|
GENERALSTRUCTURALNOTES � � ix
<br /> 5.15 ATWPLLOPENINGS. PROVIDEl2)#ABARSONALLSI�ESEXTEN�INGZ�O' BEYONDTHEOPENINGAND2fl6x6'-0'DIAGONAL 8.1U ALLWEL�INGSHAI.I. AFPERFORMEOINACCORDANCEWITHAW5 �1.t. UNLESSOTHERWISENOTED, PROVIDECONTWt10US y �'�
<br /> STRUCTURALSHEETINDEX � �
<br /> 'I BUILDINGCODE . BARSAT45DEGRE[SATALLCORNERS. FILLETWRDSP[RAISCREQUIR[tdENTSM[ETINGMINIMl1MTHICKNESSESALLOWEOPERTHICKNESSOPMATERIAL
<br /> SHEETNUMBER SHEETNAME � �_� THE20151NTERNATIONALBUILOINGLODEQ�C)ASADOPTEDPNDAMENOEDBVTHEWASHINGTONSTAT[ BUILDINGLODE 5.16 COLOWEATHERWNCRETINGSHALLFOLLOWPROCEDiIRESINNC1306. WELDED. ALLFILLERMATERIAL54ALLHAVEAMINIMOMVIELDSTRENGTHOF58K51.
<br /> COUNCILMCHAPTER51-SOWAG 5.1� HOTWEATHERCONLRETINGSHALLFOLLOWPROCEDURESINACI30i 9,11 HOLESINSTFElSHALL6E0RILlEDORPUNCHEO.ALLSLOTTEDHOLE55HNLL0EPROVI�EOWITHSMOOTHEDGES. v4auc
<br /> I 50.00 GENERALSTRUCTURALNOTES 5.18 PROVID[48 �AROIAMETERLFPLENGTHSFORWALLFOOTINGSUNLESSNOTEOOiHERWiSEFOROTHERLAPLENGTHS pURNINGOfHOLESPNDTORGHCUTTiNGATTMESRElRENOTPERh9TTED. xaooeenmmi.,�wx,wnezoa vmww.ene0�m
<br /> REFERTDSCHEDIILEONPLANS PROVIDECLA55 PSP I ESINACC IT
<br /> amm m mn ss.n oAiKuzuswa
<br /> 5001 SPECIALINSPECTIONS 2 DESIGNLOADS: � ) BlA lC ORDANCEW HACI318. P.1T HEADEOSTUOLEYGTHSINOICATEDONpR4WIYGSAREMINIMOMSHAFfLENGTHAFfERWEL0ING.WElO5TU�51N wpFl _agy�p,3q�;
<br /> � 5.19 8nR5UPPORiSPNDHOL�MGBARSSHA�L6EPROVI�EOFORALLREiNFORpNGSTEELIDENSUHECUMPLIANCEWITH ACCORDNNCEWITHAWS01d,SECTIDrv ]. STU�SMAYpEWELDEGT11R0UGIITHEOECNOR0IRECTLYTOTHESTEEL ���..�..���.����w
<br /> SD110 DEMOFOUNDATIONPLAN ��1 ROOFS: MINIMUMCONCRETECOVER. BARSUPPORTSSNALLBEPLASTIC, PL0.5TICTIPPED, EPO%VCORTEOORSTAWLESSSTEEI MEMBER. '
<br /> � .���o
<br /> �. ' LNE.._ _.............. . . ._...... . . . •
<br /> i. SD4.10 WALLDEMOELEVATIONS �������������� �� . . ...........20PSF FORUNCOATEOSTEELFi4R5UPPqftTSFORCOATEOffiEFLSHALLBEPLASTIC, PL45TICGOATEOOREPDXYCOATFb. 6.13 ST2UCTIIRALSTEEI. PERMANEMLVE%POSF�TOVIFlVSHqI.I. RFSHOP-PRIMEDWITHONECOATOFSSPC15fiA,TYPE1 ��•��s��.�++�•�xm�.="m`
<br /> - � SNOW: GROUNDSNOWLOAD, Pp 20PSF S10 FORMWORKSHALLR6+AAININPLACEUNTILCONCRETENASATfAINEDAMINIMUMCOMPRE551VE5TRENGTHOF3.000PS1, (MANUFACNRERSTAN��RDGREqPAINT. DAMAGE �URiNGTRANSPORTINGER[GTINGANDfiCLON![LOINGGROCBSS[S "'"�'"�"�"-w�""'"`°
<br /> � SD441 !WALLDEMOELEVATIONS iL4TRO0F5NOWLOnO,P .._.. . ........10PSP' VNLESSOTHERWISEDIRECTEDBYTHEENGINEER.THECONTRACTORSHALLPROViDEALLSHORING SHAILBEREPAIftEDTOMATCHTHESHOPAPPLiEDCOATING. STRUCTURALSTEELPERMANENTLYEXPOSEDTOWEATHER
