HomeMy WebLinkAboutCOMPONENT & CLADDING WIND LOADComponent & Cladding Wind Loads
Prepared
for White Aluminum
Calculations by Seaside Engineers
Project:
Bimler Residence
Certificate of Authorization No. 32048
Location:
10044 S. Ocean Drive, #303
4265 60th Court
Jensen Beach, FL
Vero Beach, Florida 32967
Project ID:
187761
(722) 202-8008 info@seasideengineers.com
Date:
3/18/2021
www.seasideengineers.com
Design Information
Risk Category II
Windspeed 170 mph
Exposure D
Int. Press. Coef., GCpi(+/-) 0.18
a 5.50 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
(sqft)
Zone
or NOA
Manufacturer
Model
Pressure (PSF)
Pressure (PSF)
1.0
SH Window
12.0
4
20-0401.11
PGT
SH7700A
60.3
-60.3
80.0
-110.0
2.0
Mullion
0.3
4
20-0406.03
PGT
1x2.750.65
60.3
-60.3
170.0
-170.0
3.0
IFixedWindow
1 12.0
1 4
1 20-0401.10
1PGT
I PW7720A
60.3
-60.3
90.0
-130.0
a1(tvD
ROOF:
WALL:
This item has been eke
tronicall_i signed and
sealed k}y Edward Rosloe
PE using a Diatal Sagls-
tu . Printed copies of
this document are not
considered signed and
sealed and the signature
—i he verified on es{y
electmnic copies_
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No.72228
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Edward KIDly2\
March 1 � "04—