HomeMy WebLinkAboutWind Loads Anita Brennan
.,- 4 Y` 6 9650 S Ocean DR Apt 1904
sum Nea 6y Ubel Jensen Beach, FL 34957
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Component & Cladding Wind Loads
Prepared for Edwing's Unlimited Shutter Services Calculations by Seaside Engineers
Project: Anita Bennan Residence Certificate of Authorization No.32048 RECEIVED
Location: 9650 S.Ocean Drive,#1904 4265 60th Court
Jensen Beach,FL 34957 Vero Beach,Florida 32967 I (�I
Project ID: (722)202-8008 info@seasideengineers.com JUN 17 2021
Date: 6/10/2021 www.seasideengineers.com 8t.WOW GdUnty
Design Information Permitting
Risk Category II
Windspeed 170 mph
Exposure D
Int.Press.Coef.,GCp;(+/-) 0.18
a 11.00 feet
Select the appropriate fastener size and spacing using the pre-engineered attachment schedule for the Florida Approved Product(s)or NOA used on 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 Accordian Shutter 216.0 4 FL389.2 ASSA Bertha HV Blade 1 52.3 56.9 120.0 100.0
2 Accordian Shutter 32.1 4 FL389.2 ASSA Bertha HV Blade 1 63.2 -64.1 205.0 -155.0
3 JAccordian Shutter 1 26.3 4 1 FL389.2 ASSA Bertha HV Blade 1 65.9 1 -65.9 205.0 -155.0
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