<br /> 504.12 IWALLDEMOELEVATIONS E%POSUREFACTOR, G .........................10 $�� VERDCHLWALLWNSiHUC➢ONJOMTSSHAILBEPOFME�WITHVERiICAIBIILKHE405PNOKEYWAYS. WALLREINGORGINO INCLUOMGBRICKSHELFHNGLESAN�ALLOTHERE%fERIOHWALLLINTEL55HAlLBEHOT-OIPPEDGALVANIZEDIN
<br /> 50413 �WAILDEMOELEVATIONS IMPORTANCEFACTOR,I.. .. ... _.. . ....40 SHAILBECONTINl1005TNROUGMTHEJOINTORSHALLBEOOVJELEDWITHANEOUIVAI[NTAREAOFREMFORCEMENT ALCORDANCEWITIIASTMA123. PROVIDEVENTHOLESFORGALVANRINGASREOUIRED. SEALALLVENTHOLESAFT[R DN55 .
<br /> - -�� �� TMERMALFACTOR,G ....4.0 UNlE55NOTE�OTHFRW15F.
<br /> � 51.1 FO WNDATIONPLAN --" � � -�� � . GALVANiZMGREPHIROPGRLVAMZEDSURFACESSHAILPEPERFORMF�WRHAMINIMUMOF3C0ATSOFCOLO-
<br /> 5111 PARTIALFOUNDATIONPLANS �N�� 5.ZZ SPEqALADDITIONALREQUIREMENTSFORSIABSONGRADG GALVM121NGPRODUCT. STRUCTURALSTEELSURFACESTORECEIVESPRAY-APPLIEDFIREPFOTECTIONSHALLBE
<br /> �'� BASICWW�SPEED,V... .___ . _...... .._.....110MPHULTIMATE 5T. 1 DESIGNSTANDARD: GUI�EFORCONCRETEFLOORANOSIABCONSTRUCTION(ACI302.1) uNconreo. 6617ASSOCIATEDBLVD
<br /> _"'
<br /> � 5211 PARTl4LFRAMINGPLAN RISNCATEGORY . ..... _ . .._.... ...._... ..._....p 522.2 REFERTOGEOTECHNICALREPORTFORVAPORBARRIER. ENGIREERF.DPILLANOSUOGRADECAMPACTIONREOIIIREMENTS. 9.�4 STRUCTURALBOLTSSHALLOEGALVANREO. BROKEN-OFFENOSOFTENSIONCONTROLFASTENERSSHALL6ECOATEOWIT BUILDMGB, Sl11TE100
<br /> � 53.10 ROOFFRAMINGPLAN � � EXPOSURE ____ . .. .. . . . . C 5n3 �AOJOININGWE��EDWIREFABRICATLEASTTV/OFULLMESH[5. � � (AMINIMUMOF3COATSOP�ACOLOGALVANiZEpFINISH. EVERETT, WASITYOS
<br /> S4d0 WALLELEVATIONS �NTERNaLPRE55URECOEFFlCIENT, GCo�. ......... . .��..M,18 522.4 SEEDRAWINGSFOftLOCATIONSOFSUBCONTftOLJ01NTS. UNLESSOTHERWISEINDICATE0. J01NT5SHALLBEPftOVipED
<br /> . " --- -- -- -- COMPONENT OESIGN PRESSURE .......... . . .._._........ . . . .......31.1 ASF AT 14'-0" OL MA%. FORd'SLPBS, 20'-0' OC MAX FOR 6" SLABS, RND 24'd'OC MAIC FOR 8'SLPBS. BUT SHALL IN ALL CASES BE 9 COLD•PORMED STEEL FRAMINCa:
<br /> ;�54.11 WALLELEVATIONS_ gp SEISMICDHTA PLACEDATEOUALMTERVALSBETWEEVBUILDINGGRIOS. SAWNCONTROLJOINTSSHALLEEMAOEWITHINI2HOURSrWO �
<br /> Sd.12 WALLELEVATIONS - SITECIA55 . ..._..........D ASSOONASapS51BLEWITMOUTCAU5INGRAVELINGOROTHEROM.fAGE. 9.1 �ESIGN, FABRICATIONANDERECTIONCOLO-FORMEOSTEELiftAMINGSHALLCONFORMIOTHENORTHAMERICAN
<br /> '��_ . ...... ._ ........ . . . ...
