ML17261A149

Forwards Response to 790801 Ltr Requesting Info on SEP Structural Topics III-2,III-3.A & III-7.B.Relevant Articles from Ny State Bldg Const Code & Subcontracter 1966-67 Tech Specs Encl

ML17261A149
Person / Time
Site:	Ginna
Issue date:	11/14/1979
From:	WHITE L D ROCHESTER GAS & ELECTRIC CORP.
To:	ZIEMANN D L Office of Nuclear Reactor Regulation
References
TASK-03-02, TASK-03-03.A, TASK-03-07.B, TASK-3-2, TASK-3-3.A, TASK-3-7.B, TASK-RR NUDOCS 7911200454
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Forwardsresponseto790801ltrrequestinginfoonSEPStructural'lopicsIII-2EIII3,A8III>>7.B.RelevantarticlesfromNYStateBldgConstCodeLsubcontracted1966"67TechSpecsencl.~~%DISTRIBUTIONCODE:ASSESCOPIESRECEIVED:LTR$ENCI.JTITLE:SEPTopicsNOTES:~QCPPFmaP~Wgl94tPMLMERECIPIENTCOPIESRECIPIENTIOCODE/NAMELTTRENCLIOCODE/NAMEACTION:19BC~g8~~INTERN~~REGF11RE'PERFBR1114REACSFTYBR1116EEB1i88RINKMANiSEP8R33SIZE:COPIESLTTRENCL111111111122~,,.-REGULATORYORMATIONDISTRIBUTIONSYSi(RIOS)ACCESS'IONNBR:7011200454DOCsDATE:79/11/14NOTARIZED:NODOCKETFACIL:50-244RobertEmmetGinnaNuclearPlantpUnitlrRochesterG05000244AOTH,NAMEAU'lHORAFFILIATIONWHITEDL,0~RochesterGas8ElectricCorp,RECIP~NAMERECIPIENTAFFILIATIONZiKA'A'NN,D,L,OperatingReactorsBranch2EXTERNAL;23ACRS7NSEC161613LPOR11Z$3fTOTALNUMBEROFCOPIESREQUIRED:LTTR87ENCL t4l(E1~'1lC1"11l'1I<w>4a~'1"v7,~l~l~+'aIIIQw4IIP

//l////9<///'/////Pr..//////////////////////ROCHESTERGASANDELECTRICCORPORATION",IIATCI,lo89EASTAVENUE,ROCHESTER,N.Y.14649LEOND.WHITE.JR.VICEPRESII7ENTITELEPHONEAREACODETIE546.2700November14,1979DirectorofNuclearReactorRegulationAttention:Mr.DennisL.Ziemann,ChiefOperatingReactorsBranchNo.2U.S.NuclearRegulatoryCommissionWashington,DC20555Subject,:SystematicEvaluationProgram-TopicsIII-2,III-3.A,III-7.BR.E.GinnaNuclearPowerPlantDocket,No.50-244

DearMr.Ziemann:

EnclosedpleasefindourresponsetoyourletterofAugust1,1979inwhichyourequestedinformationonSEPstructuraltopicsIII-2,III-3.AandIII-7.B.Ifthereareanyquestionsregardingthisinformation,pleasecontactus.Verytrulyyours,L.D.White,Jr.Enclosures>>>iE0o9<'

N Kl'll5IOKMIIRl)MIKE'ILYIII-2WindandTornadoLoadsQuestion:Foreachsafetyrelatedstructure,'nclosureGo299i)~'ll->lRiiue%591.Describetheprocedurestotransformwinddataintodesignpressureandgustfactors.2.Providedesignbasis,ifany,fortornadoloadingincluding:a.translationalwindspeedb.radiusofmaximumrotationalwindspeedc.procedurestotransformtornadodataintodesignpressure.Response:TheoriginaldesignofGinnaStationdidnotincludetornadoeffects.WindloadswereappliedasspecifiedbySectionC304-4oftheNewYorkStateBuildingCon-structionCode.Thiscodeisbasedona'windspeedof75milesperhourata30ft..height.ThewindspeedisconvertedtoapressureloadingandappliedasshownintheCodetables'hichareincludedasAttachment,I.Anevaluationoftheplant'scapabilitytowithstandtornadoeffectswasperformedin1968.Thisevaluation,whichisincludedintheFSARasAppendix14A,wasbasedonatangentialwindvelocityof300mphandanexternalvacuumof3psig.TheportionofAppendix14A'thatdiscussesthetornadoeffectsonstructuresisprovidedasAttachmentII.Kle~~mImmmMmHl5 In1976anadditionwasmadetotheauxiliarybuildingforastandbyauxiliaryfeedwatersystem.Thedesigncriteriaforthestandbyauxiliaryfeedwaterpumpbuild-ingweresubmittedtotheNRCbyletterdatedMay20,1977.FurtherinformationwassuppliedwithourletterdatedJuly28,1978.Staffapprovalofthestandbyauxiliaryfeedwatersystem,includingthebuilding,wasissuedbyletterdatedAugust24,1979.ThisbuildinghadditionwasdesignedinaccordancewiththeprovisionsofReg.Guide1.76.AsindicatedinAttachmentIII,thebuildingwasdesignedforawindvelocityof360mph,a3psigexternalpressuredrop,plusmissileloading.Thedesignwindvelocitywasconvertedtoapressureequivalentbytheequationsofparagraph6.3.4ofANSIA58.1.

III-3.AEffectsofHihWaterLevelonStructuresQuestion:Foreachsafety-relatedstructure,1.Describethewaterloadscons'ideredinthedesignandtheextenttowhichdynamiceffectsduetofloodingwereconsidered.2.ClarifythewaterlevelforeachloadcombinationdiscussedinTopicIII-7.B.3.Explainhowthegroundwaterpressure,ontheem-beddedpartofthecontainment,wasconsidered.Response:ThehighestinstantaneousstillwaterlakelevelrecordedforLakeOntariowas250.2feetUSGS(FSARSection2.6.4).ThemaximumstillwaterlevelofLakeOntarioattheGinnasitewasestablishedas250.78feetUSGSinAppendix2CoftheFSAR.TheprobablemaximumstillwaterlevelwasrevisedonMay10,1973to253.28feetUSGSorLSD1935datum.ThereasonsforthisrevisionandsubsequentadditionofcapstonestothebreakwallwereexplainedinourletterdatedNay15,1973toMr.DonaldJ.Skovholt,Assistant.DirectorforOperatingReactors,USAEC.Also,ourletterofMay31,1973toMr:Skovholtdescribesadditionalfloodprotectionmeasures.Theplantisprotectedfromwinddrivenwavesbyabreak-waterwithatopelevationof261.0feet(initiallyconstructedto254.0feet)andbythedischargecanalwhichrunsparalleltothelakeshorebetweenthebreak-waterandtheplant.Designdetailsofthebreakwallarepresentedinquestion3inSupplementItotheTechnical3 SupplementAccompanyingApplicationforaFull-TermOperatinglicense,datedDecember20,1973.Thegeneralplantgradeisaboutelevation270feet,withtheexcep-tionoftheareabetweenthelakeandtheturbinebuildingwhichisatelevation253feet.Becauseofthebreakwater,thedischargecanalorientationandtheelevationofthegeneralplant,floodingisnotaproblemandtheplantstructuresare,therefore,notdesignedforthedynamicaffectsofflooding.Normalwaterloadsfromgroundwaterareconsideredinthedesignoftheplantstructureswhicharesupportedbelowthegroundwatertable(elev.250'-0").Ofthesafetyclassstructures,onlytheContainment,AuxiliaryBuildingandScreenHousearesupportedbelowthegroundwatertable.ThewallsoftheAuxiliaryBuildingweredesignedforalateralhydrostaticwaterpressureandthebasematwasdesignedforahydrostaticupliftpressure.TheScreenHousewasdesignedforafullhydrostatic,andupliftpressureassumingcompletede-wateringofthefacility.TheContainmentdesignprovidesfornobackfillagainstthecontainmentwall.Assuchnolateralgroundwaterpressureontheembeddedpartofthecontainmentwascon-sidered(FSARpage5.1.2-36-"AbsenceofBackfillAroundContainment").However,thebaseslabofthecontainmentisdesignedtowithstandthefullhydrostaticheadofwater,eguivalentto7.16psi(16.5ft.ofwater).

III-7.BDesinCodes,DesinCriteriaandLoadCombinationsQuestion:Foreachsafety-relatedstructure(exceptthecontain-ment,shell),Listthecodesandstandards(includingeditiondate)usedfordesignandconstructionofconcreteandsteelelements(containmentinternalstructures,auxiliarybuilding,intermediatebuilding,turbinebuilding,controlroom,batteryroom,diesel2.3.generatorroom).,Providetheloads,loadcombinationandacceptancecriteriaemployedforthedesign.Providethedesignand/oractualmaterialproperties(fyandfc)usedforsteelandconcreteelements.Forconcrete,providetheagespecifiedandany'ad-mixturesused.Provideacopyofdesignspecificationsusedfordesignandconstruction.Providerepresentativestresslevel(compression,1tensionandshear)atthecriticallocationofeachstructure(e.g.,atbaseofcontainmentinternalstructures)foreachoftheloadcombinationspro-videdinresponseto(2)above.(Forthisquestion,informationatthebaseofthecontainment,shellisalsoneeded.)

Response:1.Thecodesandstandards(includingeditiondate)usedfordesignandconstructionofconcreteandsteelelementsaregiveninFSARSection5.1.1.5"Codesand2.Classifications",pages5.1.1-10through5.1.1.-16.Thislistingisincludedasattachment.IV.Thefollowingloadshavebeenconsideredinthestructuraldesignofthesafety'relatedstructures.A.DeadloadsB.Liveloads(uniformloads/sg.ft.toallowforanyhungloadsfromfloorframingsystem,whichmayincludepiping,H&Vducts,electricalcabletrays,ceiling,etc.whereapplicable,and'alsosnowloadsforroof)C.Permanent.equipmentloadsD.SeismicloadsE.WindloadsThespecificloads,loadingcombinations,andacceptancecriteriaforeachsafetyrelatedstructurearelistedbelow:(1)ContainmentShellThedesignloadsaredescribedinSection5.1.2.3oftheFSAR.ThefundamentalloadsforthecontainmentstructurearetabulatedinTable5.1.2-4A.

