HomeMy WebLinkAboutWind Load Calculation ALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7-10
PER SECTION 1609 OF THE 2010 FLORIDA BUILDING CODE
ROOF PITCH IS GREATER THAN 2712" OR >= 10 DEGREES
PROJECT NAME: NOA or FL# 3cf
ADDRESS NOA or FL#
CITY/STATE or/, J , [vc S C F" NOA or FL#
CLADDING TYPE: s _c o ✓e c NOA or FL#
COMPONENTS AND CLADDING OF WALLS
ULTIMATE DESIGN WIND SPEED (Vult) 16,�0
' .
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�.�.� ROLL DOWNS, WINDOWS, MULLIONS,
EXPOSURE B HEADERS,STORM BARS etc.
MEAN ROOF HEIGHT 30
TOP OF WINDOW OR SHUTTER HEIGHT 20
WIND DIRECTIONALITY FACTOR 0.85 TRIBUTARY AREAS
ENCLOSED;BUILDING +018 =1oSF 11SF ><=20Sf: 21SF=><=5oSF
POSITIVE PRESSURE (ZONE 4+5)_ 41.02 39.2affi
2 «� , 36.7 ,Q
NEGATIVE PRESSURE (INTERIOR ZONE 4) —50.0 4� }} —47.9 —45.2 t, Vie" n
[NEGATIVE PRESSURE (END ZONES) -61.7 -57.5 -52.0 �32�
PARTIALLY'ENCLOSED BUILDING Gc- ±0 5v <=105F 113E >a=20SF .. 21$F=>< 50SF.
POSITIVE PRESSURE ( ZONE 4+5) 53.9 52.03;' ,ri 49.6 _
NEGATIVE PRESSURE (INTERIOR ZONE 4} —64.4 -62.3 -59.6 MX
NEGATIVE PRESSURE (END ZONE 5) -76.1 '$ ` —72.0 `,w IN AN
�� —66.5
„ r LIGHT GREY AREAS ARE ALLOWABLE STRESS DESIGN PRESSURES
5/1/2012