Florida Emergency Operations Centers; 2006 Funding Formula and Design Criteria Danny Kilcollins, FPEM Planning Manager Division of Emergency Management

HB 7121 County EOC Construction and Improvement Priorities were EOCs that did not meet minimum hurricane safety criteria, and those with inadequate workspace ARC 4496 hurricane safety criteria FEMA CPG 1-20 workspace criteria Competitive Grant Application Process Additional factors to consider for developing funding proposal: County Population Hurricane evacuation clearance time Other: Fiscal Constrained county status

Features of a Survivable EOC

Minimum Hurricane Safety Criteria for Existing Critical Facilities

FEMA CPG 1-20 / May 1984

CPG 1-20 Workspace Criteria CPG 1-20 recommends a range of 50 to 85 sq.ft. per occupant Workspace need should be based on concept of operations and extenuating variables Appendix D representative floor plans all based on 85 sq.ft. per staff Division considers a range of 85 to 120 sq.ft. per staff suitable for modern EOCs

FEMA CPG 1-20 Representative Floor Plan

FEMA CPG 1-20 EOC Staff Size Estimate/ Community Size

HB 7121 County EOC Construction and Improvement Provided $20M for basic construction and $25M for wind and flood survivability enhancements Funding limited to construction of the building land acquisition or improvements ineligible purchase of furnishings and equipment ineligible recurring expenses ineligible

Funding Formula $70M in funding requests from about half of counties Funding had to be proportionally distributed State funds limited to counties with EOCs that did not meet ARC 4496 Funding for non-fiscally constrained counties limited to 50 sq.ft. per staff Fiscally constrained counties split remaining funds (83 sq.ft. per staff) Proposed funding based on CPG 1-20 staff size, workspace allowance per staff, and model square foot costs at basic wind speed; HMGP proposed to fund above-code wind & flood criteria

Funding Proposal

URL Address to HB 7121 EOC Funding Proposal, Nov neers/documents/HB7121-EOC-LBC- final.pdf

DOE- STD- 1020

DOE 1020 Wind Design

Return Period Years

ASCE 7-02

Florida Building Code – Basic Wind Speeds and Windborne Debris Impact Regions

1,000-yr Return Period

1,000-yr Recurrence Wind Speeds for Florida

Fla. PC 3 Wind Design Criteria

TORNADO EVENTS IN FLORIDA F0

10,000-yr Return Period

10,000-yr Recurrence Wind Speeds for Florida

Fla. PC 4 Wind Design Criteria

Basic Wind Speed Conversions Equivalent Basic Wind Speeds Wind Speed Conversion 3-second gust, fastest-mile and 1-min. sustained velocities (mph) Wind Measurement Scale Hurricane Category 1 Hurricane Category 2 Hurricane Category 3 Hurricane Category 4 Hurricane Category 5 Extreme Hurricane Category 5 3-second Gust (ASCE 7 and 2004 Florida Building Code) Fastest Mile (Standard Building Code) minute Sustained (National Hurricane Center)

Probable Minimum Central Pressure Limit Estimate for Hurricanes

Probable Minimum Central Pressure Limit Estimate for Hurricanes; Source: K. Emanuel (1996)

Minimum Central Pressure to Wind Velocity Conversion Source: Hurricanes and Typhoons: Past, Present and Future 880 mb = 190 mph (232 mph, 3-sec gust) 885 mb = 185 mph (226 mph, 3-sec gust) 890 mb = 180 mph (220 mph, 3-sec gust) 900 mb = 170 mph (208 mph, 3-sec gust) 910 mb = 165 mph (202 mph, 3-sec gust)

Windborne Debris Impact Resistance Criteria

TORNADO EVENTS IN FLORIDA F0

FEMA 361

FEMA 361 Wind Zones

Summary of Wind Storm Design Criteria

Comparison of Hurricane Wind Codes & Standards

DOE 1020 Flood Criteria

NOAA HMR No. 51 and No. 52 Probable Maximum Precipitation Estimates

24-hour 10 sq.mi. Basin

72-hour 10 sq.mi. Basin

Max. Observed Point Rainfall Illustration Source: Unknown

Estimated 24-hour Rainfall Rates w/Recurrence Intervals Local Precipitation & Site Drainage Design (24 hr Rainfall, inches) yr Basin Size, sq.mi.X01234PMP 1l.t. 100-yr , , , ,

Conversion of 10 sq.mi. PMPs to 1 sq.mi. PMPs

1-hour 1 sq.mi. Basin

Estimated 1-hour Rainfall Rates w/Recurrence Intervals Local Precipitation & Roof Drainage Design (1 hr Rainfall, inches) Basin Size, sq.mi.X01234PMP 1l.t , , , , ,

Summary of Flood Design Criteria Performance CategoryX01234 Flood Hazard Return Period, yrs l.t. 100g.e. 100g.e. 500g.e. 2,000g.e. 10,000g.e. 100,000 Design Reqm'ts Does not meet ASCE 24, FBC and ARC 4496 ASCE 24, FBC plus ARC 4496 ASCE 24, FBC Essential Facility plus ARC 4496ASCE 24 Minimum Design Floor Elevation Floor Elev. Below BFE BFE or DFE, whichever is greater BFE ft. or local DFE, whichever is greater BFE ft. or local DFE, whichever is greater BFE ft. or local DFE, whichever is greater BFE ft. or local DFE, whichever is greater Riverine Flooding FIRM Zone Shaded A, AE, AH or V FIRM Zone Shaded X; apply design precip event to basin

Summary of Flood Design Criteria Performance CategoryX01234 Flood Hazard Return Period, yrs l.t. 100g.e. 100g.e. 500g.e. 2,000g.e. 10,000g.e. 100,000 Local Precipitat ion/Site Drainage l.t.100-year, 1- day Precip Design g.e. 100-year, 1- day Precip Rate; apply design precip event to site ~ 22 inch, 1-day Precip Rate; apply design precip event to site ~ 29 inch, 1-day Precip Rate; apply design precip event to site ~ 37 inch, 1-day Precip Rate; apply design precip event to site ~ 48.5 inch, 1-day Precip Rate; apply design precip event to site Roof Design Drainage; ref: Figure , FBC- Plumbing l.t.100-year, 1- hour rainfall rate; l.t. ~4.3 inchs/hr g.e.100-year, 1- hour rainfall rate; g.e. ~4.33 to 5.0 inchs/hrg.e. 6 inchs/hrg.e. 8 inchs/hrg.e. 11 inchs/hrg.e inchs/hr Storm Surge l.t. Cat. 5 minus 1.0 ft. elev. g.e. Cat 5 minus 1.0 ft. elev.g.e. Cat 5 elev. g.e. Cat 5 elev. plus 10% g.e. Cat 5 elev. plus 15% g.e. Cat 5 elev. plus 20%

Earthquake 10,000-yr Design Criteria for Florida

Electrical Power Restoration

USAF Installation Force Protection Guide

Is Blast Hardening Req’d?

Design of Buildings to Resist Progressive Collapse

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