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Design Information
Risk Category II
Windspeed 170 mph
Exposure C
Int. Press. Coef., GCpi(+/‐)0.18
a 5.50 feet
ID
Area
(sqft) Zone
Florida
Product
Approval #
or NOA Manufacturer Model
1.0 12.6 5 FL239.7 PGT SH 5500 41.4 ‐55.1 65.0 ‐70.0
2.0 12.6 5 FL239.7 PGT SH 5500 41.4 ‐55.1 65.0 ‐70.0
3.0 18.2 5 FL239.7 PGT SH 5500 40.4 ‐53.1 65.0 ‐70.0
4.0 9.8 5 FL239.7 PGT SH 5500 42.1 ‐56.4 65.0 ‐70.0
5.0 14.0 5 FL239.7 PGT SH 5500 41.2 ‐54.5 65.0 ‐70.0
ROOF:
WALL:Edward K Roske, PE
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.
May 19, 2020
Carey Holmes Residence
(722) 202‐8008 info@seasideengineers.com
Prepared for White Aluminum
5/19/2020 www.seasideengineers.com
PSL, FL 34952
180186
Vero Beach, Florida 32967
Product Design
Pressure (PSF)
SH Window
Opening Description
Building Design
Pressure (PSF)
Certificate of Authorization No. 32048
4265 60th Court
Component & Cladding Wind Loads
Calculations by Seaside Engineers
10 Lake Vista Trail #105
SH Window
SH Window
SH Window
SH Window
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