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HomeMy WebLinkAboutDESIGN WIND PRESSUREENGINEERING e EXPRESS 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354-0660 FAx: (954) 354-0443 WWW.ENGEXP.COM Wind Load Calculation ASCE 7-10 Ch 30 Wind Loads - Components and Cladding 6th Edition (2017) Fladdo Building Code rmurmauun owner: Tropical Isles HOA Wind Speed (V): 160 MPH Exposure Category: B Velocity Pressure Coef. (Kh): 0.70 ASCE 7-10GE 30.3.1 Table 30.3-1 Directionality Factor (Kd): 1 Topographical Factor (Kzr): 1.0 Structure Information Risk Category: II Building Classification: Enclosed Int Pressure Coef. (GCpi): 0.18 ASCE 7-10 Table 26.11.1 Mean Roof Height (h): 15 ft. Roof Slope (0): Sloped Roof Slope Coefficient (0c): 1.0 Min. Building Dim. (L): 24 ft. End Zone Distance (a): 3 ft. Tlocion Wind Preecnre (Peer+- PMA4-): A.ww 7-10- 0, 30-42/316-2 h560 ft. h>60 ft. ., Max Positive Pressure (PMAx+) PmAx+ = gh(6c GCS + GCpI) PMAx+ = gh(9c GCpFDs + GCp) Max Negative Pressure (PMAx-) PMAx- = gh(Bc GCpnea - GCp) PMAx- = gh(0c Wpm - GCp) Device CalculationSMSCE 7-10. Chanter 30. All Subsections # Size '. x H) 3t . Zone. Elevation (ft) . Area _ (ft2) Areal -` (ft ,'` ' K: q: 'GCo+ GG ' : '(IbTft2) (Ib/ffz 1 74 x 49 Int 7 25.18 12.68 0.70 45.88 0.9 -1.0 30.5 -33.3 3 37 x 49 Int 7 12.59 5.56 0.70 45.88 1.0 -1.1 32.0 -34.7 4 37 x 49 Int 7 12.59 5.56 0.70 45.88 1.0 -1.1 32.0 -34.7 5 37 x 49 Int 7 12.59 5.56 0.70 45.88 1.0 -1.1 32.0 -34.7 6 37 x 49 Int 7 12.59 5.56 0.70 45.88 1.0 -1.1 32.0 -34.7 7 37 x 49 Int 1 7 1 12.59 5.56 0.70 45.88 1 1.0 -1.1 32.0 -34.7 8 74 x 49 Int 7 25.18 12.68 0.70 45.88 0.9 -1.0 30.5 -33.3 10 74 x 49 Int 7 25.18 1 12.68 0.70 45.88 0.9 -1.0 30.5 -33.3 11 36 x 80 Int 7 20.00 14.81 0.70 45.88 0.9 -1.0 31.0 -33.8 12 74 x 49 Int 7 25.18 12.68 0.70 45.88 0.9 -1.0 30.5 -33.3 13 74 x 49 Int 7 25.18 12.68 0.70 45.88 0.9 -1.0 30.5 -33.3 14 74 x 49 Int 7 25.18 12.68 0.70 45.88 0.9 -1.0 30.5 -33.3 15 74 x 49 Int 7 25.18 12.68 0.70 45.88 0.9 1.0 30.5 -33.3 16 36 x 80 Int 7 20.00 14.81 0.70 45.88 0.9 -1.0 31.0 33.8 17 72 x 80 Int 7 40.00 14.81 0.70 45.88 0.9 1 -1.0 1 29.6 32.3 CO 0 a , co Q n W _0 0 rn�• W null,/j n \ ® < z M, DIBgT 0 0 fn QO. ��GENSF TS'j 0(f'�®(" l7 Q: ® B® ® < _ C3 t4o PE82328 •• - ' - Z _* Z - LIJ; -/ :� STATE OF VµUFLORO�.RmWUCTlm10VN5N1D..H'Ra.mmasami5PoA lXE4M1H16'cl�RR 1,•m.�.a.w..v..i........i.�•......�....................Y.�.._..................-......._7._...�.� s. xocosaresnesoN REI£Vl nosFB0almRT1EMOMAD N11641£i0Nr6AEaSR�UnESBITSILL MR EM MAM 1EWMAtDosom WmEnDamlIG 00mmGTORmoTNELCCI1611LonoosiCML ......- `F""' p 2[ed In accordance Wlt I1:ASCE 7-10. f. MmENOcISIflUCT1RE6AS91MOlOBEOU�URTiW WlnlclAVDiKELOM8NA5m PIl116D�iN ASWORKRERlL6FYilNomOMN60Rp9iN4SDEWNED0.NDGERTFEDBIAN [NGNE910F RSORD�FLLLRRI MRNsIHI NOFT16651 FDUEMCWMEMUNONINEEKfi1NGH=aT UGT1flET14B1GNFNy/ OAI \\j� ///��T 30. Wind Loads- Components and CladdingECEEORNflRI1LDNOOaRRe-.MLVERFYTIRTT1E91D51RRT'.D909DoaRNGWORKSWUND V OflTIEEOR£IIN MNOVM OTDREC.NRRUNGCONCIRaMONANDRD1soMmERmaTORENSPMTasa R6EVALURT:DMN.NOWMnMWMHn1EON6S ORMRM.60DNT MHMM. I MD:. NCRmn THaw'vm.scHnY.MO EFNs Ty AT EOD NGME SN rsuunmsys%OFT EMGNF M3D N. ` DDNS'TR�So E.s�NMUvUMv D /�rr11 9!!1�F\ (111� IV'�ti tVVI p LU I Edition (2017) Florida Building Code i"vMRCMMsDs - O 2019 E-Tempesl.com s. m.mennF I3i[® HSET0V&VsT aTs GNRUDE MnlowNox USEOFTHss°YPCelE CONm WR..tANDnMFE585 HMYESN SMm 9 MRNLCOV.DM4 WCWDNG LwnFEeeuPeureFaaRFvvNGmw...Te�wF.meerox,smamECTEH.ecwsmucmxmuTCFsanoxDTxeTwxeH6ceu®wRGrLocu.swreeFmERn.anas. ouoewToxsams 1D: mastercraft-P1602 B. Eno N@ NGFYA HMNOTVEIIE SJOEEIIENMRMi CONT MHFREH6D1 MCONTR MAM1 DLTRMDNFA9JR9JF MOGNE61N6E6NE4W1 NWMHMDRE9 sa'aORLLNFN CERTO NTH i19805 WORKUMNDo Qa YOFMYHVCURAMeMiwAflr.Ln ONMO mwoncnT OFF GFaOCONDnorvs oFemeni NMON+Wutu OFEsoa=ai.LL at-e WM J"oGrmTMDPwRrvxnrnaRSEvuven:ouR WRH RAISE GINEER SEAL 06/07/2019 Page 1 Of 1 r. MEPTMORELP1rmo OHwsN.NOMDMN&CEnTFEnroxsORWAR NsMMENTOW. t91RTONsIJIDRENsonomwMMWiGsronHSDCcumm�MENOTva.NarEOMGNvuo.LTFDuxcmTFCLmn VAUD F (t)JOB ON LY