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HomeMy WebLinkAboutEngineering E` r ENGINEERING o EXPRESS® Order(Ref)#: 53982 (43697-4703472222) Project Details: PENTELECUC CONDO DOOR REPLACEMENT Contractor: J&G CARPENTRY, INC. 10980 S. OCEAN DRIVE, UNIT 513 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 p;): Roof Slope (0): 1.2 deg Topographical Factor(Kt): 1.0 Mean Roof Height (h): 71.0 ft Velocity Pressure Exposure Min. Building Dimension (L): 63.0 ft Coefficient(Kh): 1.35 Parapet>:3 feet? No Velocity Pressure (qh): 84.90 psf End Zone (a): 6.3 ft ASD Method: P=0.6w Mar_ Qty; Elev;(ft) Size:1N x-H (in) Zone Shutter. Area (ftp) 'Kn) .9Z(p-n) ;G'C GCP_, Pressures(.psf) 1 (1) 42.0 36.0 x 80.0 4 No 20.0 1.23 77.49 0.90 -0.90 +51.0/—55.0 CODE COMPLIANCE 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.\�\ 1906 1 Mdjy,Stzfmped Results are based on contractor-supplied data and shall be field verified by others prior to use.Selection&installatioQ�o� Enginee Seal�n' products shall be approved using these dimensions and pressures as verified by others. _ No PE82 J Note:For openings to be properly rated in Zone 4,no part of the opening shall be within 6.3 feet of any building come) Tue AUR t 20 2019 This engineer has not field visited this location and if this cannot be clearly identified by others,the opening shall be fe-Q \ -Gor�Ofl ttist'w- .i evaluated prior to installation of any fenestration. All other information provided above including mean roof height, t OR r \.\ building minimum dimensions,opening sizes,&other supporting data was provided by others. For definitions of the i SS Y. 9 91^ above terms,visit EngineeringExpress.com/Wiki" ���/ ��N498"i 160 SW 12TH AVENUE,SUITE 106,DEERFIELD BEACH,FLORIDA 33442 (43008-4136458333) PHONE:(954)354-0660—FAX:(954)354-0443 AutoPrint ENGINEERINGEXPRESS.COM PAGE 1 OF 1