HomeMy WebLinkAboutCOMPONENT & CLADDING WIND LOADS Component & Cladding Wind Loads
Prepared for White Alumininum Calculations by Seaside Engineers
Project:Olazagasti Residence Certificate of Authorization No.32048
Location:8750 S.Ocean Drive#633 4265 60th Court
Jensen Beach,FL Vero Beach,Florida 32967
Project ID: (722)202-8008 info@seasideengineers.com
Date: 9/14/2021 www.seasideengineers.com
Edward K R o s ke This document has been JO-'�P<a�IK,RO���O
Design Information electronically signed and
Risk Category II y O.'V g ♦ �,
sealed b Edward K Roske,PE 44 F
Windspeed 170 mph ing a Digital Signature. =* No.72228 *c
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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#or Building Design Product Design
ID Opening Description (sqft) Zone NOA Manufacturer Model Pressure(PSF) Pressure(PSF)
1 SGD 107.2 4 20-0429.09 PGT SGD770 55.8 19.0 90.0 -90.0
0.211
I I t I I [ 1 I
0,6h
I I I 1 I r T
L-———
z J �T , ® T� s PLAN
PLAN PLAN � �[P
Flat roof,0 5 7 degrees Gable roof Hip roof Y