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FEMA P55 Coastal Construction Manual, Fourth Edition - Mad Cad

FEMA P55 Coastal Construction Manual, Fourth Edition - Mad Cad

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Volume II Designing the builDing envelope 11<br />

Table 11-1. Allowable Basic Wind Speed as a Function of Class<br />

ASTM D7158<br />

Allowable Basic Wind Speed<br />

Class (a) Based on ASCE 7-05 Based on ASCE 7-10<br />

D 90 mph 115 mph<br />

G 120 mph 152 mph<br />

H 150 mph 190 mph<br />

(a) Classes are based on a building sited in Exposure C. They are also based on a<br />

building sited where there is no abrupt change in topography. If the residence is<br />

in Exposure D and/or where there is an abrupt change in topography (as defned<br />

in ASCE 7), the design professional should consult the shingle manufacturer.<br />

Figure 11-30.<br />

Loss of shingles and<br />

underlayment along the<br />

eave and loss of a few<br />

hip shingles. Estimated<br />

wind speed: 115 mph.<br />

Hurricane Katrina<br />

(Louisiana, 2005)<br />

Figure 11-31.<br />

Loss of shingles and<br />

underlayment along<br />

the rake. Estimated<br />

wind speed: 110 mph.<br />

Hurricane Ike (Texas,<br />

2008)<br />

COASTAL CONSTRUCTION MANUAL 11-31

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