<br /> 56.13 WALLELEAVTIONS RISKLATEGORY ..__. ...... . . . . _.. .. ......0 5.T1.5 SLABJOINTSSIiAl1BEPILLC-DWITHHNACCEPTEDM4IERIALASIATEA5PO5SIBLE, PREFERABLYATLFi�5T6TO6WEEKS SPEQFlCATIONFORTHEOESIGNOFCOLD�FORM1;EOSTEELSTRUGTURALMEMBERS (AISISIO��.LATfSiADOPTION.
<br /> IMPORTpNCEFACTOR. I. ._....... . .. ..._. .. . ._...1.0 AFfEftTHE5LA6HA5BEENC,LST. PRIORTOFlLLING,REMOVEALLOEBRISFROMTHESLABJOINTS. iILLINACCORDANCE B2 MM�MUMSSMASiUDOE5IGNATION5ARE5H0'hNONTNEDRpWINGS. STftUCNRHLSTU�PN�IORJO15TfRAb^.ING
<br /> . S]40 FOUNDATIONDETAILS �,�popE05PECTRALRE5PIXJ5ECOEFFlCIENT, S ... 1.q30 WITHTHEMANUFACTI)RER'SRFCOMINENOATIpN5A5POLlOWS: PRO�UCTIONAREAS-FlLLWITHEPO%VRESIN. OTHER MEMBERSANDCONNECTIONSARETOBE �ESIGNEDBYTHECOLp-FORMEDSTEELSUPPLIER.REFERTOTHESUBMITI'ALS
<br /> I S].11 FRAMING �ETAILS 5 ����������-'��""'"""�""'�""'� SECTIONOFTHESTRUCTURALNOTE� FORCAICULATIONANDSHOPDRFWINGSUBMITTALREQUIREMENTS. '
<br /> �. MAPPEDSPECTRALRESPONSECAEFFlCIENTS ......... .. .....O.SAB SLqBS-FlLLWIT1iFl[IOM1IOLDEDORElASTOMERICSEALANT. 83 OETRILSSHOWNONTHEORAWINGSAREINTENDEOTOEXPRESSADESIGNIdINIMUMPERFORMFNCE.
