HomeMy WebLinkAboutWIND LOAD DESIGN PRESSURE CALCULATIONSENGINI, `iRING
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.r Order (Ref) #: 48958 (043516-3820254630) Project Details: SASZ CONDO DOOR REPLACEMENT
W o Contractor: J&G CARPENTRY, INC. 5167 N. HIGHWAY AlA, UNIT 801
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U 7030 S.W. 16TH COURT PEMOROKE FORT PIERCE, ST. LUCIE COUNTY, FL
U m' PINES, FL
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Subject: Wind Load Design Pressure Calculations (Components & 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):
97.0 ft
Min. Building Dimension (L):
71.0 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 (Kt):
1.0
Velocity Pressure Exposure
Coefficient ( nK):
1.43
Velocity Pressure (qh):
89.64 psf
End Zone (a):
7.1 ft
ASD Method:
P = 0.6w
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NOTES: Design is in accordance with ASCE 7-10 (ASD method) and the Florida Building Code Sixth Edition (2017).
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are not valid for use unless approved via original signature and raised engineer seal of a PE from Engineering \Xp�
Results are based on contractor -supplied data and shall be field verified by others prior to use. Selection & in`tall�e"a7u'of N'•
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products shall be approved using these dimensions and pressures as verified by others.
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Note: For openings to be properly rated in Zone 4, no part of the opening shall be within 7.1 feet of any buAdIM corner.
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This engineer has not field visited this location and if this cannot be clearly identified by others, the openings I be re-
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evaluatedpriortoinstallationofanyfenestration. All other information provided above including mean roof. h%
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building minimum dimensions, opening sizes, &other supporting data was provided by others. For definitionf.o
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above terms, visit EngineeringExpress.com/Wiki" i� S
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fONA -
iced Engineer
P.E.
160 SW 12TH AVENUE, SUITE 106, DEERFIELD BEACH, FLORIDA 33442
48958(043516-3820254630) PHONE: (954) 354-0660 — FAX: (954) 354-0443
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