Revision as of 12:32, 29 June 2018

Text

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
	Download: ML17261A149 (107)
	v • d • e

SUBJECT:

Forwardsresponseto790801ltrrequesting infoonSEPStructural

'lopicsIII-2EIII3,A8III>>7.B.Relevant articlesfromNYStateBldgConstCodeLsubcontracted 1966"67TechSpecsencl.~~%DISTRIBUTION CODE:ASSESCOPIESRECEIVED:LTR

$ENCI.JTITLE:SEPTopicsNOTES:~QCPPFmaP~Wgl94tPMLME RECIPIENT COPIESRECIPIENT IOCODE/NAME LTTRENCLIOCODE/NAME ACTION:19BC~g8~~INTERN~~REGF11RE'PERFBR1114REACSFTYBR1116EEB1i88RINKMANiSEP8R33SIZE:COPIESLTTRENCL111111111122~,,.-REGULATORY ORMATIONDISTRIBUTION SYSi(RIOS)ACCESS'ION NBR:7011200454 DOCsDATE:79/11/14NOTARIZED:

NODOCKETFACIL:50-244 RobertEmmetGinnaNuclearPlantpUnitlrRochester G05000244AOTH,NAMEAU'lHORAFFILIATION WHITEDL,0~Rochester Gas8ElectricCorp,RECIP~NAMERECIPIENT AFFILIATION ZiKA'A'NN, D,L,OperatingReactorsBranch2EXTERNAL; 23ACRS7NSEC161613LPOR11Z$3fTOTALNUMBEROFCOPIESREQUIRED:

LTTR87ENCL t4l(E1~'1lC1"11l'1I<w>4a~'1"v7,~l~l~+'aIIIQw4IIP

//l////9<

///'/////Pr..

//////////////////////

ROCHESTER GASANDELECTRICCORPORATION

",IIATCI,lo89EASTAVENUE,ROCHESTER, N.Y.14649LEOND.WHITE.JR.VICEPRESII7ENT ITELEPHONE AREACODETIE546.2700November14,1979DirectorofNuclearReactorRegulation Attention:

Mr.DennisL.Ziemann,ChiefOperating ReactorsBranchNo.2U.S.NuclearRegulatory Commission Washington, DC20555Subject,:

Systematic Evaluation Program-TopicsIII-2,III-3.A,III-7.BR.E.GinnaNuclearPowerPlantDocket,No.50-244

DearMr.Ziemann:

EnclosedpleasefindourresponsetoyourletterofAugust1,1979inwhichyourequested information onSEPstructural topicsIII-2,III-3.AandIII-7.B.Ifthereareanyquestions regarding thisinformation, pleasecontactus.Verytrulyyours,L.D.White,Jr.Enclosures

>>>iE0o9<'

N Kl'll5IOKMIIRl)MIKE'ILY III-2WindandTornadoLoadsQuestion:

Foreachsafetyrelatedstructure,'nclosure Go299i)~'ll->lRiiue%591.Describetheprocedures totransform winddataintodesignpressureandgustfactors.2.Providedesignbasis,ifany,fortornadoloadingincluding:

a.translational windspeedb.radiusofmaximumrotational windspeedc.procedures totransform tornadodataintodesignpressure.

Response

TheoriginaldesignofGinnaStationdidnotincludetornadoeffects.Windloadswereappliedasspecified bySectionC304-4oftheNewYorkStateBuildingCon-struction Code.Thiscodeisbasedona'windspeedof75milesperhourata30ft..height.

Thewindspeedisconverted toapressureloadingandappliedasshownintheCodetables'hich areincludedasAttachment, I.Anevaluation oftheplant'scapability towithstand tornadoeffectswasperformed in1968.Thisevaluation, whichisincludedintheFSARasAppendix14A,wasbasedonatangential windvelocityof300mphandanexternalvacuumof3psig.TheportionofAppendix14A'thatdiscusses thetornadoeffectsonstructures isprovidedasAttachment II.Kle~~mImmmMmHl5 In1976anadditionwasmadetotheauxiliary buildingforastandbyauxiliary feedwater system.Thedesigncriteriaforthestandbyauxiliary feedwater pumpbuild-ingweresubmitted totheNRCbyletterdatedMay20,1977.Furtherinformation wassuppliedwithourletterdatedJuly28,1978.Staffapprovalofthestandbyauxiliary feedwater system,including thebuilding, wasissuedbyletterdatedAugust24,1979.Thisbuildinghadditionwasdesignedinaccordance withtheprovisions ofReg.Guide1.76.Asindicated inAttachment III,thebuildingwasdesignedforawindvelocityof360mph,a3psigexternalpressuredrop,plusmissileloading.Thedesignwindvelocitywasconverted toapressureequivalent bytheequations ofparagraph 6.3.4ofANSIA58.1.

III-3.AEffectsofHihWaterLevelonStructures Question:

Foreachsafety-related structure, 1.Describethewaterloadscons'idered inthedesignandtheextenttowhichdynamiceffectsduetofloodingwereconsidered.

2.Clarifythewaterlevelforeachloadcombination discussed inTopicIII-7.B.3.Explainhowthegroundwaterpressure, ontheem-beddedpartofthecontainment, wasconsidered.

Response

Thehighestinstantaneous stillwaterlakelevelrecordedforLakeOntariowas250.2feetUSGS(FSARSection2.6.4).ThemaximumstillwaterlevelofLakeOntarioattheGinnasitewasestablished as250.78feetUSGSinAppendix2CoftheFSAR.Theprobablemaximumstillwater levelwasrevisedonMay10,1973to253.28feetUSGSorLSD1935datum.Thereasonsforthisrevisionandsubsequent additionofcapstonestothebreakwall wereexplained inourletterdatedNay15,1973toMr.DonaldJ.Skovholt, Assistant.

DirectorforOperating

Reactors, USAEC.Also,ourletterofMay31,1973toMr:Skovholtdescribes additional floodprotection measures.

Theplantisprotected fromwinddrivenwavesbyabreak-waterwithatopelevation of261.0feet(initially constructed to254.0feet)andbythedischarge canalwhichrunsparalleltothelakeshore betweenthebreak-waterandtheplant.Designdetailsofthebreakwall arepresented inquestion3inSupplement ItotheTechnical 3

Supplement Accompanying Application foraFull-Term Operating license,datedDecember20,1973.Thegeneralplantgradeisaboutelevation 270feet,withtheexcep-tionoftheareabetweenthelakeandtheturbinebuildingwhichisatelevation 253feet.Becauseofthebreakwater, thedischarge canalorientation andtheelevation ofthegeneralplant,floodingisnotaproblemandtheplantstructures are,therefore, notdesignedforthedynamicaffectsofflooding.

Normalwaterloadsfromgroundwaterareconsidered inthedesignoftheplantstructures whicharesupported belowthegroundwatertable(elev.250'-0").

Ofthesafetyclassstructures, onlytheContainment, Auxiliary BuildingandScreenHousearesupported belowthegroundwatertable.ThewallsoftheAuxiliary Buildingweredesignedforalateralhydrostatic waterpressureandthebasematwasdesignedforahydrostatic upliftpressure.

TheScreenHousewasdesignedforafullhydrostatic,and upliftpressureassumingcompletede-wateringofthefacility.

TheContainment designprovidesfornobackfillagainstthecontainment wall.Assuchnolateralgroundwaterpressureontheembeddedpartofthecontainment wascon-sidered(FSARpage5.1.2-36-"AbsenceofBackfillAroundContainment"

).However,thebaseslabofthecontainment isdesignedtowithstand thefullhydrostatic headofwater,eguivalent to7.16psi(16.5ft.ofwater).

III-7.BDesinCodes,DesinCriteriaandLoadCombinations Question:

Foreachsafety-related structure (exceptthecontain-ment,shell),Listthecodesandstandards (including editiondate)usedfordesignandconstruction ofconcreteandsteelelements(containment internalstructures, auxiliary

building, intermediate

building, turbinebuilding, controlroom,batteryroom,diesel2.3.generator room).,Providetheloads,loadcombination andacceptance criteriaemployedforthedesign.Providethedesignand/oractualmaterialproperties (fyandfc)usedforsteelandconcreteelements.

Forconcrete, providetheagespecified andany'ad-mixturesused.Provideacopyofdesignspecifications usedfordesignandconstruction.

Providerepresentative stresslevel(compression, 1tensionandshear)atthecriticallocationofeachstructure (e.g.,atbaseofcontainment internalstructures) foreachoftheloadcombinations pro-videdinresponseto(2)above.(Forthisquestion, information atthebaseofthecontainment, shellisalsoneeded.)

Response

1.Thecodesandstandards (including editiondate)usedfordesignandconstruction ofconcreteandsteelelementsaregiveninFSARSection5.1.1.5"Codesand2.Classifications",

pages5.1.1-10through5.1.1.-16.

Thislistingisincludedasattachment.

IV.Thefollowing loadshavebeenconsidered inthestructural designofthesafety'relatedstructures.

A.DeadloadsB.Liveloads(uniformloads/sg.

ft.toallowforanyhungloadsfromfloorframingsystem,whichmayincludepiping,H&Vducts,electrical cabletrays,ceiling,etc.whereapplicable, and'alsosnowloadsforroof)C.Permanent.

equipment loadsD.SeismicloadsE.WindloadsThespecificloads,loadingcombinations, andacceptance criteriaforeachsafetyrelatedstructure arelistedbelow:(1)Containment ShellThedesignloadsaredescribed inSection5.1.2.3oftheFSAR.Thefundamental loadsforthecontainment structure aretabulated inTable5.1.2-4A.

Theloadcombinations forthecontainment structure aregiveninTable5.1.2-4I.

Theacceptance criteriaisdescribed intheFSARSection5.1.2.3undertheheadingsof"DesignStressCriteria" and"LoadCapacity."

(2)Containment InternalStructures a~Loads1.Operating FloorLiveLoad1000psfwithappro-priatedeadload(D.L.)2.Intermediate FloorLiveLoad200psfwithappro-priateD.L.3.AirFilterPlatformLiveLoad200psfwithappro-priateD.L.4.Foundation MatForupwardwaterpressure=1030psf.5.Loadgenerated bytheOperating BasisEarthquake (OBE).6.Loadgenerated bytheSafeShut-downEarthquake (SSE).7.Compartment pressuredifferential duetoaccident.

8.Equivalent staticloadgenerated bythereactiononthebrokenreactorcoolantsystempipeduringthepostulated break.9.OverheadCraneLiftedLoad=200Trolley=150BridgeGirder=100kVertical, lateralandlongitudinal loadsareusedasperAISCorN.Y.code,whichever governs.LoadCombinations 2.3.D+L+T=S0D+L+T+E=1.33S0D+L+T+P+Y+E=UorY0T=Thermaleffectsandloadsduring0normaloperating condition.

Loadgenerated bytheOperating BasisEarthquake (0.08g)at2%Edamping(maxm.acceleration

=0.19g)Loadg'enerated bytheSafeShut-downEarthquake (0.20g)at2%damping(maxm.acceleration

=0.47g)TherequiredsectionstrengthbasedonUltimateStrengthdesigndescribed inACI-1963.

DForStructural Steel,Yisthesectionstrengthbasedonyieldstrengthofmaterialusingelasticdesign.Pressureequivalent staticloadwithinthecompartment generated bypostulated break.Deadloadincluding anypermanent equipment loadsandhydrostatic loadsLiveloads.Y=Equivalent staticloadduetorpostulated highenergypipebreak.Forconcretestructure, SistherequiredsectionstrengthbasedonworkingstressdesignmethodasperACI1963.Forstructural steel,SistherequiredsectionstrengthbasedontheelasticdesignmethodsasperAISC."Specifications fortheDesign,Fabrication andErectionofStructural SteelforBuildings",

adoptedApril17,1963.

(3)DieselGenerator Buildina~b.LoadsRoofdeckingRoofing&insulation Fireprotection PipingMiscellaneous SnowloadLoadCombinations 2.5lbs/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,Loadgenerated bytheoperating basisearthquake (0.08g)at.5%damping(maximumacc.=0.13g);Loadgenerated bythesafeshut-downearthquake (0.2g)at5%damping(maximumacc.=0.32g).Forconcretestructure, Sistherequiredsectionstrengthbasedon'orking stressdesignmethodasperACI1963.Forstructural steel,Sistherequiredsection10 strengthbasedontheelasticdesignmethodsasperAISC."Specifications fortheDesign,Fabrication andErectionofStructural SteelforBuildings",

adoptedApril17,1963.U=TherequiredsectionstrengthbasedonUltimateStrengthdesigndescribed inACI-1963.

(4)ControlBuildina~Loads2.RoofConcreteslabSnowTrussRoof&Insulation Ceiling&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.LoadCombinations ForRoofTrussD+L+E=S 2.Buildingcolumnsaredesignedbyapplyinglateralloadinthemidspanofthecolumneguivalent to(D+1/2L)z.20ginadditiontoverticaldeadloadandliveloadcarriedbythecolumn.There-sultingallowable stressesfromtheseismicloadareincreased by331/3%.3.Concretewallsaredesignedby-applyinglateralloadinthemidspanofthewallpaneleguivalent to(panelweight)z0.20g.Thedesignisbasedonworkingstressmethodwithoutincreaseinallow-ablestresses.

E=Loadgenerated bytheSafeShut-downEarthquake (0.20g).(5)AuxiliarBuildina~Loads1.RoofRoofing6lbs/sq.ft.Insulation anddecking7lbs/sq.ft.Misc.Snowloads7lbs/sg.ft.40lbs/sq.ft.12 Foundation a)Foundation matforupwardwaterpressure=1000psfb)Sumpbottomforupward'water pressure=2250psfc)Wallsbelowgrade(1)Aboveel.250'-0"forequivalent fluidpressure504/sqft/ftofheight'I(2)Belowel.250'-0"forequivalent fluidpressurel805/sqft/ftofheight(3)Intermediate FloorLiveload220psfwithappropriate D.L.(4)Operating FloorLiveload200psfwithappropriate D.L.(5)CraneLoadsLiftedload80Trolleyweight14Cranebridge28.8Lateral,longitudinal andverticalloadsincreased by25%toincludeeffectofimpactandbraking.13 b.LoadCombinations D+L=SD+L+WorE=1.33S(6)ScreenHouseBelowGradeTheentirescreenhouse-service waterbuildingisfoundedinoronbedrockwiththeexception ofthebasementoftheelectricswitchgear por-tionwhichisfoundedapproximately fourfeetabovebedrock.Sincethebuildingisfoundedinbedrockthebasementwillnot.realizeanyspectralacceleration andtheseismicloadingisequivalent, tothegroundmotionof0.08gand0.20g.Thebasementisdesignedtobedewatered.

