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HomeMy WebLinkAboutWIND LOAD CALCULATIONENGINEERING tb< EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 Pit: (954) 354-0660 FAX: (954) 354-0443 W W W.ENGEXP.COM Wind Load Calculation ASCE 7-10 Ch 3D Wind Loads -Components and Cladding 6th Edition (2017) Florida Building Code Site Information Owner: ROHR. MARY Wind Speed (V): 170 MPH Exposure Category: D Velocity Pressure Coef. (Kh): 1.46 ASCE 740 Ch 30.3.1 TWI 30.3.1 Directionality Factor (Kd): 0.85 Topographical Factor (KzT): 1.0 Structure Information Risk Category: III Building Classification: Enclosec Int. Pressure Coal. (GCpi): 0.18 ASCE 7-10 Table 26. 11-1 Mean Roof Height (h): 112 ft. Roof Slope (0): Flat Roof Slope Coefficient (0c): 0.9 Min. Building Dim. (L): 160 ft. End Zone Distance (a): 16 ft. tared in accordance with:ASCE 7-10. 30. Wind Loads - Components and Cladding Edition (2017) Florida Building Code m 2019 E-Teinpesi.cam ID: allamericanwpb-P6056 03/07/2019 Page 1 of 1 Decien Wind Praccure (PMAX+. PMAx-): ASCE 7-10. Ch. 30.4.2130.6.2 h<_60 ft. . i h>60 ft. L Max Positive Pressure (PMAx+) PMAx+ = gh(6e GCppos + GCpI) PMAx+ = gh(6e GClcos + GCI.) Max Negative Pressure (PMAx-) PMAx- = gh(Bc GCp g - GCpi) PMAx- = gh(9a GCpaeg - GCpi) D4Vire CalrlrintiflnseASCF 7-10. Chantar 70. AILSNIsceclians # Slze w ;,Zone., ,Elevation Area t '! Areal IL" , K GCA+ GGn ' XPmQ+�Y P. - ' �•� (W x H)' a (ft)' (ftz) y- .; (ftz) .,: L q (;Dvl 1 r r ;y;:.x(Ib%ft�) 1 (I5/ft2) 1 1460 x 101.75 1 Int 90 1 325.03 1 489.81 1.41 1 88.48 1 0.6 1 -0.7 41.9 48.6 SCq NN St l u��B o nO `Y i \\tllllllll///// 4, 0,0 "Sm 9 to = lNHiA. FL86sA9lAlEFg5HE91L1N4FPDY1Nl91VLFAW C.x1L)X.Y'IHI HIYlQY.6DpI51PUClOx A1gR64W10TIPiWXCM.0—aa Wx HILOC/{5I11Eff®HIMCO066FPW DRH --I ruff ' 0. BIYN MRFRM1 SSORN 1®MBJD�IENPoflL4il)HCpROKWgLM168U4DR MDRMCONMU® .MVOLF.l91flfl@iRBIGNE9M hND9INLXDlDEx9DPEMA9&UMMH 1 HlVH1VfOPmRW YOFgYKLCURIEDAi.�oF1.WNWOR LUDM VLLffiHDLGMDCWDMNNSViVGRM.BNMDWDEpAE69W1BEPOliH1A40G d1lN ORORIVXPYNP6EVXVAEWq HDPxVWxO�ON. MHM&N.NOE DMARIx IPVfl1DLODHLRIQYDFENSMEi DWD11pX5AVDF0®iC11gNMIDNS1Nl/�iHXOi W1FAW5 r. suersswnrmrvnowmxwcH.xoPno,mxncm*FcnronsanurHw.roxs.was� om. xmxswDrtoxsoflamH, wPiwcsrotxeoocuL•a*mexmre+wn®x+oxvungreoDxcmircPmx• t � ,',� 45yf, Hareas 1 %QtJGINEER: VALID FOR (iOOB ONL