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HomeMy WebLinkAboutPontorno windloadWINDLOADCALC.com Nominal 170 131.7 II Hurricane D Internal Pressure Enclosed Company Height above ground (z) -(ft)40.0 Job Number Standard Wall Height - (ft)8.0 Preparer Mean Roof Height (h) - (ft)60.0 Building Width (ft)400.0 Building Length (ft)60.0 Roof Slope (x:12)0.0 Flat - No Hill Roof Angle (degrees)0.00 (a) Edge Strip (ft) 6.00 12.00 (1) Kitchen 4 4 26.0 38.0 6.9 53.4 -57.9 20-0722.09 75/-75 CGI Series 110 SH (2) bathroom 4 4 25.5 26.0 4.6 53.4 -57.9 20-0722.09 75/-75 CGI Series 110 SH (3) Bedroom egress 4 4 37.0 50.0 12.8 52.6 -57.0 20-0722.09 75/-75 CGI Series 110 SH (4) Bedroom egress 4 4 37.0 50.0 12.8 52.6 -57.0 20-0722.09 75/-75 CGI Series 110 SH (5) hall 4 4 71.5 33.0 16.4 51.7 -56.2 20-0610.03 65/-65 CGI Series 120 2 pnl HR TOPOGRAPHIC FACTOR Hill Shape H, (ft) Lh, (ft) 2001 - 2017 © Courtney JOB INFORMATION ASCE 7-10 Pahl Construction John PontornoClient Address 4225 N HWY A1A Fort Pierce FL 34949Wall Openings (Windows & Doors) Wind Load Program End Zone (ft) ZONE z, (ft) ManufacturerWIDTH (inches) OPENING ELEVATION (feet) Nominal Wind Load Pressures x, (ft) MAXIMUM NEGATIVE PRESSURE (psf) MAXIMUM POSITIVE PRESSURE (psf) LENGTH (inches) NOA Approval Number Parapet Along Roof Perimeter (ft) BUILDING INFORMATION Wind Velocity (mph) Building Category Nominal Wind Velocity (mph) Design Wind Speed Exposure Model Number WIND LOAD DESIGN INFORMATION WA L L O P E N I N G I N F O R M A T I O N WA L L O P E N I N G I N F O R M A T I O N Max Pressure Per NOA APPLYING WIND LOAD FOR: EFFECTIVE WIND AREA (sqft) www.windloadcalc.com 10/2/2020 Page1 WINDLOADCALC.com Nominal 170 131.7 II Hurricane D Internal Pressure Enclosed Company Height above ground (z) -(ft)40.0 Job Number Standard Wall Height - (ft)8.0 Preparer Mean Roof Height (h) - (ft)60.0 Building Width (ft)400.0 Building Length (ft)60.0 Roof Slope (x:12)0.0 Flat - No Hill Roof Angle (degrees)0.00 (a) Edge Strip (ft) 6.00 12.00 TOPOGRAPHIC FACTOR Hill Shape H, (ft) Lh, (ft) 2001 - 2017 © Courtney JOB INFORMATION ASCE 7-10 Pahl Construction John PontornoClient Address 4225 N HWY A1A Fort Pierce FL 34949Wall Openings (Windows & Doors) Wind Load Program End Zone (ft) ZONE z, (ft) ManufacturerWIDTH (inches) OPENING ELEVATION (feet) Nominal Wind Load Pressures x, (ft) MAXIMUM NEGATIVE PRESSURE (psf) MAXIMUM POSITIVE PRESSURE (psf) LENGTH (inches) NOA Approval Number Parapet Along Roof Perimeter (ft) BUILDING INFORMATION Wind Velocity (mph) Building Category Nominal Wind Velocity (mph) Design Wind Speed Exposure Model Number WIND LOAD DESIGN INFORMATION WA L L O P E N I N G I N F O R M A T I O N Max Pressure Per NOA APPLYING WIND LOAD FOR: EFFECTIVE WIND AREA (sqft) WA L L O P E N I N G I N F O R M A T I O N www.windloadcalc.com 10/2/2020 Page2