Thefullheight,ofthewallisdesignedforanexternalhydrostatic pressureplusaseismicloadequaltoapercentage ofthedeadloadofthewallandthehydrostatic pressure.

Fortheportionofthewallbelowgradeandabovebed-rockanactiveearthpressurebasedonasaturated soilweightisapplied.Internalwalls,suchaspumpbafflesandthewingwallsbetweenthetraveling screensweredesignedforafullheighthydrostatic pressureoneithersideplusaseismicloadduetothewatermovementduringaseismicevent.

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)Longitudinal torunway10%c)Seismicloadings4,000I2,00081)0.08ggroundmotion51.33workingstress15 2)0.20g.ground motionIyieldstress2)Designloadingcombinations foranalysis:

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-Shorizontal seismicIyieldstressTheconcrete, reinforcing steelandstructural steelrequirements areaslistedbelow.16 0

Theminimumultimatecompressive strengthusedfordesigning concretestructures isasfollows:1.Containment Shell-5000psiin28days2.AllOtherStructures

-3000psiin28daysAllstructural concreteisconsidered subjecttopotentially destructive exposureandcon-tainsairinamountsconforming withTable304(b)ofACI301.Anairentraining ad-mixturewasusedconforming to"Specifications forAirEntraining Admixture forConcrete",

ASTNC260-63T.Awaterreducingdensifier wasaddedtoallstructural concretewitharequiredultimatecompressive strengthequaltoorgreaterthan3000psiat28days.(FSARpage5.1.2-70a)

Reinforcement:

Theconcretereinforcement.

usedisdeformedbarofintermediate gradebillet-steel con-formingtotherequirements of"Specifica-tionforBillet-Steel BarsforConcreteRe-inforcement",

ASTNA15-64,withdeformations conforming to"Deformed BarsforConcreteReinforcement",

ASTNA305-56T.Speciallargesizeconcretereinforcing barsaredeformedbarsofintermediate gradebillet-steel con-formingto"Specifications forSpecialLarge17 M0 SizeDeformedBillet-Steel BarsforConcreteReinforcement",

ASTMA408-64.Reinforcing steelconforming tothesespecifications hasatensilestrengthof70,000psito90,000psiandaminimumyieldpointof40,000psi.Theprincipal mildsteelreinforcement usedinthevicinityofthelargeopening(i.e.,personnel lockandeguipment accesshatch)hasa60,000psiyieldstress.c.Structural Steel:Allstructural steelusedintheworkandnot,otherwise designated onthedrawingconformed to"Specification forStructural Steel(Tentative)",

ASTNA36-63T,with36,000psiminimumyieldstrength.

Thefollowing specifications forstructural steelandconcretewereusedfor,construction andareincludedasAttachment V.a.b.Technical Specifications forFurnishing, Fabricating andErectingStructural Steel,Grating,StairTreads,andHandRail.Technical Specifications forStructural Concrete(includes reinforcement,)

withAddendumNo.1toAddendumNo.9.

Therepresentative stresslevelsinthecontainment shell.can,befoundinAppendix5DoftheFSAR.Thestressesforthe48loadcombinations identified inTable5.1.2-4Iareprovidedasstressresultants andstresscouplesinthemeridional andthehoopdirection, including meridional shearandradialdisplacement s.Unitstressesinthedifferent structural com-ponentsoftheshellaredescribed intheFSARasshownbelow:(1)Stressesinthehingetensionbarsareshownonpage5.1.2-37.

(2)Stressesinthelinerknuckleplatearedescribed onpage=5.1.2-37A.

(3)Stressesintheelastomer bearingpadsaredescribed onpage5.1.2-37B through5.1.2-41.

(4)Radialshearintheshell,seepage5.1.2-42through5.1.2-43.

(5)Longitudinal shearsintheshell,seepage5.1.2-44.

(6)Horizontal shearsintheshell,seepage5.1.2-45through5.1.2-46.

(7)Tendonanchorage

stresses, seepage5.1.2-46a through5.1.2-46d.

(8)Linerstresses, seepage5.1.2-46e through5.1.2-5la.

19 (9)Longitudinal linershearstresses, seepage5.1.2-51b through5.1.2-51g.

(10)Stressesintheconcreteandreinforcing steelduringthepressuretest,seeTableBonpage5.1.2-51h.

(11)Largeopenings, seepage5.1.2-62, andtheThirdSupplement oftheFSAR"DesignofLargeOpeningReinforcement forContainment, Vessel."20

'Ir' NgQX~'<<Q<<~+C.c.DStructural Requirements C304-4WindLoads(8334)Minimumwindloadsshallbeinconformity withtablesC304-4aandC304-4b,andshallbeappliednormaltothesurface.Theseloadsarebasedonadesignwindvelocityof75milesperhourataheightof30feetabovegradelevel.Minimumwindloadsonsignsshallbeinconformity withgenerally ac-ceptedstandards.

TABLEC304.4a.(Ill.633)

-WINDLOADS:WALLS,EAVES<CORNICES<

TOWERS<MASTSANDCHlhlNEYS InpoundsporsrtuarofootAtheightabovegradeinfeet.501to600~401to500301to400201lo300101to20061to10041to6026to400to25Wallst1343332302824211815Eavesandcornicess 686664605648423630Towers,mastsandchimneyss 6058565349423732261exteriorwallsshallbocapabtoofwithstanding windloadonboththefntcdorandexteriorsurfaces, actingnon.simultaneously.

-"Loadactingupward.3Forheightsabovegradegreaterthan600feet,add1psftoloadforwaneforeachintervalorpartofintervalof200feetabove600feet;foreavessnd,cornices.

andtowers,mastsandchimneys, corresponding loadsaroinproperliontothose(orwalls.4Tabularvaluessreforsquaresndrectangular structures.

Forstructures hexa.gonaloroctagonal inplan,useprolected arossndmultiplytabufarvaluesby0.6:forstructures roundorelnpiicsl inplan.useproiected aresandmultiplyvaluesby0.6.C304-5Overturning ForceandMomentDuetoWind(833.5)a-Theoverturning forceshallbethewindload.ThewindloadshallbetheloadsetforthintableC304-4a,andshallbeappliedonlytothewindwardverticalsurfaceabovethehorizontal planeunderconsideration, andtotheriseoftheroof.There-sistingforceshat(bethedeadloadofthestructure abovethehorizontal ptaneunderconsideration, plusthestrengthofmaterialandfastenings estabtishing continuity withthestructure below.b-Themomentsofstability andoverturning shallbecomputedabouttheleewardedgeofthehorizon-talplaneunderconsideration.

93 0(p'Aq Structural Requirements TABLEC304.4b.(IV.633)-VtfMDLOADS:ROOFSlnpoundsporsquarefootMeanelevation ofroofabovegradelevelinfeetDirection ofload>0'o20'lopefromhorizontafg 30to"60'0'o30'ver60'01to6003401to500301to400201to300101to20061to10036to6021to350to20DownwardUpwardDownwardUpwardDownwardUpwardDownwardUpwardDownwardUpwardDownwardUpwardDownwardUpwardDownwardUpwardDownwardUpward829828727725624520519517514829to24828to23727to22725to21624to20520to17519to15517to14514to118to24248to23237to22227to2121Gto20205to17175to15155to14145to11112424232322222121202017171515141411111Downwardsndupwardloadsactnonslmultsneousfy.

"Forsfopesbetween20and30'llhwindactingupward,sndbetween30'nd60'ithwinddownward, compuleloadsbystraightlineInterpo-lation.3Forheighlsabovegradegreslerthsri600feel,sdd1psftoupwardloadlor0'o20'lopeforeachIntervalorpariofIntervalof200feetabove'00feel;lorupwardloadsonotherslopes,snddownwardloadsonsllslopes,corresponding loadsareinproportion lothoseforupwardloadfor0to20'lope.c-Themomentofstability ofthestructure abovethehorizontal planeunderconsideration shallbenotlessthan1'/2timestheoverturning momentduetowind.C304-6(833.6)SlidingForceDuetoVlindTheslidingforceduetowindload,equaltotheoverturning force,determined inconformity withsectionC.304-5,shallberesistedbythedeadloadofthestructure abovethehorizontal planeunderconsideration, byanchors,andwhereapplicable, bysoilfriction, providing atotalresisting forceequaltonotlessthan1t/2timestheslidingforce.Anchorsusedtoresistoverturning mayalsoprovideresist-ancetosliding.94 3.TORNADOEFFECTSONSTRUCTURES 3.1GENERICAllstructures havebeendesignedforwindloadsinaccordance withtherequirements oftheStateofNewYork-StateBuildingConstruction Code.Thewindloadstabulated inthiscodearebasedonadesignwindvelocityof75milesperhourataheightof30feetabovegradelevel.Thestressesresulting fromtheseloadswereconsidered onthebasisofaworkingstrengthdesignapproach.

'Forpurposesofthisstudythedesignofallcriticalstructures hasbeencheckedonthebasisofalimitingloadfactorapproachwhereintheloadsutilizedtodetermine therequiredlimitingcapacityofanystructural elementarecomputedasfollows:C=(1.00+0.05)D+1.0W+1.0PSymbolsusedinthisequationareidentified asfollows:C-requiredloadcapacityofsectionD-deadloadofstructure W-windloadsbasedupon300mphtangential windvelocitytP-pressureloadbaseduponaninternalpressure3psihighertthantheexternalpressure.

3.2REACTORCONTAINfENTAlthoughtornadoloadswerenotconsidered intheoriginaldesign,thisstructure iscapableofresisting thefullstrengthtornadoloads.14A-4 3.3AUXILIARY BUILDINGAlthoughtornadoloadswerenotconsidered intheoriginaldesign,thisstructure uptoandincluding theOperating Floor(elev.271"-0")iscapableofresisting tornadoloads.Thesidingonsuperstructure wouldblowoutward,thusrelieving thepressureandwindload.Components andsystemsontheoperating floorandabovearesusceptible toimpactbyfallingdebrisandpotential missiles.

Theequipment, ontheauxiliary buildingoperating floor,requiredtomaintaintheplantinahotshutdowncondition isasfollows:a)BoricAcidTanks,PumpsandFilter;andb)480VSwitchgear

-Bus14Theequipment ina)issurrounded byaradiological shieldwallasshowninFigure14A-1.Thiswallofferssignificant lateralprotection againstpot;ential missiles.

Furthermore, thetwotanksandpumpareredundant.

Hence,thereisreasonable assurance thattherewillbenolossofborationfunction.

MoredetailsaregiveninSection4.2.1-BorationSystem.DamagetoBus14willnotcauselossofpowersupplysinceanindependent andredundant bus(Bus16)isprovidedontheintermediate flooroftheauxiliary building.

Thisfloor,aspreviously mentioned, willnotbeexposedtotheweather.MoredetailsaregiveninSection4.4.Inaddition, theSpentFuelPithasbeenevaluated.

Potential missilesmaypuncturethespentfuelpitlinerbutwillnotpenetrate throughtheconcretewallsorbasecausinggrossleakageofwater.3.4INTERMEDIATE BUILDINGThisstructure, asshowninFigure14A-2,issignificantly confinedbyotherbuildings, i.e.,ServiceBuilding, TurbineBuilding, ReactorContainment andAuxiliary Building.

Consequently, adirectexposure14A-5 toatornadofunnelisextremely remote.Duetotherelativevacuumwhichmightbecreatedbyatornadooutsideoftheintermediate buildinglateralwallsmayblowoutward.Thiswillrelievethepressuredifferential andpreventgrossfailureofthestructural steelframing,columnsandfloors.Therefore, thetwofloorswhichhousecriticalequipment, i.e.,floorsatelevations 253'"and278'",areaffordedsignificant shielding bytheadjoining structures andhigherfloor/roof elevations.

Th'ecriticalcomponents inthisstructure consistofthefollowing:

a)Onfloorelevation 253'":twomotordrivenandoneturbinedrivenauxiliary feedwater pumps;andrOnfloorelevation 278'":thecrossconnection onmainsteamandfeedwater linestothetwosteamgenerators.

Aspreviously mentioned, nodamageisanticipated totheequipment locatedonthesetwofloors.MoredetailsaregiveninSection4.1.3.5DIESELGENERATOR ANNEXTheavailability ofon-sitedieselpowerwasreviewedonthebasisoftheassumption thatthetornadocouldcauselossofoutsidepower.Siding,windows,doorsandventilation openingswouldblowoutwardthusrelieving thepressureloading.Damagetotheroofmightresultifthedifferential pressureisnotrelievedintime.Tworedundant dieselgenerators areprovided.

Nophysicaldamagetothedieselsisanticipated.

Furthermore, thephysicalseparation betweenthemissuchthatonemissilewouldnotbeabletoimpactagainstbothdieselgenerators, asshowninFigure14A-3.MoredetailsaregiveninSection4.4.Thecon'elusion hasbeendrawnthatemergency powersupplyisreasonably assured.14A-6

3.6SCREENHOUS ESiding,windows,doorsandventilation openingswouldblowoutward,thusrelieving thepressureloading.Nostructure collapseisexpected.

Thecriticalequipment housedinthescreenhouse isrepresented by:a)fourservicewaterpumps;andb)480VSwitchgear-Buses 17and18.Thefourservicewaterpumpsareredundant andsufficient physicalseparation existsbetweenthemtomakeextremely unlikelythefailureofallfourpumpsfromthesametornadoeffect,asshowninFigure14A-4.ServicewaterpumpslAandlCareenergized fromBus18andservicewaterpumpslBand1Dareenergized fromBus17.Cross-tie betweenthetwobusesisavailable.

Thetwobusesarelocatedinthescreenhouse andarephysically separated.

Hence,thereisreasonable assurance thatatleastoneservicewaterpump-buscombination willoperateproperly.

.MoredetailsaregiveninSection4.4.3.7CONTROLROOMNogrossfailureofthisstructure isanticipated.

TheonlywalldirectlyexposedistheEastwall.'hesidingofthiswallwouldblowoutwardrelieving thepressuredifferential andleavingtheinteriorexposedtotheweather.Thesamewouldbetrueforwindows,doorsandventilation openings.

Localcontrolsfortheequipment requiredformaintaining theplantinahotshutdowncondition havebeenprovidedasabackuptothecontrolsavailable inthecontrolroom.Therefore, thereisreasonable assurance thatcontrolsforthecriticalcomponents willbeavailable.

