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HomeMy WebLinkAboutWind Load Calculation WINDLOADCALC.com ,
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"-Design,Wind Speed Nominal / -
Wind Velocity(mph) • 160 �V y I n d LO a d Ca lc.C o m e; Client Richard Wood
'Exposure D YourWind owtoSuCc©ss Address 6543 Nuevo Lagos,Ft Pierce,,FL
Internal Pressure Enclosed Company FL Shutters Inc.
:. Height above ground z)-(f) Job Number 18768
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_ Standard Wall Height-(ft) 8.0 •ASCE /-1O Preparer Don.Buck
Mean Roof Height(h)-.(ft) 15.0
'•'Building Width f) -- 45.0 t t
.BdadinLength ri> 45.0
Wall Opening(Windows&Doors)Wind Load Program
=Roof Sloe(x:12 6.0.0Hill Shape Flat-No Hill
Roof An le(degrees) - 26.57 _ 2003-20160 -H ft 0.0
a Edge Strip(ft) 4.50 Lh ft - 0.0
End Zone(ft) - 9,00 z, ft 0.0
;.Parapet Along Roof Perimeter(ft) z, ft) - 0.0
1 / Nominal 1
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-'� APPLYING WIND LOAD FOR: ZONE ELEVATION WIH (En hesH WIND AREA( c kkMUM Load ' NOA Approval Number Max Pressure Per NOA Manufacturer Model Number
OPENING EFFECTIVE
-Z (feet) (inches) (sgD)i POSITIVE y NEGATIVE
PRESSURE(psf) 'PRESSURE.(psO
2 Window 5 5 112.0 58.0 45.1 36.7. 46.4 FL13757-R5 200 T&C 6.8 Accodion
1 Window 5 5 74.0 64.0 32.9' ;375.. -48.1 FLli757-R6 200 T&C 6.8 Accodion
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