HomeMy WebLinkAboutAPPROVED, - Wind Loads (2021-01-22) eSEALProject:
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
1.0 208.0 4 FL13757.2 Town and Country 6.8 Streamline 46.6 ‐50.5 73.3 ‐73.3
2.0 63.5 4 20‐0429.04 PGT 680 52.5 ‐54.5 120.0 ‐141.0
3.0 94.5 4 20‐0429.04 PGT 680 50.5 ‐53.1 120.0 ‐141.0
ROOF:
WALL:Edward K Roske, PE
January 22, 2021
Shutter
SGD
SGD
1/22/2021 www.seasideengineers.com
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.
Opening Description
Building Design
Pressure (PSF)
Product Design
Pressure (PSF)
9500 S Ocean Drive, #604 4265 60th Court
Jensen Beach, FL Vero Beach, Florida 32967
186031 (722) 202‐8008 info@seasideengineers.com
Component & Cladding Wind Loads
Prepared for White Aluminum Calculations by Seaside Engineers
Mosley Residence Certificate of Authorization No. 32048
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