<br /> i` 51.12 ROOFFRAMINGOETAILS DESiGrvSaECTRALRESPONSECOEiFIqENTS __. . ... .,._0953 5.71.6 WNLKWAYSPNDOTHEREXTERIORSIABS, IFSHOWNONTHESTRUGTIIpALDRAWINGS,AREFORMFORMATIONONLY. 93.i FURN�SM�RI�GING, BLOCKWG, CLIPANGLES. BR4CING, REMFORCEMENTSFASTENERSANDALLOTHERACCESSORIESFOR
<br /> � � � �� � - �ESIGNSPECTRALRESPONSECOEPFIC�ENT $m ._... . ......0546 WA�HSSHAlLBF. REMFORCEDWITHAMINIMUMOF6x6-W14eW19WEL�EDWIREPABRICUNLES50THERWBENOTE�. SEE
<br /> . BASICSEISMICRESISTMGSVSTEM_............_..................................................BEARINGWALLSVSTEMW15PEqAL THESITEpLAN, qVILDRAWINGSAN�ARCY.RECTURALDfiAWINGSFORLOCATION5, 01MEN510N5. ELEVPTIONS,JOINTING COMPLETEINSTALLATIONASRECOMMENOEDBVTHEMANUFAf,TURFRFORTHEAPPLICATIONINDICATEO.ALLBRIDGING�IF
<br /> __.... . _ . . . . ..........LONCRETESHEARWPLL DEiA�LSAN�PINISHDETAiLS. REQNRED)SHALLBEINSTALLE�PRIORTOTHEAOOITIONOFANYLOADING. �
<br /> � DESIGNBASESHEAR...... . . ._... ............._....�..........._........_..._..0]91W 5T1] SEETNEARCHITECTUftAL�RAWINGSFOftE%ACTLOCATIONSOFOEPRESSEDSSBAREASANDDRAiNS. SLOPESLA8T0 9.4 ST��SANDpCGE550PoESSHALLOEGALVANREDWRHAG6000NTINGMEETINGTHEREQUIREMENT50FASTF1Afi53.
<br /> 3EI3MIC RE^uPON9E COEFFIGEM.Cs......._............._......._...._....._............_..Od91 UHMNS W HtNG SHOWN. �
<br /> 3S AlL W[L�ING EHqLLOC PCR�ORMC� 0Y CCRTIfICO WELPER3 PER AW33TPN�AftO3, IN CONFORMANCE WRH NWS
<br /> 5.T2.8 FINISHTOLERANCEOFALLSLABSSHpLLBEINACCORDANLEWITHAG13024R. SPECIFICATION013.CONSULTAWSD190WELDINCZINCCOATF�STEEI.
<br /> RESPONSEMODIFICATIONFACTOR, R..................................._..........._...........SA 9,B ALLFlELDWELUSANDSURFPCESNBFA�E��URINGSHIPPINGORERECiIONSHALL9ET0UG11EDUPWITHZIMCRiCHPAIIJr
<br /> ANALY515 PROCEOURE.................................................................._........___.._EQUIVAIEM LFL FORCE PROCEOURE �
<br /> SEISMICOESIGNCATEGORV......._................................_..,...._...__.._......._.....L � 6 MASONRY: CNITHACOLD-GALVANIZMGPRDOUCT)IMMEDIATELVNRERERECTION.
<br /> . B] NOTCHMGORCOPINGOFSIDDSISNOTALLOWED, UNLESSNOTEDOTHERWISE
<br /> • ' HWF LIVE LOhDS ARE REOl10EOIN ACCORUANCE WRH SECTION 160J42 tfi0P.11 OF THE IBG 8.1 OESIGN CADL BUILD�NG CO�E FEp01REMENTS FOR CONCRETE MASONRV STRUCTURES�AG 530�AND SPECIFICATIONS 9,8 SPLICES IN FlXIALLY LOAO[�STUOS AR[ NOT PERMITTED. �
<br /> " PLUSSNOWACCt1MULAT�ONINACCORDANCEWITHSECTION16080�THE18G FORMASONRVSTRUCTURES(PQ530.1�, L4TESTHOOPTION. 9.9 ENDOFSTUDSSHALLFiftMLVANPSQUARELYSEATTORUNNFRTRACKS.TOPAND80TfOM.
<br /> � R2 MATERIALSTRENGTHS: 9.10 SECURELYANCHORALLGIRTSANOPURIJNSTOEACHOTHER4N�TOTHESIJPPORTINGSTftUCTURE.
<br /> 3 GENERALNOTES: CONCREtEUNITMA50NRV........_._...................................................._..........ASTMC90,Tm=2000PSI 9.11 RUNNERTRACK51iqLLBEARFULLYONSIIPPORTING5TRIICTUREAN�SHALLBEFASTENEDTOGONCRETEWITHGOW�ER-
<br /> NOftMALWEIGHTDENSINCLASSIFIC,qTION ACTUNTFI] FASiPNFRSPERTHEPOST-INSTALLEOFA51£NERSECTION. UNLESSNOTEpOTHERW6E.