14A-7

3.8.SERVICEBUiLDINGThestatusofthisbuildingissimilartothatoftheauxiliary

building, i.e.,thesidingonsuperstructure aboveelevation 271'ouldblowoutward,thusrelieving thepressureandwindloads.Thecomponents whichmightbeaffectedbytornadoarethetwocondensate storagetanks.Thereisreasonable assurance thatfeedwater supplywillbemaintained becauseoftheavailable redundancy andofthefactthat2/3ofthetankvolumeisbelowgrade.3.9CABLETUNNELSThecabletunnelsarelocatedunderground andarecapableofwithstanding tornadoloads.14A-8 4.6TornadoLoadsTornadoDesignCriteria~lkc4lqFww KI/Ã<<>~4xXwoc.Annebe~e~w~QThePumphouse willcontainsafetyclassequipment (SeismicClass1),,andwilltherefore bedesignedtowithstand shorttermtornadoloadings, including theimpactof.tornado-generated missiles.

Tnefollowing tornadcdesigncriteriashallbeused:ra.%Iaximumrotational windvelocityof290mph,togetherwithtranslational windvelocityof70'mphgivingtotaldesignvelocityof360mph.Radiusofmaximumrotational velocityiscdnsidered tobe150ft;Pressures andsuctionforcesduetothe360mphwindandallotherdesignparameters shallbedetermined inaccordance withANSI-A58.1

-1972.'b.Externalpressuredropisconsidered tobe3psig.c~Amissileequivalent toautilitypole35ft.long,14inchesindiameter, weighing,50 pcfandtraveling at130ft./sec.withinaheightof17ft.aboveground.d.e.Amissileequivalent toatwotonautomobile traveling at150ft./sec.andimpacting withinaheightof22ft.aboveground.A12,ft.long4"x12"woodenplanktraveling at260ft./sec.andimpacting end-onatanyheight.f..Amissileequivalent toa3inchdiameterSchedule40pipe,10ft.long,traveling at160ft./sec.andimpacting end-onwithinaheightof48ft.aboveground.g.Amissileequivalent toa6inchdiameterSchedule40pipe,15ft.long,traveling at150ft./sec.andimoacting end-onwithinaheightof'0ft.aboveground.Amissileequivalent toa12inchdiameterSchedule40pipe,15ft.long,traveling at130ft./sec.andimpacting end-onwithinaheightof14ft.aboveground.4.6.2TornadoLoadCombinations Eachoftheabovemissileloadingcasesshallbeinvestigated todetermine whichonecausesthemostsevereloadingofthePumphouse, orofindividual Pumphouse components.

Themostseveremissileloadshallbecombinedwiththetornadowindloadforthestructural design,ofthePumphouse.

clLOVHTASSOCIATES, liC.

Thedesign,materials, fabrication; inspection, andprooftestingofthecontainment vesselcomplieswiththeapplicable partsofthefollowing:

ASMEBoilerandPressureVesselCode,SectionIII-NuclearVessels,SectionVIII-UnfiredPressureVessels,SectionIX-WeldingQualifications.

2.BuildingCodeRequirements forReinforced Concrete(ACI318-63).3.AmericanInstitute ofSteelConstruction Specifications:

a)"Specifications fortheDesign,Fabrication andErectionofStructural SteelforBuildings,"

adoptedApril17,1963.b)"CodeofStandardPracticeforSteelBuildings andBridges,"

revisedFebruary20,1963.4.USASN6.2-1965,"SafetyStandardforDesign,Fabrication andMaintenance ofSteelContainment Structures forStationary NuclearPowerReactors."

5.'CI301-66,"Specifications forStructural ConcreteforBuildings" 6.ASTMC150-64,"Specifications forPortlandCement"7.StateofNewYorkDepartment ofPublicWorksSpecification 5.1.1-10

8.ASTMC260-63T,"Specifications forAir-Entrained Admixtures

.forConcrete" 9.ASTMA15-64T,"Specifications forBillet-Steel BarsforConcreteReinforcement" 10.ASTMA305-56T,"Specificat onsforMinimumRequirements forDeformation ofDeformedBarsforConcreteReinforcement" ll.ASTMA408-64T, "Specifications forSpecialLargeSizeDeformedBillet-Steel BarsforConcreteReinforcement" 12.ASTMC94-65,"Recommended PracticeforWinterConcreting" t13.ACI306-66,"Recommended PracticeforWinterConcreting" 14.ACI605-59,"Recommended Practivefor1iotWeatherGoner'eting" 15.ASTMA421-65,"Specifications forUncoatedStress-Relieved WireforPrestressed Concrete" 16.ASTMC29-60,"MethodofTestforUnitWeightofAggregate" 17.ASTMC40-66,"MethodofTestforOrganicImpurities inSandsforConcrete" 18.ASTMC127-59,"MethodofTestforSpecificGravityandAbsorption ofCoarseAggregate" 19.ASTMC128-59,"MethodofTestforSpecificGravityandAbsorption ofFineAggregate" lI 20.ASTMC136-63,"MethodofTestforSieveorScreenAnalysisofFineandCoarseAggregate" 21.ASTMC39-64,"MethodofTestforCompressive StrengthofMoldedConcreteCylinders" 22.ASTNC192-66,"MethodofMakingandCuringConcreteCompression andFlexureTestSpecimens intheLaboratory" 23.ASTMA15-62T,"Specifications forBillet-Steel BarsforConcreteReinforcement" 24.ASTMA408-64,"Specifications, forSpecialLargeSizedDeformedBillet-SteelBarsforConcreteReinforcement" 25.ASTMA432-64,"Specification forDeformedBillet-Steel BarsforConcreteReinforcement with60,000psiMinimumYieldStrength" 26.ASTMC31-65,"MethodofMakingandCuringConcreteCompression andFlexureTestSpecimens intheField",27.ASTMC33-64,"Specifications forConcreteAggregates" 28.ASTMC42-64,"MethodsofSecuring, Preparing, andTestingSpecimens fromHardenedConcreteforCompressive andFlexuralStrengths" 29.ASTMC131-64T,"MethodofTestforAbrasionofCoarseAggregate byUseoftheLosAngelesMachine"5.1.1-12 30.ASTMC138-63,"MethodofTestforWeightperCubicFoot,Yield,andAirContent(Gravimetric) ofConcrete" 31.ASTMC143-58,"MethodofTestforSlumpofPortlandCementConcrete" 32.ASTMC150-65,"Specifications forPortlandCement"33.ASTMC172-54,"MethodofSamplingFreshConcrete" 34.ASTMC231-62,"MethodofTestforAirContentofFreshlyMixedConcretebythePressureMethod"35.ASTMC260-65T,"Specifications forAir-Entrained Admixtures" 36.ASTMC494-62T,"Specifications forChemicalAdmixtures forConcrete" 37.ASTMC173-58,"MethodofTestforAirContentofFreshlyMixedConcretebytheVolumetric Method"38.ACX214-57,"Recommended PracticeforEvaluation ofCompression TestResultsofFieldConcrete"

~39.ACT315-65,"ManualofStandardPracticeforDetailing Reinforced ConcreteStructures" 40.ACE347-63,"Recommended PracticeforConcreteFormwork" 41.ASTMD287-64,"MethodofTestforAPXGravityofCrudePetroleum andPetroleum Products(Hydrometer Method)5.1.1-13 42.ASTHD97-66,"HethodofTestforPourPoints"43.ASTHD92-66,"HethodofTestforFlashPointbyCleveland OpenCup"44.ASTHD88-56,"MethodofTestforSayboltViscosity" 45.ASTHD937-58,"MethodofTestforConePenetration ofPetroleum" 46.ASTHD512-62T,"MethodsofTestforChlorideIoninIndustrial WaterandIndustrial WasteWater"47.ASTHD1255-65T, "MethodofTestforSulfidesinIndustrial WaterandIndustrial WasteWater"48.ASTMD992-52,"MethodofTestforNitrateIoninIndustrial Water"49.ASTMA442-60T,"Tenta'tive Specifications forCarbonSteelPlateswithImprovedTransition Properties" 50.ASTMA300-63T,"Specifications forSteelPlatesforPressureVesselsforServiceatLowTemperature"

'1.ASTMA36-63T,"Specifications forStructural Steel"52.SSPC-SP6-63, "Commercial BlastCleaning" 53.SSPC-SP8-63, "Pickling" 54.SSPC-PA1-64, "Shop,FieldandMaintenance Painting5.1.1-14

55.ASTMA322-64A,"Specification forHot-Rolled AlloySteelBars"56.ASTMA29-64,"Specification forGeneralRequirements forHot-Rolled andCold-Finished CarbonandAlloySteelBars"57.ASTMD624-54,"MethodsofTestforTearResistance ofVulcanized Rubber"58.ASTMD676-59T,"MethodofTestforIndentation ofRubberbyMeansofaDurometer" 59.ASTMB412-66T,"MethodofTensionTestingofVulcanized Rubber"60.ASTMD573-53,"MethodofTestforAccelerated AgingofVulcanized RubberbytheOvenMethod"61.ASTMD395-61,"MethodofTestforCompression SetofVulcanized IRubber"62.ASTMD746-64T,"MethodofTestforBrittleness Temperature ofPlasticsandElastomers byImpact"63.ASTMD1149-64,"MethodofTestforAccelerated OzoneCrackingofVulcanized Rubber"64.ASTMD471-66,"MethodofTestforChangeinProperties ofElastomeric Vulcanizates Resulting fromImmersion inLiquids"65'STMA514-65,"Specification forHigh-Yield

Strength, QuenchedandTemperedAlloySteelPlate,SuitableforWelding"66.ASTMA441-66T,"Specification forHigh-Strength LowAlloyStructural Manganese VanadiumSteel"5.1.1-15 0

67.ASTHA53-65,"Specification forWeldedandSeamlessSteelPipe"68.ASTHA435-65,"HethodandSpecification forUltrasonic TestingandInspection ofSteelPlatesofFireboxandHigherQuality"69.ASTHC177-63,"MethodofTestforThermalConductivity ofMaterials byMeansoftheGuardedHotPlate"70.ASTHC165-54,"MethodofTestforCompressive StrengthofPreformed Block-Type ThermalInsulation" 71.ASTMC355-64,"MethodsofTestforWaterVaporTransmission ofThickMaterials" 72..ASTHC273-61,"MethodofShearTestinFlatwisePlaneofFlatSandwichConstructions orSandwichCores"e73.ASTMD1622-63,"HethodofTestofApparentDensityofRigidCellularPlastics" Thestructural designalsomeetstherequirements established bythe"StateBuildingConstruction Code,"StateofNewYork,1961.5.1.1-16

irTi.CHblICAL SPICEPIC'ETIO.'t PC:RFUN'IIS~)I>~G PM>UCATZKC AHDi"'iZiCTXhG Si.'hVC'"tH>i3 83."nKLGEE<'ZIi:G~

.11.EXP.1Pa>!XiAfto}V;lFQl'CLIL FGPi'f'i!~IBBERVY.""w~'TT QIMl~JA)NCf.C(J?

PCX'P"8,STATXGH-UltlTI'JCo1GF"'FZRODENT~,GASAf!DR~~ECTRJG CORPORP.TIQH RPv'cSS~x'~

iaafUYOiKp~i4cQ&<47O'KCS/19/66Hev>X9/9/661o0SCOPZOP'.~'OZC1'3.GE'i!"VLL Thewn"~tobef.eri'0m'nder thisSubcontract shQ1inclL:doChodetailJ"'lpj fLlz'niah~ijg~

fabrication~

dolxvGPJt~unlclk~rLn~Gtorag8wherenecoo'ary>al'nor~ationofaM~:tructLLral staol>gr'.ting>

Otair"eadaandhwdraU.xeq~~'dfortheRobert8~i..ttGin~aI~ucloarPo:mxS~tion-UnitHoo3.Yce~~xhshan.inc3udebutnotnecessary bolilJ.tedtotheZO3Lo:ri~~:GePro@M;ation ofshopd8t'>ilsQ'."adQr8ctiondrPrP~goo b,Structural

.toolforthoStructures including thaCcntailuent Vee"el~Xntezvp;.die<;e Buildinp~

RectorAu:~r3iary

Building,

'lie'o3ne f1<m~ServiceBui3dingal'!dFaccdQoThostructural 8tt381consistsof5(1}Cola.n.~(2)Ba88q~ipAn'3LGRrxngplat98(3)ShJ.D'8:,or scttinc,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)Connections alldconnoctiol1

{3A)K>>'vota,.~oldeand!1iphotx"~~t;hbolto1))CraneHaila,clipsmdatop"l6)Chcckerccl plate 1

aiLI2>>DKC9/g/66Rev.Ic.Steelgratings,-

gratingwithattached.

plate,gratingstair.treads,anclallrelated'ardware.

d.Handrailforplatforms, wall;waysand.stairs.~q.Shoppaint.1.2LfOBKNOTINCLUDEDThefollowing itemsofwor".associated, withtheplantstructures

=arenotincludedinthisSubcontract butwillbefurnished anderected.byothers:a.Anchorboltsb.Groutingforcolurebaseplatesc.Fieldpaintingd..Steelplate..liners forContainmntVesse3.,Sp"ntFuelPit,Decontamination Pitand.Refueling Canalend.linerpenetration.

2.0SITEDATA2.1LOCATICH'hsitefoxtheRobertEnuattGinnaHuclearPowerStationUnitMo.1islocatedonthesouthshoreofLakeOntario,nearSmokyPoint,inWayneCounty,approximately l8milesnortheast ofRochester, NewYork.TRANSPORTATIOlr Thesitewillbegradedand.anaccessroadprovidedtotheworl;area.Norailfacilities areavailable atthesite.Thenearestrailhead.isapproimatelyfourmilesfromthesite.2.3ACCESSTOMORKA1KAThcContractor willbeprovidedallrquired.and.reasonable accesstotheworl'x+asonsnottoimpcdchisoperations.

&3DXC9/9/66Rev.I2.>'ERVICES AIRFACILITIES Theavailability ofservicesand.facilities forthisSubcontractor willbedetailed.

bytheContractor, BechtelCorporation.

Generally servicesand.facilities areasfollows:Available Services1.Powerwillbeavailable atexistinglocations at480V.inacapacityupto60amp.Powerreauirements inexcessofthisamountwillrequirespecialconsideration and.adecisionforeachcontract.

2.Haterstillbeavailable atexistinplocations.

g.Nocompressed airwillbeavailablc.

