ML20141M049

Rev 1 to Finalization Program FP-7 - as Built Engineering Walkdown Guideline Phases 1 & 2. W/One Oversize Drawing

ML20141M049
Person / Time
Site:	Vogtle
Issue date:	10/03/1986
From:	Abua E, Fraser D, Holtz A WESTINGHOUSE ELECTRIC COMPANY, DIV OF CBS CORP.
To:
Shared Package
ML20141M032	List: ELV-03597, Forwards Addl Documentation Re Use of Forged Fittings,Per Request Contained in 920310 Summary of 911114 Meeting W/Nrc ML20141M033 ML20141M042 ML20141M049
References
FP-7, IEB-79-14, NUDOCS 9203310250
Download: ML20141M049 (178)

Text

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PAGE.003 NOV 2091 ~7i49'

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• Y00n,E FINAL 22770!! PROGIIAM TP-7 -l AS-BUIL7 EUCI!!TDtII.J l'lJ.MC11N GUIEELI!!E Phase t & 2

' 1 FF7.P1 ReiAsion 1

- October 3.1986 Essenvel Abut

.Alex Holtz Wade'Faires'Jr.

Approved

.f.

D.R. Ptaser, littager- ,

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• Vogtle Final Desi6n Verification i:

' ' Referoces: CPC Frc' it File %7BD60 a

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. l 9203310250:920326 )

PDR ADOCK 05000424 P PDR

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PAGE.004 NOV 20 '91' 7:50

. PAGE 2 0F 39 YOOTLE TP-7 A.4 BUM Ei!OIREGIHO 1%KDOWN CUIDELINE VfTN Procecure FF7.P1 P Record of Revisions i

E.tLif.10n C. 2311 ,D;rM3e O 7/31/65 Initia.1 Issue V-Ellbic-06925, A. Nit:

1 10/3/86 Cenatal Revision to incorporate current progran require =ent.s.

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PAGE.005 t40V 20 ' 91  ? 00

• PAGE 3 0F 39 V00TLE TP-7 AS-5UILT UALT.ICHU CtTIDU.IM ,

i TP7.71 I

' i TABLE OF CONTYNT5 i

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,i 1.0 Pur pose t.0 Scope t ,

3.0  !!ssponsibilitten 4.0 Project Interf teas F0 Dravir.g sed Document Dotirations 6.0 rivM Walkdovn Prc oss 6.1 Se:cary or Vbek flov ,

6.2 Description cf Wikdown Activaties ti.3 thase 1 (755) ValkMwn i 6.3 1 Phase 1 Pikin6 t'alkdoVD D&ta i 6.3.2- Phase 1 Support Walkocvn Inta 6.3.3 r.=beded f antes 6.3.4 Structural IWisce Steel h 6.3.5 taae Plateo 6.3.6 Walkdown Documentatica 6.4 Phase 2 (100%) W ikdown 6.4.1 Additional Phase 211alscown Oata 6.4.2 Re71 sed Iray1 Ass for Phase 2 Valkdtwcf 7 'D Fo st.)'alkcorn Packaging 7.1 Ettess Tolders 7.U Support F01ere 73' File Tniders Y.4 Post.h c%tging

!! .0  ;'ctusta Ter I.uformatien (RTI's) ,

9.0 Suole Tetrus f

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l NOU 20 '91 7:50 P40E.006 PAGE 4 0F 3$

V0071E TP.7 AS-EUIL7 VA1X*.CV!! 0711nI! T 1.C FDXf085 This dnou::ett ; ovides pidelines for perfeccing the V5MD field walkdowns in aupport of t.he Vcgtle Fira11xrition Program 7 - Pipirs, and Support P. econ 0111ation for IU 79-14 cloeo out. These walkdovr.s are done on applic4ble piping .Systeus to provide an independent engineering rev t.ev of the at-built drawings that are provided by the piping conunctor, and to provice supplanental field data for the recon:1112tien engineera.

The VSA!U reconciliation rect; ram utilizes the as-built data provided by the piping contasetor to tbs fullest extent possible. 2te ,

ValkfoWn Trogram that supports th18 reconciliation dea 4 nJt .