TheloadcombinationsforthecontainmentstructurearegiveninTable5.1.2-4I.TheacceptancecriteriaisdescribedintheFSARSection5.1.2.3undertheheadingsof"DesignStressCriteria"and"LoadCapacity."(2)ContainmentInternalStructuresa~Loads1.OperatingFloorLiveLoad1000psfwithappro-priatedeadload(D.L.)2.IntermediateFloorLiveLoad200psfwithappro-priateD.L.3.AirFilterPlatformLiveLoad200psfwithappro-priateD.L.4.FoundationMatForupwardwaterpressure=1030psf.5.LoadgeneratedbytheOperatingBasisEarthquake(OBE).6.LoadgeneratedbytheSafeShut-downEarthquake(SSE).7.Compartmentpressuredifferentialduetoaccident.

8.Equivalentstaticloadgeneratedbythereactiononthebrokenreactorcoolantsystempipeduringthepostulatedbreak.9.OverheadCraneLiftedLoad=200Trolley=150BridgeGirder=100kVertical,lateralandlongitudinalloadsareusedasperAISCorN.Y.code,whichevergoverns.LoadCombinations2.3.D+L+T=S0D+L+T+E=1.33S0D+L+T+P+Y+E=UorY0T=Thermaleffectsandloadsduring0normaloperatingcondition.LoadgeneratedbytheOperatingBasisEarthquake(0.08g)at2%Edamping(maxm.acceleration=0.19g)Loadg'eneratedbytheSafeShut-downEarthquake(0.20g)at2%damping(maxm.acceleration=0.47g)TherequiredsectionstrengthbasedonUltimateStrengthdesigndescribedinACI-1963.

DForStructuralSteel,Yisthesectionstrengthbasedonyieldstrengthofmaterialusingelasticdesign.Pressureequivalentstaticloadwithinthecompartmentgeneratedbypostulatedbreak.DeadloadincludinganypermanentequipmentloadsandhydrostaticloadsLiveloads.Y=Equivalentstaticloadduetorpostulatedhighenergypipebreak.Forconcretestructure,SistherequiredsectionstrengthbasedonworkingstressdesignmethodasperACI1963.Forstructuralsteel,SistherequiredsectionstrengthbasedontheelasticdesignmethodsasperAISC."SpecificationsfortheDesign,FabricationandErectionofStructuralSteelforBuildings",adoptedApril17,1963.

(3)DieselGeneratorBuildina~b.LoadsRoofdeckingRoofing&insulationFireprotectionPipingMiscellaneousSnowloadLoadCombinations2.5lbs/sqft10.0lbs/sqft7.5lbssq/ft,5.0lbssq/ft3.0lbssq/ft28.0lbs/sqft40.0lbs/sqftD+L+E=S(forroofbracingandcolumnfoundation)ForwallpanelsD+L+E=1.33SD+L+E=Uwhere,Loadgeneratedbytheoperatingbasisearthquake(0.08g)at.5%damping(maximumacc.=0.13g);Loadgeneratedbythesafeshut-downearthquake(0.2g)at5%damping(maximumacc.=0.32g).Forconcretestructure,Sistherequiredsectionstrengthbasedon'orkingstressdesignmethodasperACI1963.Forstructuralsteel,Sistherequiredsection10 strengthbasedontheelasticdesignmethodsasperAISC."SpecificationsfortheDesign,FabricationandErectionofStructuralSteelforBuildings",adoptedApril17,1963.U=TherequiredsectionstrengthbasedonUltimateStrengthdesigndescribedinACI-1963.(4)ControlBuildina~Loads2.RoofConcreteslabSnowTrussRoof&InsulationCeiling&Misc.Floorat,Elev.289'-6"250lbs/sqft40lbs/sqft15lbs/sqft8lbs/sqft15lbs/sqft3.D.L.+L.L.=500lbs/sqftFlooratElev.271'-0"D.L.+L.L.=400lbs/sqft,b.LoadCombinationsForRoofTrussD+L+E=S 2.Buildingcolumnsaredesignedbyapplyinglateralloadinthemidspanofthecolumneguivalentto(D+1/2L)z.20ginadditiontoverticaldeadloadandliveloadcarriedbythecolumn.There-sultingallowablestressesfromtheseismicloadareincreasedby331/3%.3.Concretewallsaredesignedby-applyinglateralloadinthemidspanofthewallpaneleguivalentto(panelweight)z0.20g.Thedesignisbasedonworkingstressmethodwithoutincreaseinallow-ablestresses.E=LoadgeneratedbytheSafeShut-downEarthquake(0.20g).(5)AuxiliarBuildina~Loads1.RoofRoofing6lbs/sq.ft.Insulationanddecking7lbs/sq.ft.Misc.Snowloads7lbs/sg.ft.40lbs/sq.ft.12 Foundationa)Foundationmatforupwardwaterpressure=1000psfb)Sumpbottomforupward'waterpressure=2250psfc)Wallsbelowgrade(1)Aboveel.250'-0"forequivalentfluidpressure504/sqft/ftofheight'I(2)Belowel.250'-0"forequivalentfluidpressurel805/sqft/ftofheight(3)IntermediateFloorLiveload220psfwithappropriateD.L.(4)OperatingFloorLiveload200psfwithappropriateD.L.(5)CraneLoadsLiftedload80Trolleyweight14Cranebridge28.8Lateral,longitudinalandverticalloadsincreasedby25%toincludeeffectofimpactandbraking.13 b.LoadCombinationsD+L=SD+L+WorE=1.33S(6)ScreenHouseBelowGradeTheentirescreenhouse-servicewaterbuildingisfoundedinoronbedrockwiththeexceptionofthebasementoftheelectricswitchgearpor-tionwhichisfoundedapproximatelyfourfeetabovebedrock.Sincethebuildingisfoundedinbedrockthebasementwillnot.realizeanyspectralaccelerationandtheseismicloadingisequivalent,tothegroundmotionof0.08gand0.20g.Thebasementisdesignedtobedewatered.Thefullheight,ofthewallisdesignedforanexternalhydrostaticpressureplusaseismicloadequaltoapercentageofthedeadloadofthewallandthehydrostaticpressure.Fortheportionofthewallbelowgradeandabovebed-rockanactiveearthpressurebasedonasaturatedsoilweightisapplied.Internalwalls,suchaspumpbafflesandthewingwallsbetweenthetravelingscreensweredesignedforafullheighthydrostaticpressureoneithersideplusaseismicloadduetothewatermovementduringaseismicevent.

AboveGrade1)Designloadings:a)DeadLoads1)Built-uproof14psf2)Pipinghungfromroof10psf3)Sidingb)Liveloads1)Snowloadtoroof(NewYorkStateBldg.iCodePara.C-304-5),5psf40pfs2)Windloada)Walls(SBCPara.304-4)20pfsb)Roof(SBCPara.304-5)Down5pfsUp17pfs3)Craneloads(inc-live,20,0005deadScimpact)Isupportpointsa)Lateraltorunway20%b)Longitudinaltorunway10%c)Seismicloadings4,000I2,00081)0.08ggroundmotion51.33workingstress15 2)0.20g.groundmotionIyieldstress2)Designloadingcombinationsforanalysis:a)Deadloads+snowload+craneloadIworkingstressb)c)d)e)Deadload+snowload+craneload+windloadI1.33timesworkingstressDeadload+snowload+craneload+0.08gvert.seismic+0.08gE-Whoriz.seismic91.33workingstressDeadload+snowload+craneload+0.08gvert.seisic+0.08gN-Shoriz.seismicI1.33workingstressDeadload+snowload+craneload+0.20gvert.seismic+0.20gE-Whoriz.seismic9yieldstressf)Deadload+snowload+craneload+0.20gvert.seismic+0.20gN-ShorizontalseismicIyieldstressTheconcrete,reinforcingsteelandstructuralsteelrequirementsareaslistedbelow.16 0

Theminimumultimatecompressivestrengthusedfordesigningconcretestructuresisasfollows:1.ContainmentShell-5000psiin28days2.AllOtherStructures-3000psiin28daysAllstructuralconcreteisconsideredsubjecttopotentiallydestructiveexposureandcon-tainsairinamountsconformingwithTable304(b)ofACI301.Anairentrainingad-mixturewasusedconformingto"SpecificationsforAirEntrainingAdmixtureforConcrete",ASTNC260-63T.Awaterreducingdensifierwasaddedtoallstructuralconcretewitharequiredultimatecompressivestrengthequaltoorgreaterthan3000psiat28days.(FSARpage5.1.2-70a)Reinforcement:Theconcretereinforcement.usedisdeformedbarofintermediategradebillet-steelcon-formingtotherequirementsof"Specifica-tionforBillet-SteelBarsforConcreteRe-inforcement",ASTNA15-64,withdeformationsconformingto"DeformedBarsforConcreteReinforcement",ASTNA305-56T.Speciallargesizeconcretereinforcingbarsaredeformedbarsofintermediategradebillet-steelcon-formingto"SpecificationsforSpecialLarge17 M0 SizeDeformedBillet-SteelBarsforConcreteReinforcement",ASTMA408-64.Reinforcingsteelconformingtothesespecificationshasatensilestrengthof70,000psito90,000psiandaminimumyieldpointof40,000psi.Theprincipalmildsteelreinforcementusedinthevicinityofthelargeopening(i.e.,personnellockandeguipmentaccesshatch)hasa60,000psiyieldstress.c.StructuralSteel:Allstructuralsteelusedintheworkandnot,otherwisedesignatedonthedrawingconformedto"SpecificationforStructuralSteel(Tentative)",ASTNA36-63T,with36,000psiminimumyieldstrength.Thefollowingspecificationsforstructuralsteelandconcretewereusedfor,constructionandareincludedasAttachmentV.a.b.TechnicalSpecificationsforFurnishing,FabricatingandErectingStructuralSteel,Grating,StairTreads,andHandRail.TechnicalSpecificationsforStructuralConcrete(includesreinforcement,)withAddendumNo.1toAddendumNo.9.

