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HomeMy WebLinkAboutDP ChartWINDLOADCALC.com BUILDING INFORMATION Design Wind Speed Wind Velocity (mph) Exposure Nominal 170 C Internal Pressure Enclosed Height above ground I.) -(ft.) 0.0 Standard Wall Height-(ft.) Mean Roof Height (h) - (ft.) 15.0 Building Width (ft.) 60.0 Building Length (ft.) 80.0 Roof Slope (x:12) 4.0 Roof Angle (degrees) 18.43 (a) Edge Strip (ft.) 6.00 End Zone (n.) 12.00 Parapet Along Roof Perimeter (ft.) ASCE 7-16 Wall Openings (all wall openings: windows, doors, shutters, etc.) Wind Load Program 2001 - 2018 Windloadcalc.come WIND LOAD DESIGN INFORMATION JOB INFORMATION Client HALEY, SIEVE Address 5113 BUCHANAN DR Company storm Tight Windows Job Number 11244 Preparer Angelique Padavano TOPOGRAPHIC FACTOR NIII Shape H, (n.) 1h, (ft.) (n.) n. Flat - No NIII 0.0 0.0 0.0 0.0 O Z APPLYING WIND LOAD FOR: ZONE OPENING ELEVATION (ft.) WIDTH (in) LENGTH EFFECTIVE WIND AREA (in) (sq.ft.) Nominal Wind Load Pressures NOA Approval Number Max Pressure Per NOA Manufacturer Model Number MAXIMUM POSITIVE PRESSURE (psf) MAXIMUM NEGATIVE PRESSURE (psf) 1. PICTURE WINDOW 5 5 70.0 34.0 16.5 36.6 -48.1 FL11409.4 55 -55 REGENCY SERIES5110 2. DOUBLE HUNG 5 5 43.0 59.0 17.6 36.4 -47.8 20-1103.08 55 -55 REGENCY 20-1103.08 3. DOUBLE HUNG 5 5 23.0 54.0 8.6 37.8 -50.6 20-1103.08 55 -55 REGENCY 20-1103.08 4. DOUBLE HUNG 5 5 35.0 59.0 14.3 36.9 -48.8 20-1103.08 55 -55 REGENCY 20-1103.08 5. DOUBLE HUNG 5 5 35.0 59.0 14.3 36.9 -48.8 20-1103.08 55 -55 REGENCY 20-1103.08 z O 6. DOUBLE HUNG 5 5 23.0 35.0 5.6 37.8 -50.6 20-1103.08 55 -55 REGENCY 20-1103.08 Q 7. PICTURE WINDOW 5 5 24.0 24.0 4.0 37.8 -50.6 20-1103.06 55 -55 REGENCY SERIES5108 ¢ 8. DOUBLE HUNG 5 5 43.0 1 59.0 17.6 36.4 -47.8 20-1103.08 55 -55 REGENCY 20-1103.08 O 2 l7 z z a O Q 3 z O F a 0 z a, z z 0 0 a 3 www.windloadcalc.com 8/11/2021 Pagel