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HomeMy WebLinkAboutWind Load Calculation Company: National Shutter&Aluminum Job Description: Shutters RC E I I Prepared By: John Rosendale Client Name: Coan Project Number: Vernon 10 0 Honforms with ASCE 7 20 DESIGN PRESSURES FOR WALL COMPONENTS&CLADDING FLEL;'0 Design Data Building Data Wind Velocity(mph) 170 Mean Roof Height 13 Risk Category 2 Building Width(ft) 50 Exposure Category C Building Length(ft) 80 Directionality Factor 0.85 Roof Slope (x:12) 6 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 Panels 4 3 106 63 34.0 -37.2 2 panels 4 3 37 39 37.8 -41.0 3 panels 4 3 72 80 34.4 -37.6 4 panels 4 3 74 51 35.4 -38.6 5 panels 4 3 36 80 36.1 -39.3 6 panels 4 3 37 63 36.6 -39.8 7 accordions 4 3 37 63 36.6 -39.8 8 panels 4 3 34 80 36.2 -39.4 9 panels 4 3 72 80 34.4 -37.6 10 panels 4 3 37 39 37.8 -41.0 11 panels 4 3 41 32 37.8 -41.0 12 panels 4 3 37 39 37.8 -41.0 13 panels 4 3 72 80 34.4 -37.6 14 panels 4 3 37 51 37.1 -40.3 15 panels 4 3 37 51 37.1 -40.3 Width of End Zone(a)in feet= 5 5 h Y I O 4 \ S 0 I �Q 5 5 er STRUCTURES INTERNATIONAL,LLC 11/17/201611:24 AM