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HomeMy WebLinkAboutCOMPONENT & CLADDING WIND LOADSComponent & Cladding Wind Loads Prepared for White Alumininum Project: McShea Residence Location: 9490 S. Ocean Drive #912 Jensen Beach, FL Project ID: Date: 8/13/2021 Design Information Risk Category II Windspeed 170 mph Exposure D Int. Press. Coef., GCpi(+/-) 0.18 Enclosed a 3.50 feet Edward K Ros ke 2021.08.1 d E 41 C Q*o'Pa' g 3 10:29:58 '00'04- Calculations by Seaside Engineers Certificate of Authorization No. 32048 4265 60th Court Vero Beach, Florida 32967 (722) 202-8008 info@seasideengineers.com www.seasideengineers.com Select the appropriate fastener size and spacing using the pre-engineered attachment schedule for the Florida Approved Product(s) or NOA used on this job. The contractor is responsible to ensure the use of the proper material, reinforcement, components, etc. to meet the indicated pressure per the product approval engineering document. The contractor is responsible to verify the component is in the appropriate zone using the "a" dimension shown above and diagrams shown below. The building pressures are calculated using the Allowable Stress Design. Contact Seaside Engineers immediately if the substrate at the attachment locations appears to have deterioration, abnormalities, damage, or other conditions resulting in questionable integrity. Florida Product Area Approval # or Building Design Product Design ID Opening Description (sqft) Zone NOA Manufacturer Model Pressure (PSF) Pressure (PSF) 1 SH Window 9.2 5 20-0401.11 PGT SH7700A 59.4 -108.8 80.0 -110.0 2 PW 20.1 5 20-0401.10 PGT PW7720A 59.3 -108.7 90.0 -130.0 3 Mullion 0.3 5 20-0406.03 PGT 1x2.75x0.65 59.4 1 -108.8 170.0 -170.0 0.6h �T '4f I f r © ` IIO� O COI I D.6h I I I L—————J I PLAN J Flat roof, @ 5 7 degrees PLAN Hip roof Y ��