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HomeMy WebLinkAboutWIND LOAD DESIGN INFORMATIONBUILDING INFORMATION Design Wind Speed Nominal Wind VelecltV (mph) 175 Exposure D Internal Pressure Enclosed Haight above ground (a) {ft. 0.0 Standard Wall Height-(ft.) 50.0 Mean Roof Height (h) - (ft.) 52.0 Building Width (ft.) 180.0 Building Length (ft.) 182.0 Roof Slope (x:12) 03 Roof Angle (degrees) 1.19 a) Edge Strip (ft.) 38.00 End Zone (ft.) 36.00 WINDLOADCALC.com rn- m v r ASCE 7-16 �� � �� Wall Openings Oslo 1 ® (all well openings: windows, doors, shutters, etc.) 0 M � 9 Wind Load Program l Y� 2001- 2018 m 0 Wind(oadca(c.como "'a"' 79� roar w,�ao..,o s�«au _ �141Z Z WIND LOAD DESIGN INFORMATION xa` JOB INFORMATION Client EDUARDO.HERNANDEZRESID�EF10E Address(-4K9fiW0:OCFAN_IBLVDS607JENSENBCH, FL34957Y Company Job Number 1607 Preparer James E. Gilgenbach TOPOGRAPHIC FACTOR Hill Shape Flat -No Hlil H, (ft.)0.0 Lh ft 0.0 ft OA x ft 0.0 S a: APPLYING WIND LOAD FOR: ZONE OPENING ELEVATION (ft) WIDTH (ft.) LENGTH (ft.) EFFECTIVE WIND AREA (sq.ft.) Nominal Wind Load Pressures NOA Approval Number Max Pressure Per NOA Manufacturer Model Number MAXIMUM POSITIVE PRESSURE (psf) MAXIMUM NEGATIVE PRESSURE (psf) 1-12080 SLOG. GLS. DR. 4 142 12.0 8.0 96.0 47.2 -51.8 FL29677.2 -130,100 EGS 2 -10080 SLOG. GLS. DR. 4 142 10.0 8.0 1 80.0 47.9 -52.5 FL29677.2 .130,100 EGS 3 -3680 FXD. GLS. WOW. 4 142 3.7 8.0 29.6 51.4 -56.0 FL21899.2 -130,100 EGS 4-25SHWDW. 4 243.5 3.2 5.2 16.6 53.4 -58.0 FL20352.2 -140,080 MR GLASS &DRS 5 - 35 SH WDW. 4 143.5 4.5 S.2 23.4 52.2 -56.8 FL20352.2 -140,080 MR GLASS & DRS O 6-LAWSONMULLBAR #20-0814.10 LAWSON m O lL Z Li Z Z W 06 O J J Q 3 www.Mndloadeale.com 8/3/2021 Pagel