HomeMy WebLinkAboutWind Load Calculation RECEIVED
ENGINEERING NOV 2019
®�• EXPRESS
ST. Lucie County, Permitting
Order(Ref)#: 56879 (43767-4717361111) Project Details: dANNA CONDO DOOR REPLACEMENT
Contractor: J&G CARPENTRY, INC. 9490 S OCEAN DRIVE, UNIT 909
7030 S.W. 16TH COURT PEMBROKE JENSEN BEACH, FL
PINES, FL
Subject: Wind Load Design Pressure Calculations(Components&Cladding)
Site Information General Calculation
Building Classification: enclosed Directionality Factor (Kd): 0.85
Wind Speed (Vult): 170 mph Gust-Effect Factor(G): 0.85
Exposure Category: d Internal Pressure
0.18
Roof Type: monoslope Coefficient(GC'*
±
Roof Slope (0): 1.2 deg Topographical Factor (K,t): 1.0
Mean Roof Height (h): 88.0 ft Velocity Pressure Exposure
Min. Building Dimension (L): 53.0 ft Coefficient (Kh): 1.40
Parapet>: 3 feet? No Velocity Pressure (qh): 88.13 psf
End Zone (a): 5.3 ft
ASD Method: P=0.6w
Mark Qty Elev(ft) Size: W x H (in) Zone Shutter? Area(ft2) Kz (Kh) q z (q h) GCp+ GCp_ Pressures (psf)
1 (1) 76.0 36.0 x 80.0 4 No 20.0 1.37 85.91 0.90 -0.90 +55.9/—57.1
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. VOdiO*)WO Raised/Stamped
Results are based on contractor-supplied data and shall be field verified by others prior to use.Selection&installatio\,pf\ ,s—�3OEnlgjnee bseal
products shall be approved using these dimensions and pressures as verified by others. QCO\
Note:For openings to be properly rated in Zone 4,no part of the opening shall be within 5.3 feet of any building RInX19
This engineer has not field visited this location and if this cannot be clearly identified by others,the opening shallm re-
evaluated prior to installation of any fenestration. All other information provided above including mean roof I]tGorlfog i, � ,� C� R.E.
—
PE8132
building minimum dimensions,opening sizes,&other supporting data was provided by others. For definitions atl%. 1 G�
above terms,visit EngineeringExpress.com/Wiki Q' $ $
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160 SW 12TH AVENUE,SUITE 106,DEERFIELD BEACH,FLORIDA 33442
56879 (43767-4717361111) PHONE: (954)354-0660—FAX:(954)354-0443
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