HomeMy WebLinkAboutEngineering - Wind Loads EFILEProject:
Location:
Project ID:
Date:
Design Information
Risk Category II
Windspeed 170 mph
Exposure D
Int. Press. Coef., GCpi(+/‐)0.18
a 7.00 feet
ID
Area
(sqft) Zone
Florida
Product
Approval #
or NOA Manufacturer Model
1.0 93.8 4 17‐0420.07 PGT SGD 5470 55.8 ‐60.0 85.3 ‐85.3
2.0 73.1 4 17‐0420.07 PGT SGD 5470 57.2 ‐61.0 85.3 ‐85.3
3.0 26.1 4 19‐1126.09 PGT PW‐5420 62.9 ‐64.9 80.0 ‐89.3
4.0 16.2 4 17‐0630.06 PGT SH‐5400 64.3 ‐65.9 65.0 ‐72.5
5.0 22.3 4 17‐0630.06 PGT SH‐5400 63.7 ‐65.5 65.0 ‐72.5
6.0 0.5 4 17‐0630.01 PGT Mullion 1.25x3.25x0.625 64.3 ‐65.9 170.0 ‐170.0
ROOF:
WALL:Edward K Roske, PE
SH Window
Mullion
SGD
Picture Window
SH Windows
Certificate of Authorization No. 32048
4265 60th Court
Component & Cladding Wind Loads
Calculations by Seaside Engineers
9650 S Ocean Dr, Unit 1708
Palmer Residence
(722) 202‐8008 info@seasideengineers.com
Prepared for White Aluminum
6/2/2020 www.seasideengineers.com
Jensen Beach, FL 34957 Vero Beach, Florida 32967
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.
June 2, 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