Andependently verify the as. built dicansions trovided by the Fiping -

contenotoa uader their quality centrol progra=, and the vaikdown engineers are not certified QC inspecters, althcugh they meet the cenatal experience and educatio .nl requirteents of ANSI IA5 2.6.

The Vestingboute valkdown engineers c,ay, tharatore. Freride the previously mentioned supplemental fie.\d data fcr use tu  !

reconciliation under tbs VSUU / Westingboase Quality Asstrance

regr an.

The TT-7 reconcilittion tror, ram is ;*rforced in two pbasen. Phase 1 la the in!tial review vben approximately 75% of the supports ard all cf the pipics is installed on a \ine. In isolated cases, V-Scu cay accept packages ffcc f?P with portions of the pipe omitted. The Phase 2 rettev occura when 1005 of the supports are installed and

'as-built' by the piping contracter. The velkdown trogram is structured to support these two titaats of reconciliation.

2.0 T4:0?r The FP-7 valkdown prorf an opplies to al) pipiy coalyticu packayes (annacks) within the scope of the If 7914 bulletin. ' bene incluco j

all A!!W lines and additiccal ron-Ah!Z lines that are defineJ to be

! sufficiently critical to plac?. operation that they are reconciled under the safety related procederse. T-50% provid1d the initial scoping list to GPC under a gre/ious engineerig activity.

Due to design chan5ee an# Dofified scoping requiremente, this list cay change from time to tape. The punch 11sts issued to GPC af ter .

Phase 1 reconciliation, as described in the FP-7 Program annus1, <

l trovide a uettc.itive litt, of anpecks in the IE 7914 pro 6 ram.

t Engineerir.g field walkdovns will be performed on all FP-7 a:: packs.

f occasionally, sbo piping contractor as-built ;eckages will bive 1001

' of the hangers installed for the initial Thase 1 review. In thia l case, the thate 1 valkdcun 6uidelinas will apply.

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'AGC+007 t400 ZD '91 7: 51

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Phase 1 utaittal is based on a target of 75$ installation for supports. The cesniaant ent.inears cay elect to accept a Phase 1 suboittal frets the piping contracter (Pu11 tan Tcvsr Products, ce FFP) with fewer than 75% of the barger's as-built. Thin aatton does not jeopardize the Phase 1 reconelliation troonsa, and does not e require any other engineering approval beyond the tvCuttant e nginee r s.

The it 79131 bulletin also requirea copidoration of Ituited clearance conditions on the piping syste';s. These cooditions, or

' Aattle Points', are considered in a serarate suddeline under the TP,7 prograu, and a.re out aica the scopw of tbia dscunent.

30 AE8Foll3I11n,ITITA Pu11 tan is rentcosible for providing Ptsse I and Phase 2 as-built isotretries and support dravir.*,a for each TP.( arm 3ytical package ter the scoping sheet or puncalist. p'0Vided by 750%. ,

Ctc hantructice is responsible for coordie.rtin6 the inte:' race t;etween VSMU and tu11can toe the as-built smokeses. In this catecity, the CFC coordir.ater receives the packuses issued by Iu11 tan, logs and tracks the pach,gos, and transaita them to the VEC nikdown cocrdinator.

7SAlU is responsible for engineerin6 valkdowns cs all TP-7 analytical packages. The walkdown puckaces Will be provided to the responetble engineering organization (Dechtel or Westinghouse) for s formal reconciliaticu.

The walkdown troup in TSAlfJ is d<taignate,; as the Pipityg Syster.s is-luilt, oa psi, group. P3A will also p rform the ent;ines.aing lis1kdowne for rat 11e points, 3

4.0 PROJt0T IliTMF&tXS .

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• FP-7 ergineering walkdowna util tra ' &e-Blilt, Uithin Toleranca' t-awirge free the tiping installation contractor, Pu11 nan. Thee, Pn11 tan as> butit drawings provide the design ba sta inpat for the IE 79-14 reconcuiliatien.

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The FP-7 reconciliation vulkdovna ce not utiliza any othe walkdown data from othme finali.ention prograus. Ibvarer, stie TP-7 prol; ram dann interface with the FP-14 $41er.ic 5eparatica program. This 1 interface to desta-ibed in tbe FP-7 tattle Point Guidelino.