<br /> 3] CONTRAGi0R5HALLBESOLELYRE5PON51BLEFORTHEM[ANSANDMETHOOSOFCONSTRUCTIONANDFORTNESAFETY ..._............................................._........._..._........_.._..._.......ASiMC90NEipRFABLOCKSTRENGTt10F 9d2 TOPTRACKWNNECiIONSOFNON-LOA�BEJ�ftINGW�LLSSHALLPROVIOEFORAil2'MMiMUMVERTICAIDEFLEGTIONOF
<br /> OF PERSONS AN�PROPERtt. CONTRqCTOR SHFLI BE RESPONSIBLE FOR COMPLYING WITHALL SAFEtY PRECRtITIONSAN 2800 PSI OR MIGHER SPANDREL BEqMS. GIR�ERS ETC, UNLESS NOTE�OTHERWiSE.
<br /> REGU�r1T�ON5 �UftINGTHEWORKSHEENGMEERWIL�NOTAflVI5E0NNORISSUEDIRECTtONASTOSAFETYPREGAOTION MORTAR_..... ._...._..._......._.:...._.................._._...................._..........._...............ASTMCZlO 9.13 PROVIOEDOU9LEJAGKSTU�SATALLBEAfdNNOTRU55BEARINGS,UNLE550THERWISENOTEO.
<br /> IWOPROGRAMS. LOAOOCARINGANDIORBELOWGRADE TYPEMORS B4< PROVIO[ W[OSTIFF[vERSATJOISTANDRHFTLR �[MINGSINqCCORpANCEWITHTHEMRNUFHGTURER'SREOUtREMENTS.
<br /> 3Z THESTftUCTUR4LORAWINGSNEREVREPRESENTTHEFlNI5HED5TRUCNREDUftINGERECiIONOFTHF. STRUCipRE. THE qLLOTHER . . ..._ ...... ._..TVPEN g.�� THEGAUGEOFALLCONNECTINCELEMENTS. INCLUDINGTftRCKS. SHALLBENOLIGHTERTHANTHEGAUGEOFTHEMEMBER
<br /> CONTHACIOHSHALLBESOIELYFESPONSIBLE40RTEMPORARVG�VMG. S110RING. BRACiNG, FO4MING, tTGTONOL�THE COREFlLLCONCRETEGROUT _ .. . ..... ......... ___ASTMC4]fi,fc=3000P51 BEINGCONNECTED.
<br /> � STRUCTUREINPROPERhL�GNfAENTAN� TOWITMSTANDALLLOAD5TO4NHICHTHESTRUC?UREMAV3[SUBJECTED. 8-10'SWMP
<br /> MCLUDMG LATERAL LOAOS. TEMPERATURE OIFFERENTIALS. STOCKPILES OF MATERINLANO EQUIPMENT. SUCH 4EASURES 3/8' MAX.A(:GREGFTE �p WOOD:
<br /> SHALLBEL[FTINPLAC[PSLONGASREOUIRE� FORSAFETYANDUNTILALLFRARIINGANDCONNECTIONSINCWDINGROOF REINFOHGNGSTEE� .........................._......._..._............ASTMA615, GRADE60
<br /> DECK(ANOSUPPORTINGFlO0R51AREINPLACETHEINVESTIG�TION. DE51GN. 5AFETV. A�EOUACVAN� MSPECTIONOF 63 GftOlf�50LIDALL6ELOWGRADEMA50NRY, CORESWITHVERTICALREMFORCING. 80NO8EAMSANOLINTELS. ���� DESIGNGOOP. NATIONALDESIGNSPECIFlCpTION (NOS)FORWOODGONSTROf,THNJ (AFSPA), IATESTAOOPTION.
