HomeMy WebLinkAboutAPPROVED Hysell Residence (Glass) - Wind Load Letter eSEALComponent & Cladding Wind Loads
Prepared for White Alumininum
Project: Hysell Residence
Location: 9500 S Ocean Drive #1302
Jensen Beach, FL 34957
Project ID:
Date: 12/22/2021
Design Information
Risk Category II
Windspeed 170 mph
Exposure D
Int. Press. Coef., GCpi(+/-) 0.18 Enclosed
a 6.00 feet
Calculations by Seaside Engineers
Certificate of Authorization No. 32048
4265 60th Court
Vero Beach, Florida 32967
(722) 202-8008 info@seasideengineers.com
www.seasideeng i neers.com
Edward K R o s ke This document has been
electronically signed and
sealed by Edward K Roske, PE
1 O. ^ 0 ^
1 1
using a Digital Signature.
Printed copies of this
•
document are not considered
signed and sealed and the
'
signature must be verified on
o o' o
an electronic copies.
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.
ID
Opening Description
Area
(sqft)
Zone
Florida
Product
Approval # or
NOA
Manufacturer
Model
Building Design
Pressure (PSF)
Product Design
Pressure (PSF)
1
SGD
64.5
4
20-0429.07
PGT
SGD 670
59.2
-61.4
90.0
-140.0
2
PW
28.2
4
20-0401.09
PGT
PW 7620
63.9
-64.6
100.0
-145.8
3
SGD
94.2
1 4
1 20-0429.07
PGT
SGD 670
57.1
-60.0
90.0
-140.0
4
SH Window
16.1
1 4
1 20-0401.11
1PGT
ISH 7700A
65.9
-65.9
80.0
-110.0
5
SH Window
18.5
4
20-0401.11
PGT
SH 7700A
65.9
-65.9
80.0
-110.0
Sa
Mullion
0.0
4
20-0406.03
PGT
1x2.75x0.375
65.9
-65.9
170.0
-170.0
0.6h �T
PLAN
Flat roof, @ 5 7 degrees
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Gable roof
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Hip roof
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