HomeMy WebLinkAboutCOMPONENT & CLADDING WIND LOADSComponent & Cladding Wind Loads
Prepared for White Alumininum
Project: Meloni Residence
Location: 7380 S. Ocean Drive #218
Jensen Beach, FL
Project ID:
Date: 8/13/2021
Design Information
Risk Category II
Windspeed 170 mph
Exposure D
Int. Press. Coef., GCpi(+/-) 0.18 Enclosed
a 5.50 feet
Calculations by Seaside Engineers
Edward K Certificate of Authorization No. 32048
4265 60th Court
Vero Beach, Florida 32967
Roske (722)202-8008 info@seasideengineers.com
www.seasideengineers.com
2021.08.1 3. E
10:33:48 3
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
71.0
5
20-0429.09
PGT
SGD770
51.1 1 -88.4
90.0 -90.0
O.6h �T
PLAN
Flat roof, @ 5 7 degrees
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PLAN
Gable roof
l a l PLAN
Hip roof
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