HomeMy WebLinkAboutWind loads RE�ENeo
Component & Cladding Wind Loads
Prepared for Jensen Beach Aluminum Calculations by Seaside Engineers
QeP,�R,ent
Project: Timothy Wilson Residence Certificate of Authorization ?910 nt
Location: 13515 S.Indian River Drive Unit 707 4265 60th Court sit-LUC1e cou v
Jensen Beach,FL 34957 Vero Beach,Florida 32967
Project ID: (722)202-8008 info@seasideengineers.com
Date: 1/3/2020 www.seasideengineers.com
Design Information
Risk Category II
Windspeed 170 mph
Exposure D
Int.Press.Coef.,GC„(+/-) 0,18
a 4.20 feet
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# Building Design Product Design
ID Opening Description (sgft) Zone or NOA Manufacturer Model Pressure(PSF) Pressure(PSF)
1.0 Accardian Shutter 30.0 5 FL13757.2 Town&Country 6.8 Streamline 48.1 -61.9 70.0 70.0
2.0 JAccordlan Shutter 30.0 5 FL13757.2 Town&Country 6.8 Streamline 48.1 -61.9 70.0 -70.0
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