Therepresentativestresslevelsinthecontainmentshell.can,befoundinAppendix5DoftheFSAR.Thestressesforthe48loadcombinationsidentifiedinTable5.1.2-4Iareprovidedasstressresultantsandstresscouplesinthemeridionalandthehoopdirection,includingmeridionalshearandradialdisplacements.Unitstressesinthedifferentstructuralcom-ponentsoftheshellaredescribedintheFSARasshownbelow:(1)Stressesinthehingetensionbarsareshownonpage5.1.2-37.(2)Stressesinthelinerknuckleplatearedescribedonpage=5.1.2-37A.(3)Stressesintheelastomerbearingpadsaredescribedonpage5.1.2-37Bthrough5.1.2-41.(4)Radialshearintheshell,seepage5.1.2-42through5.1.2-43.(5)Longitudinalshearsintheshell,seepage5.1.2-44.(6)Horizontalshearsintheshell,seepage5.1.2-45through5.1.2-46.(7)Tendonanchoragestresses,seepage5.1.2-46athrough5.1.2-46d.(8)Linerstresses,seepage5.1.2-46ethrough5.1.2-5la.19 (9)Longitudinallinershearstresses,seepage5.1.2-51bthrough5.1.2-51g.(10)Stressesintheconcreteandreinforcingsteelduringthepressuretest,seeTableBonpage5.1.2-51h.(11)Largeopenings,seepage5.1.2-62,andtheThirdSupplementoftheFSAR"DesignofLargeOpeningReinforcementforContainment,Vessel."20

'Ir' NgQX~'<<Q<<~+C.c.DStructuralRequirementsC304-4WindLoads(8334)MinimumwindloadsshallbeinconformitywithtablesC304-4aandC304-4b,andshallbeappliednormaltothesurface.Theseloadsarebasedonadesignwindvelocityof75milesperhourataheightof30feetabovegradelevel.Minimumwindloadsonsignsshallbeinconformitywithgenerallyac-ceptedstandards.TABLEC304.4a.(Ill.633)-WINDLOADS:WALLS,EAVES<CORNICES<TOWERS<MASTSANDCHlhlNEYSInpoundsporsrtuarofootAtheightabovegradeinfeet.501to600~401to500301to400201lo300101to20061to10041to6026to400to25Wallst1343332302824211815Eavesandcornicess686664605648423630Towers,mastsandchimneyss6058565349423732261exteriorwallsshallbocapabtoofwithstandingwindloadonboththefntcdorandexteriorsurfaces,actingnon.simultaneously.-"Loadactingupward.3Forheightsabovegradegreaterthan600feet,add1psftoloadforwaneforeachintervalorpartofintervalof200feetabove600feet;foreavessnd,cornices.andtowers,mastsandchimneys,correspondingloadsaroinproperliontothose(orwalls.4Tabularvaluessreforsquaresndrectangularstructures.Forstructureshexa.gonaloroctagonalinplan,useprolectedarossndmultiplytabufarvaluesby0.6:forstructuresroundorelnpiicslinplan.useproiectedaresandmultiplyvaluesby0.6.C304-5OverturningForceandMomentDuetoWind(833.5)a-Theoverturningforceshallbethewindload.ThewindloadshallbetheloadsetforthintableC304-4a,andshallbeappliedonlytothewindwardverticalsurfaceabovethehorizontalplaneunderconsideration,andtotheriseoftheroof.There-sistingforceshat(bethedeadloadofthestructureabovethehorizontalptaneunderconsideration,plusthestrengthofmaterialandfasteningsestabtishingcontinuitywiththestructurebelow.b-Themomentsofstabilityandoverturningshallbecomputedabouttheleewardedgeofthehorizon-talplaneunderconsideration.93 0(p'Aq StructuralRequirementsTABLEC304.4b.(IV.633)-VtfMDLOADS:ROOFSlnpoundsporsquarefootMeanelevationofroofabovegradelevelinfeetDirectionofload>0'o20'lopefromhorizontafg30to"60'0'o30'ver60'01to6003401to500301to400201to300101to20061to10036to6021to350to20DownwardUpwardDownwardUpwardDownwardUpwardDownwardUpwardDownwardUpwardDownwardUpwardDownwardUpwardDownwardUpwardDownwardUpward829828727725624520519517514829to24828to23727to22725to21624to20520to17519to15517to14514to118to24248to23237to22227to2121Gto20205to17175to15155to14145to11112424232322222121202017171515141411111Downwardsndupwardloadsactnonslmultsneousfy."Forsfopesbetween20and30'llhwindactingupward,sndbetween30'nd60'ithwinddownward,compuleloadsbystraightlineInterpo-lation.3Forheighlsabovegradegreslerthsri600feel,sdd1psftoupwardloadlor0'o20'lopeforeachIntervalorpariofIntervalof200feetabove'00feel;lorupwardloadsonotherslopes,snddownwardloadsonsllslopes,correspondingloadsareinproportionlothoseforupwardloadfor0to20'lope.c-Themomentofstabilityofthestructureabovethehorizontalplaneunderconsiderationshallbenotlessthan1'/2timestheoverturningmomentduetowind.C304-6(833.6)SlidingForceDuetoVlindTheslidingforceduetowindload,equaltotheoverturningforce,determinedinconformitywithsectionC.304-5,shallberesistedbythedeadloadofthestructureabovethehorizontalplaneunderconsideration,byanchors,andwhereapplicable,bysoilfriction,providingatotalresistingforceequaltonotlessthan1t/2timestheslidingforce.Anchorsusedtoresistoverturningmayalsoprovideresist-ancetosliding.94 3.TORNADOEFFECTSONSTRUCTURES3.1GENERICAllstructureshavebeendesignedforwindloadsinaccordancewiththerequirementsoftheStateofNewYork-StateBuildingConstructionCode.Thewindloadstabulatedinthiscodearebasedonadesignwindvelocityof75milesperhourataheightof30feetabovegradelevel.Thestressesresultingfromtheseloadswereconsideredonthebasisofaworkingstrengthdesignapproach.'Forpurposesofthisstudythedesignofallcriticalstructureshasbeencheckedonthebasisofalimitingloadfactorapproachwhereintheloadsutilizedtodeterminetherequiredlimitingcapacityofanystructuralelementarecomputedasfollows:C=(1.00+0.05)D+1.0W+1.0PSymbolsusedinthisequationareidentifiedasfollows:C-requiredloadcapacityofsectionD-deadloadofstructureW-windloadsbasedupon300mphtangentialwindvelocitytP-pressureloadbaseduponaninternalpressure3psihighertthantheexternalpressure.3.2REACTORCONTAINfENTAlthoughtornadoloadswerenotconsideredintheoriginaldesign,thisstructureiscapableofresistingthefullstrengthtornadoloads.14A-4 3.3AUXILIARYBUILDINGAlthoughtornadoloadswerenotconsideredintheoriginaldesign,thisstructureuptoandincludingtheOperatingFloor(elev.271"-0")iscapableofresistingtornadoloads.Thesidingonsuperstructurewouldblowoutward,thusrelievingthepressureandwindload.Componentsandsystemsontheoperatingfloorandabovearesusceptibletoimpactbyfallingdebrisandpotentialmissiles.Theequipment,ontheauxiliarybuildingoperatingfloor,requiredtomaintaintheplantinahotshutdownconditionisasfollows:a)BoricAcidTanks,PumpsandFilter;andb)480VSwitchgear-Bus14Theequipmentina)issurroundedbyaradiologicalshieldwallasshowninFigure14A-1.Thiswallofferssignificantlateralprotectionagainstpot;entialmissiles.Furthermore,thetwotanksandpumpareredundant.Hence,thereisreasonableassurancethattherewillbenolossofborationfunction.MoredetailsaregiveninSection4.2.1-BorationSystem.DamagetoBus14willnotcauselossofpowersupplysinceanindependentandredundantbus(Bus16)isprovidedontheintermediateflooroftheauxiliarybuilding.Thisfloor,aspreviouslymentioned,willnotbeexposedtotheweather.MoredetailsaregiveninSection4.4.Inaddition,theSpentFuelPithasbeenevaluated.Potentialmissilesmaypuncturethespentfuelpitlinerbutwillnotpenetratethroughtheconcretewallsorbasecausinggrossleakageofwater.3.4INTERMEDIATEBUILDINGThisstructure,asshowninFigure14A-2,issignificantlyconfinedbyotherbuildings,i.e.,ServiceBuilding,TurbineBuilding,ReactorContainmentandAuxiliaryBuilding.Consequently,adirectexposure14A-5 toatornadofunnelisextremelyremote.Duetotherelativevacuumwhichmightbecreatedbyatornadooutsideoftheintermediatebuildinglateralwallsmayblowoutward.Thiswillrelievethepressuredifferentialandpreventgrossfailureofthestructuralsteelframing,columnsandfloors.Therefore,thetwofloorswhichhousecriticalequipment,i.e.,floorsatelevations253'"and278'",areaffordedsignificantshieldingbytheadjoiningstructuresandhigherfloor/roofelevations.Th'ecriticalcomponentsinthisstructureconsistofthefollowing:a)Onfloorelevation253'":twomotordrivenandoneturbinedrivenauxiliaryfeedwaterpumps;andrOnfloorelevation278'":thecrossconnectiononmainsteamandfeedwaterlinestothetwosteamgenerators.Aspreviouslymentioned,nodamageisanticipatedtotheequipmentlocatedonthesetwofloors.MoredetailsaregiveninSection4.1.3.5DIESELGENERATORANNEXTheavailabilityofon-sitedieselpowerwasreviewedonthebasisoftheassumptionthatthetornadocouldcauselossofoutsidepower.Siding,windows,doorsandventilationopeningswouldblowoutwardthusrelievingthepressureloading.Damagetotheroofmightresultifthedifferentialpressureisnotrelievedintime.Tworedundantdieselgeneratorsareprovided.Nophysicaldamagetothedieselsisanticipated.Furthermore,thephysicalseparationbetweenthemissuchthatonemissilewouldnotbeabletoimpactagainstbothdieselgenerators,asshowninFigure14A-3.MoredetailsaregiveninSection4.4.Thecon'elusionhasbeendrawnthatemergencypowersupplyisreasonablyassured.14A-6

3.6SCREENHOUSESiding,windows,doorsandventilationopeningswouldblowoutward,thusrelievingthepressureloading.Nostructurecollapseisexpected.Thecriticalequipmenthousedinthescreenhouseisrepresentedby:a)fourservicewaterpumps;andb)480VSwitchgear-Buses17and18.Thefourservicewaterpumpsareredundantandsufficientphysicalseparationexistsbetweenthemtomakeextremelyunlikelythefailureofallfourpumpsfromthesametornadoeffect,asshowninFigure14A-4.ServicewaterpumpslAandlCareenergizedfromBus18andservicewaterpumpslBand1DareenergizedfromBus17.Cross-tiebetweenthetwobusesisavailable.Thetwobusesarelocatedinthescreenhouseandarephysicallyseparated.Hence,thereisreasonableassurancethatatleastoneservicewaterpump-buscombinationwilloperateproperly..MoredetailsaregiveninSection4.4.3.7CONTROLROOMNogrossfailureofthisstructureisanticipated.TheonlywalldirectlyexposedistheEastwall.'hesidingofthiswallwouldblowoutwardrelievingthepressuredifferentialandleavingtheinteriorexposedtotheweather.Thesamewouldbetrueforwindows,doorsandventilationopenings.Localcontrolsfortheequipmentrequiredformaintainingtheplantinahotshutdownconditionhavebeenprovidedasabackuptothecontrolsavailableinthecontrolroom.Therefore,thereisreasonableassurancethatcontrolsforthecriticalcomponentswillbeavailable.14A-7

