HomeMy WebLinkAboutWIND LOAD DESIGN PRESSURE CALCULATIONS"��/� ENGINL=RING
EXPRESS
SCANNED
BY
St. Lucie County
Order (Ref) #: 50328 (043573-5409953704) Project Details: LUNSFORD CONDO DOOR REPLACEMENT
Contractor: J&G CARPENTRY, INC. 9600 S. OCEAN DRIVE, UNIT 502
7030 S.W. 16TH COURT PEMBROKE HUTCHINSON BEACH, FL
PINES, FL
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):
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 (Kt):
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). ii;So'
are not valid for use unless approved via original signature and raised engineer seal of a PE from Engineering Expresso ••
Valid Only With iseq Epglneer
Results are based on contractor -supplied data and shall be field verified by others prior to use. Selection & installafl;n3A
STATE O;Se 14;
productsshall be approved usingthese dimensionsand pressures as verified byothers. ice,
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Note: For openings to be properly rated in Zone 4, no partof the opening shall be within 9A feet of any building corner.
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This engineer has not field visited this location and if this cannot be clearly identified by others, the opening shall be re-
Gordon D' attlsto, P.E.
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
PE 2328
above terms, visit EngineeringExpress.com/Wiki"
1 #9885
160 SW 12TH AVENUE, SUITE 106, DEERFIELD BEACH, FLORIDA 33442
50328(043573-5409953704) PHONE: (954) 354-0660 —FAX: (954) 354-0443
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