4.-Fotelephone sex'vicewill'beavailable exceptatthecoinphoneinthePechteloffice-5.Cleanupwillbethexesponsioility ofthesub-contractor andifitlsnotproperlyaccomplished.

theworkwillbeperformed

'nd.abackchargewrittentocoverthecost.6.Theuseofjobsitecraneswillbeoffered.whentheyarenotinuseonthebase,contractwork.Thisservicewillbebackchargedwithapercentaidedforoverhead,.

iforkandLaydorrnSpaceAdequateworkand.laydovns.oace>rillbc,provided inareasnotacgaccnttothemainbuildings.

Limitedworkandlaydownspacetr9.11bemadeavailablc, depndingonscheduleand.coordination ofcrafts,inthebuildings, andsurrounding areas.OfficeandChanrreAreas.Hoofficespaceorcraftchangei'acilitics willbeprovided.

Portabletoiletfccilitieo srillbcavailsblc.

XKC9/9/66Rev.IJobCoordination Bechtelwillcoordinate ih=siteworkand,directthesubcontractor topromote.harmonyand,providtheoverallbestworksequence.

TheI'Bechtelinspecting engineermayreq,uestand.shallbepermitted.

towitnessallsubcontract worktoassuzeitscontinued.

quality.Thesubcontractor's obligation istoprovideworkmansiaip withintherequiremntsofthespcifications and,tomakedesignated teststoprovequality.3.0STRUCTURAL STEEL3.1SPZCIFXCATXOHS AmCODESAllworkunderthis'ubcontraci shallcomply,exceptasherein-,afterspecified,,

withthefollowing AmricanXnstitute ofSteelConstruction Specifications:

1."Specifications f'rtheD"-sign,I~'abrication and.ErectionofStructural Steelfor33uildings",

adoptedApril17,1963.2."CodeofStandard.

PracticeforSteelBuildings and.Bridges",

revised,February20,1963.3.2NATERXALS Allstructural steelused.intheworkandnotothentise designated.

shallconformtoSpecification forStructura3.

Steel(Tentative)

",ASTNA36-63T.Rivetsteelshallconform'o"Specification forStructural RivetSteel"ASTMAl>sl<<'$8.

HighstrengthboltsshallconformtoSpecification i'orHighStrengthBoltsforStructu;..al SteelJoints,Xncluding SuitableHutsandPlainHardenedSlashers",

ASTblh32$-6'.

r1

&5&DKC9/9/66Rev.IMeldingelectrodes shallbesuitableforthetypeofsteeltubewelded,.TheSubcontractor shallfurnishtheEIIGZZERand.theContractor

/threecopiesofallmilltestreportsand.threecopiesofthereportsofthesteelfbricacor's inspectors forthestructural steelfurnished.

byhimundrthisSubcon'cract.

3r3SHOPAbDFIELDCO>HIECTIOHS Shopassemblyconnections maybeeitherwelded.orriveted,Fieldconnections shallbeeitherwelded.ormadewithhighstrengthboltsexceptforthefollowing itemswhichshallbeeitherweldedorbolted.withstructural gradeboltsr4ithhezagona3.

nuts:1.Allbeamsmarked."Removable" ontheDrawings2.Stairways,

landings, ladders,etc.3.AllgirtsandroofpurlinsMhenhighstrengthbo3.tsareusedinerectionofsteelformakingpermanent fieldconnections theconnection shall'beinaccordance with"Specifications orAssemblyofStructural JointsUsingHigh/StrengthBolts"issuedbytheResearchCouncilonRivetedand,Bo3.tedJointsoftheEngineringFoundation anddated.khrch3.962.Allweldingshallcomplywiththerequirements oftheSpecifications oftheAmericanInstitute ofSteelConstruction andofthePwericanMeldingSocietyforthetypoofsteeltobewelded..34ERHCTIOi3 TheSubcontractor shallerectallstructural steelfurnished byhimandrequiredforthcplant'building exceptsteelwhichmust/beleftouttemporarily forerectionpurposes.

Taissteelshallbestored.bythcSubcontractor aod.irected bytheContractor and .MC9/9/66Rev.IerectedbyOthers.Thissteelvillbedesignated ontheDravingsasbeingerected.byOthers.Othrsteel>>illbedesignated onthDravingstobeleftoutltemporarily duringthe,non'nl courseoferectionforerectionpurposesand.tobelatererected.bytheSubcontractor

'beforeheleavesthcjobsite.TheSubcontxactor shallcoordinate hisflOKCviththatofothercontractors andafford.othercontractors reasonable opportunity fortheintroduction oftheirmaterials and,theexecution oftheirvora.Legibleand.durableerectionmarlinsshould.bepainted.onallmembers.3.$TEMPORARY STEEKFOREHECTIOÃTheSubcontractor shallattachtohisProposaladravlngshovinganytemporary steelforerectionvhichtheSubcontractor proposestofurnishand,erect.Thedravingshallshovthearrangement forthetemporary steelforerectionand.theloadingthereon.Thisdravringissubjecttorevie'irbytheEHGXlBEB, outsuchxevievdoesnotrelievetheSubcontractor ofhisresponsibility tocomplyvithtncSpecification and,Davings.TheSubcontractor shall,vhenhissteelerectionNOR!Ciscompleted.,

xemoveanytemporary steel,including equipment supporting steel,placed.forerectionpux'poses.

Anyholesinbuildingsteel,resulting fzumconnection oferectionstee3.thereto,shallbepermanently pit~".cdbytheSubcontractor, subjecttothe.approvaloftheContractor.

4.OGRAnxoAHDSTAXnTOADS4.1SPZCXrZCATXO!iS A!JDCODESAllsteelgratingandgratii>gstairtreadsshallconformtothefolio>>ing

)totalGr:tingInstitute Specifications:

I

~7~DEC9/9/66Hev.X1."Standard Specifications forbhtalGratingandVitalGratingTreads",adoptedpctober8p1957..2."CodeofStandard.

Practiceofth>>ihtalGratingInstitute" Allsteelplateshallconformtothcfollorring AmericanInstitute ofSteelConstruction Specifications:

1."Specifications fortheDesign,Fabrication and.ErectionofStructural SteelforBuildings",

adopted.April17,1963.2."CodeofStandardPracticeforSicelBuildings and.Bridges'7 revised.February20,1963.AU.>reldingshallcomplywiththercouirements ofthespcifications oftheAmericanInstitute ofSteelConstruction andoftheAmericanMeldingSocietyforAS'36-63Tsteel.4.2MATERIALS ANDIEQUIBELPK'S Allmaterials forgrating,plates,gratingtreads,clipfasteners, and,tread.boltsand.nutsexclusive ofhold.downstudsandnuts,shallcomplywiththerequirements of"Specifications forStructural Steel",ASTNA36-63T,exceptasother>cise noted.ontheDrawings.

Studs,tobeused.forfastening, shallbe1/4inchdiameter, type'04stainless steelof'roperlength.Nutsto'beused,forfas>>teningshallbesiliconbron.enuts-Allgratingand.gratingtradsshallbeoftheweldedtypewithQopthsasshoranonthedrn~~lngo.

Allgratingand,gratingtreadsunlessothemrise notedont;heDrawingsshallbefabricated.

from3/16inchthiclcbearingbarson1-3/16inchcentersttithspiralcrossbarsweldedon4inchcenters.Allchccliercd steelplateandplainplate,ascalledforonthedrm<ings, shallbeshopweldedtoand,furnished.

sriththegratingpanels. DKCg/g/66Rev-Alltocplateshownattached.

tothegrating,shallbefurn9.shed.

byth9,sSubcontractor andshallbe'nstallcd inthefabrication shopexceptwheretheerectionsequenceneccss9tatcs field.installation.

Allgratingtreadsshallhave1"xg/16inchbearingbars,checkered platenosings,awidthof9-p/4inches,and,lengthsasshownonthedrawings.

Treadsshal3.bcfurnished.

with3/8"x1"cadmiumplated,mach9.neboltsandnuts,fourpertread.,forfastening treadstostairstringers.

Allcutoutsrequired.

forpipes,columns,conduits, etc.shownonthedrawingsshallbeprov9ded.

for9nthegrating.Thedimensions

/ofopeningsshallbeasshownontheDrawings.

The'cutoutsand.openingssmlierthan6inchessha13.bebanded.withbarsofthesamedepthand.thickness asthebearingbars.Thecutoutsand.openings6inchesand.largershallbebandedwith1/LLinchtoeplateprojecting 69nchesabovethefinished, floor.TheSubcontractor shallfurnishade(Luate supportanglesunderthegrat9ngatopenings, wherereauired.

4'$FXEU3CO%'1ECT30ÃS TOSUPPOBTSTEELAllplaingratingpanelsshallbefastenedtothesupporting steelwithL;wostandardsadd3.eclip.,at'achend,ofthepanel,and.withtwoadditional clipstotheintermediate beamwhenthepanel~iscontinuous ovextwospans.Allgratingwithattached.

steelplateshallbefastenedtothesupporting steelwithtwowcldsateachend.ofthepanel,and.twoadditional weldstothcintcxmcc;iatc beanwhenthcpaneliscontinuous overtwospms.

9>>DXC9/9/66Rev.I4.4GALVAi~EIKIIlG Allsteelgrating,attached, plate,stairtreadsandsaddleclipsshallbehotdippedgalvanized inaccordance with"Specifications forHotGalvanized CoatingsonProductsFabricated.

FromRolled,Pressed.and.ForgedSteelShapes,Plates,BarsandStrip",ASTMA123-63,Allfabrication, including cutoutsand,alterations, shallbecompleted beforegalvanizing, 5.0EQ!DHAIL5elMATERII'Allhandrailsha11bemadeof1>>1/4"diameter>

schedule40standardweight>blackandgalvanized steelpipeandfittingsconforming to"Specification forBlackand.Elot-Dipped ZincCoated.(Galvanized)

UeldedandSeamlessSteelPipeforOrdinaryUses">ASTMA120-63T.Allhandrailshallhaveonerailcenterline 2'-0"abovethefinished.

floorleveland,asecondrailcenterline3'-6"abovethefinishedfloorexceptwherenotedothertrise ontheDrawings.

Thepostsshallbespaced,not'morethan8'-0".oncenters.All1handrailshallbeinaccordance withthetypicalhandraildetail.shownontheDrawings, Allpointsshallbeweldedand,groundtoasmoothfinish.TurnsshallbemaLebytheuseoftubeturnsorpipebendsandallrailingextending beyond.thcpostsshallbeterminated withdrive>>inplugs.5.2FIELDCOÃlECTIOi~!S Allhandrailpostsshallbebolted,tothestructural steelsupporting thefloorgrating,exceptwhereshownothe'>ise ontheDrawings.

Allhandrailpostssetinconcreteshellbeset

~~-10-DZC9/g/66Rev.Iinoleevespxovidedbyotherswiththeconcreteslabsand.shallbesecured.inplacewithmolten1cadorsulphur.Allbolts,nutsand.clipanglesrequiredforfastening thehand-railpoststothestructural steelshall'befurnished.

bythisSubcontractor.

Allhandrailindicated onDrawingsaoremovable, orfastened.

toremovable steelframing,shallhaveJointsatappropriate placesand.bebolted.foreasyremovalofsectionssoindicated.

Allhandrailrunningintobracingand.columnswillbefield.'cut and.weldedtofit,.All>>eldingshallcomplywiththereouiremento oftheAmericanInstitute ofSteelConstruction and,oftheAmericanMeldingSociety.6.0PAIi'KING Allstructural steeland.handrailtobefurnished underthisSub-contract, shallbecleaned.ofrustormillscaleinaccordance withtheSteelStructures PaintingCouncilSurfaceCleaningSpecifications SSPC-SP2-6g"Hand.Cleanjngi'nd/oi SSPC"SP3-6g"PowerToolCleaning",

asrequired.

Paintshallbeomitted.atallareasoffieldweldingand.onallsteelsurfaces>>hich willbeincontactwithconcrete.

Allcontactsurfacesofconnections shallbepainted.,

including thosefortrussesandplategirders.Allstructural steelandhandrail, tobefurnished underthisSub-contract, shallreceiveoneshopcoatofpaintwhichohallbeoneofthefollowing:

lEC9/9/66'Hev~I1.Socony-Valdura 13-Y-5ZincChromatePrimer2.GliddcnHGL32802ZincChromatePrimer3.Pennsbury YellowZincChromatePrimerKeelerZoLongIfo.4800ExteriorOrangeLead.PrimerTheshoppaintshallbemixed,and.appliedinaccordance withtheSteelStructures PaintincCouncil's PaintSpcification SSPC-PA1-64."Shop,Pieldandihintenance Painting".

Shoppaintshallhaveedryfilmthickness of2mils.PieldpaintwillbebyOthers.7.0SHOPAi~TDEHECTXONDHJGlZi.OS TneSub-contractor shallsubmittotheEnginer,forhisapproval, onereproducible copyandoneprintofallshopand.erectiondrawings, datasheets,etc.reauiredforhis>lOHK.Twocopiesofalldrawings, etc.shallalso'besubmitted.

concurrently t,ollestinghouse AtomicPowerDivision.

Thisshallbedonewithsuchpromptness astocausenodelayineitherhisHOK(orthatofanyothrcontractor.

Thesedrawingsshallbecheckedand.certified, priortosubmission, andshallcontainallrequired.

information.

TheSubcontractor shallmakeanycorrections required.

bytheEngineerand.filewiththcEngineerand.theMesting-houseAtomicPowerDivisiontwocopieseachofthe'corrected.

drawings.

Approved, drawingswillbesostampedand.dated.and.shallformapartoftheSubcontract.

Onesetoftheapproveddrawingswillbereturned.

totheSubcontxactor.

ApprovalofsuchdrawingsshallnotrelievetheSubcontractor oftheresponsibility fordeviation fromtheContractDocumnts,norfromresponsibilities forerrorsinshop-orerectiondrawings, DXC9/9/66ReveX8.0RECORDDBAIGI<GS Uponcompletion ofhisworktheSubcontractor shallsubmittotheEngineeracompletesetofcQ3.drawingsforthework.Thesedrawingsshallcorrectly indicatethework"asbuilt"andshallincludeallmodifications oftheworkandadditions theretowhichhavebeenin--corporated.

Thedrawingsshallconsistofapproveddrawings, legiblymarked,andsubmitted oneprintand.onereproducible eachtotheEngineerandtheMestinghouse AtomicPowerDivision.

9.0XHSTALLATXOI'I ADDXIlSPECTXOH PHGCEDUBES TheSubcontractor shallsubmittotheEngineerawritten,detaileddescription ofhisinspection and/orinstallation procedures forcommntsand,review.Theseprocedures shall'besubmitted atleastetwoweekspriortoactualstartofMOHI(.Anycommnts'bytheEngineershallinnowayrelievetheContractor ofhisresponsibility toe.".ecute hisNOBKtomeettheintentoftheDrawingsandSpecifications.