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PAGE.000 NOV 20 '91 7tbt PAGE 6 0F 39

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l 5.0 IleWINO iWD 10cm3t!T IFJJUITIDR3 ,

l The followirat drsvicca and detunects are considtred in perforcing l valkdowns and completing Mckages for rec 3nciliation Raikdevn 2soustrie frautrgs . We N11can 'an. built witLJn 1) tolare nc4 ' piping iso:setries. neae include the pink field e,opies and the wnite red 11Is copies. The pink oopies are used deir4 the walkdown to notate field data. This data la transt *1 bed to the Whit t copy 1.n red ink (hence the redlico acconciature) and the tedline becomes the copy of record s'e*

valkcown it. formation.

7) Valkde.vn Support trawing - The N11 men 'as built within toivance' support drawir4a. These also includt pick field copies and wh'. '.e redlita, copies.

3) di&!.15tructural Dravir4 - ree.htel drawings used for locatir4

L'Mds, huse clates, and fer ganaral reference.

4) Otructural ?!tel hwinfa - f4chtel dravtr4s that are used for identification of beso number.s and loonting connection pcants for a oferotice.

3) Orthorraphic Drawini; - Requir6d when necessary for colu::n J c oatioca tu containment and Setoral rnftsence.

6) Penetration frdta Sheet - Rotuired to prcnride the pipe stress 20mlyst uitb cicaranoss for pipe Mattrations.

7) Embedeent Plate For'n e This form is used to docunent the )

aurport t.ittachcent configuraticn to the embeccent plate along with 3.rta violations.

b) Wikdown Isomett<io and Support Checklist . These forcs are to be used dwing the walkdown to assure that all itans are verified.

9) Deviation Report Haquest Form - This form is to te unod to id4ntify ;,0tthtiki nonconforcances. The form Will be sent to GPC/PPP for the purpose of init.inting a formal deviation rerort.

10) Valv4 Idetr lfication Torn - nis fore is to be vaod to identify venkr, tag number, and pressure class intornation for each valve on a given isometrit,. Bis interraation tay be added to the itoustria in lieu of updating the value !.D. form.

11) Response Spectra Seluction form Tain form identifies the '

hit;5 ant attachrer;t point of the supports ta the buildings and the attachment to a building other than that specified by the isometrir support dravir4

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pear . nso Nov Pn 'mi vier DAGE 7 0F 39

17) Talve Ori.tetation Form - Ria fora is to be used to satv the c.'1Litatto.1 of valve o;cators it not provided t:y N11can.

13) Rattle Point identification fore this form is to L4 ured to ideatify rattle pp10ts fcr it.ter consideration.

14) Deleted Sappert Tors - This fern is vsed to identify the supports ehcun on the noopir.t s!.est ce punohitat that have teen deleted.

15) Yoct;rint Lead Request form - This ferm to used to request loads free rtter discipline's hangits that attach to the TP-7 oubed and vie. late 3-minimum criteria.

16) Ecbed Flate tlse 11, quest ' Form - The form is used to intorn Bechtel that a been plate is installed at a cartain location.

6.0 FIELD VALCOVN PROCF.33 6.1 Smu.RI 0F VORE tW ,

Listed belw is a sur. mary of the arquentid flow of work in the walkdown sad packagics process.

1. Pullma as-built submittal to OPC

2. GPC trar.wittal of to built anpack to fSA 3 F3A pro.-valkdown rey Aew and pre-paekncin6

4. Tield walkJown

5. Transfer of valk6own data to redline drawings

6. Packagir.g for offsite tranrettts.1,

7. Offsita requesta for ictorsustion (RTI's) 04 pr.mmaram s ut a sev e n ws 4 44 6w Based on the oricirW4 analytical scopics provided b7 VSAIAls Pu11xun absenbles me-bu,ilt data packages for nach pipirJ; analytioni. These consint of the e trrent 'a> built within toleranus' loometrica and suppert strav&ngs, or tbs latest revis$on of non-asbuilt supperta, with all open charge noticts or field problass. Pullman fo*mally tranacitA th1D PAChagt to the CPC ConttructiCB afe built codrdiA3 tor.

