HomeMy WebLinkAboutAPPROVED, Eng- Wind Loads eSEALProject:
Location:
Project ID:
Date:
Design Information
Risk Category II
Windspeed 170 mph
Exposure D
Int. Press. Coef., GCpi(+/‐)0.18
a 4.00 feet
ID
Area
(sqft) Zone
Florida
Product
Approval #
or NOA Manufacturer Model
1.0 12.8 5 20‐0401.11 PGT SH7700A 49.3 ‐65.5 80.0 ‐110.0
2.0 12.8 5 20‐0401.11 PGT SH7700A 49.3 ‐65.5 80.0 ‐110.0
3.0 53.3 5 20‐0429.09 PGT SGD770 44.7 ‐56.2 90.0 ‐90.0
4.0 19.5 5 20‐0406.04 PGT HR7710A 48.0 ‐62.8 80.0 ‐110.0
5.0 4.7 5 20‐0401.11 PGT SH7700A 50.1 ‐67.1 80.0 ‐110.0
6.0 6.9 5 20‐0401.11 PGT SH7700A 50.1 ‐67.1 80.0 ‐110.0
ROOF:
WALL:Edward K Roske, PE
SH Window
SH Window
SH Window
SGD
HR Window
Certificate of Authorization No. 32048
4265 60th Court
Component & Cladding Wind Loads
Calculations by Seaside Engineers
9417 S Ocean Drive, #41
Sweeney Residence
(722) 202‐8008 info@seasideengineers.com
Prepared for White Aluminum
3/3/2021 www.seasideengineers.com
Jensen Beach, FL
187264
Vero Beach, Florida 32967
Product Design
Pressure (PSF)
SH Window
Opening Description
Building Design
Pressure (PSF)
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.
March 3, 2021
4 4
5
5
5
5 a
aa
a
h
3 2 3 323
2 1 2 212
3 2 3 323
a (typ
3
3 3
3
1
2
2 2
1
2
2 2
2 1 2 212
2
2
2
2
a (typ