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HomeMy WebLinkAboutWIND LOAD CALCULATION_ ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH:(954) 354-0660 FAX: (954) 354-0443 W W W.ENGEXP.COM Wind Load Calculation ASCE 7-10 Ch 30 wind Loads -Components and Cladding 6th Edition (2017) Florida Building Code Site Information owner: DOUGLAS & ROBERTA EGER Wind Speed (V): 170 MPH Exposure Category: C Vel6dity Pressure Coef. (Kh): 0.85 ASCE 7'40 CID 30.3.1 Table 30.3.1 Directionality Factor (Kd): 0.85 Topographical Factor (KzT): 1.0 Structure Information I Risk Category: H ''Building Classification: Enclosed Int. Pressure Coef. (GCpi): 0.18 ASCE ZIO Table 26.11.1 Mean Roof Height (h): 15 ft. Roof Slope (0): Sloped Roof Slope Coefficient (Be): 1.0 Min. Building Dim. (Q: 25 ft. End Zone Distance (a): 3 ft. Jared in accordance with:ASCE 7-10. 30. lflnd Loads - Components and Cladding Edition (2017) Florida Building Code © 2019 E-Tempest.com ID: newsouth-PEGER 03128/2019 Page 1 of 1 Design Wind Pressure (PMAx+, PMAx-): ASCE 7-10, Cit. 30.4.2130.6.2 h<_60 ft: h560 ft:, -� Max Positive Pressure (PMAx+) PMAx+ = qh(B. GCppDE + GCpi) PMAx+ = gh(Bc GCppes + GCp) Max Negative Pressure (PMAx-) PMAx- = gh(Bc GCpne¢ - GCpi) PMAx- = gh(BG GCptn - GCpi) Device Calculations:ASCE 7-10. Chanter30. All Subsections # Size - i(W x H) ,.'. Zones. Elevation (ft) Area (ftz) AreaT (ft2) , `+' K: g. q ' GCp+ , GCp PM + i (Ili/ft) Pas.- z (lb%ft.) 1 36 x 49.5 Int 7 12.38 5.67 0.85 53.38 1.0 -1.1 37.3 -40.5 2 36 x 49.5 Int 7 12.38 5.67 0.85 53.38 1.0 -1.1 37.3 -40.5 3 52 x 49.5 Int 7 17.88 6.26 0.85 53.38 1.0 -1.1 36.4 -39.6 4 35.75 x 37 Int 7 9.19 3.17 0.85 53.38 1.0 -1.1 37.8 -41.0 5 52 x 37 Int 7 13.36 6.26 0.85 53.38 1.0 -1.1 37.1 -40.3 .gee SCANNED WT Fo BY ASC /4i0 944%B St. Lucie County �odn,, °vzh' eel s\lllll lllll!/// REVIEWED FOR \\O��"Me DIBgTTi CODE COMPLIANCE FOIL�• NaPE82328 ST. LUCIE COUNTY un SOCC =� ' STATE OF <J F TMDNPoRwToxeNTaJommrnoweoEmxm¢aJxFswnrxEwawsEOETMEnseuwoxoFGL�uxirseoraxomorzcmx.wmoED�Nuorxow®erorxa+sxoeenEeemx.mxe, /.Gpr�rsyp E6xasmaR M m,G0FFmm IS THEMMIOR nticminvOFMYMDMsm sYE ea GGm".T..XONownx n4MMEaURMAU.M0aoCTssaP a tsatnlm Nslam/GcoHD0.VGEwRM/ 'ZtiJFj l; o es.. ow�DNFcFLFoAaEoE�AnvMeMaoT�DooxwGoTaANu�Y :iED�NJarrvUroEoEvS'9�MJflOEFSsPo.aRx�TMeaEMG�RNwJTMEermeNavv°sevsi �Nnvµion i�FEiaarzorvaiaroTNxG�sMmi4oN�GowxaaWeaEsN,Sm„..sw�sEiaA�TMa C�omFmI'Ae+ ENLFTNmNp. XGCACUOflflE.OFAmTMFTTEMOM=UNa6mYGP.a.URm.MJLGEINHEECOMflLNflADrNC ]. M P=MRUCMREB0.Mm mmUAmro .DTMED50.WMCD®MR®IuLmDNE.�C McHYYTMEaMeW.R.GwoKZWUNDMRxXUNx N.BiDL...ENDxTEEGHos.U.Rfl DxGOPF.RD.C�PoN.LP .IE. m � IOIlNElaGroNExoDRCWxNas oosrMPCmasoxRaLODsaENSONSsalaalls.N. HMEMV&MUCWRNEA9wxQUEDMMRGo ie L5.AGHO c UExc x pv�n'➢L I I 0�1\\9 LmusaeLuTFMR�LTHOFRouwwFoCm,nMcro.eCONVRUCMNMXcamxDTHATWHCHBcwMmVLMu,UT4mnxCODs&MOMDroxsO,MD ` LMe EMNGEN HMNOTL TM6JOE NFORw CIXJ MNEPEN6619DCNCCNT WRM1 DMMDLffA9M@@JRBIGNFFIixOE611E491NLNDTeEHE1DaE90N59EMLY8Ex CERT AUTH A9886 WOOXU�WAYMXOFGOYd1YMANYNPLGUflgExTPoRwI�pXM�P,mMOFLRroNOFF)b'nlGF6000NDaNGXs OF001C/.1pImO NSNi{1Tp10uWl�FAH FOPVDfJ+BImoROILNXIMOP6EVN.U1rE0Ua W,rrHRAIS ENGINEER SEAL T.QOF➢TMDNIE�vMowmxmax.NowonvnxemTFcnmxsoauExusroxsaaE omQmDRoxsoaGTMa�venKxesromxoocm.mJrraEXoreaLummrxorvvuonTEouaeFnTEcnmx- VALID (1)JOB ONLY /