HomeMy WebLinkAboutWIND LOAD DESIGN PRESSURE CALCULATIONS�W EXPRNESS0
Order (Ref)#: 50805(043599-6700000000)
Contractor: J&G CARPENTRY, INC.
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Project Details: KIEFER DOOR REPLACEMENT
7030 S.W. 16TH COURT PEMBROKE
PINES, FL
9600 S. OCEAN DRIVE, UNIT 503
JENSEN BEACH, FL
Subject: Wind Load Design Pressure Calculations (Components St Cladding)
Site Information
Building Classification:
enclosed
Wind Speed (V It):
170 mph
Exposure Category:
d
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*
± 0.18
Topographical Factor (K,t):
1.0
Velocity Pressure Exposure
Coefficient ( nK):
1.49•
Velocity Pressure (qh):
93.94 psf
End Zone (a):
9.4 ft
ASD Method:
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. \ t
With Raised/:
iValid OPly4DiB
Results are based on contractor -supplied data and shall be field verified by others prior to use. Selection & installatti6i� of
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products shall be approved using these dimensions and pressures as verified by others. �� �
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Note: Foropeningstobe properlyrated in Zone4, nopartof theopeningshall bewithin 9.4feetofanybu[Wl rner.
engineer has not field visited this location and ifthiscannot be clearly identified by others, the openinis,p'pe reNo?Ievaluated
F�6�This
prior to installation of any fenestration. All other information provided aboveincluding mean roof elihtbuildingminimumdimensions, opening sizes,& other supporting data was provided by others. Fordefinit�nvfthe
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above terms, visit EngineeringExpress.com/Wiki"
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160 SW 12TH AVENUE, SUITE 106, DEERFIELD BEACH, FLORIDA 33442
50805 (043599-6700000000) PHONE: (954) 354-0660 — FAX: (954) 354-0443
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