CPC Iccs tht' receipt of the package, perforc4 a reviW for coupletonnas, and forwards the packago to Lbe V341$ coordir.at.or in tbe PS A valkdown grcup.

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. i 7 HOV 20 '91 7tM m t.0t0 PAGt 8 0F 39 The PSA walkdown acordinator logs the package sad perfore.n 4 comp 14mrson review to ensure that 111 requirco isometrie and hanger ambutit cravir4s vece trenicitted as identifie d en the 80001:a sheet (Fitsee 6.21), and that they are nr.rkow as 7H or 1005 as but'.) r*v isions, If tt e tranaatttat is not complete, it is g rejected t4ck to Minsn via the GTC coorcitater for correction.

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• p e.vad.asins' task is perferned to ri epre tee anpack for assignaont to the finid walkdevn teams. Pro.pckaging obtaics the pihk volkdown uravingo trou drawing control, r etrieves any grevious renline r.arksd-up drawings frr.c previous walkdevns, (wnen ptrferntec Phist 11 walkdosen) and revaws the anpok for coupling to other M cka ge s.

L Anpacks are easigned to the walkdown tear.3 based on current systeo triorities try the PS A coorditator. The scope and cantent of the valudowns vary for Phase i vs. Phase 2 packa6es. Details of the walkdowne are $roviied in the ic110 wing sect 10ts.

The field walkdown data is marked on the pink walkdown drawings or e one of the standard forna. After the valkcovo, the field Jnferestion la transcribad onto the fornal redline white copies of the drawings. The red 11 ass kre stamped 'V3111179-14 heoonciliation' and signed / dated by the walkdown tsan nebberti. The walkdown

- er4At.esrs chack each otbor's ewk to e*iare ti.e accuracy of the redline s.

Any noncontcrains itens seen during the usikdown at a documented on a devie. tion repet request (DR!t) to CPC. Exa:ples could inaude an iccorre'.t assenbly type, or a deleted hanger that has not been r ebov ed. The valkdown engineers are not perforcing QC inspretice, however, and are caly ne, ting a;Mrent nonconformanoes obritaved

. darin4 the norcal cotras of their job.

After valkdown and cr.rkiLC up th's redline copies, the pacPage is given to the 'NckS61ng' sub.6roup in }3A where wdditional data is assembled fo" both th9 pipe stress and unpport portions of the aralytics1. and sufficient copien are nada for the offsite enginetrant offices. 'lhe pekacing activity is decuribed in detail la Section 6.5,,

Tha lead accines.* then fornally trans=tts tha cocpleted package to the desit.nate,t office for raconcilitition. A manple tranaaittal lette:* is shown in S$ction 9. This letter also etma as a check 1 Ast for the transmitt.al.

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WU TO ' 91 7:53 PAGE.Cil PAGF 9 0F 39 63 PRASE 1 (755) VuxtcVN The Phase 1 engtueering walkdown is perferned to review the piping configuration against that shown en the at-built isometrics (to ensure against scons discrepencies), and to d efiew hanger configuration to that abewn en the as. built e'apport drivings. In addition, certain inf 6tuation not included on the Pullrat abbuilt cravings in u. nod ty the reconciliation engineers to eliminate emasively e neervat ve astucptiens that could result in unnecashary rework. The valkdown en61ceers are reepcasible for obtaining this supplausLtal .fata, end docucenting its accuracy.

This supplocental field data is listed and deteribed below. In addition to this 11stier., checklists are used by the walkdown tence to help ename couptetecess (.f the field 4ati. The 755 valkdovu checklist is shown in figure 0 31 6.3.1 Phase 1 Piping Walkdcun obtains the folloVirJL datal s) Valve obrate crientation tcturmation h) Vent and drain in;* creation if not a> built

0) Vain veador, prosaure class and tag ruaber.

d) Fenetration locations and anaular cleritances at toth ends or thi, penetratien. If there are cultiple pipen in the c.ame penetration, pecvide a sketch of their configuration and indicate the pipe to pipe clearances.