~~iKC9/9/66LISTOFDR/8JIi.GS Thcfolio>Iing GilbertAssociatcsp Inc.dra~7ings setforththelocationandextentoftheWORKtobedoneandareherebye::pressly madeapartofthisSpecification:

DRA>1I1',G PO.D-502-0U.

D-502-021 D-502-022 D<<502-023 D-502-031 D-502-051 D-502-052 D-502-061 D-502-062 D-502-063 D-502-064 D-502-065 D-502-066 D-502-071 D-502-072 D-502-073 D-502-074 TITLETurbineArea>>Steel FramingColumnSchedule5BasePlateDtailskezzmineFloorElcv.271'-0"Operating FloorElev.2S9'-6"ControlRoom<<Plans&Elevations Platforms, Landings5StairsTopChord,HoofPlanBottomChordRoof'lanLongitudinal SectionSouthElevation EastElevation NestElevation CrossSectionCrossBracingBelowOperating FloorGirts-HorthElevation Girts-SouthElevation Girls-EastElevation Girts-HestElevation D-521-001 D-521-002 Containment Vcsse3.<<SteelFramin,ColumnScheduleIntermediate FloorElev.253I

DKC9/9/66DBAWIEGIip.D-521-003 D-521<<005 TITLEOperating FloorElevations 270'<<4"8:274'-6"Msc.Platforms Elev.267'-3",Elev.300'-4"8cStairDetailsD-521-011 CraneRumrayElev.331'-0"Forced.Stxucture

-SteelFramin'-521-071 D-521"072 D-521-073 D-521-074 EastElevation

-Columns,GirtsZcBracingWestElevation

-Columns,Gixt's,&BracingNorthL'lcvation

-Columns,Gix'ts&BracingSouthElevation

-Colums,Girts&BracingD-522-001 D<<522-031 D-522-041 D-522-051 ReactorAuxiliarBuilcU.ng

-SteelFxaminlColumnSchedule8:Bracingllisc.Steel8:StairDtailsRoofSteel8;CraneRunsrayElev.306'-10"GirtElevations D-523<<011 D-523-021 D-523-022 D-523-023 3051Xntermediate Building-SteelFramingColumnSchedulePlatformElcvations 271'-0"8:278'-4"PlatformElevations 293'-0"8:2g8'-4"PlatformElcvations 315'>>4"L-Roof317'-6"RoofElev.335'-4"8:StairDetailsD-531-001 D-531<<002 ServiceBuilding-SteelFramingCol~~Schedule8:B"sePlateDetailsIhcanineFloorElev.262'-21/2",FloorElcv.271'<<0"8:Rooi'

'i.:.l:ll!i::0:".t.

Sl'l;CI"XC!:.TXOFG I'oxO':.'UHCTUD!'.Ii "Qt!l37~~."1l.

For"'~OOf.J)cl>OCEANS'l'!!A.

GASi>t')l)'T!'GT~T.:

Ci".0~H)RA'iTOi')llo<Aa885-l'pik8'll.ioi.i.

~~()I].";,"I.QQ:v'.".-'OI1 Qo',"."'1Quasi;-i;.-.13acc

"~-uc~'ur(.t.

Concretefo.";'~]'"0'l'Lioo(]

]In'.4!0~..0'O'0'(ockio.'"(-'".-n(]L'eccx'i(l'I]Qwlg)thoI.f~~"U.on.'Lv'3.".".n>3IQa'G(li(:.il.i.~!('i'.

Cl].'I.iA.l3.Qo]]crc4.n6QoQrG"-"iorr,8;]'.]..>>.j0i](Gccorcu:,QG

\'Iijht'10]+0]I."+d "j]c(:5.fic;-.t":.Ons for".':ruche;".r."]

(aacLGI;=

."orl.]":..L(';.'.n~;-':,

'~":302.,corrg1I,0>>.y'p]cj1j.s!<.t,"Q]'].'0 Ilnro'R'iI thpI.ai,".6tj(itz"onos.',.10l'>'!tGJ3uild'ip;,~ndCnstruc~~.on Codef<"~h()Si~l;Gof!Jo'~foxed(-~~]:i::."33ic:]'a.'G St;"]]ci;..r;.'f

']8'~Q?Jrb'!cnt0J.']~9...c1:0'scif4".MO'Btoox~l0"IX()'1;IQi.8]Q')'.".:;h'rGi]".";ftGr r'v'Sod.GrGon..ndGd, 3.03clJiLG'l'i"rL']3.3.

Qox]crctG 8'z'uc..uras except.osnoted(1Gre!.x!GftGr

."r..dGSigxo(i ont)]Guv8I]of8Yiclgln.sit'xGGS0(38~Q+'hcSh(13.0i]]ccong8')n]i]n'v~IG'G.I3.']c:.Cs.(',]]Gd()clihGGGsi8oxult)"!i'.Qtc strcngt]1342CQN0P<b~'~I.

N'l)3IG"jLi(coo'~c8notrGQi!I'Gx()r.n."i terQl3.8uructiux'83.

QoncrGtosnGi.a.hc!vG6K]]3P2K]u3,tl]8're~cQI'l'ssi vGstzG]g'i]]of)Ci'CO@Bi12Dd3$8o~(Icn(ix0]~ii;.J.Gj'.B.3.j]P7Gc~5'.'n1..'.U"l ul'vi..l]4'OBpl GSS:.VGStre']Q'9!

5n28"""12ox30vpsi0"."~vCosi88088.]',PA~A(]

0]"<<zidi"]"ILnfs.

K]08"~.'u(ul".'Q..conc]8'pGfox4(8QQnco~,n~nt)'I'8')s83hG3,3inc3.u&n(ftj10x1n']s.w'Q.~.0;)'J-']1(4xlcQi

]1QJ.i.S8]](]GQKGSj]ol.'9,'iG 8Liin).FiUB vl'~x~Q'Jo co]!,"07:-.88'~'0

'rcnptlof5.00f'8"An28=6'ljs.

AhGdB"3.IGGrGCULrc]P]'t fo~~'(']]8l'rronf..'t

'1col!O'Gl-.S.nu:]6con'GGln]"-Gn 6v88883].!'Ii1]OGdos:(.(Mt 3donI'PaIIX]gSvI'.P(ij>"'j]G(,',.',tGr:]]i".]P'(1on0;"'<QG'Pip')~'>

]c.'"en"z r4<piot]oI]Qt<9.]1

~p'.]01Ggu:irGd8<~rGn,'~tj]

sh83.l.i.8'LnI.ccox'do]1QG Ili'~h.Gu>'lod8vcc(3.0n<<GB{b)AfLorI!.-:]..':2'":vc:

~'.".'":~32)3.ix'j iQ.~81r(Ip)]:>>c:.;1's(1Qn(]"'.".].~'!380fu]'~.l]jlA~J~

U

\n~~5,0iL<ae.{rciaea.'4-'..ael J.{:{J[aa(ar)'!vc1,('{,{)vied JQTr0).)i)'othe.)<>>GeOr'."O'Qra(t:(cool'tf.".

"Of-Lnb3'ICa.ort:S5'e(ll.f.aca v)Gra16t'TC"'.(anGnlyn"-tlz~a<<,!

.,'a",1,'~~

s)L"-.l",()ela~<'(id"::-'.1~.)csc!.thc.".:.crose(aeaa!grepstei,i4'heJ.L'esu{).J<.G'G=d Jr,'aA!1Tonal.a".,~!

<a;{ooret{)r;;

forsi.chtestsals%no)'nf.'inaeer

!L3'are.,'.)J.X'(:c f.'ioPf;prof'2GO Baae."lnn'i'(be'-o.LMle'>s80{>7'orvc{'r.

0/tho':)'inee'('!!

vri'{'1"-OfGerUi:res'ii)3'Ghee't'Gvbecnie=ccrt=(i nsci~'('heourccofvhefi.noet.'rep".te shnl'"vbeCh;age(i;~i-;ho!it t'le~rishi;OJ)

.".;>01'OV-lOfa'hcla:.r).!leer.

>s2COA)rt5'a'GO!(.'0a

'{T"Golazsos)ig.-e;-;"tc shel.'ol)for!

!.0!'ro-..os"d aa".):~0:1"-nd'xthe5-'3'a,e0f4en'Ql'a()>eoa'3,GJ!136rOf1UL'10nnorais5CBCLS~J<<Rtn'..On 3SPECSVCQ'JTa'n.~>N!JQl)SS Ofvhepro03'0('.'a{r,.aregn te'-"-"1nall QQ8!lbra'itn'red

~a.'heTCSLebo7'(ltor j.";OrSl!(:h""OS'vs."aetalc}nrn$41eerB.-.ayXec!li:-a Tih?Q~r~Ve~eto am.ar.~~vilhaell!10'i0"lL'lK.tQlessa.of)1Y.aad!)yGneL'1',ineel innTrivi1,ait3"t)eros;llv'f t.'lo%sthaveb=enescertearai-:d Tl)e-ourceofta:.Con%,'So8'~prec.'i/3 Sh'-%Jl!1otheCha"-i)-.

TaithOLltrtheaak'iGtenBOQrov"-'l

~0ftr!18'Ava.'1eeX'eIQJOI!!ieelaiuJ{lSir]80f3-':farci QGSShalln{)tnbe38r,"rera'a'!enl/30j.ta.'!0)l7a.n."EJ!a!(U.!1"~Slca1 Ofva>~aeC'b~ar naoi'"r{'87'!1""1 3//1Of.tC-COcTa"disa":nca b"'.'::csc:

s.cfc:i':i:.>.

'cnPc,Tcsi(sz.:".Lsn S.;:eci.".."1;e-'i'C IDv)ho7econcxetei-usedForfire')rsnoo(Lin;;

ofstruc'v!L",al steelshellQoGbe1'2'f'erC:1"nJjg4:;8oi8G'!Oc"beta"Jecn fo'"a!Qnadst3'GIQocro Lnii:.",ivion,toG'nboveJJaenticned llQit.'v.L{')'."s V1e~9xi.!LJQsisreOfverio)1ccrtlaons ofastruct!.=e shellno4JrOX'Lriora Of.~aVruo"6!Jro J'Xia7al'9!

5:LiC0fCO.X'Sea)pr!ro..",e'a:0

~ADBQQQOAn)('nLRCdoree."1Or~en'aPa;;;Hcinfcxced fou{ld(ltion TJ)..i.ls,

'"Coti)...p8)

CQ.SSV..O:!nd Subetrf'.CrVuX'e 7,'(ll"..

Sll/2il!ch-s e

l'>I.'>'il<

}(1>..UUC.}.}!

Giii'ill)C fJ::>k!4>oy'(:(".}Icl'}

j>(ni}s..::.hg.ey s>l}<<.1Lbo<<I}('edto<<ll1s>uruct>}z<<llconc""':"'5.7>(>ar("('l'""C(!.'ll1I">ha'>'~CC">h:>'>""!<<"I "e'>t~""i'"<<h}Q'n!<<>l.r<<ioOI}Ca+"<<tisar'r00<!<<>l.<<ryt29(l<>,IS><<>

Tho,>'.lf>)(t>lre(i.'}Gl,.'.

bar'r18>t>'lK"'>l"u"i<<lOI'o(.!>('of+Il,'l}('II'!

(,(<<1Cp!!'Qan>,y'~

'Chn(}u:}r}t>o

.'.y'tobeSQQcdtih>(.COntrol::)

>~'~,te.'>k)cra'u})ras and:.h:}:r"=ihed Of;:~)>;in;ha11.

COnfer!:.;33 the}ro}1<:,fa(:ti}rcI's r(!Coil,cn(}a>ti.:)ns for:lsonf.~aeiI'rod"cu<

6.3C'.lJOCU}:

CHL"I~'(.i',I AdM.zt}1I'es co}lac'31}l}1~<

calcIumi}loridcsha3.1r.0ru".escd,7,0(i!T!."}k~l'l!L}l':.'( TKO-'".3...u!>1 "!atCX'c.'>Cut I'au!.0fCVar).0}}S StI'C}1gt!1S OKConorteShallbeasfolln1.'o}!}Gross;l.vc 2ul"Qnc(h(g.gg)r'!0ygqr<<l)~h>'IGa3.3DI}s (!f(i'It>SI/haCLOfCer...nu300000FO!ki)>OVKhh0olG}'I(ER:l>L.41:I:ouy..dco}1cr.thallbefor!"Qd,including th.Sidesoffoo"'ndo'..Qr(:.)r-ions ofstructures blo:prad",";rc>'.Ot thatroc}-"ul':Sfl<<'>>.>. bC}}Se(t<<:<<3for}'h>foy'QI'.C(}1SurfBC-S83Si}o>lnOnt>nelE(lJJ,n<<.and/oras(.';recrue(l bytAQh!:g."'.!}ccx. Earthcut,IshallnotbouscdlfoI'"sfo"voI't>1.ch 1su!>faces r~lLTi"!!T!}LForI'".;-;h-llbe>voodOI}}stoltl}auuareof.suff3.:icnu stren!thmdr3.r'-GI.t>" 0}}lhaveau!!f(ccs}!).t<<}olc fort"9:.'C(}l}}.'>red I1}1'!.s!}. TflYOOd:l.s I!~eduofor('!COSCI'e}Ã'>)h>at'>'>!.llbe'IZp:)S"(~iDVlcI5.'~Shl>l.}bo.!:K'.d9Vl>:~\">'I3/!!.nttl'!.C.'))<<'.l.as>Zl:!S.j(".'.I/for}":};O I'rIiy"e>~\f('"~ed>Iu.i'-':I:"O>1e(t V!On>"'o"I"'".O:".'o4'(ps"'I}r}'I1.>.nSuoC,u>.}."t(n"!j<<~,sw>g<<~'I1br>>h>>(r(s,}~<<<<I<<~~IIr~I>hh<<>ay>I,~h,>>>><<<<'ov.."-OL'='1>z<<~>} u"ui.;"".'}v Ji)'1}}ts 0fnfJ.cot)th"tr>L'e,}l.n 's<<>nds(lr.'icos"tr>>c>-'>2!.Z<<!}.".'."'!::.}1'ib>}I >J}nlI,bci}el">!'.!r<<'j.t'}>il}>>r b';r<<!ulcc(i !nvarjp>}uhc'!t.~of;p;',>"n,'j'.iri>c >~!c,'.".'.kon'L(a.';(t<<I'c,p1'gl;s!I'<<oo(,lcndl tLon>.~.'.~vh>I..~'sI.hl>I1bc8>"':>f.ht<<>"!i ..'.rs<<:!I'0>>}(Jl!'()4'i or}th<<}%.::)l.'.".( ~,!">~'r<<h>>%~>n>m,~~~'i'>'r~f"<<>>>>><<'>'!")w'~!~',~'r>>~><<!h)w~~>i>'>hr~I~r>~a'~~>>~nl(w'>,>h>~~gCj'~~wl>lriqi~ >>ofthcCoat'ctor. io.'.})Op(rrfiel<}d':-x.'in;; forfor!Iv(or}<needI)csub)!.'I"I'G}v)'<'rho}'n<inoar. 0;.xl"".@in", Z~rbs=..!<IS andgir<}crs8!1:;13.bo<<c(}<.-~gndbhiaithay'C."-n b!1striI)I"=d 'Nit;"o!!t cis~M'0inr.Ml>>in'UIo:.."t"<Uo(s'-"~Ln(< costs>>orcnberestrl.'dIIanaccop'}<ibis annero8.p)0<0I!i<.'i>}>R Tl)G,'F'inGGr SIl1"}I<Cnultr(}r[;'ar(}in" t<neQIAQarLng OfI)eal:.8and.8:abs'oCOI'oansaic forant;ic::.pa':Gd def.'.Gcuions inthfo).';::- '.".Ork,!~coo';asnomic<'.!!ereinaf':,Gr, fore<<or<< hallbe3!llUrsU'.a'v'<"QGconcrcste SI.L~.'!<<cas"'illc<nfof}'<rogosed ACi>01.'"io8'.;(kgb:.ala".e 3inarn1!hcnusedas".concrs+G..or".Ish."11bebrace(latha('ru'.lelee <<ionGoesnot<e:<<.ceo. 1/4lnrfo10ftconsv('Uc'Gd HoasI(O>>'()'C toL."')OS};hccon"ain!L)Gn.b -"G"'s.'..L 1dshor'dtoensur(':1arcleng""aofI"Oj<<U.!!1'g01Q< Tlcrelic'ial offora)0>>}shalLbin-ccor(>>sn~': 7!i1<lere<Inr.F.-ntofA,"ol'osa \AC:I.303.~Tnefo31<".iJ)i"'ables))ov::.")gyes<<'m.)1i7ux. St<ren.'(t})s roILLS"'dOef<Irat<hcfCi!"~~i!rereiTOVG..'Llla1;I.I<KLUQ'(<L.'"r) 3=:)I(L'4're ".ser."se<;alucsbase<ion.0~0ps.co1cr"... at~~nin-'s stre<)p+h un<'IGr".OrI<.al'oi) conditicns atatc)np;rab~":G of70de'sGas'".Ti)Gti.)LGI"'1!its::,'=a3.1 bincreased for(oncrc~"; h1vin.".; Glov'crs~'(Gr(:I,iidovel<II:Lren'".c 'o3NY81GR':Bl'=" t<uras01'tn3rco))diticns an<!)I'","1"GX>>cduCCdfcCcilor"v"-dc'(.loninI<8'"Xl!<4ngr>>reabacid3~t.a31Su'OJGC(o'<>!to0:)Gaoo'ova3. ofthe):Gileer.Strl1ct!Ira3 ('3I.(.ss .ficaI<icn~in.StrengIhRecvkrcd}!<<1.nrxo.I.odiQ.QGQoffoot<in.'~!8! "183.18 S~<.GsoLOG.""0'!""rac1"8coJ.LUiQSiorflsunde"f.<l)orslabsGcnlzrinIXI).Idex'Ice-::8, gix(ic).s, fla'~L.l.rlbS500150008'!II1day3day,7days100:."Iys00<}>>f..\l;<~;,l,}>><:>>jI ('rl>>pi>>>>>>,< r.-.>>,~,"~'))r,ln<,In<w3<'..q1}<).rI'<'O(>>g>dJl>>v>>r(>>'>>I>><>>,+~3wi!!4()>>(>>><,q'jI/<I35<<))L~rg<I~,I~,I(<<>q>>".,pI\,,8>>I<<(I'n<>><<$'rsI<IL)~>>l>>I>>~r>>~1"rOf'ltcrlg:i8+.18..I)1'.'.! },let chci:ica3) ro~positicn an(isp"-c'ica>iion requir(:zc?)ts on!?ochcnic Llprof:er<<-eso"..'j'i;b )T.(<Ei'P.3)!KC hc3ded')irof"brjc.".Q".(:Qncret" rcinfor(:(:):.".nt ."h33.1confornto"8",cc!.fj.c." ion3foxi(-ir)e!-irc~abricfor;.'o?.Crctc jleinforccmsn '!'\7<)TkA.6>".)1I,:a.'.).:0:.:.Qd vlir.:f'oxicis(o."lan.".'(!.Gsloadcar-'in'(r(in:;Orcc? 1(:!'~:"'",.(i silalibesp3icc(li?.accorilcnce vfithS"=ction.'.rJ5(b)o:;':;0.Osc(!i'.301,9.3~nThQcol!'>>rL'c 4.ha.1:>I,'),'r.t ".".<'.i..!r draY!ln;;8> rcj?:XorinEbar0tel'i)=',i.i.)i).'U.;)is:!.'lc'1a'u()c(.forii'.ic;.8 )r..c:Q.oncldplacentas,'- og-i!:cx(.-'.::!:.'0:.'Ocr~=nt i)i.t!!estrhcfilL>>efx'18En@i?!""Cr'i aoorov:.!1 (:.".~t:.!o("';8::.13 areiigeneralco~ipiMCO"litht.leCnpinCZinw".".;".ip.r ..JneContr."-.c 4:;shallsublii0thx'lo.03,'ilits ofa31bsrFistsandplack.:.i", dc'i"'in'~s: cxxsi~c'7opij!9'?)cjn'r~.,closedry")ings 3'..~'-!ll~oec'lsfiedGx!<'orti::>c(t priox'oSub;"'!!.ssion ~Gladsjiallcont'-'i!1 cll'gl'x'e'l j1vQrR!9.!Qnfhs'QAtrccvors'ia31?(si;ecorrec(?icnsg'uire@b$bhc!'naincsx cs+dFj!e.gi.ihthcE'>Bi'-ineer anunFQ36'-dIIrsproducib3." o<.'";chdrain<frol;..".?hich cl."..anGndle~'ible grin,sc'beliacci!j:l'8,"cv('d r-producib3('.3 (i!ill.be".3stsQip-dcndl=-te(jOnesetofth(iQG)roveddra:tint,s,"ill b"retuxnedtotheCQ!i>>racl)gprova3. ofsuchdrat'irgs shallnotrelivct):eContractor ofth(.respo!isibi3i'..y forerrorsin'(hcbar.listsorpl.acj.ng (bav(i;>(is: 9.Li!Qi."il0".Crl!C STl.,'L'P),?CL'S Hosp33cpsQfreinfo!co!!,entsha:l.bomadec:(c~ptasshonnontr?.'eLPi.'Pl':" n~i(s~oi,asspecified here1ngorasUpc"Qx'edbp'he'En~Pi?!e(!ri Lag'sp3icesint?!sj.cnshallnotbeusedforbarsj)ieslargerthl!n:r'll ))herct);e'oarsi:>ce:;ce'=d3 /rrll,CAj:.!ELD sp3ic"ssl."-...'.". beusedtodcve3og1255ofthe?)inj.Li:~~ yie3.d<.ointstressofthebar.Yestin!.ofC.i))i!LD splice.". '.rillbbaceeonaxandc?ils'~p3in!; gxroccduro iti:G..".inr,." a.,iatisiic(!1'ovalu.'ion. Ki.nimu.") la(),sp"ic(<<len~~'.!is si)."11ooinaccox(janco ':.;it!i.'!C.L3"..-~"-. jul!iip'r'cr)L)ix(.,ii'.Itii~g..jx(.i+~i.~!.J(el~iit~Ll,J'/tall .>c.41.'>i'<<i~)3!'(!'.;,,i.,',~,u <<~lgi1yi<<'i~~1(F,!i'r(,))~q~j1(~,~~~Iij.i,.li.!"t...".((.1c(,i'.i',:;:)iL );"..:,~1~i')..'>("i.0>I!'~.<)n.i~)~.I(:)2<<l',I"'I~0~)i!I;4(3bi}Q3\/LP+n~'cj]j;,(~c.ivi,tav.i)QL"..!cd())&l;a1 J(tJAJL't'-"..( T!LX.".(( 0;:SE:i"a;:t.C3.QCda IXOOi!C.uc COX",X)I'(!iiLO71 IuXT.C..CI'!f)'.".'O".::0 <<(Ji'taj.> a.>JCloc(a.'Ioa'1> S3.SOC'('a~~-,"'.i:;.l.. 00s.QT:0,".T! CTJftleD.;.".;"j.l)gs, 10~i!5".(f'a).L'ITS'!".tixiaf'1"'.SA3..L"7::J'.:7l': O.l'a"L.dJ)'.f!e33.870:>Hjl!l.".'GO~LJXTLt.Ga",.Cd '.Ild'1XL:-.t:)j.".i(di3SQal)~iaIa01Yt'10wl'ct'.LPga'oatc:Jc.XVI'I)c}'0 "b03iii"f103lCOIJJ'ao.'. '".J>;"0.r3..(>C~i-'.-j OJaQt3(a~,'!Il;C'>!Lr(7 3-'.Cn'LJ: (L,<la';J)3'~..>>>'c~vceact'-Checfctl..C atO.JG.'ial(:0;;OCO>ed '~'tera.et'.73 Sh:>3.3bcSd-q!ISXS17'=-(1:..=(1<t, ill1OSLO(OTJ.)(:La):'3.:.!(l'373u+ Oaa(lk'0voiJafuCX'0!!CX'3~-lSL)380-dDj1IjR3Ca.O'"ColYL';-'.I-".'l. boCOStetl"i'-:.gI'CSS0.t"7l.'-'-.i.V7'0 .'".'.ATi:'a J.J:t')I5O..i('.~..l.."3(:.I!Il.a;Pl1be:.'t:..QUx'Ocl bJYJ33.s!fl'5'L(fl!"d..."tcx'(t".1't'i Lncl.u~t.TJf','al;!JL" c-."aOc.'!t"j..(017rCS anyb;-iJ(ePSVZed Ci't'qelbyV:(?iVh"':s" Vcj."'073.C~f0"Jtae-GXt';.SI('1180'51 f"tCQCfJ."i'.li;QL':t. 3.0.S.'JGl.L*"Wt8CCL',"'~ tCto"J.".Yt'IXJ~~'tJa".Gel0Sl'DYIr", CO.-C'J.Gl.p."Qct'~i!J.il~ 'f't'JXl:i!(a f!Oady-:tg.)(o(! Cox'ac)nissjl-.j.lf)0J5.3(ci'. "'1(!ttasgsf)CI"(, d1TJa.ccc3"".a!!lee 't-f:oc'i.CG VFOTJSZOXaeild~t .ait3.(C(7CCT!CI'0'3A3T"t0)QM5atI'J'.8JJ(".I!".Jll~t. c~'O!')Of.J:j.-,"1)JX311"tt3.'QC'(Pi.'eX'3lpctde.(i/)a.IMJt!Val Cet)SC(.vj'llolLb>>'!t0i01iolL!t(c J)Q0fghc('~~!Ltt!Oiibj~d(JQ3't""31of,'t'77(at77-'.iI'Q()ge".7t'tS> 3Tt'tC.J!!Ca3raf'i(lt'tOa'X'C 317VsnattL3t'SI'P.'"0 E3ihlL'i"Tl".'.,O.;~C'lolL!M.013"i L!'4JJ3."..TJi~ SOC-"dS.'1317.L1CG'1a3(7SddcutOT101Fi.:.:."."'hal3 be.t,v.(ii+=:tivfa Q,:ced>3t3j.ta;a.V.li;!:.'l. 'if!oco!Ic'elcrs G..Q3.lbe't33.vcj.'Gd 'tvou!1"33.(x8115dDca'101j"0salt(.t.'J. (coat'pj(atec'. v,j.+2'.i!I 3.3/2ilourso).befoLe~~0dro:nhaQbeenI'evolse". >00I'evol\ttLoxlQ, t)J'1c."Jevex'o.'P. "Zt.a84:SIKE(flet.lltÃodMVP.oxl 0JiPJCFZLlia~'tQYttia'to if'eCCP~L'!34 'd1<'<P(~ctOQ)Il(7l.'7YtX'OdL'~Yi! O.iaalll!=-.!'t.iT.~z3;1(13lt38X'C(ailce(jp 83ia'i:.I'04-da)g'lttao1')Q'iil!7, ltGOOrc'o'",'T t'~i~ta'i~a.II~\~~'~t)Aiii.l.>>*'taa4aiitt~~ ~~caIoful>Jclacc(l4icvr.r)le~uol.Q.I,Jg!e>ro'!d.bolo]Q.cx'RL'r'twTLQjl0!.'-',h(1"ACL Sliholac~.'Once!c!)LrcI'.)te ~)QrfacesaYotl()ber'cv".'Sd7!i<a('rou't'r yGil)-Ccnru.;.Ctor:ha31;7 ";'a:.eQleSL!rfaC"OfVh'O,!Cr!;C SC'.]at.a~L'oo(lk'o.--beCGecncr)neroLierrrdf~rou't'r canb..oogc!3.!1OQr Thecorfu'-'ces sba13hs.'carifledrouvhenL".d;!nd alllai'ua!ce re!!Ovcd. .!d.,(r>'!"CiT!'>'.SS.'i Q)i'ICR'"Ti'!6. 1Tj..)udL'.."r.!LT V.!rIP.L,'L'en@"I sshe'llco!!sist; of:virconforr.='-ng to"".zclI>.c"-lions ..orUQcoatr93 8'w'GssR=13.ev-'Q t'iiY'efor'svre"'-..'.ConcrQYr-. pAS>'~th421-~5cndshallbe'.heBb!r".resru-tensioninr lysi;oaLes!.ienufacturc'.. hyJo.cj~T.".Veso'.x.~Son,Xn."..Thest,elt,c;!cons forprest(('ess:.:(.'onc."eve'L"'ll 3'bricatr'0 v~'ii'h~cfolio'A'ln; col!ajity contrro!t)roc~c'.lirasQeig>~,observed! a,"f"nys.'.cal ".a6chr'$.caltestrPortssha3.1b:sl!omi.'t dtothei.n(rinoer foreachre3.o"ro.Ye.'o..The!;en(';on fabricator shallcutsanplesfr)lnoachcn(!ofa~reelfoll!bLLE'i('ron.lcs(ts auJloCn(Sallot'ue85vh'lSPeol!!Lene ~ThelO.tesvsshellensurethav"vh*Tv'.r(lrup4'>res bsfo..'e~.":).3"r('f thobL!rv~vonpead KG'(harvUl'I'irelGe!!trs'l'hepcsL(!GLro(!ui.Ã.c'ntrsofPLulai>!~421mlH.:;hs+vren>"vi) '-'1."cjsv..elbars't;al3.confor.-;!t,)SL'"'C!..r~L STREGST!'FL <<smanufac+~;!red o;ruheb::.ress'L'eol Coro>ra'Cion "!itha'~uarantced ~"~ni;eauul"LaatcGtrenp.b'aO.".JVG,GCOD."L.ol60i'iK)T'CTTO't 0"!2"'! lock~zlchorssh'..>.3..oe Pro!'n't(! ii!"0sl'a~osr0all.'s.'.!o'::L on'".i'r,":.>>.Lngs. Ti:cr(,cn('on. in.".hallUeo;!LYn'c./n(.:e;i construe';ion. ".L'noton('onCOB.Si:-"uU.O!lShall"eContreLL'U.rr!L(rl'O;.SQ "'r!"..plOr'r'aaRSagVv'I'(-.lctn(rS.?a'Oe"rt(.'CC).IICaAt.-."...;)...,.: ".6!erfulllens"tlsuse'orunbonc'.e'a peedThetype~ponstof.;cggs!lcg,'!()""!'L'>.'(~.-!.'0'f (>!'"lI'"~'j'!"'l')T'>6 !'04l'::. 13";+Lr I0 i~i.i<<:olc.~<.1cv)1c="d:.'iversi!!llt((c3ivcP.~Ulis1"<:ONEd)vhcTcstn"L,:UQ?'"v'); y':8son))olav'"hc3QC()'Cion I!I)erctilecol!CI'.i:)Gc37O"cd.(!hei='v'lcfo)~dai'inn'.; o"concret(." si'ructu>:.'.".!)rc sho':.'n'n tilew3.'P-'f'.<"'"8 '1"'Qjzl</'o.'acedQnI'1'QU').it!)8sub1'a<iQsuDooi"01)1g LPhal').L'.Q<<.83. ann"r.'.)u..d toth"3i.ncscndf".).'cnsions sho:"na'ndshal3.!)8 il':;cof(.'Qbr<..".;)nd organicfff;)vcrial. 'I'nes!bpradcsill<lloeco:!,!3'c(I byu.'?:P.a)I'<'Glfbieccfr'0acvox'D!!dc)183.vyoxat)Lesspf>><G'<ied..'!9(ilO )a,,'!>u)fl do.')s<<vyo')r~e i).i)tel/ 9'Qx'/-olacin..) 4)cconc).'"'i'8 tŽ-'3<3:"""-:s;1ll-i;<1(3roug)3../ '!CtveQ.'ndo".0cond<<.ion"shallco))cr.:"bepl'.Ccc!onfl'ozon::ubgr dcz>awol"i.al. 19FF!Cd/8velIbefo..""an)"ConCPC'te '.S03.<Cd01O'Iilf(K')CiTocl(3.'<.8I'ocl.sha'!3.beca:efu3<y('eanedofalldix'~,P".'a<<jw;33 hogdcgs3scaleLoosefra.():,e>>ts a>>dothercb;jectionaolc sul'.".~vw(::s bya<<"and/ol"v'atI'cv~vin,"-".'ndorcofr<iF!~ <<nd.).lailt1anc('.thox'Qugh3J<!8 t)uod/I/p~)<ZiPplon(3<<ai3i.c ~viOnl'.aa13.bp"<<joll'tovhaK))ll<<incCl'nd<t O'CSv."nE)i"Cor'tOry r)lio"'VoOlCingCOI)C('8'.8 Onnubby<<a<:.8 toimraivther~ioinsnec'(. +hesubg).'adc.. Jtis4".;8intentofheunpinertomaI.<)..p'.:Qtogx'af;l cloco'doehosub:.-ade.fGl'elc(;tee a"Qasofti)QCO'1ua3.nÃ~on vVOHSC".o3.2)2COlC!RTl~Gif'."!2LR II./!'.=E;! <)nd<<'oil'Cu'ra'van(les ShallCOIlrCMbadCDS:.ted'2:ZQCX'ateI'<< 12.3.:)i.:Vl)lS'".;9'i Vi(CO!1BX')...0!IS CQnPcT.'halbeQ!/ovcc)vcda(9in~va'i.'L'scBea').)cx'o)ldll.lions 3.naccol'd-lice7<i"1!!1c(;o.)l!ficndcd '.~x'8%1.ce fol'(lint:IrConc<<'et" vg9rm.AOJ3O'-.v.,".Itd".Ceo,"I;!.81)ded, lpgaticfori'o'v'Ica'.-.her Conc;:(lt:.n/' j!Cl605-5'czcco!Q)avaccolcito"'ssuchasc')lc);i.)a ch3ori.de an:l'I<<C,~<'ll<)<<flCCRCO<7<.<<undSShullnovOSue(.'C)<, 'l!)8..nisiledc<o)lc.':-" ';:BulI'.:;Caot83..!.r.!<Qo<<.'."' Ia.s,i'::%'o'if)on!let'-'3.3;Lc .',,OCi;.."1:-.':,: 'I'::f9-':.0J'E::7":.I:: ~A~l,~>>'j1)'<,",Q)<!(;c';;)", (,~<<I<,>n,il/~pl,'i<)'I...I.!! E...<<'I:!.d':..i<1:!1 it))a'~