3.8.SERVICEBUiLDINGThestatusofthisbuildingissimilartothatoftheauxiliarybuilding,i.e.,thesidingonsuperstructureaboveelevation271'ouldblowoutward,thusrelievingthepressureandwindloads.Thecomponentswhichmightbeaffectedbytornadoarethetwocondensatestoragetanks.Thereisreasonableassurancethatfeedwatersupplywillbemaintainedbecauseoftheavailableredundancyandofthefactthat2/3ofthetankvolumeisbelowgrade.3.9CABLETUNNELSThecabletunnelsarelocatedundergroundandarecapableofwithstandingtornadoloads.14A-8 4.6TornadoLoadsTornadoDesignCriteria~lkc4lqFwwKI/Ã<<>~4xXwoc.Annebe~e~w~QThePumphousewillcontainsafetyclassequipment(SeismicClass1),,andwillthereforebedesignedtowithstandshorttermtornadoloadings,includingtheimpactof.tornado-generatedmissiles.Tnefollowingtornadcdesigncriteriashallbeused:ra.%Iaximumrotationalwindvelocityof290mph,togetherwithtranslationalwindvelocityof70'mphgivingtotaldesignvelocityof360mph.Radiusofmaximumrotationalvelocityiscdnsideredtobe150ft;Pressuresandsuctionforcesduetothe360mphwindandallotherdesignparametersshallbedeterminedinaccordancewithANSI-A58.1-1972.'b.Externalpressuredropisconsideredtobe3psig.c~Amissileequivalenttoautilitypole35ft.long,14inchesindiameter,weighing,50pcfandtravelingat130ft./sec.withinaheightof17ft.aboveground.d.e.Amissileequivalenttoatwotonautomobiletravelingat150ft./sec.andimpactingwithinaheightof22ft.aboveground.A12,ft.long4"x12"woodenplanktravelingat260ft./sec.andimpactingend-onatanyheight.f..Amissileequivalenttoa3inchdiameterSchedule40pipe,10ft.long,travelingat160ft./sec.andimpactingend-onwithinaheightof48ft.aboveground.g.Amissileequivalenttoa6inchdiameterSchedule40pipe,15ft.long,travelingat150ft./sec.andimoactingend-onwithinaheightof'0ft.aboveground.Amissileequivalenttoa12inchdiameterSchedule40pipe,15ft.long,travelingat130ft./sec.andimpactingend-onwithinaheightof14ft.aboveground.4.6.2TornadoLoadCombinationsEachoftheabovemissileloadingcasesshallbeinvestigatedtodeterminewhichonecausesthemostsevereloadingofthePumphouse,orofindividualPumphousecomponents.Themostseveremissileloadshallbecombinedwiththetornadowindloadforthestructuraldesign,ofthePumphouse.clLOVHTASSOCIATES,liC.

Thedesign,materials,fabrication;inspection,andprooftestingofthecontainmentvesselcomplieswiththeapplicablepartsofthefollowing:ASMEBoilerandPressureVesselCode,SectionIII-NuclearVessels,SectionVIII-UnfiredPressureVessels,SectionIX-WeldingQualifications.2.BuildingCodeRequirementsforReinforcedConcrete(ACI318-63).3.AmericanInstituteofSteelConstructionSpecifications:a)"SpecificationsfortheDesign,FabricationandErectionofStructuralSteelforBuildings,"adoptedApril17,1963.b)"CodeofStandardPracticeforSteelBuildingsandBridges,"revisedFebruary20,1963.4.USASN6.2-1965,"SafetyStandardforDesign,FabricationandMaintenanceofSteelContainmentStructuresforStationaryNuclearPowerReactors."5.'CI301-66,"SpecificationsforStructuralConcreteforBuildings"6.ASTMC150-64,"SpecificationsforPortlandCement"7.StateofNewYorkDepartmentofPublicWorksSpecification5.1.1-10

8.ASTMC260-63T,"SpecificationsforAir-EntrainedAdmixtures.forConcrete"9.ASTMA15-64T,"SpecificationsforBillet-SteelBarsforConcreteReinforcement"10.ASTMA305-56T,"SpecificatonsforMinimumRequirementsforDeformationofDeformedBarsforConcreteReinforcement"ll.ASTMA408-64T,"SpecificationsforSpecialLargeSizeDeformedBillet-SteelBarsforConcreteReinforcement"12.ASTMC94-65,"RecommendedPracticeforWinterConcreting"t13.ACI306-66,"RecommendedPracticeforWinterConcreting"14.ACI605-59,"RecommendedPractivefor1iotWeatherGoner'eting"15.ASTMA421-65,"SpecificationsforUncoatedStress-RelievedWireforPrestressedConcrete"16.ASTMC29-60,"MethodofTestforUnitWeightofAggregate"17.ASTMC40-66,"MethodofTestforOrganicImpuritiesinSandsforConcrete"18.ASTMC127-59,"MethodofTestforSpecificGravityandAbsorptionofCoarseAggregate"19.ASTMC128-59,"MethodofTestforSpecificGravityandAbsorptionofFineAggregate" lI 20.ASTMC136-63,"MethodofTestforSieveorScreenAnalysisofFineandCoarseAggregate"21.ASTMC39-64,"MethodofTestforCompressiveStrengthofMoldedConcreteCylinders"22.ASTNC192-66,"MethodofMakingandCuringConcreteCompressionandFlexureTestSpecimensintheLaboratory"23.ASTMA15-62T,"SpecificationsforBillet-SteelBarsforConcreteReinforcement"24.ASTMA408-64,"Specifications,forSpecialLargeSizedDeformedBillet-SteelBarsforConcreteReinforcement"25.ASTMA432-64,"SpecificationforDeformedBillet-SteelBarsforConcreteReinforcementwith60,000psiMinimumYieldStrength"26.ASTMC31-65,"MethodofMakingandCuringConcreteCompressionandFlexureTestSpecimensintheField",27.ASTMC33-64,"SpecificationsforConcreteAggregates"28.ASTMC42-64,"MethodsofSecuring,Preparing,andTestingSpecimensfromHardenedConcreteforCompressiveandFlexuralStrengths"29.ASTMC131-64T,"MethodofTestforAbrasionofCoarseAggregatebyUseoftheLosAngelesMachine"5.1.1-12 30.ASTMC138-63,"MethodofTestforWeightperCubicFoot,Yield,andAirContent(Gravimetric)ofConcrete"31.ASTMC143-58,"MethodofTestforSlumpofPortlandCementConcrete"32.ASTMC150-65,"SpecificationsforPortlandCement"33.ASTMC172-54,"MethodofSamplingFreshConcrete"34.ASTMC231-62,"MethodofTestforAirContentofFreshlyMixedConcretebythePressureMethod"35.ASTMC260-65T,"SpecificationsforAir-EntrainedAdmixtures"36.ASTMC494-62T,"SpecificationsforChemicalAdmixturesforConcrete"37.ASTMC173-58,"MethodofTestforAirContentofFreshlyMixedConcretebytheVolumetricMethod"38.ACX214-57,"RecommendedPracticeforEvaluationofCompressionTestResultsofFieldConcrete"~39.ACT315-65,"ManualofStandardPracticeforDetailingReinforcedConcreteStructures"40.ACE347-63,"RecommendedPracticeforConcreteFormwork"41.ASTMD287-64,"MethodofTestforAPXGravityofCrudePetroleumandPetroleumProducts(HydrometerMethod)5.1.1-13 42.ASTHD97-66,"HethodofTestforPourPoints"43.ASTHD92-66,"HethodofTestforFlashPointbyClevelandOpenCup"44.ASTHD88-56,"MethodofTestforSayboltViscosity"45.ASTHD937-58,"MethodofTestforConePenetrationofPetroleum"46.ASTHD512-62T,"MethodsofTestforChlorideIoninIndustrialWaterandIndustrialWasteWater"47.ASTHD1255-65T,"MethodofTestforSulfidesinIndustrialWaterandIndustrialWasteWater"48.ASTMD992-52,"MethodofTestforNitrateIoninIndustrialWater"49.ASTMA442-60T,"Tenta'tiveSpecificationsforCarbonSteelPlateswithImprovedTransitionProperties"50.ASTMA300-63T,"SpecificationsforSteelPlatesforPressureVesselsforServiceatLowTemperature"'1.ASTMA36-63T,"SpecificationsforStructuralSteel"52.SSPC-SP6-63,"CommercialBlastCleaning"53.SSPC-SP8-63,"Pickling"54.SSPC-PA1-64,"Shop,FieldandMaintenancePainting5.1.1-14

55.ASTMA322-64A,"SpecificationforHot-RolledAlloySteelBars"56.ASTMA29-64,"SpecificationforGeneralRequirementsforHot-RolledandCold-FinishedCarbonandAlloySteelBars"57.ASTMD624-54,"MethodsofTestforTearResistanceofVulcanizedRubber"58.ASTMD676-59T,"MethodofTestforIndentationofRubberbyMeansofaDurometer"59.ASTMB412-66T,"MethodofTensionTestingofVulcanizedRubber"60.ASTMD573-53,"MethodofTestforAcceleratedAgingofVulcanizedRubberbytheOvenMethod"61.ASTMD395-61,"MethodofTestforCompressionSetofVulcanizedIRubber"62.ASTMD746-64T,"MethodofTestforBrittlenessTemperatureofPlasticsandElastomersbyImpact"63.ASTMD1149-64,"MethodofTestforAcceleratedOzoneCrackingofVulcanizedRubber"64.ASTMD471-66,"MethodofTestforChangeinPropertiesofElastomericVulcanizatesResultingfromImmersioninLiquids"65'STMA514-65,"SpecificationforHigh-YieldStrength,QuenchedandTemperedAlloySteelPlate,SuitableforWelding"66.ASTMA441-66T,"SpecificationforHigh-StrengthLowAlloyStructuralManganeseVanadiumSteel"5.1.1-15 0

