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HomeMy WebLinkAboutEngineering L NOiNIMERNO Design Wind Pressure(PMAX+, PMAX-): ' LamIl UOae.R.s9' C4 - h56Q ft. h>60 ft :. CORPORATE OFFICE: Max Positive Pressure(PMAx+) PMAx+ = gh(Ac GCppos GCp) PMAX+ = gh(Ac GCppDB + GCpi) 160 SW 12th AVE, SUITE 106 DEERFIELD BEACH, FL 33442 Max Negative Pressure(PMAx-) PMAx-= gh(ec GCpneg-'GCpi) PMAx-= gh(ec GCPneg-GCpi) (954) 354-0660 1 (666)396-9999 TEAM@ENGINEERINGEXPRESS.CO M ENGINEERINGEXPRESS.COM Device Calculations: ASCE7-16, Chapter 30,All Subsections Wind Load Calculation Size Elevation Area Arear ` Pmax-+ Pmu . #` Zone KZ �` GC GCp-, ASCE 7-16 Ch 30 Wind Loads-Components&Cladding (W x'H) (ft) (ft2) (ft2)' G (lb/ft2) .' ' (lb/ft2) 7th Edition(2020)Florida Building Code 1 36 x 49.75 Int 7 12.44 5.73 0.85 53.38 1.0 -1.1 37.3 -40.5 Site Information 2 1 36 x 49.75 Int 7 12.44 5.73 0.85 53.38 1.0 -1.1 37.3 -40.5 3 1 36 x 49.75 Int 7 12.44 5.73 0.85 53.38 1.0 -1.1 37.3 -40.5 Owner: Scott Wescott 4 36 x 49.75 Int 7 12.44 5.73 0.85 53.38 1.0 -1.1 37.3 -40.5 5 36 x 49.75 Int 7 12.44 5.73 0.85 53.38 1.0 -1.1 37.3 -40.5 Wind Speed(VuLT): 170 MPH 6 .36 x 49.75 Int 7 12.44 5.73 0.135 53.38 1.0 -1.1 37.3 -40.5 Exposure Category: C 7 36 x 49.75 Int 7 12.44 5.73 0.85 53.38 1.0 -1.1 37.3 -40.5 Velocity Pressure Coef.(Kh): 0.85 8 36 x 49.75 Int 7 12.44 5.73 0.85 53.38 1.0 -1.1 37.3 -40.5 Directionality Factor(Kd): 0.85 9 36 x 49.75 Int 7 -12.44 5.73 0.135 53.38 1.0 -1.1 37.3 -40.5 Topographical Factor(Kzr): 1.0 10 36 x 49.75 Int 7 12.44 5.73 0.85 53.38 1.0 -1.1 37.3 -40.5 11 36 x 49.75 Int 7 12.44 5.73 0.115 53.38 1.0 -1.1 37.3 -40.5 Structure Information 12 36 x 49.75 Int 7 12.44 5.73 0.135 53.38 1.0 -1.1 37.3 -40.5 13. 36 x 49.75 Int 7 12.44 5.73 0.85 53.38 1.0 -1.1 37.3 -40.5 14 36 x 49.75 Int 7 12.44 5.73 0.85 53.38 1.0 -1.1 37.3 -40.5 15 36 x 49.75 Int 7 12.44 5.73 0.85 53.38 1.0 -1.1 37.3 -40.5 Qom- 16 36 x 49.75 Int 7 12.44 5.73 0.85 53.38 1.0 -1.1 37.3 -40.5 e t~ ®°' ~� 17 36 x 49.75 Int 7 12.44 5.73 0.135 53.38 1.0 -1.1 37.3 -40.5 0 e ,y• z0 18 36 x 49.75 Int 7 12.44 5.73 0.85 53.38 1.0 -1.1 37.3 -40.5 s 19 36 x 49.75 Int 7 12.44 5.73 0.85 53.38 1.0 -1.1 37.3 -40.5 20 36 x 49.75 Int 7 12.44 5.73 0.85 53.38 1.0 -1.1 37.3 -40.5 Risk Category: II 21 37.44 x 80.63 Int 7 20.96 15.05 1 0.85 53.38 0.9 -1.0 36.0 -39.2 Building Classification: Enclosed 22 15.5 x 80.63 Int 7 8.68 15.05 0.85 53.38 1.0 -1.1 36.8 -40.0 Int.Pressure Coef.(GCpi): 0.18 23 15.5 x 80.63 Int 7 8.68 15.05 0.135 53.38 1.0 -1.1 36.8 -40.0 Mean Roof Height(h): 15 ft. 1 24 37.44 x Int 7 20.96 15.05 0.135 53.38 1 0.9 -1.0 36.0 -39.2 Roof Slope(0): Sloped 80.625 Roof Slope Coefficient(0c): 1.0 Min.Building Dim.(L): 25 ft. � f �' CIS Yli���r"lE IC . .�. _ End Zone Distance(a): 3 ft. 44- Prepared AOTHERSNOCCEATFEATUNTION OERHERE%PRESSEDORMRED60FFE(�DEPUR_TMSEO�FbT Np ALLATIJN O�LgD�UN�60PENN0 STMQflCOMPONENTUSEDONGWmCTHESE Richard Neef P E : L PEy'36488 in accordance with:ASCE 7-16. 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