() Du11 ding joints (eetsrio joints) if not indicated on the .

an-built drawing fron PPF/CPC, Idettify the building to which supperts attaen, py.'.ng particular attaction to attuations vbere the pipe is in one building (i.e. nuriliary) but the support attaches to anoner (i.e. centainoent natarior).

Sapporta vill coessionally attacb to two r.emrate buildings (1.9. a valvo hous.e and adjacent stora6e tank) when suitip!e

'wacirc is need. This data e.hould all be dooumer.ted en tr.e red 11m s, f) Omitted dinoa41ons for pipe sognento, compoonnts, evppe.ats, or

• fittin6s. L' hen a> built dicensions are not indicat44 by Pullr.Ar, de walkdown te4m may taka the coawesents and notate them on the rediir.es, cr the coordirator Lay reject the sankage took to Pullt.an tared on his judgenact of the difficulty to ob t.a in th e Last anary ca ta ,

g) Vender pipinc informatica will be requested from Pullman where e a ppl icabic. Vendor gdpir.g 1.t not no. built, and vill be supp)1wd directly to PSA. Mi an alterrate, the volkdown teans cay take the tpproprduto (14d anasurements on vendor pipinc, at the mikdeva coortituter's atscretion.

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PAW 10 0F 39 b) 1.1.%ited claarances within a 1/2' annular space arcund the pipe will be identified on the iponettica for consit' oration in the subsequent rattle point gescan.

1) The highest point of attachner.t is to be wted for it.e response spectra selection,abeets.

j) If the anteck is tubi'24, identify the locatica and crientatica of tube track on the 100netric.

6.3.2 Phase 1 Soppx't !!alkdown obtains the folicwtof, datas a) Jocument arg attaching Aupports and these tag nunters not shown on the design cesvins,s.

b) Cheer so ensure tbst restraint type and direction catch tbo de sign drawing. If noe, doce';ent the insta11od condition.

c) Document restraint clearances for s'Jpports within 10 pipe dianswers of rotating equipment in Mth the restrained and ucrestrained df.rections.

d) Document th Un pintes tot shown on design drawinga. Also tete stacked ahim plate 0,onfiguratiens and mininun shin width.

e) Excess weld on clip an&1em beyond normal weld returcs. this trovides intcenatten to the antlysts on end connection boundtry eenciticas.

f) If the pipe rests on a rack, or the tact is used as part of a support, obtain chain cimensions for the Inontions where the

• pige as in contact with the rack. Also note any lugs attached to the pipe ir close pros.tetty to the enok that are ut part of an exist tu pipe support.

g) 1r the supperts are #31.1 overitp and atter inzoops, ho Wall:Cown 11 required. Tug futican as-built daawings will forn aufficieret documentation for the in soope reoone.tliation.

h) If supports are class 1, reasre and doounent cantslevee an;;

pin to pin dimensions. This is needed for realistic st&ffness calculations in the bcce effice.

1) Donunwnt building attachants such as onbed plates, base plates, end building 4ti.el per the following anctions.

j) hennt Supports - Verify that the parent support identified on a baby upp rt drawing is correct.. If the baby support being ,

walked is attached to as out of scope unit 2 hanger, the unit 2 parent nvat be identified 'as-built' on the support drawing.

2 k) The node scint> identiflot on the isonstrico should be terified to answe consistency vith tne nupport and stress drawings.  :

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NOV 20 '91 7tS4 PAGE.013 NCE 110F 39 6.3 3 fabedad F1ntes a) Aoquire the ap;ro;riate edad aketch 'crewirca (. located in the V-Suu controlled craving n'.icks) latelled *SrX8C'. The civil structtral dravig numbers are crosa referer.ced just above the title ticck. ,

b) Locate the utill:ed embed ar4 document ita, cunter, type, and aise on the appropriate buildig attachroat form.

c) *he embed control books any be used to derive supplemental aubed inforcation. fasad cn the civiUstructural number destgaated en the support drawing, locate the t. ant.or tag ,

number, and the ecbed number Will be identified next to it.

