Critical Infrastructure Program

Transcription

1 Critical Infrastructure Program Danny Kilcollins, FPEM Planning Manager Division of Emergency Management

2 05/06 County Base Grant Scope-of-Work; Critical Infrastructure Program Reqm ts #4 Hurricane Shelter Space Deficit Elimination Strategy (all due May 1, 2006) Identify & Prioritize buildings for survey Identify & Submit Recommended Retrofit Projects Report ALL Retrofit Projects, regardless of funding source Develop a strategy to ensure SpNS have emergency power supported air-conditioning Revise and Submit hurricane shelter deficit progress report Coordinate with school board, community college and universities on EHPA projects #19 Develop an emergency fuel strategy

3 2006 Statewide Emergency Shelter Plan To be published on January 31, 2006 Must be Approved by Governor and Cabinet, ca. April/May Establishes which School Districts must construct EHPAs Also used to prioritize hurricane shelter retrofit projects Provides guidance to School Boards and local EM offices

4 2006 Statewide Emergency Shelter Plan Provides guidance to School Boards and local Emergency Managers: Chapter 1 History and Statutory Authorities Chapter 2 Exemptions Includes estimate of school board compliance Chapter 3 Summary of deficits/surplus Chapter 4 Types of Facilities req d to include EHPAs Chapter 5 Funding PECO Includes estimate of PECO funds distributed since FY 97/98 thru 05/06 Chapter 6 Summary of state program

5 2006 Statewide Emergency Shelter Plan Provides guidance to School Boards and local Emergency Managers: Appendix A Summary of DEM-recognized ARC 4496 and EHPA shelter capacity Appendix B EHPA Code Text; s , FBC Appendix G Guidance for Design & Construction of EHPAs Appendix H FISH room types recognized as suitable/usable for public shelter Appendix J Summary of Hurricane Shelter Demand Data Appendix K List of Debris Impact Resistant Wall & Roof Assemblies

6 2006 SESP Regional Hurricane Shelter Space Deficit Map

7 2006 SESP Hurricane Shelter Deficit Reduction Progress Hurricane Shelter Status 1,800,000 1,600,000 1,400,000 1,200,000 1,000, , , , ,000 Year Capacity Demand Projection Year Shelter Spaces

8 2006 SESP Summary of EHPA Compliance As of 15DEC 05: Description: #Bldgs NSF Recognized EhPA ,510,243 County Exempted Bldgs 269 7,327,606 Located in Cat 1/2/3 zones 296 8,691,039 Subtotal that met law: ,528,888 Total of FISH Bldgs ,718,368 total that should have been EHPA's: ,189,480 % non-compliance: % compliance: Potential EHPA space lost (50% req'd) 11,094,740 Potential EHPA NSF lost x.65 usability 7,211,581 Potential EHPA spaces (divide by 20) 360,579 Total # Counties requested info: % responding with info: (six counties had no new bldgs meeting criteria)

9 2006 SESP Special Needs Shelters Demand per County estimate based on: 04 or 05 Max. Daily Census 35% of October 05 PSN Registrants County EM Office Demand Estimate Whichever is higher PSN Growth Rate thru 11 is based on growth rate of age 65+ Population PSN Demand is not in addition to Gen. Pop. Demand

10 Gov. Bush s FY 06/07 Proposed Hurricane Preparedness Funding Media Release Jan. 6, 2006 $30 Million to install SpNS s Emergency Power must ensure air-conditioning $16.7 Million for Public Shelter Retrofitting Complete Projects in 2005 Shelter Retrofit Report (68,477 spaces) $69.8 Million to Construct/Expand County EOCs 70% State Funds; 30% HMGP

11 Special Needs Shelter Emergency Power Supported HVAC Retrofit Cost Estimate based principally on retrofitting of existing SpNS s that are recognized as meeting ARC 4496 Cost allowance per site is $300K per facilities with greater than 100 spaces, and $200K for those with less than 100 Priorities: Regional Shelters Coastal Counties EHPA s Cost Effectiveness ($$ per Space) DEM Agreement w/dms for scope-of work surveys

12 Features of a Survivable EOC

13 Publications and References

14 FEMA CPG 1-20 EOC Staff Size Estimate/Community Size Estimate for EOC Staff Size Min. Staff Size Median Staff Size Pref. Staff Size Current Staff Size Trend , , , ,000 1,000,000 1,200,000 Population Staffing Size