67.ASTHA53-65,"SpecificationforWeldedandSeamlessSteelPipe"68.ASTHA435-65,"HethodandSpecificationforUltrasonicTestingandInspectionofSteelPlatesofFireboxandHigherQuality"69.ASTHC177-63,"MethodofTestforThermalConductivityofMaterialsbyMeansoftheGuardedHotPlate"70.ASTHC165-54,"MethodofTestforCompressiveStrengthofPreformedBlock-TypeThermalInsulation"71.ASTMC355-64,"MethodsofTestforWaterVaporTransmissionofThickMaterials"72..ASTHC273-61,"MethodofShearTestinFlatwisePlaneofFlatSandwichConstructionsorSandwichCores"e73.ASTMD1622-63,"HethodofTestofApparentDensityofRigidCellularPlastics"Thestructuraldesignalsomeetstherequirementsestablishedbythe"StateBuildingConstructionCode,"StateofNewYork,1961.5.1.1-16

irTi.CHblICALSPICEPIC'ETIO.'tPC:RFUN'IIS~)I>~GPM>UCATZKCAHDi"'iZiCTXhGSi.'hVC'"tH>i383."nKLGEE<'ZIi:G~.11.EXP.1Pa>!XiAfto}V;lFQl'CLILFGPi'f'i!~IBBERVY.""w~'TTQIMl~JA)NCf.C(J?PCX'P"8,STATXGH-UltlTI'JCo1GF"'FZRODENT~,GASAf!DR~~ECTRJGCORPORP.TIQHRPv'cSS~x'~iaafUYOiKp~i4cQ&<47O'KCS/19/66Hev>X9/9/661o0SCOPZOP'.~'OZC1'3.GE'i!"VLLThewn"~tobef.eri'0m'nderthisSubcontractshQ1inclL:doChodetailJ"'lpjfLlz'niah~ijg~fabrication~dolxvGPJt~unlclk~rLn~Gtorag8wherenecoo'ary>al'nor~ationofaM~:tructLLralstaol>gr'.ting>Otair"eadaandhwdraU.xeq~~'dfortheRobert8~i..ttGin~aI~ucloarPo:mxS~tion-UnitHoo3.Yce~~xhshan.inc3udebutnotnecessarybolilJ.tedtotheZO3Lo:ri~~:GePro@M;ationofshopd8t'>ilsQ'."adQr8ctiondrPrP~goob,Structural.toolforthoStructuresincludingthaCcntailuentVee"el~Xntezvp;.die<;eBuildinp~RectorAu:~r3iaryBuilding,'lie'o3nef1<m~ServiceBui3dingal'!dFaccdQoThostructural8tt381consistsof5(1}Cola.n.~(2)Ba88q~ipAn'3LGRrxngplat98(3)ShJ.D'8:,orscttinc,613.bao8w:dbaal"Mirp"wte5(4)23aesiamdpiLdere(5)TL'uGSe8(6)Poets,hw~,gers,tioeand='agrods('7)Strutsandbr~cinrr(8),~Lrlinoand1irt;e())St'ir"-t"1"-.(M)T:olleyb;='~(Wi)L-daces(>'>)ToolQ"-.tea(X3)Connectionsalldconnoctiol1{3A)K>>'vota,.~oldeand!1iphotx"~~t;hbolto1))CraneHaila,clipsmdatop"l6)Chcckercclplate 1

aiLI2>>DKC9/g/66Rev.Ic.Steelgratings,-gratingwithattached.plate,gratingstair.treads,anclallrelated'ardware.d.Handrailforplatforms,wall;waysand.stairs.~q.Shoppaint.1.2LfOBKNOTINCLUDEDThefollowingitemsofwor".associated,withtheplantstructures=arenotincludedinthisSubcontractbutwillbefurnishedanderected.byothers:a.Anchorboltsb.Groutingforcolurebaseplatesc.Fieldpaintingd..Steelplate..linersforContainmntVesse3.,Sp"ntFuelPit,DecontaminationPitand.RefuelingCanalend.linerpenetration.2.0SITEDATA2.1LOCATICH'hsitefoxtheRobertEnuattGinnaHuclearPowerStationUnitMo.1islocatedonthesouthshoreofLakeOntario,nearSmokyPoint,inWayneCounty,approximatelyl8milesnortheastofRochester,NewYork.TRANSPORTATIOlrThesitewillbegradedand.anaccessroadprovidedtotheworl;area.Norailfacilitiesareavailableatthesite.Thenearestrailhead.isapproimatelyfourmilesfromthesite.2.3ACCESSTOMORKA1KAThcContractorwillbeprovidedallrquired.and.reasonableaccesstotheworl'x+asonsnottoimpcdchisoperations.

&3DXC9/9/66Rev.I2.>'ERVICESAIRFACILITIESTheavailabilityofservicesand.facilitiesforthisSubcontractorwillbedetailed.bytheContractor,BechtelCorporation.Generallyservicesand.facilitiesareasfollows:AvailableServices1.Powerwillbeavailableatexistinglocationsat480V.inacapacityupto60amp.Powerreauirementsinexcessofthisamountwillrequirespecialconsiderationand.adecisionforeachcontract.2.Haterstillbeavailableatexistinplocations.g.Nocompressedairwillbeavailablc.4.-Fotelephonesex'vicewill'beavailableexceptatthecoinphoneinthePechteloffice-5.Cleanupwillbethexesponsioilityofthesub-contractorandifitlsnotproperlyaccomplished.theworkwillbeperformed'nd.abackchargewrittentocoverthecost.6.Theuseofjobsitecraneswillbeoffered.whentheyarenotinuseonthebase,contractwork.Thisservicewillbebackchargedwithapercentaidedforoverhead,.iforkandLaydorrnSpaceAdequateworkand.laydovns.oace>rillbc,providedinareasnotacgaccnttothemainbuildings.Limitedworkandlaydownspacetr9.11bemadeavailablc,depndingonscheduleand.coordinationofcrafts,inthebuildings,andsurroundingareas.OfficeandChanrreAreas.Hoofficespaceorcraftchangei'aciliticswillbeprovided.Portabletoiletfccilitieosrillbcavailsblc.

XKC9/9/66Rev.IJobCoordinationBechtelwillcoordinateih=siteworkand,directthesubcontractortopromote.harmonyand,providtheoverallbestworksequence.TheI'Bechtelinspectingengineermayreq,uestand.shallbepermitted.towitnessallsubcontractworktoassuzeitscontinued.quality.Thesubcontractor'sobligationistoprovideworkmansiaipwithintherequiremntsofthespcificationsand,tomakedesignatedteststoprovequality.3.0STRUCTURALSTEEL3.1SPZCIFXCATXOHSAmCODESAllworkunderthis'ubcontracishallcomply,exceptasherein-,afterspecified,,withthefollowingAmricanXnstituteofSteelConstructionSpecifications:1."Specificationsf'rtheD"-sign,I~'abricationand.ErectionofStructuralSteelfor33uildings",adoptedApril17,1963.2."CodeofStandard.PracticeforSteelBuildingsand.Bridges",revised,February20,1963.3.2NATERXALSAllstructuralsteelused.intheworkandnotothentisedesignated.shallconformtoSpecificationforStructura3.Steel(Tentative)",ASTNA36-63T.Rivetsteelshallconform'o"SpecificationforStructuralRivetSteel"ASTMAl>sl<<'$8.HighstrengthboltsshallconformtoSpecificationi'orHighStrengthBoltsforStructu;..alSteelJoints,XncludingSuitableHutsandPlainHardenedSlashers",ASTblh32$-6'.

r1

&5&DKC9/9/66Rev.IMeldingelectrodesshallbesuitableforthetypeofsteeltubewelded,.TheSubcontractorshallfurnishtheEIIGZZERand.theContractor/threecopiesofallmilltestreportsand.threecopiesofthereportsofthesteelfbricacor'sinspectorsforthestructuralsteelfurnished.byhimundrthisSubcon'cract.3r3SHOPAbDFIELDCO>HIECTIOHSShopassemblyconnectionsmaybeeitherwelded.orriveted,Fieldconnectionsshallbeeitherwelded.ormadewithhighstrengthboltsexceptforthefollowingitemswhichshallbeeitherweldedorbolted.withstructuralgradeboltsr4ithhezagona3.nuts:1.Allbeamsmarked."Removable"ontheDrawings2.Stairways,landings,ladders,etc.3.AllgirtsandroofpurlinsMhenhighstrengthbo3.tsareusedinerectionofsteelformakingpermanentfieldconnectionstheconnectionshall'beinaccordancewith"SpecificationsorAssemblyofStructuralJointsUsingHigh/StrengthBolts"issuedbytheResearchCouncilonRivetedand,Bo3.tedJointsoftheEngineringFoundationanddated.khrch3.962.AllweldingshallcomplywiththerequirementsoftheSpecificationsoftheAmericanInstituteofSteelConstructionandofthePwericanMeldingSocietyforthetypoofsteeltobewelded..34ERHCTIOi3TheSubcontractorshallerectallstructuralsteelfurnishedbyhimandrequiredforthcplant'buildingexceptsteelwhichmust/beleftouttemporarilyforerectionpurposes.Taissteelshallbestored.bythcSubcontractoraod.irectedbytheContractorand .MC9/9/66Rev.IerectedbyOthers.ThissteelvillbedesignatedontheDravingsasbeingerected.byOthers.Othrsteel>>illbedesignatedonthDravingstobeleftoutltemporarilyduringthe,non'nlcourseoferectionforerectionpurposesand.tobelatererected.bytheSubcontractor'beforeheleavesthcjobsite.TheSubcontxactorshallcoordinatehisflOKCviththatofothercontractorsandafford.othercontractorsreasonableopportunityfortheintroductionoftheirmaterialsand,theexecutionoftheirvora.Legibleand.durableerectionmarlinsshould.bepainted.onallmembers.3.$TEMPORARYSTEEKFOREHECTIOÃTheSubcontractorshallattachtohisProposaladravlngshovinganytemporarysteelforerectionvhichtheSubcontractorproposestofurnishand,erect.Thedravingshallshovthearrangementforthetemporarysteelforerectionand.theloadingthereon.Thisdravringissubjecttorevie'irbytheEHGXlBEB,outsuchxevievdoesnotrelievetheSubcontractorofhisresponsibilitytocomplyvithtncSpecificationand,Davings.TheSubcontractorshall,vhenhissteelerectionNOR!Ciscompleted.,xemoveanytemporarysteel,includingequipmentsupportingsteel,placed.forerectionpux'poses.Anyholesinbuildingsteel,resultingfzumconnectionoferectionstee3.thereto,shallbepermanentlypit~".cdbytheSubcontractor,subjecttothe.approvaloftheContractor.4.OGRAnxoAHDSTAXnTOADS4.1SPZCXrZCATXO!iSA!JDCODESAllsteelgratingandgratii>gstairtreadsshallconformtothefolio>>ing)totalGr:tingInstituteSpecifications:

I

~7~DEC9/9/66Hev.X1."StandardSpecificationsforbhtalGratingandVitalGratingTreads",adoptedpctober8p1957..2."CodeofStandard.Practiceofth>>ihtalGratingInstitute"AllsteelplateshallconformtothcfollorringAmericanInstituteofSteelConstructionSpecifications:1."SpecificationsfortheDesign,Fabricationand.ErectionofStructuralSteelforBuildings",adopted.April17,1963.2."CodeofStandardPracticeforSicelBuildingsand.Bridges'7revised.February20,1963.AU.>reldingshallcomplywiththercouirementsofthespcificationsoftheAmericanInstituteofSteelConstructionandoftheAmericanMeldingSocietyforAS'36-63Tsteel.4.2MATERIALSANDIEQUIBELPK'SAllmaterialsforgrating,plates,gratingtreads,clipfasteners,and,tread.boltsand.nutsexclusiveofhold.downstudsandnuts,shallcomplywiththerequirementsof"SpecificationsforStructuralSteel",ASTNA36-63T,exceptasother>cisenoted.ontheDrawings.Studs,tobeused.forfastening,shallbe1/4inchdiameter,type'04stainlesssteelof'roperlength.Nutsto'beused,forfas>>teningshallbesiliconbron.enuts-Allgratingand.gratingtradsshallbeoftheweldedtypewithQopthsasshoranonthedrn~~lngo.Allgratingand,gratingtreadsunlessothemrisenotedont;heDrawingsshallbefabricated.from3/16inchthiclcbearingbarson1-3/16inchcentersttithspiralcrossbarsweldedon4inchcenters.Allchccliercdsteelplateandplainplate,ascalledforonthedrm<ings,shallbeshopweldedtoand,furnished.sriththegratingpanels. DKCg/g/66Rev-Alltocplateshownattached.tothegrating,shallbefurn9.shed.byth9,sSubcontractorandshallbe'nstallcdinthefabricationshopexceptwheretheerectionsequenceneccss9tatcsfield.installation.Allgratingtreadsshallhave1"xg/16inchbearingbars,checkeredplatenosings,awidthof9-p/4inches,and,lengthsasshownonthedrawings.Treadsshal3.bcfurnished.with3/8"x1"cadmiumplated,mach9.neboltsandnuts,fourpertread.,forfasteningtreadstostairstringers.Allcutoutsrequired.forpipes,columns,conduits,etc.shownonthedrawingsshallbeprov9ded.for9nthegrating.Thedimensions/ofopeningsshallbeasshownontheDrawings.The'cutoutsand.openingssmlierthan6inchessha13.bebanded.withbarsofthesamedepthand.thicknessasthebearingbars.Thecutoutsand.openings6inchesand.largershallbebandedwith1/LLinchtoeplateprojecting69nchesabovethefinished,floor.TheSubcontractorshallfurnishade(Luatesupportanglesunderthegrat9ngatopenings,wherereauired.4'$FXEU3CO%'1ECT30ÃSTOSUPPOBTSTEELAllplaingratingpanelsshallbefastenedtothesupportingsteelwithL;wostandardsadd3.eclip.,at'achend,ofthepanel,and.withtwoadditionalclipstotheintermediatebeamwhenthepanel~iscontinuousovextwospans.Allgratingwithattached.steelplateshallbefastenedtothesupportingsteelwithtwowcldsateachend.ofthepanel,and.twoadditionalweldstothcintcxmcc;iatcbeanwhenthcpaneliscontinuousovertwospms.

9>>DXC9/9/66Rev.I4.4GALVAi~EIKIIlGAllsteelgrating,attached,plate,stairtreadsandsaddleclipsshallbehotdippedgalvanizedinaccordancewith"SpecificationsforHotGalvanizedCoatingsonProductsFabricated.FromRolled,Pressed.and.ForgedSteelShapes,Plates,BarsandStrip",ASTMA123-63,Allfabrication,includingcutoutsand,alterations,shallbecompletedbeforegalvanizing,5.0EQ!DHAIL5elMATERII'Allhandrailsha11bemadeof1>>1/4"diameter>schedule40standardweight>blackandgalvanizedsteelpipeandfittingsconformingto"SpecificationforBlackand.Elot-DippedZincCoated.(Galvanized)UeldedandSeamlessSteelPipeforOrdinaryUses">ASTMA120-63T.Allhandrailshallhaveonerailcenterline2'-0"abovethefinished.floorleveland,asecondrailcenterline3'-6"abovethefinishedfloorexceptwherenotedothertriseontheDrawings.Thepostsshallbespaced,not'morethan8'-0".oncenters.All1handrailshallbeinaccordancewiththetypicalhandraildetail.shownontheDrawings,Allpointsshallbeweldedand,groundtoasmoothfinish.TurnsshallbemaLebytheuseoftubeturnsorpipebendsandallrailingextendingbeyond.thcpostsshallbeterminatedwithdrive>>inplugs.5.2FIELDCOÃlECTIOi~!SAllhandrailpostsshallbebolted,tothestructuralsteelsupportingthefloorgrating,exceptwhereshownothe'>iseontheDrawings.Allhandrailpostssetinconcreteshellbeset

~~-10-DZC9/g/66Rev.Iinoleevespxovidedbyotherswiththeconcreteslabsand.shallbesecured.inplacewithmolten1cadorsulphur.Allbolts,nutsand.clipanglesrequiredforfasteningthehand-railpoststothestructuralsteelshall'befurnished.bythisSubcontractor.AllhandrailindicatedonDrawingsaoremovable,orfastened.toremovablesteelframing,shallhaveJointsatappropriateplacesand.bebolted.foreasyremovalofsectionssoindicated.Allhandrailrunningintobracingand.columnswillbefield.'cutand.weldedtofit,.All>>eldingshallcomplywiththereouirementooftheAmericanInstituteofSteelConstructionand,oftheAmericanMeldingSociety.6.0PAIi'KINGAllstructuralsteeland.handrailtobefurnishedunderthisSub-contract,shallbecleaned.ofrustormillscaleinaccordancewiththeSteelStructuresPaintingCouncilSurfaceCleaningSpecificationsSSPC-SP2-6g"Hand.Cleanjngi'nd/oiSSPC"SP3-6g"PowerToolCleaning",asrequired.Paintshallbeomitted.atallareasoffieldweldingand.onallsteelsurfaces>>hichwillbeincontactwithconcrete.Allcontactsurfacesofconnectionsshallbepainted.,includingthosefortrussesandplategirders.Allstructuralsteelandhandrail,tobefurnishedunderthisSub-contract,shallreceiveoneshopcoatofpaintwhichohallbeoneofthefollowing:

lEC9/9/66'Hev~I1.Socony-Valdura13-Y-5ZincChromatePrimer2.GliddcnHGL32802ZincChromatePrimer3.PennsburyYellowZincChromatePrimerKeelerZoLongIfo.4800ExteriorOrangeLead.PrimerTheshoppaintshallbemixed,and.appliedinaccordancewiththeSteelStructuresPaintincCouncil'sPaintSpcificationSSPC-PA1-64."Shop,PieldandihintenancePainting".Shoppaintshallhaveedryfilmthicknessof2mils.PieldpaintwillbebyOthers.7.0SHOPAi~TDEHECTXONDHJGlZi.OSTneSub-contractorshallsubmittotheEnginer,forhisapproval,onereproduciblecopyandoneprintofallshopand.erectiondrawings,datasheets,etc.reauiredforhis>lOHK.Twocopiesofalldrawings,etc.shallalso'besubmitted.concurrentlyt,ollestinghouseAtomicPowerDivision.ThisshallbedonewithsuchpromptnessastocausenodelayineitherhisHOK(orthatofanyothrcontractor.Thesedrawingsshallbecheckedand.certified,priortosubmission,andshallcontainallrequired.information.TheSubcontractorshallmakeanycorrectionsrequired.bytheEngineerand.filewiththcEngineerand.theMesting-houseAtomicPowerDivisiontwocopieseachofthe'corrected.drawings.Approved,drawingswillbesostampedand.dated.and.shallformapartoftheSubcontract.Onesetoftheapproveddrawingswillbereturned.totheSubcontxactor.ApprovalofsuchdrawingsshallnotrelievetheSubcontractoroftheresponsibilityfordeviationfromtheContractDocumnts,norfromresponsibilitiesforerrorsinshop-orerectiondrawings, DXC9/9/66ReveX8.0RECORDDBAIGI<GSUponcompletionofhisworktheSubcontractorshallsubmittotheEngineeracompletesetofcQ3.drawingsforthework.Thesedrawingsshallcorrectlyindicatethework"asbuilt"andshallincludeallmodificationsoftheworkandadditionstheretowhichhavebeenin--corporated.Thedrawingsshallconsistofapproveddrawings,legiblymarked,andsubmittedoneprintand.onereproducibleeachtotheEngineerandtheMestinghouseAtomicPowerDivision.9.0XHSTALLATXOI'IADDXIlSPECTXOHPHGCEDUBESTheSubcontractorshallsubmittotheEngineerawritten,detaileddescriptionofhisinspectionand/orinstallationproceduresforcommntsand,review.Theseproceduresshall'besubmittedatleastetwoweekspriortoactualstartofMOHI(.Anycommnts'bytheEngineershallinnowayrelievetheContractorofhisresponsibilitytoe.".ecutehisNOBKtomeettheintentoftheDrawingsandSpecifications.

