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HomeMy WebLinkAbout3301 Industrial 25 Street - Wind Loads eSEALProject: Location: Project ID: Date:  Design Information Risk Category 2 Windspeed 160 mph Exposure C Int. Press. Coef., GCpi(+/‐)0.18 a 4.00 feet ID Area  (sqft) Zone Florida  Product  Approval #  or NOA Manufacturer Model 1 22.9 5 FL389.2 ASSA Bertha HV Accordian 29.0 ‐37.6 155.0 ‐115.0 2 30.6 5 FL389.2 ASSA Bertha HV Accordian 28.5 ‐36.5 155.0 ‐115.0 3 23.8 5 FL389.2 ASSA Bertha HV Accordian 28.9 ‐37.5 155.0 ‐115.0 4 22.9 5 FL389.2 ASSA Bertha HV Accordian 29.0 ‐37.6 155.0 ‐115.0 5 22.9 5 FL389.2 ASSA Bertha HV Accordian 29.0 ‐37.6 155.0 ‐115.0 6 23.8 5 FL389.2 ASSA Bertha HV Accordian 28.9 ‐37.5 155.0 ‐115.0 ROOF: WALL:Edward K Roske, PE 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. Shutter Shutter Shutter Shutter Shutter Certificate of Authorization No. 32048 4265 60th Court Component & Cladding Wind Loads Calculations by Seaside Engineers 3301 Industrial 25 Street, Unit 3301 3301 Industrial 25 Street, Unit 3301 Product Design  Pressure (PSF) Shutter Opening Description Building Design  Pressure (PSF) (722) 202‐8008            info@seasideengineers.com Prepared for DVT Hurricane Shutters Inc 2/24/2021 www.seasideengineers.com Fort Pierce, FL 34946 Vero Beach, Florida 32967 February 24, 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