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HomeMy WebLinkAboutWind Load Calculation WINDLOADCALC.com Design Wind Speed Nominal ,J ,,1 - - Wind Velocity(mph) 160 I n W tO a C.1 CCS tc.c o r m I Client MR&MRS Culver y y Exposure D Your Wiridow to Success Address S34a Compass Cove PI Internal Pressure Company FL Shutters Inc Height above ground z)-(ft) 6.0 Job Number 15531 Standard Wall Height- ft 10.0 Pre arer Don Buck iMean Roof Hei .t h-(It) 12.0 ASCE 7-10 Building Width(ft) 31.0 Building Length(It) 45.0 Wall Opening(Windows&Doors)Wind Load Program " 'Roof Sloe x:12 - 6.0 Hill Shape " Flat-No Hill Roof Angle(degrees) 26.57 - 2003,-2016© H ft 0:0 a Edge Strip(ft) 3.10 Lh ft 0.0 End Zone(ft) 6.20 z ft 0.0 Parapet Along Roof Perimeter(n) z. #t) 0.0 DWAD DESIGN INFORMATION Nominal Wind Load Pressures OPENING- EFFECTIVE APPLYING WIND LOAD FOR: ZONE ELEVATION WIDTH- LENGTH µ;IND AREA,. MA7i1MUM' MAIM-, NOAApproval Number Maz PressurePer NOA Manufacturer Model Number (feet) (inches) (inches) Qft) t POSITIVE. -.NEGATIVE, .PRESSURE(psQi 'PRESSURE(Pst) . 1 SGD 5 6 96.0 80.0 53.3 28.9 -37.9 2 Window 5 6 34.0 86.0 20.3 .31.3 42.8 3 Window 5 6 34.0 86.0 20.3 31.3 42.8 z 4 Window 5 6 44.0 96.0 29.3 30.4 40.9 O F a z z w a O a 'a z 0 F d _ w z z z w a O a twiw.vvindloadcalc.com 2/13/2017 Pagel f