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HomeMy WebLinkAboutWnd Loads (01-08-2020) EFILE 1.11.21Project: Location: Project ID: Date:  Design Information Risk Category II Windspeed 170 mph Exposure D Int. Press. Coef., GCpi(+/‐)0.18 a 6.00 feet ID Area  (sqft) Zone Florida  Product  Approval #  or NOA Manufacturer Model 1.0 70.3 4 FL251.3 PGT 680 59.2 ‐61.6 120.0 ‐141.5 2.0 46.2 4 FL251.3 PGT 680 61.6 ‐63.2 120.0 ‐141.5 3.0 27.4 4 FL243.7 PGT 7620A 64.6 ‐65.2 100.0 ‐100.6 4.0 96.6 4 FL251.3 PGT 680 57.4 ‐60.4 120.0 ‐141.5 5.0 27.4 4 FL243.7 PGT 7620A 64.6 ‐65.2 100.0 ‐100.6 6.0 93.8 4 FL251.3 PGT 680 57.6 ‐60.5 120.0 ‐141.5 7.0 16.1 4 FL239.3 PGT 7600 66.4 ‐66.4 75.2 ‐92.6 8.0 0.0 4 FL261.1 PGT Mullion 66.4 ‐66.4 120.0 ‐120.0 ROOF: WALL:Edward K Roske, PE Fixed Window SGD SH Window Mullion SGD Fixed Window SGD Certificate of Authorization No. 32048 4265 60th Court Component & Cladding Wind Loads Calculations by Seaside Engineers 9500 S Ocean Drive #1705 ‐ Islandia II Sudler Residence (722) 202‐8008            info@seasideengineers.com Prepared for White Aluminum 1/8/2021 www.seasideengineers.com Jensen Beach, FL 183274 Vero Beach, Florida 32967 Product Design  Pressure (PSF) SGD Opening Description Building Design  Pressure (PSF) 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. January 8, 2021 4 4 5 5 5 5 a aa a  h 3 2 3 323 2 1 2 212 3 2 3 323 a (typ 3 3 3 3 1 2 2 2 1 2 2 2 2 1 2 212 2 2 2 2 a (typ