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HomeMy WebLinkAboutWind Load Calculation WINDLOADCALC.com BUILDING INFORMATION JOB INFORMATION Design Wind Speed Nominal Wind Velocity(mph) 175 ASCE 7-16 ®®® -' Client GRETCHEN D ANTHONYZ RESIDENCE p Exposure D Address 9650 S OCEAN BLVD 401 JENSEN BCH,FL 34957 Internal Pressure Enclosed Wall Openings r Company Height aboveground(a) ft.) 0.0 (all well openings:windows,doors,shutters,etc) lob Number 401 Standard Wall Height-(ft) 50.0 Preperer James E.Gllgenbach Mean Roof Height(h)-ft.) 52.0 Building Width(ft.) 180.0 Wind Load Program TOPOGRAPHIC FACTOR Building Length(ft.) 182.0 2001.2018 0 Roof Slope(x:12) 03 Hill shape Flat-No Hill Floor Angle(degrees) 1.19 Windloadcalc.eom�, H, ft. 0.0(a)Edge Strip(ft.) 18.00 .o.,w.,wo.•��S-... Lh ft. 0.0 End Zone(ft.) 36.00 h. 0.0 0.0 WIND LOAD DESIGN INFORMATION Nominal Wind Load Pressures c OPENING ELEVATION WIDTH LENGTH EFFECTIVE z APPLYING WIND LOAD FOR: ZONE ( ( WIND AREA MAXIMUM POSITIVE MAXIMUM NEGATIVE NOA Approval Number Max Pressure Per NOA Manufacturer Model Number (ft.) (ft.) (sq.ft.) PRESSURE(psQ PRESSURE(psf) 1-12080 SLDG.GLS.DR. 5 37 12.0 8.0 96.0 47.2 -57.7 FL19092.2 -140,120 MR GLASS&DRS 2-12090 SLDG.GLS.DR. 5 37 12.0 8.0 96.0 47.2 -57.7 FL39D92.2 -140,120 MR GLASS&DRS 3-8080 SLDG.GLS.DR. 5 37 8.0 8.0 64.0 48.7 -60.5 FL19092.2 -140,120 MR GLASS&DRS 4-6080 SLDG.GLS.DR. 5 37 6.0 8.0 48.0 49.7 -62.6 FL39092.2 -140,120 MR GLASS&DRS 5-9080 SLDG.GLS.DR. 5 37 9.0 8.0 72.0 48.3 -59.7 FL19092.2 -140,120 MR GLASS&DRS Z O 6-12090 SLDG.GLS.DR. 5 37 12.0 8.0 96.0 47.2 -57.7 FL19092.2 -140,120 MR GLASS&DRS R rr z Z Z Z W D. O J 3 Z O C5a www.windloadcalc.com a W/2021 Pagel V