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HomeMy WebLinkAboutEngineering CONES 0N_G_� Design Wind Pressure(PMAx+, PMAX-) \� W I 'DES � h<60 ft h>,60 ft CORPORATE OFFICE: Max Positive Pressure(PMAx+) PMAX+ = gh(6c GCppos+ GCpi) PMAX+ = gh(6c GCppos + GCpi) 160 SW 12th AVE, SUITE 106 DEERFIELD BEACH, FL 33442 Max Negative Pressure(PMAx-) PMAx-= gh(Oc GCpneg-GCpi) PMAx-= gh(6c GCpneg-GCp) (954) 354-0660 1 (866)396-9999 TEAM @ENGINEERINGEXPRESS.COM ENGINEERINGEXPRESS.COM Device Calculations: ASCE 7-16, Chapter 30,All Subsections SizeElevation 'Area Arear �',-Pmax 1. +": RID Wind Load Calculation # ,Zone° KZ qZ : ^°° GCP+ GCP ASCE 7-16 Ch 30 Wind Loads-Components&Cladding (W X;H) (ft) (ft2) (ft2) (Ib/ft2), (Ib/ft?)',' nth Edition(2020)Florida Building code 98 19 x 39 Int 7 5.15 3.52 1.03 57.39 1.0 -1.1 40.6 -44.1 Site Information 99 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 100 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 Owner: Zev Shemesh 101 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 102 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 Wind Speed(VuLT): 160 MPH 103 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 Exposure Category: D 105 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 Velocity Pressure Coef.(Kh): 1.03 106 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 Directionality Factor(Kd): 0.85 107 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 Topographical Factor(Kzr): 1.0 108 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 109 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 Structure Information ill 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 112 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 113 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 M 114 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 ro= 115 73 X 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 116 73 x 49 Int 7 1 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 one 117 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 118 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 119 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 Risk Category: II 120 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 Building Classification: Enclosed 133 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 Int.Pressure Coef.(GCpi): 0.18 134 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 Mean Roof Height(h): 10 ft. 135 73 x 49 Int 7 24.84 12:34 1.03 57.39 0.9 -1.0 38.2 -41.7 Roof Slope(0): Sloped 136 73 x 49 Int 7 24.84 - 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 Roof Slope Coefficient(0c): 1.0 137 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 Min.Building Dim.(Q: 4 ft. 138 73 X 49 Int 7 24.84 12.34 1.03 57.39 0.9 - .2 1 -41.7 End Zone Distance(a): 3 ft. 139 73 x 49 Int 7 24.84 1 12.34 1.03 57.39 0.9 -1.%13 -41.7 Prepared In accordance with:ASCE 7-I G. 1.TH6 RS.NOCTON6INTENDErr TOPROVDEDE OR IMPLIEDMO FORTHEPLJRPO ASTOTHEE0FTHENSTALLATp ILRYOF NYPROPOSED SY NG TEMOR OMPONENTUSEDCTION ED ALOANDWITHTH PROVIDED BY ,•�RI(S�a�IU IVQb'i�r. .