HomeMy WebLinkAboutEngineering- Wind Loads EFILEProject:
Location:
Project ID:
Date:
Design Information
Risk Category II
Windspeed 160 mph
Exposure D
Int. Press. Coef., GCpi(+/‐)0.18
a 6.00 feet
ID
Area
(sqft) Zone
Florida
Product
Approval #
or NOA Manufacturer Model
1.0 95.8 5 FL251.3 PGT 680 50.5 ‐85.9 105.0 ‐115.0
2.0 46.3 5 FL251.3 PGT 680 54.1 ‐95.7 105.0 ‐115.0
3.0 27.5 5 FL243.7 PGT 7620A 56.7 ‐102.7 100.0 ‐145.0
3a 1.3 4 FL261.1 PGT 2x6x0.25 58.4 ‐58.4 120.0 ‐120.0
4.0 94.4 4 FL251.3 PGT 680 50.5 ‐53.1 105.0 ‐115.0
5.0 27.5 4 FL243.7 PGT 7620A 56.7 ‐57.3 100.0 ‐145.0
5a 1.3 5 FL261.1 PGT 2x6x0.25 58.4 ‐107.0 120.0 ‐120.0
6.0 70.3 5 FL251.3 PGT 680 52.0 ‐90.1 105.0 ‐115.0
7.0 16.2 5 FL293.3 PGT 7600 58.4 ‐107.0 80.0 ‐130.0
ROOF:
WALL:Edward K Roske, PE
SGD
PW
Mullion
SGD
SGD
PW
Mullion
Certificate of Authorization No. 32048
4265 60th Court
Component & Cladding Wind Loads
Calculations by Seaside Engineers
9500 S Ocean Drive, #906
Dunn Residence
(722) 202‐8008 info@seasideengineers.com
Prepared for White Aluminum
12/23/2020 www.seasideengineers.com
Jensen Beach, FL
185496
Vero Beach, Florida 32967
SH Window
Product Design
Pressure (PSF)
SGD
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.
December 23, 2020
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