~~iKC9/9/66LISTOFDR/8JIi.GSThcfolio>IingGilbertAssociatcspInc.dra~7ingssetforththelocationandextentoftheWORKtobedoneandareherebye::presslymadeapartofthisSpecification:DRA>1I1',GPO.D-502-0U.D-502-021D-502-022D<<502-023D-502-031D-502-051D-502-052D-502-061D-502-062D-502-063D-502-064D-502-065D-502-066D-502-071D-502-072D-502-073D-502-074TITLETurbineArea>>SteelFramingColumnSchedule5BasePlateDtailskezzmineFloorElcv.271'-0"OperatingFloorElev.2S9'-6"ControlRoom<<Plans&ElevationsPlatforms,Landings5StairsTopChord,HoofPlanBottomChordRoof'lanLongitudinalSectionSouthElevationEastElevationNestElevationCrossSectionCrossBracingBelowOperatingFloorGirts-HorthElevationGirts-SouthElevationGirls-EastElevationGirts-HestElevationD-521-001D-521-002ContainmentVcsse3.<<SteelFramin,ColumnScheduleIntermediateFloorElev.253I

DKC9/9/66DBAWIEGIip.D-521-003D-521<<005TITLEOperatingFloorElevations270'<<4"8:274'-6"Msc.PlatformsElev.267'-3",Elev.300'-4"8cStairDetailsD-521-011CraneRumrayElev.331'-0"Forced.Stxucture-SteelFramin'-521-071D-521"072D-521-073D-521-074EastElevation-Columns,GirtsZcBracingWestElevation-Columns,Gixt's,&BracingNorthL'lcvation-Columns,Gix'ts&BracingSouthElevation-Colums,Girts&BracingD-522-001D<<522-031D-522-041D-522-051ReactorAuxiliarBuilcU.ng-SteelFxaminlColumnSchedule8:Bracingllisc.Steel8:StairDtailsRoofSteel8;CraneRunsrayElev.306'-10"GirtElevationsD-523<<011D-523-021D-523-022D-523-0233051XntermediateBuilding-SteelFramingColumnSchedulePlatformElcvations271'-0"8:278'-4"PlatformElevations293'-0"8:2g8'-4"PlatformElcvations315'>>4"L-Roof317'-6"RoofElev.335'-4"8:StairDetailsD-531-001D-531<<002ServiceBuilding-SteelFramingCol~~Schedule8:B"sePlateDetailsIhcanineFloorElev.262'-21/2",FloorElcv.271'<<0"8:Rooi'

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8end"'r."remxi!)in'v'>.'ocylin<!Crsab2!3d:.!ys.Slunntc.",;;s;villL.mode:.vr!!di.!i".,!).".minimu)>.ofonotesvforeachlOcubic.-"!resGlŽ@nore"Gpic"..Gd,alsos3.))irpt>est".i.illbonadconvhcconc'."'>ober'chusedfo.~".s'vcylinders.lj~"~(l)+81Gin'>)he'..venCv>)!LvcoRcrebeisg3!!reddil:.'1!)~Pf:".CGA:>.ngv>SGthero"Qa'v"frcezeise::o-.cv'd(!ia";:;n,;"Qcrurin;-sriod,"naddi>'io))alcy..iI;d'::'.)i3.7.'o.".'>-!dsfore,".chsotendbecur.dund(QLA')J~icondit>ion8t.>e3hl'iOf'3he~'vrut>i)"(L>ic:h).t>l'o"4QsenG19,3Ti)SVj;il!1,!JATOS(XfT!)esvsluc)tioncf".3v'"Gsults">"'l)oin-"ccord!x)ce.'i'~!)ChQD~v1'(of~ropose'.t.-".:T.331.Gufficint,i)ss'i)s'.illbeconductedtoprovidean::vel.:..>>"..Onofconcrevestrengti)inaccord::,nce)'!iththissgccificQt>ion~19.4-Ear.Cr:t;:TC:":'CJL.:.".'.)ihenever3.'c".s".";..':~!)e'est,or"t::~e7x)boretorycilr,".dcylindersfeilcomeeti'>))crogvirc>mabsetfol'hin5)isspecif>c:>t>ion.Q!elepineerendforTosh.ngLs>borewrgSI)OilhRvcthcr'.-".)b8tv))eConh~'ecvox'ezc>'n>se*">0cP-dOraerch;;,)L!es$a'thopzopoltionsor",.themixtoincrc~seta>>sCrengt!loHe!U7xeo'dQ.-'ona"i'estsofsp"ci!Ienscuredea>tirely))ndexficldcondi'a.o)>s.Ordexchargestoimproveproceduresforp)'objectingandcurin(!v!sconcrete.'7G()uiroeddivien<!1iceto>3.nsccordsncc">it>)'.G%:lodsofObi(ei));.>snG'Resti).rigl>'.GdCores:aco"'>xeQ)."G"PsofC')cro'"'!'ia"..'e.CJ!2-6)!!(,/If>>:).:5~yU'ZQlec.'.Ors!>>GnY>.o).Gc.testsf>)~.~.topl'ovsconcre'('>oi.>ox'i2)Gspcc3.f3.edoil!iJ.".5';Tpt>hcthecoriclc'ce)orl;-;s'direct,".d.,':.llctShetl!",'1thecus~.on.".bleCo)3)'iiectox'63>'pBI?SG ADVEKPi4HOelTOTEC!iNICALSI'LCXFICATXQNSFOR~STRUCTUI.W~.CaNCaWEFOILTf!EBROOKNOODPI%MTUNITNO<lOFTIIEROC'rIESTEIKGASANDFLEC&ilCCORPORATIONROCHES'LYBIENYORK4.0Cl"'ZATSecondlineafterthewords"TyI~~XI"insert"for@odorateAM@ofhydration"~8,0FOiBDOi>XSolGENERALAttheendofthisectionaddthofo3>.owing:"Allox!closededgesshallbechmferedoThosizeofthech"mt'erstripshallbe3/l.Mchesunle.sotherwisenotedontheDra'ringso"30.0JOIKTSANDQIHEDDEDXTI<S10elCONSTPUCTXORITIR!SAttheendofthissectionaddthefol3.owing:"ConstructionJointsurfacesshallboI>re~cdforthoplacejfentofccncretethereonbycleaningthoroughlywitht>irebrushes,cantorunderpres"ure,orother!>canstoremoveal3.coatings~stains,debrisorotherforeignnt;eriaD.~"lOo4AIIClIORBOLTSAI'3)PXPF81Z~/EQAtthoendofthissectionM~dthefolios>ings"E>l:beddeditemsshallbochccIcedforlineandgradoafterconcreteisplaced"lloOI!LKINDCQk'CRETEll2TRANSITI4LXXKGAtthoendofthissectionaddthofollowing:"AsrccIuirodbyAS'Q)C<)4-65a33.truclcsshallbocquiI>pod'itharevolu,t,ioncountor." \ ~<<2<<<<11~6BATCHRECORDAttheendofthissect,ionaddthefollowing:uAsroquiedbyASTk~C9$-6gthbatcht,ickotsha'U.alsoincludethetin.eloaded,amountorconcreteandreadingofrevolutioncounteratfirstaddit,ionof.';atero",14oOCURIL'QAND5'ROTECTIOWCuringv;-thodsdetailedinACI301<<66shallbousedcvzop5thaCamethodotherthanusingacuringcompoundshallbeusedforinitialandfinalcuringofconcretointhecontainnen~shello19oOQDALXTXCOHTBOL19<1PiKLQQHARYTESTSInthesscondparagraphchange"Section309"to"Section308",192FIELDTESTSAttheendofthethirdpmag.aohaddthefolio:wag."Thiscylindorsisalbebosomedat'8days"Addthefollowingaddit;ionalsection.'~20oOle%RThechloridecontent,ofai.ing~mtershallnotexceed100p~>andturbid55yshaU.notexceed2000cpm." DYE10.-17-66Revisedli-3-67ADDENDUMIIO.TOTECHNICALSPECIFICATIONSFORSTRUCTURALCONCRETEFORTHEBR03iY'iOODPLANTUIGTI'IOo1OFTIIEROCHESTERGA5A.'JDELECTill'CCORPORATIONROCHESTER~M"U'lORKAddthefolloii~gsection:"20.0'RGUi'JDXIlO20olCONCRETEREXI'PORTENTAllconcretoreinforcerrentembeddedinthesidewalluptoElevation252'eetslnllbemadeeloctricallycontinuo:isbybondingallsuchitemstogetherbymeansoftheCAD::IELDprocessArcweldingconcretoreinforcement,foranypurposeincludingChoachievementofelectricalcn>>tinuityshallnotbepermittedunlessnot,odotheria.seonCheDrawings.StandardCAD<'IElJ3poridershallbeusedtoireldcopp..rtostocloThe,tio3dingmaterialshallconsistofacopperthormitmixturemployingtinmtalinanamounttoeffectivelyconstitutefrom~i.5percentto5~5percentoft,horesultingweldmetal.PiortoCADllELDL~IGthesufacofthcroinforcozntshallbecleanedfreeofrustandrillscaleandfiledwithacoarsefileorgrindingwneeloEveryprecautionsnailbetalcontoremoveonlyCheminima~petalrequiredtoobtainasmoothsurface.TheCAD'v.'ELDprocessshaU.beperformedinaccordanceirlththenmufacturer~sprinted.instructions.Thoconcretereinforcementshallbe>r~ideelectricallycontinuousatamnimumofth."eeloationsprcircumferentialringorverticalbarandshalloobondedtothecontairmentlineratthreelocationapproximately120'part.Thebond,connectiontothoroinforcomsnCshallbostaggeredintheverticalandhorisontaldirccCionsCoprovideaminimumdistancebetweenconnoct,ionsoffivefoot.ThostaggeredpatternshaU.berepeatednomorefrequntlythanforeveryfifthbar.ThcCADYKLDspliceusedfor1I,.SandlQSbarswillprovideelectricalcontinuity.20o2Tl<iIISIONBARSThetensionbarss)iallbebondodtogothorbytheCADUELDprocessa>>dadi".'ct.bond;sadotothocontainmentli>>oratthroelocationsipproximatoly1"0"apart.ThcconnoctiontothoCc>>sionbarshallbot,othcoutboardfacoofthanchorplatoGILBERTASSOCIATE~INC, ei.beddedinthesidewallMellawayfromthol-3/8inchdiarraterbar.20+3LIMITALCONDUITThsmetalconduitfortheside;;~lltendonsshallbem-deelectricallycontinuoufortheirfullheight'oytao!cweldingatthroadedco>plings.Theconduit"shallbebondedtogefih"ratapproximatelyElevation235feetandadirebbondradetothelineratthreelocationsappro::imate+120'part,.'XLDEPiTASSOCIhT""S)ZiXC. 9ADDZHliUHHO.3TOTECH!APICALSPECIFICATIOi~lSFORSTRUCTURhLCONCRETEFORTHEBROGiiVCODPLAIV.UillTHO+1OFTHEROCHESTERGASANDELECTRICCORPGRATIOblIKCliIESTER>>IWi'/YCK<10,0JOXilTSAg)EIQEDDEDITi~~"IS10,3.COI'ISTRUCTIOilXTEHSAtthcendofthisseci;ionddthefollosnng:"Oncontructionjointsurfacein'cheContainmentVesselincludinga13.vorticaljo5,ntsinthecylindricalbollandalljoini;sinthedopeanepo:qr-resincompoundshallbeusedt,oboindthcnetconcretewiththeabut~in@pov~.The.epo~-resincompoundshallbeoneofthefollowing:a.Epo:o;icefield-ServiciscdPrcductsCorp.b,ColmaBondingCompound-SilvaChemicalCorp'.,EpotoxBondingCompound-TochBrothers,Inc.Concreterurfacopreparationand~hemixin;~andapplicationoftheepos-resinshallbeinaccordancewithwhomanu-facturer"spr'ntedinstructions.Ego."g-resincori'poundso~h"=rthanthoselistedhcroinboforcshallnotbeusedunlossapprovedbySheEnginer." II DEC2-13-67ADDHHDUI4170.4TOTI&TECHHXCALSPECXFXCATXOHSFORSTRUCTURALCONCRETEFORTHEROBERTEiYNETTGXHMAHUCLHARPOz/ERPLANTUHXTmo.1OFTHEROCHESTERGASAKiDELECTRXCCO'RPORATXOHROCIIESTER,HENYORKAddthefollowingadditionalsection:"21.0NATERPROOFXHG21.1GeneralTheexteriorwallsoftheContainmentVesselandAuxil-iaryBuildingfromtheedgeofthebasemat/ringgirdertoElevation253'-0"shallbewaterproofedontheout-sideface.ThewaterproofingmaterialshallbeasmanufacturedbythePlinth':oteCompany,llewYork,H.Y.,orapprovedequal,appliedinaccordancewiththeman-ufacturer'sprintedinstructions.21.2SpecificRequirementsConcretesurfacesshallbedrybeforeapplyingthewater-proofingmaterialsand"hallbefreeofallzins,tiesandsimilarprojections.Allholes,voidsandhoney-combedarasshallbefilled,patchedorrepairedtoproduceasmoothsurface.Thefirst.applicationshallconsistofathinpene-tratingcoat.ofAsphaltPrimerappliedattherateofonegallonper100sc[.ft;PriortotheapplicationofmembranecouxestheanglesattheintersectionofGXLBERTASSOCXATES,X11C~ DEC2-13-67Page2wallsandbasemat/ring.girderandatcornersofanyoffsetsshallbereinxozcedwithanadditionalappli-cationofI'.OIifOPOPJ4compounQandYELLOWJACYETglassfabricwhichshallbeallowedtotacf"drypriortotheapplicationofthefirstcourse.Twopliesofmembranewaterpz'oofingshallbeappliedusingYELLONSACHETglassfabricembeddedinGI1R-100compound.TheQuantitiesofcomponentsandtherateofapplicationshallbeinaccordancewiththemanufacturer'sprinted'nstructionsxorahydrostaticheadox20feet.>%erebacl:fillistobeplaceQagainstthewaterproofedsux'-faces,panelsshallbe'urnishedandinstalledtopro-tectthemembrane.Thesepanelsshallbe1/2."thiefPlintfcoteasphaltcoatedinsulationpanelsattachedtothemembranearithspotso-asphaltplasticcement.GXLBERTjASSOCXATES,XMC.

