HomeMy WebLinkAboutCOMPONENT & CLADDING WIND LOADSPrepared for White Alumininum Calculations by Seaside Engineers
Project: D'Amico Residence Certificate of Authorization No. 32048
Location: 9490 S. Ocean Drive #415 4265 60th Court
Jensen Beach, FL Vero Beach, Florida 32967
Project ID:(722) 202‐8008 info@seasideengineers.com
Date: 9/10/2021 www.seasideengineers.com
Design Information
Risk Category II
Windspeed 170 mph
Exposure D
Int. Press. Coef., GCpi(+/‐)0.18 Enclosed
a 3.50 feet
ID
Area
(sqft) Zone
Florida
Product
Approval # or
NOA Manufacturer Model
1 9.9 5 20‐0401.11 PGT SH7700A 59.4 ‐108.8 80.0 ‐110.0
2a 9.9 5 20‐0401.11 PGT SH7700A 59.4 ‐108.8 80.0 ‐110.0
2b 0.3 5 20‐0406.03 PGT 1x2.75x0.65 59.4 ‐108.8 170.0 ‐170.0
3a 9.3 5 20‐0401.11 PGT SH7700A 59.4 ‐108.8 80.0 ‐110.0
3b 19.7 5 20‐0401.10 PGT PW7720A 59.4 ‐108.8 90.0 ‐130.0
3c 0.4 5 20‐0406.03 PGT 1x2.75x0.65 59.4 ‐108.8 170.0 ‐170.0
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.
Component & Cladding Wind Loads
Building Design
Pressure (PSF)
Product Design
Pressure (PSF)Opening Description
SH Window
SH Window
Mullion
SH Window
PW
Mullion