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HomeMy WebLinkAboutWind Load Calculation WINDLOADCALC.com , t. .. "-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 �•1 _ 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 (ENGT , -'� 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 z '.o E- _ .z to ` :�3 T f 1 z . :.� r0 y; www.windloadcaic.com 8!2/2017 Pagel