HomeMy WebLinkAboutWind Load Calculation Component & Cladding Wind Loads
Prepared for Edwing's Unlimited Shutter Services Calculations by Seaside Engineers
Project: Wilkinson Residence Certificate of Authorization No.32048
Location: 3150 N HWY AlA N501 4265 60th Court
Fort Pierce,FL 34949 Vero Beach,Florida 32967
Project ID: (722)202-8008 info@seasideengineers.com
Date: 4/30/2021 w-ww.seasideengineers.com
Design Information
Risk Category II
Windspeed 160 mph
Exposure D
Int.Press.Coef.,GC i(+/-) 0.18
a 7.50 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 N Building Design Product Design
ID Opening Description (sgft) Zone or NOA Manufacturer Model Pressure(PSF) Pressure(PSF)
1 Accordian Shutter 26.1 1 5 FL389.2 ASSA Bertha HV Blade 1 55.5 -101.8 205.0 -205.0
2 lAccordlan Shutter 10.2 5 FL389.2 ASSA Bertha HV Blade 1 55.5 -101.8 205.0 -205.0
3 Accordian Shutter 48.3 5 FL369.2 ASSA Bertha HV Blade 1 51.3 -90.5 205.0 -205.0
4 Accardian Shutter 74.1 5 FL389.2 ASSA Bertha HV Blade 1 49.2 -85.0 120.0 300.0
5 JAccordlan Shutter 481.6 5 FL389.2 ASSA Bertha HV Blade 1 40.3 -61.1 120.0 100.0
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