<br /> SUCHTEMPORARYAIE�SORESAREIHESOLERESPONSIBILIttOFTHECOMRHCTON. 6A 'STRETCHER'TYPECONCRFTFM1IASONRYUNIT35HqLLNOTBE115EDFORSTftUCTURNLSHEAROR6EARIN[3WqLL5. 702 MAT[R�ALS��OLIOWINGIN01G4T[MINIMUMGRADESUNOONDRf�WINGS): �
<br /> 3.3 DRAWINGSINDICAT[ G[N[RALANOttPICALDETAIL50FCON5TRULTION. WHERECON0ITIONSARENOTSPEQFICALLY INGLVDINGPORTIONSOCLOWGPAOEVERTICALCELLSTOBEFILLEpW1THGROUTSHALLBEALIGNEDTOPROVIDEA �021 ROOFOECK: SlE'(NOMINPLjSTRUCTUWLLIAPARATE� PLYWOO�.COX,J0INTSTOBESTAGGEREDWITHPLYW00DRO0F
<br /> ' SHOWN,SIMILAROETAILSOFGONS'RVCTIONSHnLLBEU5ED. 5UBJECTTOREVIEWeYTHFFNGINEER. CONTINUOUS. UNOBSTRUCTE�OPENING. CELLSWHICHCONTAINVERTICALREINFORGEMENTSMNLLHFVFAMINIMpM2' SHEATHINGGLIVSAT26'OGGLUEAN� NAILWITHBJNRILSATfi'OCATALlE0GE5, INTERMEDIATEFRAMINGTO6ENNLEO
<br /> 34 ARCHITECTURNLDRRWMGS, MECHANICALOR4WINGS, ELECTRICALOHAWINGSTELECOMMi1MCAT10NORAWINGS. fIRE CLEAROPENING. ALLREMFORCINGB�RSSHAI.LBEPLACEOTOPROVI�EMASONRYCOVERAGEOFNOiLESSiHM1112'. WITMOdNAIISAif'LOG I I f
<br /> PftOTECTIONDRAWINGS. EOUIPMENTDRAWINGSANDRC-LATEDITEMSAREBYOTHERS. THEMINIMUlADISTANCEOEiVJEENPARPILELREMFORGNG�ARS. [XCEPTINCOWMNS,SHALLEEEOUALTOTHENOMINAL �022 WALLSHEATHING S1A'(NOMINAL)$TRUCTURALiAPARATEDPLYW000. COX. HORRONTALJOINTSTOBESTAGGFRE00R �
<br /> &.5 CONTRACTORANpS�BCONTRACTORSSHALLTHOROUGHLVREVIEWALlDRA1NING5PNDSPECIFlCATIONSPRIORTO OIAMETEROFTHF, BPRORI', WHICHEVERISGREATER. BLOCNED. NAILR•11Hi0tlNAILSAT6'OCATALIEDGES, INTERMEUTATEFRAMINGTOBENAILEDWI1H10ENAIL$Ai12'OC � ,
<br /> � SUBMITTINGBIDS. MISCELLANEOUSFASTENERS,CLIPSETC. THATARENO' DETAILEDONTH[ DRAWIN6SBUTAREPARTOF 85 GROUTLIFTME�GHiSHALLNOTE%CEEDS'�4lHIGHERLIFTHEIGHTSHRELIMITEDTOSPECIALLVOl1ALIFIEDCONTW6TORS �0.3 ALLNAILSTOBEFVLLYORIVENWITHHEP�FLUSHTOSURFACE. NEITHERUNDER-0RNENOROVEft-DRIVENAILSUNQ �
