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HomeMy WebLinkAboutWind Load Calculation Company: The Home Depot At Home Services Job Description: Windows FI L E Prepared By: Amber ��`` Client Name: Rebellon Project Number: 9626810 Version SOA . . ct Srpna! LC. p, 4onforms.withASCE 710 DESIGN PRESSURES FOR WALL COMPONENTS&CLADDING Design Data Building Data Wind Velocity(mph) 160 Mean Roof Height 12 Risk Category 2 Building Width(ft) 54 Exposure Category C Building Length(ft) 39 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 5500-3PNL 5 5 101 63 30.2 -38.4 2 5500-SH 5 5 36 37 33.5 -44.8 3 5500-SH 5 5 36 50 33.0 -43.9 4 5500-SH 5 5 36 50 33.0 -43.9 5 5500-SH 5 5 36 50 33.0 -43.9 6 5500-SH 5 5 36 50 33.0 -43.9 7 5500-SH 5 5 26 25 33.5 -44.8 8 5500-SH 5 5 26 25 33.5 -44.8 9 5500-SH 5 5 36 50 33.0 -43.9 10 5500-1PNL 5 5 73 50 31.S -40.8 Width of End Zone(a)in feet= 3.9 5 '' RECEIVrD OCT 257. 6 5i O 0. �0 5 5 STRi1CTURES.INTERNATt6NAIL.LLC 10/24/2016 11:05 AM