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EXPRESS® Order (Ref) #: 26489 (42755-6748958333) ProjeetLESIC ��
Contractor: COMPLETE ALUMINUM GENERAL 4100 NORTH HIGHWAY AlA
CONTRACTORS
FORT PIERCE, FL
1910 BARBER RD SARASOTA, FL S(+ANNED
Subject: Wind Load Design Pressure Calculations (Components & Claddinf. ucip rhinjlr
Site Information
Building Classification:
enclosed
Wind Speed (V lt):
170 mph
Exposure Category:
d
Roof Type:
monoslope
Roof Slope (9):
0.0 deg
Mean Roof Height (h):
36.0 ft
Min. Building Dimension (L):
86.0 ft
Parapet >: 3 feet?
No
General Calculation
Directionality Factor (Kd):
0.85
Gust -Effect Factor (G):
0.85
Internal Pressure
Coefficient (GC"*
± 0.18
Topographical Factor (K,J:
1.0
Velocity Pressure Exposure
Coefficient ( nK):
1.20
Velocity Pressure (qn):
75.44 psf
End Zone (a):
8.6 ft
ASD Method:
P = 0.6w
Mark
Qty
Elev (ft)
Size: W x H (in)
Zone
Shutter?
Area (ft')
K, (Kh)
4, (A h)
GC p+
GCp_
Pressures (psf)
corn
(2)
36.0
75.0 x 95.8
5
No
49.9
1.20
75.44
0.79
-1.04
+43.9 / -55.1
balc
(1)
36.0
75.0 x 79.8
4
No
41.6
1.20
75.44
0.80
-0.89
+44.4 /-48.5
NOTES: Design is in accordance with ASCE 7-10 (Aso method) and the Florida Building Code Fifth
Edition (2014). Results are not valid for use unless approved via original signature and raised
engineer seal of a PE from Engineering Express. Results are based on contractor -supplied data
--and shall be field verified by others prior to use. Selection & installation of products shall be
approved using these dimensions and pressures as verified by others.
Valid Only WA$ Raised Engineer/
r
Fri ' 0 %617 �.
PE609%4
C6r Auth 9885
160 SW 12TH AVENUE, SUITE 106, DEERFIELD BEACH, FLORIDA 33442
26489 (42755-6748958333) PHONE: (954) 354-0660 - FAX: (954) 354-0443
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