<br /> THEftEQUIftEMENTSFORFULLINSTALlATIONOFHLLSTRUCTURAL5Y5TEMSARETOBEPARTDFTMEBID. CONTRACTOft WITHAMINiM11UtdOF3PRiORPROJECTSUTILILNGHIGH-UPTGROUTMGMETHODS,WHOSINLLSUBMITADETAILEO �
<br /> SHALLVISITTNESITEPHIORTOTHEBIOTOASCEftTAINCON�ITIONSWHICHMqYACVERSEIYAFFECTTHEBIO. PROCEOUREFORREVIEW, MCWDING �OCIIMENTqTIONOFSPEC�PLLYTRAINE�PER50NNEL. �I SUBMITTALS:
<br /> 3.6 OUR!NGTHE6IDDINGSTAGG, CONTltACTORSHALLRE0UE5TANMiERPRETATIONOFCONFLICTSPRIORTO�IpD�NG. IFNO 6.8 USEWIREPoSITION[RSFORSECURINGREINfORCEMENTiNPOSITION. 111 GENERALSUBMiRALREOUIREMENTS �
<br /> . REOUESTiSMnDE, BOTHPROVISION55NqLLBEPftESUMEDTOBEINCLUDE�INTHEPiDqNDTHEnRCHitECTIENGINEER 6] THEUSEOFMASONRVCEMENTISSTRICTLYPROHIBITE�. ALLMORTARSHALLMEETTHE'PftOPORTIONSPEQFICNTION'OF 11.14 CONTRACTORSHnLLftEVIEW. STRMP,5IGNAN�DATEqLLSUeMI1TAL5PRIORTOFORWARDiNGTOARCHREf.TIENGINEER. w
<br /> SHALtDETERMINEWHICHPftOVIEIONGOVERNS.ANDTHECON1fL4CTOR5HALLPERFORn� THEWORKATNOADDITIONAL ASTMC2]OANDSHALLBEMADEWITHPORTLANDCEMENTILIME �NONAIft-EMRRINEO). TMEENGMEER'SREVIEW�SFORCONFORMANCEWITHTHE �ES�GNCONCEPTANDGENERPIGOMPLIFNCEWITHTHE
<br /> COSTTOTHEOWNER. 6.8 UNLFSSOTHERWISEIN�ICATED, ALLWALLSSHALLBELAI� UPINRUNNINGBOND.`TOOTH'BONDCORNERSANp RELEVANTCANTRACTOOCUMENTS.THEENGINEEft'SREVIEWOOESNOTRELIEVETHECONTRACTOROFTHESOLE "
<br /> 3] ALLOIdI5510NSANUGONFLICTSBETWEENTHEVRRI0U5ELEMENTSOFTHECONSTRl1CTION�RAWINGSAN�bR INTERSECilON50FLOA6BFARINGWALLS. RCSPONSIOILITYTOREVIEW, GHECNANOCODR�INATETHESUBMiTTALSTHECONTRACTORREMAIN550LELVR[SPONSIBL �
<br /> SPECIFlCATIONSANO/OFEXISTINGCONORIONSSNALL9EBROOGHTTOTHEATTENTIONOFTHEENGWEERBFFORE 6.B PROVIDEVERiICALREMFORCINGBARSOFTHEGiVEN52EAND5GACINGA51NDiCATED. PROVIDEBARSATALLWALL GORERRORSANDOMISSIONSMTHE508MITTFlIS.
<br /> PROCEEDINGWITHTHENroRK. CORNERS, INTERSECTIONS, OPEN�,NGEDGESAN� E4CHSI�EOFCONTROLJOINiS. fl1,7 SHOPOMWINGSSHALLFIEINTHEFOHMOF2LACWLMEPRINiSORPORTABLL00CUMENTPORMAT(PpF�FORREVIEW.
