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HomeMy WebLinkAboutWind Load Calculation RE C E I t.l r U °b'' Q 7U�U Company: The Home Depot At Home Services Job Description: Windows/Door Prepared By: Amber Client Name: Hayes Project Number: 9668456 Version 10.0 .; 'tt G)201 SEtti4.turestt�t'etigdQlte LLC.^` «.9. .,� ; �._ ,� :. �; "$_✓, ,.��,__,,b i-Confarmswilull th... -10 DESIGN PRESSURES FOR WALL COMPONENTS&CLADDING Design Data Building Data Wind Velocity(mph) 160 Mean Roof Height 12 Risk Category 2 Building Width(ft) 53 Exposure Category C Building Length(ft) 55 Directionality Factor 0.85 �p% Roof Slope (x:12) 4 Internal Pressure Coefficient+/- 0.18 FILE 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-SH 5 5 52 52 32.1 -42.1 2 5500-HR 5 5 52 26 33.5 -44.8 3 5500-PD-SL 5 0 72 80 30.5 -38.8 4 5500-SH 5 5 37 40 33.4 -44.7 5 5500-SH 5 5 37 40 33.4 -44.7 6 5500-HR 5 5 74 37 32.1 -42.0 7 5500-SH 5 5 36 62 32.5 -42.9 8 5500-SH 5 5 52 52 32.1 -42.1 9 5500-HR 5 5 52 26 33.5 -44.8 Width of End Zone(a)in feet= 4.8 5 h 4 5t O 0 Y t �0 5 5 ��� ST UCtURESINTERNATIONAL;LLC .,sus.�uv�s 'S�a�Cexr+-rt6emraeaa• —...-- 11/4/2016 12:52 PM