120 PUTNAM 120 110 140 150 130 160 105 170 150 140 130 Figure 1609C Ultimate Design Wind Speeds Risk Category I Buildings Notes: 1. Values are nominal design 3- second gust wind speeds in miles per hour (m/s) at 33 ft (10m) above ground for Exposure C category. 2. Linear interpolation between contours is permitted. 3. Islands and coastal areas outside the last contour shall use the last wind speed contour of the coastal area. 4. Mountainous terrain, gorges, ocean promontories, and special wind regions shall be examined for unusual wind conditions. 5. Wind speeds correspond to approximately a 15% probability of exceedance in 50 years (Annual Exceedance Probability = 0.00333, MRI = 300 years). BASIC WIND SPEED. The basic wind speed in miles per hour, for the development of wind loads, shall be determined from Figure 1609. The exact location of wind speed lines shall be established by local ordinance using recognized physical landmarks such as major roads, canals, rivers and lake shores whenever possible. WIND-BORNE DEBRIS REGION. Areas within hurricane- prone regions located: 1. Within 1 mile (1.61 km) of the coastal mean high water line where the ultimate design wind speed Vult is 130 mph (48 m/s) or greater; or 2. In areas where the ultimate design wind speed Vult is 140 mph (53 m/s) or greater For Risk Category II buildings and structures and occupancy category III buildings and structures, except health care facilities, the windborne debris region shall be based on Figure 1609A. For occupancy category IV buildings and structures and occupancy category III health care facilities, the windborne debris region shall be based on Figure 1609B. Figure 1609C Ultimate Design Wind Speeds, for Risk Category I Buildings and Other Structures 0 7 14 21 28 3.5 Miles Sources: Florida Department of Community Affairs, Codes and Standards Division; Applied Research Associates, Inc.; Florida Geographic Data Library June 28, 2011
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120
PUTNAM
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Figure 1609CUltimate Design Wind Speeds
Risk Category I Buildings
Notes:1. Values are nominal design 3-second gust wind speeds in miles perhour (m/s) at 33 ft (10m) aboveground for Exposure C category.2. Linear interpolation betweencontours is permitted.3. Islands and coastal areas outsidethe last contour shall use the lastwind speed contour of the coastalarea.4. Mountainous terrain, gorges,ocean promontories, and specialwind regions shall be examined forunusual wind conditions.5. Wind speeds correspond toapproximately a 15% probability ofexceedance in 50 years (AnnualExceedance Probability = 0.00333,MRI = 300 years).
BASIC WIND SPEED. The basic wind speed in miles per hour, for thedevelopment of wind loads, shall be determined from Figure 1609. The exactlocation of wind speed lines shall be established by local ordinance usingrecognized physical landmarks such as major roads, canals, rivers and lakeshores whenever possible.WIND-BORNE DEBRIS REGION. Areas within hurricane- prone regionslocated:1. Within 1 mile (1.61 km) of the coastal mean high water line where theultimate design wind speed Vult is 130 mph (48 m/s) or greater; or2. In areas where the ultimate design wind speed Vult is 140 mph (53 m/s) orgreaterFor Risk Category II buildings and structures and occupancy category IIIbuildings and structures, except health care facilities, the windborne debrisregion shall be based on Figure 1609A. For occupancy category IV buildingsand structures and occupancy category III health care facilities, the windbornedebris region shall be based on Figure 1609B.
Figure 1609C Ultimate Design Wind Speeds,for Risk Category I Buildings and Other Structures
0 7 14 21 283.5Miles
Sources: Florida Department of Community Affairs, Codes and Standards Division; Applied Research Associates,Inc.; Florida Geographic Data LibraryJune 28, 2011
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Figure 1609AUltimate Design Wind Speeds
Risk Category II Buildings
Notes:1. Values are nominal design 3-second gust wind speeds in miles perhour (m/s) at 33 ft (10m) aboveground for Exposure C category.2. Linear interpolation betweencontours is permitted.3. Islands and coastal areas outsidethe last contour shall use the lastwind speed contour of the coastalarea.4. Mountainous terrain, gorges,ocean promontories, and specialwind regions shall be examined forunusual wind conditions.5. Wind speeds correspond toapproximately a 7% probability ofexceedance in 50 years (AnnualExceedance Probability = 0.00143,MRI = 700 years).
BASIC WIND SPEED. The basic wind speed in miles per hour, for thedevelopment of wind loads, shall be determined from Figure 1609. The exactlocation of wind speed lines shall be established by local ordinance usingrecognized physical landmarks such as major roads, canals, rivers and lakeshores whenever possible.WIND-BORNE DEBRIS REGION. Areas within hurricane- prone regionslocated:1. Within 1 mile (1.61 km) of the coastal mean high water line where theultimate design wind speed Vult is 130 mph (48 m/s) or greater; or2. In areas where the ultimate design wind speed Vult is 140 mph (53 m/s) orgreaterFor Risk Category II buildings and structures and occupancy category IIIbuildings and structures, except health care facilities, the windborne debrisregion shall be based on Figure 1609A. For occupancy category IV buildingsand structures and occupancy category III health care facilities, the windbornedebris region shall be based on Figure 1609B.
Figure 1609A Ultimate Design Wind Speeds,for Risk Category II Buildings and Other Structures
0 7 14 21 283.5Miles
Sources: Florida Department of Community Affairs, Codes and Standards Division; Applied Research Associates,Inc.; Florida Geographic Data LibraryJune 28, 2011
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Figure 1609BUltimate Design Wind Speeds
Risk Category III and IV Buildings
Notes:1. Values are nominal design 3-second gust wind speeds in miles perhour (m/s) at 33 ft (10m) aboveground for Exposure C category.2. Linear interpolation betweencontours is permitted.3. Islands and coastal areas outsidethe last contour shall use the lastwind speed contour of the coastalarea.4. Mountainous terrain, gorges,ocean promontories, and specialwind regions shall be examined forunusual wind conditions.5. Wind speeds correspond toapproximately a 3% probability ofexceedance in 50 years (AnnualExceedance Probability = 0.000588,MRI = 1700 years).
BASIC WIND SPEED. The basic wind speed in miles per hour, for thedevelopment of wind loads, shall be determined from Figure 1609. The exactlocation of wind speed lines shall be established by local ordinance usingrecognized physical landmarks such as major roads, canals, rivers and lakeshores whenever possible.WIND-BORNE DEBRIS REGION. Areas within hurricane- prone regionslocated:1. Within 1 mile (1.61 km) of the coastal mean high water line where theultimate design wind speed Vult is 130 mph (48 m/s) or greater; or2. In areas where the ultimate design wind speed Vult is 140 mph (53 m/s) orgreaterFor Risk Category II buildings and structures and occupancy category IIIbuildings and structures, except health care facilities, the windborne debrisregion shall be based on Figure 1609A. For occupancy category IV buildingsand structures and occupancy category III health care facilities, the windbornedebris region shall be based on Figure 1609B.
Figure 1609B Ultimate Design Wind Speeds,for Risk Category III and IV Buildings and Other Structures
0 7 14 21 283.5Miles
Sources: Florida Department of Community Affairs, Codes and Standards Division; Applied Research Associates,Inc.; Florida Geographic Data LibraryJune 28, 2011