Loading...
HomeMy WebLinkAboutCOMPONENT & CLADDING WIND LOADSComponent & Cladding Wind Loads (9 < "' Prepared for C)Vr Hurricane Shutters, Inc Calculations by Seaside Engine rs a project: Location: Bisco of Florida Inc 3305 Oleander Ave Certificate of Authorization No. 32048 4265 60th Court C) 0 Fort Pierce, FI 34982 Vero Beach, Florida 32967 7'a Project ID: (722) 202-8008 Infotmseasideengineers me, Date: 917/2018 www.seansideengineers.com Design Information RiskCategory 2 Mrindspeed 160 mph Exposure D Int. Press. Cocf., GCj+/-) 0.18 a 3.00 feet FILE COPY These pressures are calculated using the Allowable Stress Design. Select the appropriate fastener size and spacing using the pre-engineered attachment schedule for the Florida Approved Product(s) used on this job. Contact Seaside Engineers Immediately If the product attachment schedule Is derived on ultimate design pressures Instead of allowable strm design. Opening Description Area (sqft) Zone Florida Product Approval # or NOA Manu-facturer model Building Design Pressu a (PSF) Product Design Pressu a (PSF) at 34A 5 FL389.2 Amedcan Shutter Bertha, Blade 1 37.4 -47.9 64.0 .72.0 #2 31.0 5 FL389.2 American Shutter Bertha, Blade 1 37.6 48A 641.0 -72.0 #3 34.4 5 F1.389.2 AnnericanShutter Bertha, Blade I 37A -47.9 64.0 -72.0 #4 13.8 5 F1.389.2 Annedcan Shutter Bertha, Blade 1 39.8 -52.7 64.0 .72.0 #7 17.4 5 FL389.2 American Shutter Bertha, Blade 1 39.2 .51.5 641.0 -72.0 48 17.4 5 FL389.2 jAmerican Shutter Bertha, Blade 1 39.2 -SLS 64.0 -72.0 ROOF: WALL: ',% 01%%111111111., 11 �kU K-jq 0 (9. 0 GENS'* No. 722 OF STATE lZ .40 joli. R so Edward K Roske, PE September 7, 2018