The type of plate thould also be specified on the drawing. The control books are subdivided by civiUstructural drawing nunbers.

d) Enbod utilization she ito are only required for tase plates not abwn on the embsd drav124.- ** hen such a tame plate is found, the walkdown coorditatcc issues a letter to BPC request 14,that it to incorperated into the civil drawing.

e) 5-min violations (per F.5) need to be documented for other attachments to on an embed only vith respect to the specific walkdown r.upport being reviewed.

6.3.4 Structural Tn.flace Steel a) Document the location of the pipe suppcet attactnant on in-place builcinC ateel to the nearest end point on the hanger Cr av ing. 16t6 tbs team type also.

b) Obtain the ep;rcpriate beam euctvr from t.be structural eteel drawings freu th's beam icg book.

c) Using the reference dimensions given on the support drawing (key plan icoation ) that were acquired frec, the walkdown, the i aptroxtcete location can be dsrived utilising the structurni

• steel, civiUntructural and crtLographic desWini;s for laan/colusa identification. This 1.s required because the disenator acquir$4 during the walkdown may not be the arrow end (lsf t and on the beam drawin6). Thim ;rocasa also identifies the besp/ column tumber.

d) kten the beam / column is identified, document its bumber en the rad 13ce drawin6. Attachment locations on colun.nn will be given by t!.e attachtwnt elevation, and attachment locations for terms will 64 siVen froo the left and (arrow end) ut'en possible.

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PAGE.014 NOV 20 '91 7:55 ,

PAGE 12 QF 39 6 3 5 Iase Plates a) Document support attachesnt locations'to beso plates. Socie support drawiras speci*y tolerances on base plate cetails from bolt location to the plata center 11re, while others specify tolerances to the conter11ce cf the attachtent and/cr veld.

Thenfere, docuse:at the actent location of the attachment and veld contarlite to the plate edces, as well as the bolt centerlinsa to the plate edges.

b) Document any eye distance violations (per F 5) sach so proxicity to other tese platas or est>eds. Wis la done on the baats of center 11r,e of t.he bolta to the edge of the enbed.

6.3.6 Halkcovn Documentation Af ter the walkdown, all informatun docesanted on the pink Walkdown drawir.gs in transferred to the white redline copies cf the asumatric and support drawings. We redline drawir4s then beocco the design input for the piping and support reoonciliation engineers.

The copies of the redline isometrio and support drawings are stamped

'V Camu 79-14 Reconciliation e and siisned by the auther and checker.

The ocupleted package is then forvardsd to the cognt: ant enginear in the packacin5 Croup.

6.4 PTd52 2 (100$) VA1.UOWN The Phase 2 walkdown is initiated after Pu11ran co=picteo installation ared rework er the Trevioualy uninstrailed p pw i nuppor ts

• within euch sr.alytical package and revaeen taese drawings to reflect the An-! Milt within tolerance conditions.

7be analysta packages defined by VSi)U and Bechtel in the 7M Ptana vill be the baats for the 1005 packages. Scoping infwnation Will be obtained froc the 755 VSilfJ Punch 11st for Phase 2 packasca. This scoping internation includes the in-soone isosietrics and supportt.,

and those cyn' 'aps i equired to developo boundary cov%tions for the a nalysis. 7tv Phase 2 walkcown checklist in abovn a Figure 6.4-1.

6 A.1 Addltional Stase 0 Walkuown thta The 755 valkdcvn stepe given in sootien 6.3 are used to ot'tain field inforcation fer the supports that were not 'in-lhilt' during the Phase I walkdown. In addition, the following steps aboitid be followed to complete the 1001 walkcown pacPageI a) Drawincs that We-e revised rance the 1bs,se 1 waikdown to incorporate Abysical ch7tsi.s cust be walked down (cf Thase 2.

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NOV 20 '91 7:55 PAGE.015 .

PA K 13 0F 39

! b) Any wikdown inforr.ation Lt.at was maased deficg the Ph&M 1 ,

wikdown (e.g. valve tag nus,bers) because of previously inaccessible areas aaould te obtained duric6 the Phase 2 .

walkdown if posattle, Results of Pu11:an's 14 (Tan-4) QC .

valkdown ray be used to supplenect the inforcation collected by  !

the velkdown tosu.

c)- When additict.a1 valve inforcation is obtained during the Phase  !