�f L PC 648 P OTHERSNO CENTFICATON.EffHER EXPRESSED OR MPLED,60FFERED 0.5TOTHEVALIDffVOR APFLCABLffVOFPNVPROPOSED SYSTEM OR COMPONENTUSED ALONG WRH THESE '^Ch30.Wind Loads-Cornpotlpnts&Cladding PRESSURESALLPRODUCTSSHALLBENSTALLEDNSTRCTACCORDANCEWRH VALID FLORIDAPRODUCTAPPROVALSANDMUSTMEETTHESEPRESSURESFORTHEGNENSIZE LNiRATIONS. 7th Edition(2020)Florida Building Code 2.NOCERTFICATIONORREMW60FFEREDTHATTHEMOPOSEDUNrTSMEETMYEGRESSPEOUREMBJTSALLEGRESSISSUESARETOBEADDRESSEDBYTHEPERMRTNGCONTRACTOR P.E.AND THELOCAL WLDNG OFFICIAL. 11o. P 86488 Design Pressure ASD(allowable stress design) •• 3.THEHOSTSmUCTURE6ASWMEOTOBEMEOUATETOWRHSTANDTHELOMSMPOSMWTH6D6 N AM GNASWORKREPLACESE(ETGFRNG,OROPFNN ER GSDESUNMMDCTFff� �y BYMENGNEEROFRECORD(EORI.THECONTRACTORSULDNGOFFCIAALSHALLVEAIFYTHATTHESUBSTRATEE(POSEDDURNGWORKISSOUNDFORNSTALLATIONOFTHISSVSTFM.IF - I Wind Velocity DEFCENCIESARE FOUND NTHEEX6TNG HOSTSTRUCTURE TH6ENGNEER OR THEEOR SHALLSENOTFED SEFORECONTNUNGCONSTRUCTCN AND RESERVESTHERIGHTTORE y is VOLT(ultimate) NSPECTAN..EEVALUATEDE56N.NOWARRANTV,ERHER EKPREEEEDORNIPLED,6CONTANEDHEREN. VASD=S rt O.6'K V.uLT 4.DPAENSCNSARESHOWN TOLLUSTRATEDESONWRCESANDOTHER DESIGN CRrrMLATHEYMAYVARYSLOHTLY.TOTHEFMnJTTHATTHECPENNGMR BNOTEMALLER THAN S%OF ° a 9 ( ) THEB4GNE MDESON.CONTRACTORSTOV Fyff LFIELDDNMSIONSPRIDRTONSTA"MN. f, '6..ENGINEER SEALAFFDED HERETOVALIDATESSTRUCTURAL DESIGN ASSHOWN ONLY.UEEOFTHISSPECIFICATION WOONTRACTOR,eIaI.NDE FES&SAVESHMMLESST ISMONEER FOR • O @ 202'1 E-Telnpest.com, ALL COSTADAMAGESINCLUDNG LEGAL FEESSAPPELLATEFEESRESULTNG FROM MATERIAL FABRCATON,SYSnM ERECTION,&CONSTRUCTON MACTDESBEYONDTHATWHCHIS fj .p ,pp�. CALLED FOR BYLOCAL,STATEBFE M&CODESAFROMDEAATIONSOFTHr,L . f! STATE OF -• -- - = -6.ENGNEERNG EKPRESSHASNOTVEIrED THISJOSSITE.NFORMATON CONTAINED HEREIN 6BASEDON CONTRACTOR SUPPLIED DATAAND ME/SUREMENTSBdGNEERNG DRRESSSHALL--- Y - - - - ---•• -� - ID:OdOnnell-PIO396: NOTBEHELDRESPONSMEORLNBLENANYWAVFORERRON EOUSOR NACCURATEDATAOR MEASUREMENT&WORKSHALL BE FIELD VERGED PRgfl TO CONSTRUCTION.ENGNEERNG /// !l S �T A \ EKPRESSSHALLBENOTIFEO AND GNEN AN OPPORTUNITYTO REEVALUATEOUR WORKUPON DISCOVERYOF ANYNACCURATENFORMATION MDR TO MODFCATION OF EKISTNG FELD 10/28/2021 CONDITIONSANDFABIC N AND NSTALLATIONOFMATERIALS F L.M•ENG� SEAL Page 1 of 3 T.IXCEPTASFXPRES--OVDEDHEREN.NOADDNONALCERTIFICATONSOnAFFRMATONSAnE"TEND ED. /��` Cert o� � P�( do ► '�`'ALTFAATONS,ADDRDNS OR OTN ER MA R KINGS TO TH 6 D DC UMENT A RE NOT PERMRTED AN D NVAIDATE OU R C ERTFTCATON' /ll� �6111l111 Design Wind Pressure(PMax+, PMAX-): _ / LN,� N1 Y n 60 ft. CORPORATE OFFICE: Max Positive Pressure(PMAX+) PMAX+ = gh(ec GCppos+ GCpi) PMAX+ = gh(6e GCppos+ GCpi) 160 SW 12th AVE, SUITE 106 DEERFIELD BEACH, FL 33442 Max Negative Pressure(PMAx-) PMAx-= gh(6D GCpneg- GCpi) PMAx-= gh(6e GCpneg-GCpi) (954) 354-0660 1 (866)396-9999 TENGINEEI INGE PRES .CO M Device.Calculations: ASCE 7-16, Chapter 30,All Subsections ENGINEERINGEXPRESS.COM Wind Load Calculation Size Elevation `'Area Areal `, Pmax+� Pma'A # (W,x H) Zone (ft) �ft2) (ftz) K. . %; -GCP+ : GCp (Ib/ftz) (Ib/.