HomeMy WebLinkAboutProduct Approval Component & Cladding Wind Loads
Prepared for Edwing's Unlimited Shutter Services Calculations by Seaside Engineers
Project: Carla Palma Residence Certificate of Authorization No.32048
Location: 9900 S.Ocean Drive.Unit#405 4265 60th Court
Jensen Beach,FL 34957 Vero Beach,Florida 32967
Project ID: (722)202-8008 info@seasideengineers.com
Date: 1/31/2020 vAvw.seasideenaineers.com
Design Information
Risk Category 2
Windspeed 170 mph
P P
Exposure D
Int.Press.Coef.,GCy(+/-) 0.18
a 5.00 feet
Selectthe 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# Building Design Product Design
ID Opening Description (sgft) Zone or NOA Manufacturer Model Pressure(PSF) Pressure(PSF)
1.0 Accordian Shutter 12.6 4 FL389.2 ASSA Bertha HV Blade 1 61.9 -61.9 205.0 -145.0
2.0 Accordian Shutter 24.7 1 4 FL389.2 ASSA jBertha HV Blade 1 60.8 1 -61.2 205.0 -145.0
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WALL: h Edward K Roske, PE
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