21 valkdown, the valve tag nucter, annofacturer and pressure i clast abould be taken from the valve taga in the field and ,

docunented on the isometric tavings as indicated belows Additional Valve lutornation

• _- m - v.- v - - p Valve ID Pressure Class 4 e III 223 ,

YYT MM 1 79-14  ;

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- If the information on the taga la missing or different than j kbat la marked ot, the valve bodies, is a manufacturers plate, r the valve mark nucesta and valve specifloation number shoujd a100 he obtainnf..

d) ill supports abould be reviewed in the field f9r general i conf 14uration to identify any new common support attachtents.

7f new common attachnents are found, these should be identified on the redlinsa. In addition, the response apostra selection sheets should be reviewed for possible changes. -

, e) If additional penetration details are requested durir4 Phase 2 walkdowns, the detail may be $bwn on the redline isometrio

, drawings. .;

6.4.2 Perised I atwings for Phase 2 L'alkdown It drawing revielons change between Phase 1 and Phase 2 walkdown.

the isometrica or hanger dawaings shwld be reviewed for data that could aft'act the initial walkcown. This could include added braces, new ooseson supports, ato.. -Corrections or additions should be made to the latest revision redline, and the old revision data should be  ;

lined out or noted as superceded en the new revision. Stamp the

, 14. test revision of drawing and add the following notet *$upplemental 1 information for wpport/isonstr$o Rev. ,,,,,,,, Red 13me Rev. j Tf the .criginsi redline.ia est availabls at time of Phase 2 walkdevn, one may be recreated with the following note: "This drawing replaces original redline drawing ganarated during Phase I- '

79-14 wlkdown. " It la also acceptable-to provide the offalte  !

engineers with signed and Checked copies of the criginal pink _

valkdcwn drawing, assuming they-nre legible.

1 Standard I.otes are cut on the redline to balp ensure proper use of l i valkdown cata. These are shown in Figure 6.4 2, as approrriste.

i

_ . . . . ~ . _ , _ - _ . - , . _ . . _ , - _ . - . - _ , ,, .- .,- ._ - ... - _ . _,_.__m, , . - _ . . _

NOV 20 '91 ?i95 PAGE.016 4

PACE 14 0F .in 7.0 10ST.W1 LED 0Vil FictiODO following completion of the field walkdown and crt.atior. or updatir; of the redline walkdown isonstrion and support drawings, the package is ledtned out of the wclkdown sub-group and transfered to the

(

Nokaging coordirator.,

The Achaging coordiratcr (frat auB1Cne the anpack to the

'tireakdcun' clerks, who separate and copy the wandown pckage ,

contento into foldera fcr o*.ross, suppports, and for site filinf,.

? .1 Strela folderI i strees foldte is created for eacu isonstric in the analytical pa cka ge. The folder contains the redline itonotric for inecopo isocatrica. and copina of the redline isonetric fce cuerlap 1potetrica. If available, a D!C apareture card of the redline is included. If not available, an aperature card of t.he redline abould t$ cade after eccletten er the 1005 reconcilietion.

The stress folder containa either tne scopieg identitleation forti (phase i pekage) or a copy of the 7'ts punch *.ist (phase 2 ;4ckage) for inacope / overlap definition of laccetrica enc hangttra.

ant deviation report requests (IER's) that may nave bien generated are included, along with lug, stanebion, anchor, tearien pad, and trunion cravirte. In general. all of the applicable data c%41ned in the piping walkdown is included in the otrnso folder.

72 Support Folder

- The suppcrt folder contains the redline r.upport denwings for each support en the associattd tact eteir. In addition, it centains all -

npplemental forma and field data obtained ducir8 the support vaikdown, such as oct>ed attachuent ferns and support celete abeets.

131.1 parent support drawinsa, or other out of scope parente for in econ or overlap supports, are ion'.uded in the support package.