15 FEMA CPG 1-20 EOC Staff Size Estimate/ Community Size Estimate for EOC Staff Size, persons Community Population Size EOC Staff Size EOC Staff Size Median EOC Staff Size Current EOC Staffing Size Low High 1,000, , , , , , , , , , , , , , , , , , , , , ,

16 Minimum Hurricane Safety Criteria for Existing EOCs

17 Cost Estimating Procedure Estimate Floor Area sq.ft. of Existing EOCs: Sources primarily through polls and FEMA EOC Program Estimate of Existing EOC Survivability: Sources primarily polling and staff qualitative knowledge Categorize Survivability of Existing EOC: Red=Does not meet ARC 4496 Yellow=Meets ARC 4496, but inadequate floor space Green=Meets ARC 4496, with adequate floor space Local EOCs with current fed/state funding considered green

18 Summary of Wind Storm Design Criteria Performance Category X Wind Hazard Return Period, yrs l.t. 100 l.e.100 g.e. 100 g.e. 200 g.e.1,000 g.e. 10,000 Minimum Code plus meets ARC 4496 Does not Wind Design meet ARC Criteria 4496 Design Wind Speed Range, mph l.t. 90 Importance Factor, I N/A Exposure Category N/A N/A Directionality Factor, Kd N/A N/A Internal Pressure Coefficient, GCpi N/A N/A Load Combinations N/A N/A Hurricane Windborne Debris Impact Criteria N/A TABLE G-2. Summary of Wind Storm Design Criteria ASCE 7 or Code, plus meets ARC 4496 approx ASCE 7 Essential Facility, plus meets ARC ) ASCE 7 plus 40 mph ) ASCE 7 plus 80 mph ) approx Equiv. 7/16" plywood; Max. 30 ft. ASCE 7 or Code ASCE 7 or Code (0.85) ASCE 7 or Code ASCE 7 or Code 9 lb 34 mph; Max. 60 ft. Tornado Windborne Debris Impact Criteria N/A N/A N/A ASCE 7 or Code ASCE 7, C recc. ASCE 7, C recc. ASCE 7 or Code (0.85) ASCE 7 or Code ASCE 7 or Code 9 lb 50 mph; Max 60 ft. 15 lb 80 mph; Max 150 ft. +/- 0.18; +/ ASCE 7 or Code 9 lb 75 mph; Max. 60 ft. 15 lb 100 mph; Max 150 ft. +/- 0.18; +/ ASCE 7 or Code, plus certain reductions 9 lb 90 mph; Max. 60 ft. 15 lb 100 mph; Max 200 ft.

19 Minimum Recommended EOC Design Wind Speed (195 mph to 150 mph)

20 Preferred EOC Design Wind Speed (230 mph to 160 mph)

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22 FEMA 361 Design Wind Speed Map Tornado Hazard

23 Percentages of F-Scale Tornado Events in Florida 13% 2% 31% 54% F0 F1 F2 F3+

24 Windborne Debris Impact Resistance Criteria Protection Type, Vertical Surface Missile Weight, lbs Missile Velocity, mph Missile Velocity, ft/s Energy, ft-lb Momentum, lb-sec Kinetic Pulse Hurricane Design Windspeed Range, mph (3-sec. gust) Basic-D , or less Basic-E , Enhanced-A , Enhanced-A , , Enhanced-A* , , Enhanced-B , , Enhanced-B , , Enhanced-B* , , Enhanced-C , , Enhanced-C , , Enhanced-C , , Enhanced-C* , , Enhanced-B , , Enhanced-C , , Enhanced-C , , Enhanced-D* , ,919 Tornado F2 Enhanced-E* , ,662 Tornado F3 * - Denotes missile impact criteria (weight and velocity) selected to represent the specified protection type.