-1 ASCE 7-16 Ch 30 Wind Loads-Components&Cladding 7th Edition(2020)Florida Building Code 140 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 Site Information 141 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 142 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 Owner: Zev Shemesh 144 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 145 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 Wind Speed(VuLT): 160 MPH 146 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 Exposure Category: D 147 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 Velocity Pressure Coef.(Kh): 1.03 148 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 Directionality Factor(Kd): 0.85 150 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 Topographical Factor(Kzr): 1.0 151 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 152 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 Structure Information 153 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 154 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 155 19 x 39 Int 7 5.15 3.52 1.03 57.39 1.0 -1.1 40.6 -44.1 157 19 x 39 Int 7 5.15 3.52 1.03 57.39 1.0 -1.1 40.6 -44.1 158 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 159 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 160 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 5 161 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 162 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 Risk Category: II 164 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 Building Classification: Enclosed 165 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 Int.Pressure Coef.(GCpi): 0.18 166 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 Mean Roof Height(h): 10 ft. 167 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 Roof Slope(9): Sloped 1B8 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9- -1.0 38.2 -41.7 Roof Slope Coefficient(0c): 1.0 170 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 Min.Building Dim.(L): 4 ft. 171 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1A 58.2 -41.7 End Zone Distance(a): 3 ft. 172 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 �� - z01a a �11 -41.7 o; i� Prepared In accordance W1Ib:ASCE7-16. I.THSNFORMATIONSNTENDEDTOPROVDEDESGNPRESSURFSFORTHERIRPOSEOFTHENSTALLATIONOFGLAZEDUNITS&OPENNGPROTECTIONASPROPOSED AND RiOVDEDBV ,�•>=tiChard•Neer, P OTHEASNOCERTMAMN.ERHM EVRESSED OR NMED.SOFFERED ASTO THEVALDRYOR APPLDABLRYOF ANYPROPOSED SYSTEMOR COMPONENTUSED ALONG WITH THESE Ch30.Wind Loads-Components&Cladding MSSURMALLPRODUCTSWALLBENSTALLEDNSTRDTACCOROMICEWIM VALID FLORDAPRODUCTAFPROVALSANDMUSTMFETTHESEPRESSURESrORTHEGN SEE 7th Edition(20201 Florida Building Code 2.NOCERTFICATIONOR REVEW SOFFEIED THATTHEPROPOSED UNITSMEETANYEGRESS