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

2. 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

3. Features of a Survivable EOC

4. Minimum Hurricane Safety Criteria for Existing Critical Facilities

5. FEMA CPG 1-20 / May 1984

6. 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

7. FEMA CPG 1-20 Representative Floor Plan

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

10. 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

11. 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

13. Funding Proposal

14. URL Address to HB 7121 EOC Funding Proposal, Nov. 2006 http://floridadisaster.org/bpr/Response/engi neers/documents/HB7121-EOC-LBC- final.pdf

15. DOE- STD- 1020

16. DOE 1020 Wind Design

17. Return Period Years

18. ASCE 7-02

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

20. 1,000-yr Return Period

21. 1,000-yr Recurrence Wind Speeds for Florida

22. Fla. PC 3 Wind Design Criteria

23. TORNADO EVENTS IN FLORIDA F0

24. 10,000-yr Return Period

25. 10,000-yr Recurrence Wind Speeds for Florida

26. Fla. PC 4 Wind Design Criteria

27. 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) 90117135160190230 Fastest Mile (Standard Building Code) 75100117141170209 1-minute Sustained (National Hurricane Center) 7496111131156188

28. Probable Minimum Central Pressure Limit Estimate for Hurricanes

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

30. 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)

31. Windborne Debris Impact Resistance Criteria

32. TORNADO EVENTS IN FLORIDA F0

33. FEMA 361

34. FEMA 361 Wind Zones

35. Summary of Wind Storm Design Criteria

36. Comparison of Hurricane Wind Codes & Standards

37. DOE 1020 Flood Criteria

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

39. 24-hour PMP @ 10 sq.mi. Basin

40. 72-hour PMP @ 10 sq.mi. Basin

41. Max. Observed Point Rainfall Illustration Source: Unknown

42. Estimated 24-hour Rainfall Rates w/Recurrence Intervals Local Precipitation & Site Drainage Design (24 hr Rainfall, inches) - 12" @ 100-yr Basin Size, sq.mi.X01234PMP 1l.t. 100-yr14.522.429.237.048.557.1 10 12.018.524.130.540.047.1 100 10.516.221.126.735.041.2 200 10.115.520.225.633.639.5 500 9.314.318.623.630.936.4 1,000 8.513.017.021.528.233.2 5,000 5.68.611.214.218.621.9 10,000 4.56.99.011.415.017.6 20,000 3.55.36.98.811.613.6

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

44. 1-hour PMP @ 1 sq.mi. Basin

45. Estimated 1-hour Rainfall Rates w/Recurrence Intervals Local Precipitation & Roof Drainage Design (1 hr Rainfall, inches) Basin Size, sq.mi.X01234PMP 1l.t. 4.304.36.08.011.016.519.4 10 3.544.956.609.0613.6016.00 100 2.493.484.646.379.5611.25 200 2.062.883.845.277.919.31 500 1.552.162.883.965.957.00 1,000 1.161.622.162.974.455.24 2,000 0.731.021.371.882.803.30 5,000 0.520.720.961.321.982.33 10,000 0.390.540.721.001.491.75 20,000 0.300.420.560.801.161.36

46. 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 + 1.5 ft. or local DFE, whichever is greater BFE + 2.0 ft. or local DFE, whichever is greater BFE + 3.0 ft. or local DFE, whichever is greater BFE + 4.0 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

47. 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 1106.1, 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. 16.5 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%

49. Earthquake 10,000-yr Design Criteria for Florida

51. Electrical Power Restoration

52. USAF Installation Force Protection Guide

53. Is Blast Hardening Req’d?

54. Design of Buildings to Resist Progressive Collapse

56. QUESTIONS??? http://floridadisaster.org/bpr/Response/engineers /index.htm