HomeMy WebLinkAboutKeith, John - Wind Loads eSEALComponent & Cladding Wind Loads
Prepared for White Aluminum
Calculations by Seaside Engineers
Project:
John Keith Residence
Certificate of Authorization No. 32048
Location:
10000 S Ocean Drive, Unit 504
4265 60th Court
Jensen Beach, FL 34957
Vero Beach, Florida 32967
Project ID:
(722) 202-8008 info@seasideengineers.com
Date:
4/30/2021
www.seasideengineers.com
Design Information
Risk Category II
Windspeed 170 mph
Exposure D
Int. Press. Coef., GCpi(+/-) 0.18
a 6.00 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
(sqft)
Zone
or NOA
Manufacturer
Model
Pressure (PSF)
Pressure (PSF)
1.0
SH Window
16.2
5
20-0401.12
PGT
7600A
59.4
-108.8
80.0
-130.0
2.0
SH Window
23.2
5
20-0401.12
PGT
7600A
58.6
-106.8
80.0
1 -130.0
WALL:
This item has been elec-
tronica ,v signed and
sealed 'cy Edward Roske
PE using a DigitalSigna-
ture- Printed copies of
this dacument are not
considered signed and
sealed and the signature
must I~ce verified an any
electronic copies.
No.72228
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Edward K ROd,O 04
April 30, 2021