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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 WWW.ENGEXP.COM Wind Load Calculation ASCE 7-10 Ch 30 Wind Loads - Components and Cladding 6th Edition (2017) Hmula Building Code Site Information Owner: D'ELIA, GERARDO Wind Speed (V): 170 MPH Exposure Category: D Velocity Pressure Coef. (Kh): 1.46 ASCE7-10 Ch. 30.3.1 Trble 30.3-1 Directionality Factor (Kd): 0.85 Topographical Factor (KzT): 1.0 Structure Information Risk Category: III Building Classification: Enclosed Int. Pressure Coef. (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. repared in accordance with:ASCE 7.10. Ch 30. Wind Loads - Components and Cladding th Edition (2017) Florida Building Code Q 2019 E-Tempest.com 1D: allainericanivpb-P5984 02104/2019 Page 1 of 1 Design Wind Pressure (PMAx+, PMAx-): ASCE 7-10, Cit. 30.4.2130.6.2 h!560 ft. h>60-ft. Max Positive Pressure (PMAx+) PMAx+ = gh(9c GCppoe + GCn) PMAx+ = gh(9c GC,pos + GCy) Max Negative Pressure (PMAx-) PMAx- = gh(6c GConea - GCO) PMnx- = gh(6c GCpneg - GCw) Device Calculations:ASCE 7-10, Chapter30, All Subsections # Size Zone Elevation i Area, Are K g GCv+ GC,- Pma.+ Pma.- (W x H), (ft) (ft2) 2 (ft) 2 (Ib/ft) z (lb/ft ) 1 460 x 101.75 Int 39 1 325.03 1 489.81 1 122 76.50 0.6 0.7 37.6 -AR 6 FILE COPY SCANNED BY St. Lucie County \\\tlllllllllll 1 \ pN M. p/ �p •.. .... Cow' LICENS�.•%Ni' E8 No P2 328 '.0 = _ -0 _ xoD FOROAMCEUCTARROV AFCu MET MEETTHESEPREE IRESFORTHEOM SRELWANNE - V 9NORAENFMGOFFMEDMATTHEPHOMEMUN"uRRAoAARFESREQM1AMOITSXLntREOCEUMAMEToeEmDRFAAEOo HEFmMmAMGCONaaMAANDTHELocuaILDNGo'Ffc S. TIEHoaamV L MAE S0. MED MEEODEOUAiEMWR srATF FLP • - AosMD THFD SMFOED HRHODESON a WORttRE0.MEREANNG FROMWG.OR OFENKC.DOE NED MDLERRFM SVNI BIe=O`FRROMJryFD RM WOPHISSOVHOFOPNSTXIAIONOFINGSY5IFMFDEFqOlCE90AEfCVXONn1EF)SIWGHOSISIRUmHRETM9B1 ••• D ��` TCONIflaiOR9ULONGOFFCVLSXMLVFAIFVTIFi}NEMIBSIRPlEEp05®OUPNG O FOR ROLL SEXOMED B3cRECONNUMG CONSIRUCTON ME RESERFUn Eantam REWSFECTmO RGEVALUATEDFEruNOWMRAYTYEmEa E#AEStN CRpARF➢,ISLOHTAM®NEPEN, / IC \ H. Meneaas..t5HOWN MatUSTRATEDERAN FORnou"arm O ESGN CAARAAHET M0Y Y%aHTLY.TOMFIXIENTTIRTHEORNNG MEANNCTAAaLFA THM5%OFTIE MGmEAM DESON. / RTONAFYML Foo DMBJmNSPROR TO NOARWON. 0 ETOVNOAMMUCMRKOE N]SSHOWNONLY..UMOFTHISMECIFOAMNSCONTHMTOR.0taLWOMFF56R4VF5HMLM�.OFNGWEEPaRXLCOGTdDMaESNCLCOMti/(F�LLEE&FEESLAR L.Fe RE LNGFROMruTarvLF COO.ssEEMMECTON.&c Nx UCMN MoGMES�orvOTHaa sai GCe M FOR AYLDCu.GFATEaFFCOAr ....FNDuo�AeTDNSDFTHE7/Isa.11�/1GgT�F�MYWAYFOREARONWVSORMMONUnNG�MHMNWk r..ONLY ®REDATORIMFF R0. MWORK9V LME DVW MIORTTOLONRFRUCT ,MGNEEPNGE6 ME XLMNMn MDGh MOP AMND TOORE� UAMOURljll l•F`F Y'^^WORHVFONDMOYYOFMYNaCURATENFORMAMMMORMWDNCATDNOFE NGF CONDOONSMOFAARDATOHMONSFAWTONOFIM LN-a WITH RAISEDSFAL EXCOTASE'RRES4VIAONOmXEPENHOMDnONnLEPNOAIONSORMFPMAiDNSMXE NOSMDDON6OPCAIFANMMNGSMO .DCCUMEXTMENOTFFAM MOINVXOA OURCFATFEATON• VAUD FOR