Florida Emergency Operations Centers; 2006 Funding Formula and Design Criteria

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

9. 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/engineers/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

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. 52Probable Maximum PrecipitationEstimates

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

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

41. Estimated 24-hour Rainfall Rates w/Recurrence Intervals

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

43. 1-hour PMP @ 1 sq.mi. Basin

44. Estimated 1-hour Rainfall Rates w/Recurrence Intervals

45. Summary of Flood Design Criteria

46. Summary of Flood Design Criteria

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

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

50. Electrical Power Restoration