07NHC EOC EssentialFacilityDes ign

Engineering: 

Engineering Design Issues for Essential Facilities and Shelters

Florida Emergency Operations Centers Design and Evaluation Criteria : 

Florida Emergency Operations Centers Design and Evaluation Criteria Danny Kilcollins, FPEM Planning Manager Division of Emergency Management

Features of a Survivable EOC: 

Features of a Survivable EOC

Minimum Hurricane Safety Criteria for Critical Facilities: 

Minimum Hurricane Safety Criteria for Critical Facilities

ARC 4496 Hurricane Hazards: 

ARC 4496 Hurricane Hazards Wind Storm Surge Flooding Rainfall Flooding Hazardous Materials

High Performance Design Criteria: DOE-STD-1020: 

High Performance Design Criteria: DOE-STD-1020

DOE-STD-1020 Natural Hazards: 

DOE-STD-1020 Natural Hazards Wind Flooding Earthquake

Hurricane Wind Design: 

Hurricane Wind Design

DOE 1020 Wind Design: 

DOE 1020 Wind Design

Return Period Years: 

Return Period Years

ASCE 7-02: 

ASCE 7-02

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

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

Basic Wind Speed Conversions: 

Basic Wind Speed Conversions

1,000-yr Return Period: 

1,000-yr Return Period

1,000-yr Recurrence Wind Speeds for Florida: 

1,000-yr Recurrence Wind Speeds for Florida

Fla. PC 3 Wind Design Criteria: 

Fla. PC 3 Wind Design Criteria

TORNADO EVENTS IN FLORIDA: 

TORNADO EVENTS IN FLORIDA F0

10,000-yr Return Period: 

10,000-yr Return Period

10,000-yr Recurrence Wind Speeds for Florida: 

10,000-yr Recurrence Wind Speeds for Florida

Fla. PC 4 Wind Design Criteria: 

Fla. PC 4 Wind Design Criteria

Probable Minimum Central Pressure Limit Estimate for Hurricanes: 

Probable Minimum Central Pressure Limit Estimate for Hurricanes

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

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

Minimum Central Pressure to Wind Velocity Conversion: 

Minimum Central Pressure to Wind Velocity Conversion Source: Hurricanes and Typhoons: Past, Present and Future; Landsea, etal 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: 

Windborne Debris Impact Resistance Criteria

Representative Wind Design Criteria: 

Representative Wind Design Criteria Applies to the EOC and essential ancillary structures and service equipment Wind Load Design per ASCE 7 Standard Minimum Design Wind Speed = 190 mph, 3-second gust Wind Importance Factor, I=1.00 Exposure Category = C Directionality Factor, Kd=1.00 Internal Pressure Coefficient, GCpi= +/-0.18

Representative Wind Design Criteria: 

Representative Wind Design Criteria The EOC designated as a threshold building, and special structural inspections required Special inspections conducted in compliance with section 553.79, Florida Statutes and other applicable statutes, laws and rules

Representative Wind Design Criteria: 

Representative Wind Design Criteria Design Windborne Debris Missile = 15 lb 2x4 propelled at 50 mph (74 ft/sec) 34 lb-sec of momentum Design missile applies to all exterior enclosure components, claddings and assemblies (i.e., walls, roofs, louvers, windows, doors, etc.) Design missile applies to enclosure surfaces located within 60 feet in height above finish grade

Summary of Wind Storm Design Criteria: 

Summary of Wind Storm Design Criteria

Comparison of Hurricane Wind Codes & Standards: 

Comparison of Hurricane Wind Codes & Standards

Tornado Wind Design: 

Tornado Wind Design

FEMA 361 – Tornado Winds: 

FEMA 361 – Tornado Winds

FEMA 361 Wind Zones: 

FEMA 361 Wind Zones

TORNADO EVENTS IN FLORIDA: 

TORNADO EVENTS IN FLORIDA F0

Flood & Rainfall Design: 

Flood & Rainfall Design

DOE 1020 Flood Criteria: 

DOE 1020 Flood Criteria

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

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

24-hour PMP @ 10 sq.mi. Basin: 

24-hour PMP @ 10 sq.mi. Basin

72-hour PMP @ 10 sq.mi. Basin: 

72-hour PMP @ 10 sq.mi. Basin

Max. Observed Point Rainfall IllustrationSource: Unknown: 

Max. Observed Point Rainfall Illustration Source: Unknown

Estimated 24-hour Rainfall Rates w/Recurrence Intervals: 

Estimated 24-hour Rainfall Rates w/Recurrence Intervals

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

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

1-hour PMP @ 1 sq.mi. Basin: 

1-hour PMP @ 1 sq.mi. Basin

Estimated 1-hour Rainfall Rates w/Recurrence Intervals: 

Estimated 1-hour Rainfall Rates w/Recurrence Intervals

Summary of Flood Design Criteria: 

Summary of Flood Design Criteria

Summary of Flood Design Criteria: 

Summary of Flood Design Criteria

Storm Surge Flooding: 

Storm Surge Flooding SLOSH Storm Surge Model Category 5 inundation depth/elevation, NGVD Maximum Envelope of Water Margin of Error = +/- 20% Category 5 elev. + 20% = Probable Maximum Inundation

Storm Surge Flooding: 

Storm Surge Flooding Fla. Performance Category 3 = Cat. 5 + 15% Fla. Performance Category 4 = Cat. 5 + 20% Performance suggested per county based on PC 4 (10,000-yr) Wind Map Design wind speeds at coast that are greater than or equal to 190 mph (3-sec. gust) = Cat. 5 + 20% Design wind speeds at coast that are less than 190 mph (3-sec. gust) = Cat. 5 + 15%

Representative Flood Design Criteria: 

Representative Flood Design Criteria Applies to lowest floor for the EOC and essential ancillary structures and service equipment Finished Floor Elevation NGVD determined by: Category 5 storm surge elev. + 20% BFE + 3.0 feet 500-yr elevation + 2.0 feet Highest recorded flood elevation + 3.0 feet Whichever flood elevation is highest

Representative Flood Design Criteria: 

Representative Flood Design Criteria The site (point maximum, one square mile) hydrologic design shall ensure that the EOC and essential ancillary structures and service equipment are not flooded due to a 24 hour, 37.0 inch rainfall event applied over a precedent 24 hour, 100-year rainfall event Opinion of design professional is acceptable Basin-wide analysis not required

Representative Flood Design Criteria: 

Representative Flood Design Criteria Where secondary (emergency) roof drains or scuppers are required by the Florida Building Code—Plumbing, the secondary system shall be sized for a rainfall rate of eleven (11.0) inches per hour

Earthquake Design: 

Earthquake Design

Earthquake 10,000-yr Design Criteria for Florida: 

Earthquake 10,000-yr Design Criteria for Florida

Earthquake 10,000-yr Design Criteria for Florida: 

Earthquake 10,000-yr Design Criteria for Florida

Anti-Terrorism Design: 

Anti-Terrorism Design

USAF Installation Force Protection Guide: 

USAF Installation Force Protection Guide

Is Blast Hardening Req’d?: 

Is Blast Hardening Req’d?

Minimum Anti-Terrorism Standards for Buildings: 

Minimum Anti-Terrorism Standards for Buildings

Design of Buildings to Resist Progressive Collapse: 

Design of Buildings to Resist Progressive Collapse

FEMA CPG 1-20 / May 1984: 

FEMA CPG 1-20 / May 1984

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

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

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

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

Electrical Power Restoration: 

Electrical Power Restoration

Slide66: 

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