REOUREMENTSML EGRESSSSUESARETO BEADDRESSED BYTHEPERMnTNG CONTRACTOR PNOTHELOCALBULDHGOFFICIAL G.THEHOSTSTRUCTUREISASSUMED OMMEOUATETOWRHSTANDTHELOADStMSEDWY rDESDN/SWORKREPLACESE(ISTNGFRMANG,OROPENNGSD6gNMM1DCMTFED Design Pressure ASD(allowable stress design) WANENGNEEROFRECORDtEORt.THECONTRACTORWLDNGOFFCIALSHALLVERFYTHATTHESUHiTRATEEJGOSEDDURNGWORKISSOUNDFORNSTALLATIONOFTHESYSre'&F / Wind Velocit ISvULT ultimate DERCENCESAREFOUNDNTHEE%STNGHOSTSTRUCTURETHISENGNEERORTHEEORWALLBENOTFEDBEFORECONTNUNGCONSTRUCTIONANDRESEVESTHEnGHTTORE - y ( ) NSPECTANDflSEVALUATEDESGN.NOWARRANTY.FRHEREKPRESEEDORMMED.SCONTANEDHEREN. A.DIMENSION To LLUSMATEDESGNFORCESANDOTHERDESGNCRREIkTHEYMAYVARYSLGHTLY.TOTHEE%TFNTTHATTHEOPENNGARFASNOTSW LmY MSOF V ASD=sgCI(O.6 VULT) THEENGN EEREDDESGN.CONTRALTORSTOVMn ALLFELDDMEJSDNSPRORTONST&ELATION. ••• S.ENGINEER SEA-MFDMHMETOVALDATESSIRUCTURALDESGNASSHOWNONLV.USEOFTHSSP MAMNWCONTRACTOR,eI,LNOEMFMSBSAVESHARMLESSTHSMGNEER FOR �. ALLCOSTBDAMPfiESNCLUDNG LEGAL FE:S&APPELLATEFEESRESULTN C G FROM MATERIAL FASRATCN,SYSTEM ERECTION,&CONSTRUCTION PRACTC68EYOND THATWHCH E 'f A{�� •• ` 02021 E-Ternpest.com CALLED FOR BYLM&,STATE&MM&CODES&FROMDEIMTIDNSOFT S6 . --- D.FNGNEEHNOEKPREGSHASNOTVEI ME SJOSMENFORMATGN CONTMMHMMSBASEDONCONTRACTORSURim DATAIWDMEAStJR n GNEERNGE ESSSHALL -•'- \ -'- ID:odonnell-P10396 NOT BEHELD RESONSELEOR LIABLE N ANYWAYFOR ERRONEOUSOR NACCURATEDATAORMEASIRWM TSWORKSHMLBEFELDVERF®PRIORTOCONSMUCTION.FNGNEERNG \ CONDITIONSANDFABRIC NMIDNSTALLATGNOFMATERULLS AN OPPORTLINITYTO MUATEOUR WORKUPON DSCOVERYOFANVNACCURATENFORMATDN RiDR TO MODIFICATION OFE7mTNG FELo F ram/CerY9 A�th 885,TN4-H-E �l k1l`SEAL 10/28/2021 Page 2 of 3 7.IXOEP ASE%PRESSLVPROVDEDHEREN,NOADDMNALCERTFCATGNSORMFIRMATGNSARENTFNDM. �; , VI' { �./1 �� l(tly�a ����) ALTERATIONSADDIIONSOR OTHER MARKNOSTOTHSDDCUMENTARENOTPERWnED AND NVALDATEOUR DERTFCATION' V "rd@ /rrlill�� { Er1 ONEERNG Design Wind Pressure(PMAx+,_PMAx-): ����Y1 NM F I --- - � - - h-60 ft. 5 h>60-ft CORPORATE OFFICE: Max Positive Pressure(PMAx+) PMAx+ = gh(Oc GCppos + GCpi) PMAx+ = gh(Oc GCppos + GCpi) 160 SW 12th AVE, SUITE 106 DEERFIELD BEACH, FL 33442 Max Negative Pressure(PMAx-) PMAx-= gh(OD GCpneg-GCpi) PMAx-= gh(6c GCpneg-GCpi) (954) 354-0660 1 (866)396-9999 TENGINEEI INGE PRES .CO M Device Calculations:ASCE 7-16, Chapter 30,All Subsections ENGINEERINGEXPRESS.COM P Wind Load Calculation . ,# Size Zone Elevation Area Areal K� qZ GCp+` GCp- PmaX+ ' Pmax=.,,. ASCE 7-16 Ch 30 Wind Loads-Components&Cladding (W x H) (ft) (ft2) (ftz) (Ib7ft2) 7th Edition(2020)Florida Building Code 173 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 Site Information 174 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 175 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 owner: Zev Shemesh 176 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 177 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 Wind Speed(Vut.T): 160 MPH 178 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 Exposure Category: D 179 73 x 49 Int 7 24.84 12.34 1.03 57.39 0.9 -1.0 38.2 -41.7 Velocity Pressure Coef.