HomeMy WebLinkAboutWind Load Calculation Component & Cladding Wind loads
Prepared for Edwing's Unlimited Shutter Services Calculations by Seaside Engineers -
Project: Ahrens Residence Certificate of Authorization No.32048
Location: 2400 N.HWY AlA,APT 1005 4265 60th Court
Fort Pierce,FL 34949 Vero Beach,Florida 32967
Project ID: (722)202-8008 info@seasideengineers.com
Date: 4/30/2021 wwmseasideenoineers.com
Design Information
Risk Category II
Windspeed 170 mph
Exposure D
Int.Press.Coef.,GCpi(+/-) 0.18
a 8.00 feet
Select the appropriate fastener size and spacing using the pre-engineered attachment schedule for the Florida Approved Product(s)or NOA used on thisjob.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 Accordian Shutter 73.3 4 FL389.2 ASSA Bertha HV Blade 1 55.6 58.0 120.0 lOD.O
2 Accordian Shutter 334.7 4 FL389.2 ASSA Bertha HV Blade 1 47A -52.5 120.0 -100.0
3 lAccardian Shutter 1 52.0 4 1 FL389.2 ASSA Bertha HV Blade 1 57.5 -59.2 120.0 1 -100.0
4 Accordian Shutter 1 82.0 1 4 1 FL389.2 JASSA 113ertha HV Blade 1 55.0 -57.6 120.0 1 -100.0
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