25 Summary of Flood Design Criteria Performance Category X Flood Hazard Return Period, yrs l.t. 100 g.e. 100 g.e. 500 g.e. 2,000 g.e. 10,000 g.e. 100,000 Design Reqm'ts Minimum Design Floor Elevation Does not meet ASCE 24, FBC and ARC 4496 Floor Elev. Below BFE FIRM Zone Shaded A, AE, AH or V Riverine Flooding Local Precipitation/ Site Drainage, ref: Figure , FBC- Plumbing l.t.100- year, 1- hour rainfall rate x 0.77 Summary of Flood Design Criteria ASCE 24, FBC plus ARC 4496 BFE or DFE, whichever is greater FIRM Zone Shaded X g.e year, 1- hour rainfall rate x 0.77 ASCE 24, FBC Essential Facility plus ARC 4496 ASCE 24 ASCE 24 ASCE 24 BFE ft. or local DFE, whichever is greater FIRM Zone Unshaded X g.e year, 1- hour rainfall rate x 1.00 BFE ft. or local DFE, whichever is greater FIRM Zone Unshaded X g.e year, 1- hour rainfall rate x 2.00 BFE ft. or local DFE, whichever is greater FIRM Zone Unshaded X g.e year, 1- hour rainfall rate x 3.00 BFE ft. or local DFE, whichever is greater FIRM Zone Unshaded X g.e year, 1-hour rainfall rate x 4.00 Roof Design Drainage Storm Surge Dam Failure Levee or Dike Failure Tsunami l.t.100- year, 1- hour rainfall rate x 0.77 l.t. Cat. 5 minus 1.00 ft. elev. g.e year, 1- hour rainfall rate x 0.77 g.e. Cat 5 minus 1.00 ft. elev. g.e 100- year, 1- hour rainfall rate g.e. Cat 5 elev. g.e year, 1- hour rainfall rate " g.e. Cat 5 elev. plus 10% g.e year, 1- hour rainfall rate " g.e. Cat 5 elev. plus 15% g.e year, 1-hour rainfall rate " g.e. Cat 5 elev. plus 20%

26 USAF Installation Force Protection Guide

27 Is Blast Hardening Req d?

28 EOC Cost Estimate $/sq.ft. for Year Floor Area, sf Single Story Low Cost EOC, $ Single Story Median- Low Cost EOC, $ Single Story Median Cost EOC, $ Single Story Median- High Cost EOC, $ Single Story High Cost EOC, $ 2,500 $ $ $ $ $ ,000 $ $ $ $ $ ,000 $ $ $ $ $ ,000 $ $ $ $ $ ,000 $ $ $ $ $ ,000 $ $ $ $ $ ,000 $ $ $ $ $ ,000 $ $ $ $ $ ,000 $ $ $ $ $ ,000 $ $ $ $ $ ,000 $ $ $ $ $ ,000 $ $ $ $ $ ,000 $ $ $ $ $ ,000 $ $ $ $ $ ,000 $ $ $ $ $217.24

29 Estimate of Back-up Power and Fuel Reqm ts 2006 Floor Area, sf Gen-set Size, KW Fuel Consume rate estimate, gal/hr 3.5 days continuous operations, gals. Diesel 4.5 days continuous operations, gals. Diesel 5.5 days continuous operations, gals. Diesel Civil & % 2, N/INC 5, N/INC 6, N/INC 7, ,056 N/INC 8, ,080 1,320 N/INC 9, ,080 1,320 N/INC 10, ,080 1,320 N/INC 15, ,260 1,620 1,980 N/INC 20, ,638 2,106 2,574 N/INC 25, ,016 2,592 3,168 N/INC 30, ,184 2,808 3,432 N/INC 35, ,940 3,780 4,620 N/INC 40, ,192 4,104 5,016 N/INC 45, ,696 4,752 5,808 N/INC 50,000 1, ,200 5,400 6,600 N/INC

30 EOC Cost Estimate $/sq.ft. for Year Floor Area, sf Single Story Low Cost EOC, $ Single Story Median- Low Cost EOC, $ Single Story Median Cost EOC, $ Single Story Median- High Cost EOC, $ Single Story High Cost EOC, $ 2,500 $ $ $ $ $ ,000 $ $ $ $ $ ,000 $ $ $ $ $ ,000 $ $ $ $ $ ,000 $ $ $ $ $ ,000 $ $ $ $ $ ,000 $ $ $ $ $ ,000 $ $ $ $ $ ,000 $ $ $ $ $ ,000 $ $ $ $ $ ,000 $ $ $ $ $ ,000 $ $ $ $ $ ,000 $ $ $ $ $ ,000 $ $ $ $ $ ,000 $ $ $ $ $295.44

31 Fuel Strategy Firm Fuel Contracts Local Distribution System Fixed-Sites Mobile Capability 3 day minimum capacity, prefer 5 to 8 days Plan for fuel supply reduction (80%, 60%, etc.) Prioritize recipients (emergency services, lifesustaining operations, critical infrastructure, etc.)

32 QUESTIONS???