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HomeMy WebLinkAboutDESIGN WIND PRESSUREENGINEERING 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 70 Wind Loads -Components and Cladding 61h Edition (2017) Florida Building Code Site Information Owner: SKITT. PHILLIP Wind Speed (V): 170 MPH Exposure Category: D Velocity Pressure Coef. (Kh): 1.46 ASCE 7-10 Ch 30.3.1 Table 30.3.1 Directionality Factor (Kd): 0.85 Topographical Factor (KzT): 1.0 Structure Information Risk Category: III Building Classification: Enclosed InL Pressure Coef. (GCpi): 0.18 ASCE 7-10 Table 26.11-1 Mean Roof Height (h): 112 ft. Roof Slope (B): Flat Roof Slope Coefficient (Be): 0.9 Min. Building Dim. (L): 160 ft. End Zone Distance (a): 16 ft. I)ncian Wind Prpai re (PMnx+- PMax-I: A.SCF.7 10 Ch. 304.2130.6.2 o h:560 ft. h>60,ft Max Positive Pressure (PMAx+) PMAX+ = gh(Oc GCppos +GCq) PMAX+ = gh(Bc GCppos + GCq) Max Negative Pressure (PMAx-) PMAx- = gh(9c GCpneg - GCq) PMAx- = gh(9c GCvw - GCq) Device CalrulatlunsaASCE 7-10. Chanter30. All Subsections # _ Size (W x H) Zone Elevation " (ft) Area a" (ft2) AreaT (ft2) K= g= ; .. GCp+ - GGp ' Pina.+ (Ib/ft2) Pon.- (Ib/ftz) 1 82 x 101.75 1 Int 1 90 57.94 23.97 1.41 88.48 0.8 -0.8 52.4 -55.9 3 82 x 101.25 Int 90 57.66 23.73 1.41 88.48 0.8 -0.8 52.5 -55.9 5 760 x 102 Int 90 538.33 1337.04 1.41 88.48 0.6 -0.7 1 41.8 -48.5 gg8 FMIENERS OR ATTACHMENTS T431 PLU NID ALLrMIOPMED WORK q� fibPa r�E�pONS161LRY OF THE ARE SUBJECT TO ANY CORECTIOM IaEoIIIHED EY FIELD INSFECTORStlin NNTRAOTOR OF RECORD 14AY Pit! NECESSARY IN ORDER M CQKYWITHRLLIPFU0 COD@3. SCANNED BY St. Lucie County ` -1 1q0 I _0jfi2 ST. LUCIE COU FOR DATE MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE 111II1uf1/I// ,�� \ c�o�o LI Mry /gqT� i ' No "'E82328 tP O - 'd4= Y. HOCfPiFCg1 QYOflflFKY/60FF91m1NAlXERIdpSIDVNPEL�TµVWPE4PmVR2@lISN19'ifl0®1¢µEIDaeMDP®oYmEMMaTiGC0nmAeTMMD1XelaC.ssmgw -^IC OF eL• ' Jaf� In aCWldnnCe WIIII:ASCE 7-I O. ]. PIExOSTamUMAG6/S]M.®TOEEM¢UATETOW 7MDMELOMEM05 .IN BGELTJIµWDPPp6T.C¢A GMp O.p10 NWDMNMMDCFPTFm BVµmGNEH10FPP �. ••� 30. Wind goads - cane Components and Cladding TIECONMMMFAU ONGOFFCM&HXamsTTIgTn1EExBSTUTE MDUPNGWOPKB¢UNOMSHTNLg NOFPi65F51FMFDLi6LNEFSMEFWNDNTIEEXHfNGHQSMUD_UE1Df1i •� RIDA p g CAMEMSµ& L¢XOTF®DFFOPEEOMNUNGOANT.UCTDN..q E .I ERMTMASN9TMDREEVNUR DE .NOWMgMN..mNfAEtlRE ORM M.6COXTM®NfAfN. / •• Witioa(2017) Florida Building Code c wavNrouusmATEOLwxwsc¢MoommDecxcpnmalxEruATvnersrxTTmrxEm¢rTxgTmEo.wrvGMu6xmauLLm Txu�saoFrxEacxan®DF.xN. / '•�•1 •; A• ,t rh mMrca6roL�srsuFmoL�soxsmnproNsrxuTuu. / O N(�,11t,)FIL-IKUI ly Manua atn T�x61ETOVYOgT¢s111ucNpI1G¢gx Aa511owx ONLTusEOF1N69£CFcgT]NGVcoxIPMroP..i W NDBM FFsnS4YIIHM 1AStlxs¢OxEd iOx PLLEosre D..NCLue, © 2019 E-Tempesecom E LwDµaFnsLesraLnreq�sPEwLmomornrwrFPwFcePegron.ss,seFP¢mN,LcoxsmucmxmMTCEseEronorxnrwxex6cuL¢wPsvLocx.srATEeFEDmucoo¢eFPeuoewrorvsosmd 11 1 a americanupb-P5899 BIGHEPNGDTIE4N0.SHDTN.i1®TI6JOBSIIENFOPVAIpICOMPNm XmHi6PA4D gICONTVGtOggIfTHIDRTAµD A91gB01Tg¢GNESINGE4AES991N1NmffMd0ACMD HEOPLVHFN I11 I CERTO TH !/988a D µrWgYfWimpOXEWGOgNMEVMTiDATAOq NEIW gEV8115WOPx91NLB<FFLG4WF®R1ePT)CONSmUmON.BIGNEEANCFynEaS 91µLBEXmF®µDGM1tHµOROpNNIFrroPEEYMUATEpUP W�aRKUMxOPEm9irOFµT M VPAM.N R.A .x ProN DFCAmxoFFAEINGFELDCONDMNSMOFO ZAc NMDHsr LMNOFMAn MI WtrH RAISE GINEERf 01/21/2019 Page I of 1 MMommxS MOWMHMP N.NOAGOGCNMCERRCATQNGCRAFPx NSMENMOM. •x.TmAneNSMogovsoPommuwiwesromnomuePNrMExmrmLRTDMOxvxwTEougeP�rFeqmx• VALID F 1JOBONE