<br /> 38 THECONTWICTORSHALLCODRpINATEALLOEPFESSIONS, DIMENS10N5, ELEVATIONS, SIEEVES, CHAS[S, HANG[R5, fi.ta MOILOWUNiTSS11hLL6ELAI�WITHFULLMORTMCOV[RAGEONHORIZONTALANDVERTICALFACESHELLS.WEDSSHALL DRFWINGSLISTEDBELO'NAS"CERTIFIEO"SHALLBEARTHESIGNEOANDDATEDSEALOFAPROFESSIONALENGMEER
<br /> � OPENINGS.B�OGKOUTS, INSERTS.ANGHORS, FOUIPMEMSIIPPORTS,ANDDFTqILSWITHTHEENTIREWNSTRUGTION ALSOBEBEO�EO.WHERETNEYAREPOJACENTTOCELLSTOBEREINFORCF�ORFILLEDWITHGROUT, INTHESTARTING REGISTEREOINTHESTATEWHERETHEPROJECTISI.00ATED. INNOCASESHALLREPRO[JIlCTIONSOFTHECONTRACT �
<br /> PACKAGEINCWDINGARCHITECTURALORRWINGS, MECHPNICRL�RAVdINGS, [LECTRICNLpRAWINGS.TELECOMMUNiCATION CWRS[ ONfOOTiNGSAND50L�OFOUN0ATI0NWALLSANDiNNOrv.RE�NPORCEDORGROUTEDPIEHS, PILRSTERSOR DRAWINGS �EUS[DASSHOPORA'NINGS. DRAWWGSSHALLSHOWERECTIONPIANS, DIM[NSIONS, 6RACINGAND6RIDGING
<br /> DRAWINGS. FiREPROTECTIONOMWINC5AN0E�UIPMENT �RAWMGSFORCONCRETEAN�MASONRYCOVSTRUCTiONTHE COLUlANS. REaJiRFMENTS,pETAIL5.5UPPORtE�MECH�NiCALEaWPMENTAN�PIPING5l1PMiTTALSAREREDUIRE0. O
<br /> INSERTS, EMBEDDE� PLATE5, ETQSHALLNOTINTERFEREWRHREMFORCEMENTLOC�TIONS. 6A1 PROVIUE9GA. GALV. 'DUR-0�WALL'LA��EWTYPEHORIZONTALJOINTREMFOHCEMENT (URACCEPTEOALTERNATE�EVEftV 1t.1.3 CALCl1U�TiON5FOq5PECiALTV5IRUCItIMLAN��ORMANUFACTURE�ITEMSSHALLUEARTHESIGNE0AN00ATEPSEALO
<br /> 39 ALLMRNUFACTUREOSTRVCTURALSYSTEWSWHICHqRECOMPOSE00FCOMPONENTSTOBEFiEI.OERECiE05NALLBE SECqJDCOURSE�18'QC)MAXIMIIM. qPROfE5510NALENGMEERREGISTLR[DINTHESTATEWHERETNEPftOJECTISLOCATED.CALCl1LATIONSSNALLMCLUOE �
<br /> . SOPERVISE� BYTHESl1PPLIEROURINGMANUFACTURING �FI.IVERV,HANOLING, STORAGEFNpERECTIONINqCCOftDIWCE q.iZ VERTICALRE�NFOftGEMENTSPLICESSHALL6EAMINIMUMOF488ARDIAMEfER50RASNOtE00NTHFORAWINGS. DE9GNCRiTERIA, REnGi10mFOftCESLOAOCAPACITiES. LAVOUTSSHOWINGSP�N�NDatiCH.nNpCONNF.CTiONS. �
<br /> WITHTHESUPPLIER'SMSTRUCTIONSPNORE�U�ftEMENTS. VqRIZONTALREINFORCEMENTSPLICESSHALL6EAMIN:MUMOFOtlBAR01AMETEHS. INCWDINGCORNERS. 1144 SHOPpRAWINGSAN�C�LWLATIONSSHALIBESUBMIT(EDPRIORTOFABRICA�ION �
<br /> 3.10 MECHANICALUNITSSUPPORTEDBYROOFORFLOORSTRUCTUREARESUBJECTTOiHEACCEPTPNCEOFtHESTRUCTURAL 643 PRWIOECONTROLJOINTS(KEYGOTYPE)AT/�MAXIMUMSFAQNGOFTMELESSEROF24'-8"ORTHREETIM`cSTHEWALL 172 � CONCR[TE �
<br /> ENGMEER. HE�GHTUNlE555HOWNOTHFRWISELOCATECONTROL.IOINTS2'-0'FROMONESIDEOFALLCORNERS. OISCONTINUEALL 112.1 CONCRETEMIXUESIGN(S� SHALL6ESUBMITTE�TOENGMEERFORREVIEW.ASIGNE�CERTIFILATIONSTATING Z �
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