yiTk>8'.O'A.i::ot')r )nsul'iric:. -03:0'ol,.cedver';ic.3.ljaf<<r'l013Ga!1(lcorizonv.>.i,<<"urldersl(<<~o.011pre!(>e'}1G].,l0;:,".Wdod 0'.<<;vg->>'.'n.':t-OniOOcrc}aSr~,n>:.f.::;Cl;l)X Co!r>>):12<<>>'h>'nsu.Li;:i'>.Ox 3;oi'.ri.>2-')3.1 3)eone:322C.! t.".ns.i<<lied ir!!ccordalice lait!2ti!0rr>anufa(:tl>rcr' el~:lil>stt10fou'1(iriv'Ci!10St:>xofo"",! SBcd>)!~v}20Dov>C}rer.".ic:.:".. ic};"n(c:;}lell 3)clit8(}:>.r!Q 'uruCt'n8l<$.0<,lJflL'ETX C(X'3'F"r(OL FgPF10'L<.">.'.i!i:ttX TjSTSTrr<<>".mcv'1r<<ej,Qu<<GG, t/)r,'icpo;;8(1)./isis'c';illol:val0v,<<nSerijcesof.":.Tc"-'vina L<<'.'Cr-torY ':;!r<<.cj2 >0).31,Dri>ol'4):i!c ~ontrnctor Co!l'>riencinri CO"icX"i'1'iorj(.r08')reLirc'Q.POX~'}8Xer> cl!ic.tio 1GOfco!2tro...>cd;i>i':GG !;)in')!c is~t(:ri",3,". pep"GecanJconsiste;2cice Guitablofo'he;icrj( i;1order"sdetorrl>ino the."ii.zprocort:>0>is neccss;:r<< to!mucoconcle-'8 conforr.='22@ totb:tyoear!dstror!give x'0.l!'>re!'i;n'ts 0:!3.30<<(,. fol"}!Groinoron'U>8IJ?"';El.'1f~s, fl+'~reQF'es shP13>be'teste('n ".Ocox'der)('8 "lltr"1i18lateutrod'.ionsoft!:8fnl>3@xing PS:>>!':!)Gcificetions: C20,C40,C127,C3')8"n('33(:. ~..Corflj)rcsoioll uos'vs.,Gh1=11con'orLQtroflSJfkS})('.Oi..icclt:.0PQ C3)J.>Gn(iCl+2iD$>>LQGCont>2'Pc uo).G}1G3}.O'4'or:Q.t to~518iQslirlc>LaborBtory ".Guf"".cen%t-:.ri.boxol"conc-"-';=- rorj(villccrr.'unco all.Concre-0i!)pre.".::.8.lies roquir(>d byu}1-TesujnjLe)OX"~uor<<,'OX'le'0 pre33.0'ests>> ~:Theorocortiono forVleconc).'8t!) >71(CGvilli})(dc'vcl"."ii.ned by>c!Oti}206 2ofS<)c""ion 3wofl'ro!>sed flC.':303."Xrc!".,"}!croin'Co>ore Gpacii'iod. 3~8T}28.".ngineer G}1.3.3.3!nveth8).ig}rtz1Gj(oe(jJrsiv'!.ents incol!Cxic'iepro@Dr"iOils"fn-CCG>GX'y'torlree"t<<'10ro(,'uireb<<"-Iltrs 0ftr!1CGNGOecifi0'<<t<<}.0210>> Jn62event;5!cCcn'vrector x'uxnisrlod reli(l'ol( vestrocordsofcotlcr~'rzdev>l.thrr.;1'ueli;lG fx(>11d!eGcmcso!:locoendoftjlcG.".mQui~liv<<illcoMoc'~to!1 'iJ1cu!'10'1'vrror;ip'Glenill3.ox'lpcs'troft18Gtrle!1P';jt>csv<8r,l)c<<-."ie(j31,.);1-', ni!Ofol'0 >."[c>yhep.'Gi<<GGQy<<<<ul!8Lnpineer~~<<C>>~~GOD;,Oc'v !Oi"8'e'!'io Gll)~')rcdisiorlsi'ntc!cc-n'h':1y(rfbx>.ldinp cc(!88orCi'J3nan>ces(i'4GF8f~oVel'rli.'1>c',:!Qtr}!OX'i ty~'j>>FjFFc,r>>>>rc'wn',", F;~)si':owe!Qlrw'FFeeFnri'>}1~>F"'r<<>'~~3}ll.<<)r~c>>>>>~Ci0i3)4)%(ilCic4<<1'Fr(>(V10,i}reC)l(iG>>)rl)JF(~(t'<<rllV~',*<<)\CC3,'1>I1rt>w~~ir'W'i~~>+~I(".!.C"8' ill>.r'". '.t'orl".'.)".'.'"..G')"( t:)':"uV'C.V.:1'vrro ii'.('1P'0<</,1~~'F~c8>,~>~~l1lr>~~%t\F',',<<d(F(F(>.~1><<c<<X(F>1l'>"">7~~C'ice"")E;> '.<".C'r"(lu'C01C"ncc'.~11<<'."~K<<'"0(>'l(.l.'<<',}(XC>1'"'F.11.>>!'1:.";.'1 Or.1"0(.;p('"<<"..>) '.'<<G><<'>>l!0>>! )ll'.1.i'(~O! p3':(:C'.!!F(.,"r~1l,><<1"~l'>FOC1<<-'1<<,1F>a')(,'1,',Fil':'r,l;'>r,(>>>>(>1r.}i<<';$'S 8end"'r."remxi!)in'v'>.'o cylin<!Crs ab2!3d:.!ys.Slunntc.",;;s;vill L.mode:.vr!!di.!i".,!).".minimu)>. ofonotesvforeachlOcubic.-"!resGlŽ@nore"Gpic"..Gd,alsos3.))irpt>est".i.illbonadconvhcconc'."'>o ber'chusedfo.~".s'vcylinders. lj~"~(l)+81Gin'>)he'..venCv>)!LvcoRcrebeisg3!!reddil:.'1!)~P f:".CGA:>.ng v>SGthero"Qa'v"frcezeise::o-.cv'd (!ia";:;n,;"Qc rurin;-sriod,"naddi>'io))al cy..iI;d':: '.)i3.7.'o.".'>-!ds fore,".chsotendbecur.dund(QLA')J~icondit>ion8t.>e3hl'iOf'3he~'vrut>i)"(L>ic:h).t>l'o"4QsenG19,3Ti)SVj;il!1,!JATOS(Xf T!)esvsluc)tion cf".3v'"Gsults">"'l)oin-"ccord!x)ce .'i'~!)ChQD~v1'(of~ropose'.t .-".:T.331.Gufficint,i)ss'i)s'.illbeconducted toprovidean::vel.:..>>"..On ofconcrevestrengti) inaccord::,nce )'!iththissgccificQt>ion ~19.4-Ear.Cr:t;:T C:":'CJL.:.".'. )ihenever 3.'c".s".";..': ~!)e'est, or"t::~e7x)boretory cilr,".dcylinders feilcomeeti'>))crogvirc>m absetfol'hin5)isspecif>c:>t>ion. Q!elepineerendforTosh.ngLs>borewrg SI)OilhRvcthcr'.-".)b8tv))eConh~'ecvox'ezc>'n>se

