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Florida Emergency Operations Centers; 2006 Funding Formula and Design Criteria

This document outlines the funding formula and design criteria for Florida Emergency Operations Centers (EOCs). It includes information on minimum hurricane safety criteria, workspace requirements, funding priorities, and funding limitations. The document also provides links to relevant resources and guidelines for wind and flood survivability enhancements.

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Florida Emergency Operations Centers; 2006 Funding Formula and Design Criteria

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  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

  12. Funding Proposal

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

  14. DOE-STD-1020

  15. DOE 1020 Wind Design

  16. Return Period Years

  17. ASCE 7-02

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

  19. 1,000-yr Return Period

  20. 1,000-yr Recurrence Wind Speeds for Florida

  21. Fla. PC 3 Wind Design Criteria

  22. TORNADO EVENTS IN FLORIDA F0

  23. 10,000-yr Return Period

  24. 10,000-yr Recurrence Wind Speeds for Florida

  25. Fla. PC 4 Wind Design Criteria

  26. Basic Wind Speed Conversions

  27. Probable Minimum Central Pressure Limit Estimate for Hurricanes

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

  29. 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)

  30. Windborne Debris Impact Resistance Criteria

  31. TORNADO EVENTS IN FLORIDA F0

  32. FEMA 361

  33. FEMA 361 Wind Zones

  34. Summary of Wind Storm Design Criteria

  35. Comparison of Hurricane Wind Codes & Standards

  36. DOE 1020 Flood Criteria

  37. NOAA HMR No. 51 and No. 52Probable Maximum PrecipitationEstimates

  38. 24-hour PMP @ 10 sq.mi. Basin

  39. 72-hour PMP @ 10 sq.mi. Basin

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

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

  42. 1-hour PMP @ 1 sq.mi. Basin

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

  44. Summary of Flood Design Criteria

  45. Summary of Flood Design Criteria

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

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

  48. Electrical Power Restoration

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