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Order (Ref) #: (43935-6382754630) Project Details: OGIBA CONDO DOOR REPLACEMENT
Contractor: J&G CARPENTRY, INC. 10044 S. OCEAN DRIVE, UNIT 1206
7030 S.W. 16TH COURT PEMBROKE JENSEN BEACH, FL
PINES, FL
Subject: Wind Load Design Pressure Calculations (Components & Cladding)
Site Information
Building Classification:
Wind Speed (V„lt):
Exposure Category:
Roof Type:
Roof Slope (A):
Mean Roof Height (h):
Min. Building Dimension (L):
Parapet >_ 3 feet?
enclosed
170 mph
d
monoslope
1.2 deg
106.0 ft
134.0 ft
►C
General Calculation
Directionality Factor (Kd):
Gust -Effect Factor (G):
Internal Pressure
Coefficient (GCP*
Topographical Factor (KZt):
Velocity Pressure Exposure
Coefficient (Kh):
Velocity Pressure (qh):
End Zone (a):
ASD Method:
0.85
0.85
± 0.18
1.0
1.45
91.03 psf
13.4 ft
P = 0.6w
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.
Results are based on contractor -supplied data and shall be field verified by others prior to use. Selection & instal n of
products shall be approved using these dimensions and pressures as verified by others.
Note: For openings to be properly rated in Zone 4, no part of the opening shall be within 13.4 feet of any building corner.
This engineer has not field visited this location and if this cannot be clearly identified by others, the opening shall be re-
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
above terms, visit EngineeringExpress.com/Wiki "
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aijd Only With Raised/Stampad =
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Frank L. Bennardo, P.E.
PE0046549
#9885
160 SW 12TH AVENUE, SUITE 106, DEERFIELD BEACH, FLORIUA 2
(43935-6382754630) PHONE: (954) 354-0660 — FAX: (954) 354-0443
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