Loading...
HomeMy WebLinkAboutWind Load Calculation Company: The Home Depot At Home Services Job Description: Replacing 1 door and 7 winc *�pqc Prepared By: Amber R E C E 1'.' lJ 0 LU lU Client Name: Zuver Project Number: 9453752 °QG} Of2Stiuc�a es Ye � wI WALL,tGG Conforms with ASCE 7 DESIGN 10st:- PRESSURES FOR WALL COMPONENTS&CLADDING Design Data Building Data ,C Wind Velocity(mph) U, Mean Roof Height 22 Risk Category Building Width(ft) 56 Exposure Category D Building Length(ft) 81 Directionality Factor 0.85 Roof Slope (x:12) 3 Internal Pressure Coefficient+/- 0.18 Design pressures listed below are: Allowable Stress OPENING OPENING LOCATION OPENING OPENING DIMENSIONS MAXIMUM POSITIVE MAXIMUM NEGATIVE MARK DESCRIPTION ZONE ELEVATION WIDTH(INCHES) HEIGHT(INCHES) PERSSURE(PSF) PRESSURE(PSF) 1 5500-1PNL 5 5 73 38 39.3 -54.5 2 5500-SH 5 5 52 38 40.2 -56.4 3 5500-SH 5 5 52 38 40.2 -56.4 4 5500-1PNL 5 5 73 38 39.3 -54.5 5 5500-1PNL 5 5 73 50 38.6 -52.9 6 5500-1PNL 5 5 73 50 38.6 -52.9 7 5500-1PNL 5 5 73 50 38.6 -52.9 8 5500-PD-SL 5 0 72 80 37.4 -50.3 Width of End Zone(a)in feet= 5.6 5 h �0 5 r O 4 a - Y r �0 5 5 _ Y +� STRUCTURES INTERNATIONAL.LLC areabrgS>r-�Cscaueenx�>Ca��eiFr._�1ena' 7/26/2016 4:49 PM