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Order (Ref) #: 42942 (043298-5476388889) Project Details: COMMERCIAL BUILDING DOOR REPLACEMENT
Contractor: J&G CARPENTRY, INC.
3700 AVENUE F
7030 S.W. 16TH COURT PEMBROKE FORT PIERCE, FL SCANNED
PINES, FL BY
St. Lucie County
Subject: Wind Load Design Pressure Calculations (Components & Cladding)
Site Information
Building Classification:
enclosed
Wind Speed (V It):
170 mph
Exposure Category:
c
Roof Type:
monoslope
Roof Slope (0):
1.2 deg
Mean Roof Height (h):
21.0 ft
Min. Building Dimension (L):
50.0 ft
Parapet> 3 feet?
No
General Calculation
Directionality Factor (Kd):
0.85
Gust -Effect Factor (G):
0.85
Internal Pressure
Coefficient(GCpi):
±0.18
Topographical Factor (K,t):
1.0
Velocity Pressure Exposure
Coefficient ( nK):
0.91
Velocity Pressure (qh):
57.30 psf
End Zone (a):
5.0 ft
ASD Method:
P = 0.6w
IlKilti
°®am
MEM
NOTES: Design is in accordance with ASCE 7-10 (ASD method) and the Florida Building Code Sixth Edition (2017). Results
are not valid for use unless approved via original signature and raised engineer seal of a PE from Engineering Express. Valid gnlq With ai§gd Engineer
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.
Q • \'AGE •. cSJ,
Note: For openings to be properly rated In Zone 4, no part of the opening shall be within 5 feet of any building comer.— T e - 2018
This engineer has not field visited this location and if this cannot be clearly identified by others, the opening shall be re- Go on I attlsto, P.&
evaluated prior to installation of any fenestration. All other information provided above including mean roof height,=
building minimum dimensions, opening sizes, & other supporting data was provided by others. For definitions of the— 2328
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above terms, visit EngineeringExpress.com/WikiCe PtAr9885. 4
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160 SW 12TH AVENUE, SUITE 106, DEERFIELD BEACH, FLORIDA 33442
42942 (043298-5476388889) PHONE: (954) 354-0660 — FAX: (954) 354-0443
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