HomeMy WebLinkAboutWIND LOAD DESIGN PRESSURE CALCULATIONS'�� ENGINEERF
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Order (Ref) #: 42482 (043270-4114467593)
Contractor: J&G CARPENTRY, INC.
Project Details: GOODMAN CONDO DOOR REPLACEMENT
9600 S OCEAN DRIVE, UNIT 603
7030 S.W. 16TH COURT PEMBROKE JENSEN BEACH, FL
PINES, FL SCANNED
BY
Subject: Wind Load Design Pressure Calculations ( or ip&i%nt9ltPC)adding)
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):
127.0 ft
Min. Building Dimension (L):
94.0 ft
Parapet_ 3 feet?
No
General Calculation
Directionality Factor (Kd):
0.85
Gust -Effect Factor (G):
0.85
Internal Pressure
Coefficient (GCp;):
t 0.18
Topographical Factor (K,t):
1.0
Velocity Pressure Exposure
Coefficient ( nK):
1.33
Velocity Pressure (qh):
83.70 psf
End Zone (a):
9.4 ft
ASD Method:
P = 0.6w
VI'Imms=®==M=
M=
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 & installation Qf;
products shall be approved using these dimensions and pressures as verified by others.
Note: Far openings to be properly rated in Zone 4, no partof the opening shall be within 9.4 feet of any building corn:
This engineer has not field visited this location and if this cannot be clearly identified by others, the opening shall be ® ;
evaluated prior to Installation of any fenestration. All other information provided above Including mean roof heigTit
building minimum dimensions, opening sizes,& other supporting data was provided by others. For definitions of tTie-l;(
above terms, visit EngineeringExpress.com/Wiki"
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160 SW 12TH AVENUE, SUITE 106, DEERFIELD BEACH, FLORIDA 33442
42482(043270-4114467593) PHONE: (954) 354-0660 — FAX: (954) 354-0443
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