">0cP-dOraerch;;,)L!es
$a'thopzopoltionsor",.themixtoincrc~seta>>sCrengt!loHe!U7xeo'dQ.-'ona"i'estsofsp"ci!Iens curedea>tirely ))ndexficldcondi'a.o)>s. Ordexchargestoimproveprocedures forp)'objecting andcurin(!v!sconcrete. '7G()uiro eddivien<!1iceto>3.nsccordsncc ">it>)'.G%:lods ofObi(ei));.> snG'Resti).rigl>'.GdCores:aco"'>xeQ)."G"PsofC')cro'"'! 'ia"..'e.CJ!2-6)!!(,/If>>:).:5~yU'ZQlec.'.Ors!>>Gn Y>.o).Gc.testsf>)~.~.topl'ovsconcre'('>o i.>ox'i2)Gspcc3.f3.ed oil!iJ.".5';Tpt>hcthecoriclc'ce)orl;-;s'direct,".d., ':.llctShetl!",'1thecus~.on.".ble Co)3)'iiectox'63>'pBI?SG ADVEKPi4HOelTOTEC!iNICAL SI'LCXFICATXQNS FOR~STRUCTUI.W~. CaNCaWEFOILTf!EBROOKNOOD PI%MTUNITNO<lOFTIIEROC'rIESTEIK GASANDFLEC&ilCCORPORATION ROCHES'LYB IENYORK4.0Cl"'ZATSecondlineafterthewords"TyI~~XI"insert"for@odorateAM@ofhydration" ~8,0FOiBDOi>X SolGENERALAttheendofthisectionaddthofo3>.owing: "Allox!closed edgesshallbechmferedo Thosizeofthech"mt'erstripshallbe3/l.Mchesunle.sotherwise notedontheDra'ringso" 30.0JOIKTSANDQIHEDDEDXTI<S10elCONSTPUCTXOR ITIR!SAttheendofthissectionaddthefol3.owing: "Construction JointsurfacesshallboI>re~cdforthoplacejfent ofccncretethereonbycleaningthoroughly witht>irebrushes,cantorunderpres"ure, orother!>canstoremoveal3.coatings~ stains,debrisorotherforeignnt;eriaD.~"lOo4AIIClIORBOLTSAI'3)PXPF81Z~/EQAtthoendofthissectionM~dthefolios>ings "E>l:bedded itemsshallbochccIcedforlineandgradoafterconcreteisplaced"lloOI!LKINDCQk'CRETE ll2TRANSITI4LXXKGAtthoendofthissectionaddthofollowing: "AsrccIuirod byAS'Q)C<)4-65a33.truclcsshallbocquiI>pod'ith arevolu,t,ion countor." \ ~<<2<<<<11~6BATCHRECORDAttheendofthissect,ionaddthefollowing: uAsroquiedbyASTk~C9$-6gthbatcht,ickotsha'U.alsoincludethetin.eloaded,amountorconcreteandreadingofrevolution counteratfirstaddit,ion of.';atero" ,14oOCURIL'QAND5'ROTECTIOW Curingv;-thodsdetailedinACI301<<66shallbousedcvzop5thaCamethodotherthanusingacuringcompoundshallbeusedforinitialandfinalcuringofconcretointhecontainnen~ shello19oOQDALXTXCOHTBOL19<1PiKLQQHARY TESTSInthesscondparagraph change"Section309"to"Section308",192FIELDTESTSAttheendofthethirdpmag.aohaddthefolio:wag. "Thiscylindorsisalbebosomedat'8days"Addthefollowing addit;ional section.'~20 oOle%RThechloridecontent,ofai.ing~mtershallnotexceed100p~>andturbid55y shaU.notexceed2000cpm." DYE10.-17-66 Revisedli-3-67ADDENDUMIIO.TOTECHNICAL SPECIFICATIONS FORSTRUCTURAL CONCRETEFORTHEBR03iY'iOOD PLANTUIGTI'IOo1OFTIIEROCHESTER GA5A.'JDELECTill'C CORPORATION ROCHESTER~ M"U'lORKAddthefolloii~g section:"20.0'RGUi'JDXIlO 20olCONCRETEREXI'PORTENT Allconcretoreinforcerrent embeddedinthesidewalluptoElevation 252'eetslnllbemadeeloctrically continuo:is bybondingallsuchitemstogetherbymeansoftheCAD::IELD processArcweldingconcretoreinforcement, foranypurposeincluding Choachievement ofelectrical cn>>tinuity shallnotbepermitted unlessnot,odotheria.se onCheDrawings. StandardCAD<'IElJ3 poridershallbeusedtoireldcopp..rtostocloThe,tio3dingmaterialshallconsistofacopperthormitmixturemploying tinmtalinanamounttoeffectively constitute from~i.5percentto5~5percentoft,horesulting weldmetal.PiortoCADllELDL~IG thesufacofthcroinforcoz ntshallbecleanedfreeofrustandrillscaleandfiledwithacoarsefileorgrindingwneeloEveryprecaution snailbetalcontoremoveonlyCheminima~petalrequiredtoobtainasmoothsurface.TheCAD'v.'ELD processshaU.beperformed inaccordance irlththenmufacturer~s printed.instructions. Thoconcretereinforcement shallbe>r~ideelectrically continuous atamnimumofth."eeloationsprcircumferential ringorverticalbarandshalloobondedtothecontairment lineratthreelocationapproximately 120'part. Thebond,connection tothoroinforcomsnC shallbostaggered intheverticalandhorisontal dirccCions Coprovideaminimumdistancebetweenconnoct,ions offivefoot.Thostaggered patternshaU.berepeatednomorefrequntlythanforeveryfifthbar.ThcCADYKLDspliceusedfor1I,.SandlQSbarswillprovideelectrical continuity. 20o2Tl<iIISION BARSThetensionbarss)iallbebondodtogothorbytheCADUELDprocessa>>dadi".'ct.bond;sado tothocontainment li>>oratthroelocations ipproximatoly 1"0"apart.Thcconnoction tothoCc>>sionbarshallbot,othcoutboardfacoofthanchorplatoGILBERTASSOCIATE~
INC, ei.bedded inthesidewallMellawayfromthol-3/8inchdiarrater bar.20+3LIMITALCONDUITThsmetalconduitfortheside;;~ll tendonsshallbem-deelectrically continuou fortheirfullheight'oytao!cweldingatthroadedco>plings.
Theconduit"shallbebondedtogefih"r atapproximately Elevation 235feetandadirebbondradetothelineratthreelocations appro::imate+ 120'part,.'XLDEPiT ASSOCIhT""S) ZiXC. 9ADDZHliUH HO.3TOTECH!APICAL SPECIFICATIOi~lS FORSTRUCTURhL CONCRETEFORTHEBROGiiVCOD PLAIV.UillTHO+1OFTHEROCHESTER GASANDELECTRICCORPGRATIObl IKCliIESTER>> IWi'/YCK<10,0JOXilTSAg)EIQEDDEDITi~~"IS10,3.COI'ISTRUCTIOil XTEHSAtthcendofthisseci;ionddthefollosnng: "Oncontructionjointsurfacein'cheContainment Vesselincluding a13.vorticaljo5,ntsinthecylindrical bollandalljoini;sinthedopeanepo:qr-resin compoundshallbeusedt,oboindthcnetconcretewiththeabut~in@pov~.The.epo~-resin compoundshallbeoneofthefollowing: a.Epo:o;ice field-Serviciscd PrcductsCorp.b,ColmaBondingCompound-SilvaChemicalCorp'.,EpotoxBondingCompound-TochBrothers, Inc.Concreterurfacopreparation and~hemixin;~andapplication oftheepos-resin shallbeinaccordance withwhomanu-facturer"s pr'ntedinstructions. Ego."g-resin cori'pounds o~h"=rthanthoselistedhcroinboforc shallnotbeusedunlossapprovedbySheEnginer." II DEC2-13-67ADDHHDUI4 170.4TOTI&TECHHXCAL SPECXFXCATXOHS FORSTRUCTURAL CONCRETEFORTHEROBERTEiYNETTGXHMAHUCLHARPOz/ERPLANTUHXTmo.1OFTHEROCHESTER GASAKiDELECTRXCCO'RPORATXOH ROCIIESTER, HENYORKAddthefollowing additional section:"21.0NATERPROOFXHG 21.1GeneralTheexteriorwallsoftheContainment VesselandAuxil-iaryBuildingfromtheedgeofthebasemat/ringgirdertoElevation 253'-0"shallbewaterproofed ontheout-sideface.Thewaterproofing materialshallbeasmanufactured bythePlinth':ote Company,llewYork,H.Y.,orapprovedequal,appliedinaccordance withtheman-ufacturer's printedinstructions. 21.2SpecificRequirements Concretesurfacesshallbedrybeforeapplyingthewater-proofingmaterials and"hallbefreeofallzins,tiesandsimilarprojections. Allholes,voidsandhoney-combedarasshallbefilled,patchedorrepairedtoproduceasmoothsurface.Thefirst.application shallconsistofathinpene-tratingcoat.ofAsphaltPrimerappliedattherateofonegallonper100sc[.ft;Priortotheapplication ofmembranecouxestheanglesattheintersection ofGXLBERTASSOCXATES, X11C~ DEC2-13-67Page2wallsandbasemat/ring. girderandatcornersofanyoffsetsshallbereinxozced withanadditional appli-cationofI'.OIifOPOPJ4 compounQandYELLOWJACYETglassfabricwhichshallbeallowedtotacf"drypriortotheapplication ofthefirstcourse.Twopliesofmembranewaterpz'oofing shallbeappliedusingYELLONSACHETglassfabricembeddedinGI1R-100compound. TheQuantities ofcomponents andtherateofapplication shallbeinaccordance withthemanufacturer's printed'nstructions xorahydrostatic headox20feet.>%erebacl:fill istobeplaceQagainstthewaterproofed sux'-faces,panelsshallbe'urnished andinstalled topro-tectthemembrane. Thesepanelsshallbe1/2."thiefPlintfcote asphaltcoatedinsulation panelsattachedtothemembranearithspotso-asphaltplasticcement.GXLBERTjASSOCXATES, XMC.
V~~~~DEC3.0-3.t-67 OADDEi'Kv'!i 'lO.5TO=TECHIiXCP LS~i";CXI1CAT30"SFORSTRUC'TURAX, COZCRVr=FORTHEBROO'C:.OOD 'KIlTU~IXTI'IO.ROCHE"'STER, Gi.SP.ilDi"'LKTRXC CORPO~d<TXOlJ RQC;l~iv<ig rJ,'i:;I3'Qg'Mdtahefolloi'll'p~ sect1oil:"22.0Pr".uP'.KT CO<~tCRKT", e'NeccaiedontheDrair~a.-s.'hrv"turnx'equ>.re.".';cps forPRZPA'i(T COil"ZTEsha3.:Lbeiriaccordance;riÃa ~he"GuideSpecJ.-fications for.'".:"'PAiii'Oi<CPU~'Z" asp:.'e"..ared bytnePrepa!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'I h(:~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'/rviavwa a"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 ADDENDPi1 NO.TOTECHNICAL SPECIFICATIONS I"ORSTRUCTURAL CONCRETEFORTHEBROOlSJOOD PLP~VZUNITIso1ROCHESTER GASAM)ELECTRICCO~iRATXON ROCHESTER, m:rYORK101JOINTSQSEllBEDDZD ITEM10+2EXP(QJSION JOINTSAtthecnd'ofthissubsection; insertthefol3.owing: "Thesealantforallexpansion jointscrithintheConta~'>ment VesselshallbeDo:JCorning780Builds.ng Se3~.antasmanufactured byDoeCorningCorporation." ~~4g,gPiiHLXIQi'JAP.Y ADDEIBUII I'IOo8TOTECHNICAL SKCXPICATXOIG POQSTRUCTUML
CONCRETE, I"OR'TI.rSBROG.QSOOD PIAiiITUIGTMOs1ROCIDSlaR GASAPJDEJ~~CTMCCOliPOHATZ01I ROCHESlM~
IE'3'I'XOiHiAStheendofSection22.0PMPAKTCONCRETr",'dd 440folloTAllge 4P"Thereshal1benoretemperu~ ofPrepakbConcrete." fsIefDEC2-28-69PHELBIZI8'Z<7 ADDEIDKIKO.9TOTECIKZCAL SPECZFZCATZOIIS FORSTRUCTURAL COi'CRETE FORTIFBROOIG'IGOD PI/ill,'IITT I'!0.1ROChŽTHP.GISfiNDEL>CTRiCCORPORATZOil ROCHESLM~ iv"8'fYOIIKDeleieSec'~ion21.0VATERPROOFZKG initsentiretyandinsertthefollowing: "m.oiu,rnpRoo".xtr/wire
piicozxw, 21.1'"ncralTnee:c'ccrior walloftheAuxiliarBuildingfromtheedgeofthebasemattoElevation 25)'-0"andtheelheriorwalloftheCont~i.n!aent VesselfromtheedgeoftheringgirdorioElevation 235'-0"shallbewaterproofecl ontheoutsideface.Thewater-proofingmaterialshallbeasmmufac~ured bytheFlin~kote Compa!Iy, I<a:rYorI<,I'IewYor!c,orapprovedequa1,appliedinaccordance w:iththemanufacturers printedinstructions.
TheexteriorwalloftheCont,inmentVeselfromElevation 235'-0"toElevation 253-0"shallbcdnwpproofed usingPZIJIiarinelfasticHDasmanufactured! byTochl3ros.Znc.,Paterson, NewJersey,orapprovedequal~appliedinaccordance Itri4hthemtu!ufacturer's 'printedinstruct'rions ~21.2'klaCs~r~rooi'in ~Rooniromsnss Concretesurfacessha11bedrybeforeapplyingthewaterproofi~i materials a!idshallbefreeofallfins,tiesandsimilarpro-joctions. Allholes,voidsand.honeycombed areasshallbefilled,patchedorrepairedtnproduceasmoothsurface.Thofirstapplication shallconsist,ofathinpenetrating coatofAsphalt,Primerappliedat,thexatoofonoga1.1onper100sq.ft,.Priortothoapplication ofmembranecourse,.thoanglesaCthointersection ofwallsandbasemat/ringgirdorandatcornersofanyoffsets;;i!a3.1 bereinforced withanadditional application ofIIOIIOFORII compounda!!dXELLO'IJACI(ETGlassfab!icwhichshallbcallowdtotaclcdrypriortothcapplicat,ion ofthefirstcourse.Twop3.iesofmcm'oran,"; wat,rproofirr.,hal3.bcappliedusingXx'LLQlJACIG:TglasfabricembeddedinGi".;1-3.00 compound. Thoquantities ofcomponents andwhorateofapp3.ication shallbcinaccorclancc withthemanufacturcx's pI'intcdinstructions forah~xl::ostatic headof.20feet.s.Nherebaclcfill istoboplacedagainstthcwatcrproofcd
surfaces, panolsshallbofurnished andinst;allcd topro~oct,themembrane.
Ti!cepa!!ciahallbo1/2"Chic!cFlintlcot,c asphaltcoatedinsul,tionpanelsaM;achedt,'othcll%lbrancIfitllspot,-ofasphalt;platieccmenh ~~giCreQt21.gDooooo~roof i~Rsqairemont oDKC2-28-6gPage2Concrete.urfaccshallb.drybcforcapplyingthedw~.pproofing TiMterivQQ andsha33.befreeofallf'nstiosandsire.larprosections. Allholes,voidsandhoneycombed areasshallbfilled,patchedorrcpaircdtoproduceanloothsurface.Allsuri'aces shallbofreeofdirt,dust,iceetc.ApplytlTospraycoatsofRBJ4'arineiAouidDCcDtoatotalth>>el<ness ofl/oinchoverthcelltil'eMs33areao Qi:JiJ0}}

ML17261A149: Difference between revisions

Revision as of 12:32, 29 June 2018

Contents

Text

SUBJECT:

DearMr.Ziemann:

Response

Response

Response

Navigation menu

ML17261A149: Difference between revisions

Revision as of 12:32, 29 June 2018

Text

SUBJECT:

DearMr.Ziemann:

Response

Response

Response

Navigation menu

Search