(Kh): 1.03 Directionality Factor(Kd): 0.85 Topographical Factor(Kzr): 1.0 Structure Information A. o� ORD f(j) o% s Risk Category: II Building Classification: Enclosed Int.Pressure Coef.(GCpi): 0.18 Mean Roof Height(h): 10 ft. Roof Slope(9): Sloped Roof Slope Coefficient(0c): 1.0 Min.Building Dim.(Q: 4 ft. `\X%11 l i l 111/// b r< I gut tt qlz( .B fy ( End Zone Distance a): 3 ft. � AR Prepared ln accordance with:ASCE7-1G. 1.THBNFORMATI)N ISNTENDEDTOPROVDEDESIGN PRESSURESFOR THERIRPOSEOFTHENSTALLATIONOFGLAM UNRS&OPEHNG PROTECTUNASPROPOSED AND PROVIDED BY OTHERSNOCERTFICATION.ETTHEAEXPRESSEDORMPLIED,BOFFEREDASTOTHEVALDRYORAPPLCABLITYOFANYPROPOSEDSYSTDAORCOMPONENTUSED ALONG WITH THEM Rich. rd Neet, P.E.[FL PE$f488'r, Ch30.WindLoads-Components&Cladding PRESSUREES�LPRODUCTSSHALLBENSTALLEDNSTRCTACCORDANCEWErHVALDFLORDAPRODUCTAPPROVALSANDMUSTME THESEPRESWRFSFORTHEGNBJsU7 ��De I�E. 7th Edition(2020)Florida Building Code 2.NOCERTF CATION ORReMWBOFFEREDTHATTHEPROPOSEDUNRSMEETANYEORESSREOUNEMENTSALLEGRESS65UESARETOBEADDRESGEDBYTHEPFAMRTNGCONTRACTOR H ����'. _ ANDTHELOCAL BUILDING OFFICIAL.Design Pressure ASD(allowable stress design) D TMEST UPRDMED T U _ RNJ BYµNGNEERORECOEORITHECONTRACTORAULDNGOFFCIALSHALLVERYTHATTHESUBSTRATEEXI'OSEDDURNGWOHK6SOUNDFRNSTALLATCNOFFTHISINGSDESIGNED ANDSYSTFM® -'Wind Velocity is VOLT(ultimate) - DER N CIENCIESAREFOUND THEEIGSfNG HOSTSTRUCTURETHLSENGNEER OR THEEOR SHALLSENOTFED BEFORECONTNN CONSTRUCTION UG CONSTRUCTN AND RESERVESTHERC RE-RNSPECTAND REEVALUATEDESGN.NOWARRANTY.EITHER EXPRESSED OR MPLED.000NTANED HEREIN. ~' rt VASD=S 0.6*VOLT)1 OR U<.DUMMNSARES40M TO ILLUSTRATE DESIGN FORC ES AND OTHER DESIGN ERMTHEYMAYVARVSLGHTLY.TO THE EXTFNTTHAT THEOPEN NG AREA BNOT SMALLER THAN&%OF i i .• d4sr\ 9 ( THE ENGN EFR ED DESIGN.CONTRACTOR GTO VERff ALL FIELD D NENSONS PRIOR TO NSTALLATION. B.MONGER SDLL FD®HERETOVALDATESSTRUCTURALDESIONASSHOWNONLY.USEOFTHBSPECFCATDN WCONTRACTOR.,IALNDEMNFES&SAVESHARML6 BENGNFFR FOR A �p. • \ 02021 E-Tem est.Com ALLCOST&DAMNGiESNCLUDNGLEGW.FEES&APPELLATEFEESRESULTNG MOM MATB MFA IOATDN.SYST@AERECTION.&CONSTRUCTIDNMACTCESBEYONDTHATWHCHG tl \ p CALLED FOR BYLOCAL.STAT� E&FEDERALCODES&FROM D EVIATIONSOFTHBPLAN. 4� •• (� p \ -- e.ENGNEERNEXP GRESSHASNOTVUS THGJOBSTENFORMATDNCONTANWHMENIS 'flS.81' ONCONTRACTORWU IBDDATAANDMF.ASIJRFMEJTSBJGNEERNGEXPRESSSHALL- LY jyl�ys-;•-�'\1 ID:odonnell-P10396 NOTBEHELDRESPONSEORLOBLENANYWAYFORERRON EOUSORNACCURATEDATAORMEAAIREMENTSWORKSIALLBEFELDVFRP®PRIORTOCONSTRUCTDN.ENGNEERNG + EXPRFSRSHALL BENOTFIED AND OVEN AN OPFORTUNITYTO REEVALUATEOUR WORKUPON DGCOVERYOF ANYNACCURATENFORMATDN PRIOR TO MODIFICATION OFEXGNG FELD .�� 10/28/2021 CONDITDNSANDFABTICAMNANDNSTALLATDNOFMATERIALS Cert ot/AuZ115 IT fj'1�iSEAL Page 3 of 3 T.EXCEPTASEXPRESSLYPROVDEDHEREN.NOADORDNALCEATMATDNSORAFFRMATDN SARENTENDED. 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