HomeMy WebLinkAboutLewisWilliamWindloadsComponent & Cladding Wind Loads
Prepared
for White Aluminum
Calculations by Seaside Engineers
Project:
William Lewis Residence
Certificate of Authorization No. 32048
Location:
7380 S Ocean Drive, Unit 43B
4265 60th Court
Jensen Beach, FL
Vero Beach, Florida 32967
Project ID:
(722)202-8008 info@seasideengineers.com
Date:
5/19/2020
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DesI?n Into Mation
Risk Category II
Windspeed 170 mph
Exposure D
Int. Press. Coef., GCpl(+/-) 0,18
a 5.00 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 deterloratlon, abnormalities, damage, or other conditions resulting in questionable Integrity.
Florida
Product
Area
Approval #
Building Design
Product Design
ID
Opening Description
(sqft)
Zone
or NOA
Manufacturer
Model
Pressure (PSF)
Pressure (PSF)
1.0
SGD
72.0
4
FL251.1
PGT
:SGD-670
50.0 1 -52.0
73.8 -73.8
aIVD
ROOF:
WALL:
This item has been elec-
ttonicesky signed and
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sealed by Edwvd Rosba
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PE using a Digital Signa-
No.72228
ture. Printed copies of
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this document we not
considered signed and
sealed and the signature
=
STATE OF
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must be verified on any��,
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electronic copies.
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Edward g,12 4—
May 19, 2020