V~~~~DEC3.0-3.t-67OADDEi'Kv'!i'lO.5TO=TECHIiXCPLS~i";CXI1CAT30"SFORSTRUC'TURAX,COZCRVr=FORTHEBROO'C:.OOD'KIlTU~IXTI'IO.ROCHE"'STER,Gi.SP.ilDi"'LKTRXCCORPO~d<TXOlJRQC;l~iv<igrJ,'i:;I3'Qg'Mdtahefolloi'll'p~sect1oil:"22.0Pr".uP'.KTCO<~tCRKT",e'NeccaiedontheDrair~a.-s.'hrv"turnx'equ>.re.".';cpsforPRZPA'i(TCOil"ZTEsha3.:Lbeiriaccordance;riÃa~he"GuideSpecJ.-ficationsfor.'".:"'PAiii'Oi<CPU~'Z"asp:.'e"..aredbytnePrepa!N,ConcreteCompmry,Cr.evclsad,Oh~o,acopyof.'.l3ch1sal'tLac'1-dRex'ettoaspa4oftt.'1"sspec"f3.cat1on

'.Ia.0.70Iannaiaarl~~I",.)I'I,,I,r,~a,ar>a~Aairaaa"ia'Jaa'I'Ia.h'A.:,1.I',II'asIr.hI~It"1,'a:~raa~IaajI';a~AUj(,Ic1lghaahhh~avgas~~jwa'(a~~)fh)h,,~iaQ~.I.IiarY!.'haa,'~i'Ih(:~II'.aI.:<r~:I.~~ari(I'a'aa~.I.II'.:aDq!:r'I'~<'.h"~xa+;i'."hq0II'(I~'ahaalu'IAhahaaf~raaarI,La~~;,Ialai(J('Ia'~'ra~'~rrarI"I~'4'J~Iar~~IAa~~.;':~;.:j4Ia'/rviavwaa"I~I,',ara~rIa)~'v'4a'J'I~~riv'~a~v'va're2IIQCO'aCel'"~~~'a'~~v~~aIpavaraI~I6~rahiiiaI~Vr'0"(!;)GArah13I.A~1!'0"i'I'3!aJi>a1IIS>'3=~)'~~.ID(:'Ura1"..'i'I.'aYH~1I1I'a)ha~a'I"1.)1.'aalu)h1"jh<<'i'qaJ~'a.jA'a)I~aOph')t1hha5I'ah'I~f"I~Ia)I/hi ADDENDPi1NO.TOTECHNICALSPECIFICATIONSI"ORSTRUCTURALCONCRETEFORTHEBROOlSJOODPLP~VZUNITIso1ROCHESTERGASAM)ELECTRICCO~iRATXONROCHESTER,m:rYORK101JOINTSQSEllBEDDZDITEM10+2EXP(QJSIONJOINTSAtthecnd'ofthissubsection;insertthefol3.owing:"ThesealantforallexpansionjointscrithintheConta~'>mentVesselshallbeDo:JCorning780Builds.ngSe3~.antasmanufacturedbyDoeCorningCorporation." ~~4g,gPiiHLXIQi'JAP.YADDEIBUIII'IOo8TOTECHNICALSKCXPICATXOIGPOQSTRUCTUMLCONCRETE,I"OR'TI.rSBROG.QSOODPIAiiITUIGTMOs1ROCIDSlaRGASAPJDEJ~~CTMCCOliPOHATZ01IROCHESlM~IE'3'I'XOiHiAStheendofSection22.0PMPAKTCONCRETr",'dd440folloTAllge4P"Thereshal1benoretemperu~ofPrepakbConcrete." fsIefDEC2-28-69PHELBIZI8'Z<7ADDEIDKIKO.9TOTECIKZCALSPECZFZCATZOIISFORSTRUCTURALCOi'CRETEFORTIFBROOIG'IGODPI/ill,'IITTI'!0.1ROChŽTHP.GISfiNDEL>CTRiCCORPORATZOilROCHESLM~iv"8'fYOIIKDeleieSec'~ion21.0VATERPROOFZKGinitsentiretyandinsertthefollowing:"m.oiu,rnpRoo".xtr/wirepiicozxw,21.1'"ncralTnee:c'ccriorwalloftheAuxiliarBuildingfromtheedgeofthebasemattoElevation25)'-0"andtheelheriorwalloftheCont~i.n!aentVesselfromtheedgeoftheringgirdorioElevation235'-0"shallbewaterproofeclontheoutsideface.Thewater-proofingmaterialshallbeasmmufac~uredbytheFlin~koteCompa!Iy,I<a:rYorI<,I'IewYor!c,orapprovedequa1,appliedinaccordancew:iththemanufacturersprintedinstructions.TheexteriorwalloftheCont,inmentVeselfromElevation235'-0"toElevation253-0"shallbcdnwpproofedusingPZIJIiarinelfasticHDasmanufactured!byTochl3ros.Znc.,Paterson,NewJersey,orapprovedequal~appliedinaccordanceItri4hthemtu!ufacturer's'printedinstruct'rions~21.2'klaCs~r~rooi'in~RooniromsnssConcretesurfacessha11bedrybeforeapplyingthewaterproofi~imaterialsa!idshallbefreeofallfins,tiesandsimilarpro-joctions.Allholes,voidsand.honeycombedareasshallbefilled,patchedorrepairedtnproduceasmoothsurface.Thofirstapplicationshallconsist,ofathinpenetratingcoatofAsphalt,Primerappliedat,thexatoofonoga1.1onper100sq.ft,.Priortothoapplicationofmembranecourse,.thoanglesaCthointersectionofwallsandbasemat/ringgirdorandatcornersofanyoffsets;;i!a3.1bereinforcedwithanadditionalapplicationofIIOIIOFORIIcompounda!!dXELLO'IJACI(ETGlassfab!icwhichshallbcallowdtotaclcdrypriortothcapplicat,ionofthefirstcourse.Twop3.iesofmcm'oran,";wat,rproofirr.,hal3.bcappliedusingXx'LLQlJACIG:TglasfabricembeddedinGi".;1-3.00compound.Thoquantitiesofcomponentsandwhorateofapp3.icationshallbcinaccorclanccwiththemanufacturcx'spI'intcdinstructionsforah~xl::ostaticheadof.20feet.s.Nherebaclcfillistoboplacedagainstthcwatcrproofcdsurfaces,panolsshallbofurnishedandinst;allcdtopro~oct,themembrane.Ti!cepa!!ciahallbo1/2"Chic!cFlintlcot,casphaltcoatedinsul,tionpanelsaM;achedt,'othcll%lbrancIfitllspot,-ofasphalt;platieccmenh ~~giCreQt21.gDooooo~roofi~RsqairemontoDKC2-28-6gPage2Concrete.urfaccshallb.drybcforcapplyingthedw~.pproofingTiMterivQQandsha33.befreeofallf'nstiosandsire.larprosections.Allholes,voidsandhoneycombedareasshallbfilled,patchedorrcpaircdtoproduceanloothsurface.Allsuri'acesshallbofreeofdirt,dust,iceetc.ApplytlTospraycoatsofRBJ4'arineiAouidDCcDtoatotalth>>el<nessofl/oinchoverthcelltil'eMs33areao Qi:JiJ0}}