73 file folder:

ne filo folder contains copies of llc isometrio anct all supporta Jontained on the twastric. In addition, all field walkdown pink ooples of the drawiry;s are stored in the file folder, 9

.n - - - . . . . ~ .- . _ --.- . . - - . = -

NN 20 '91 7:5G PAGE 15 0F 39 4

7.4 Post fac14cing The across and support folders are transfered t.o the cognizant stress acc support Nckaging engineers, respectively. It* Mekagieg engineser are respont.ible for ensuring the cacpletonssa of each foldar, anf for checking that all 1.1soop and overlap taometries und hanc, ore are Nchgod Locother for the off site acalysts. An important function of the support mehger is also to obtain all wigitul harcer calculationa trec DDC, or other snaigned party, for offaite reconciliation. Specif.0 goldelins3 that per tain to t t.e packaging effort include the fellovity,i a) The origir.a1 redlines cay to sent offatte for inseope taomatries. These redlinea vill tre rettrood af ter reconciliation, at which time FSA util obtain nicrofilm copleo

!?cm DDC fcr the file if none exist. Pith duplicates of the redlines will ta sent offsite for overlsp or partial frenope Lascet.rien.

b) The crit.ical stress calculatico 11 obtained frus DDC for each -

isoustric for off site tranmittal. The cale should be chucked for cierofiche copica of the computer runs. If three copies of the fiche are etall in the cale, one ahoJid t,e renoted and returned to DDC for separate btokup tillag.

c) The packaging en61ceer abould review page 4 of the etress caiu for open itema, and prenride any data pessible.

d) 7be h6nger drawings are requirsd ter Support Susnary Tables (SST) preparation off site prior to pipir4 analysis. It is imprtant, therefore, to transmit the bandt? redlines at tha aame time as the etresa pachce to avgid reconciliation delays. The crigiral har4er calet.laticab should bs transnitted a s soon af ter. or concurrent vita, the a:.rees Mckage as possible, c) The V3 AMU SCAR program should te used to check each dravira; for '

any open change notices, cr to locata calculations, f) Checklists ter the stress and support pekat,134; are anovo in l

figwen 7.51 and 7.5 2, respectively.

4 n .w . . , . , . .-. -- ., - _.. , .. - . . , , . -

t t NOV 20 '91 7:57 PAGE.010 KII 10 0F.39 8.0 Requests for Intweatios (RTI's)

When the otraite recenciliation groups encounter difficulty in either " performing their analyses, er in locating the itiornation needed to perform the ar.alysia, they cay requent acditional assiste new reto psi in,the fb-a cf an Br!.

If an RFI is fcr additional fielf dat*, such as mur.suring specific chait ditenato".s to minimite toleracce uncertainty, the volkdown engineers say oetsin and transuf.t this supplenantal a.t. built dat.a on an $TI, or Suppleeental Tield Inforcation form, er squivaleat. Any (

dsta obtainted by field engineers c.sy t,e considnend as design inpus proviGed it is 41stled and dated by traiced and tiualified field v igir.e ers.

in RFI coordinator vill be responsible tc.a interfacing with the offsite org.inserir.s effices, and for distritnti:n the RFI'h that. are receiv ed. RTI coordinators will genera.11y t>s desitwatad in each fucational proa; valkdcyn, pachging, ;$pe strers, and support 5 DCIPa.

90 Senpte Fors.s the folltwier, fors o tre provided for vse by f he valkdova and paokasine, etv,ineies.

Picuae e Fere ID 9-1 Eae4 Plate Inf ormation Form 9-2 Common :Japport Attachment Fore 9-3 Deviation Benert Request 9-4 T&id Mato Internation Toru 9-5 Exs sting steel Informatio.1 Forn 9-6 Fe r4;rint Load Request 9-7 Creenline File Request 9-8 hput for Respose Spectra Selection 9-9 Supplemental Field Information Fern 9-10 Valys Identification Sheet.

9-11 Ysive Orientatien 9 12 Valkdown Penetratin rata Form 9-13.0 thru S.anple Transmittal Letter to off site 9-13 4

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.; \ .020 NOV 20 '91 7 50 '

PASE 18 0F 39 FIGURE 6.3.1' VALDOWN ISO)MIC CBCEL!st MR 755 RED #CILIATION 4

201stRIC 1 27.

ANALTt! CAL NUMBER -

t t

TB FULLOW30 2725 MALL BE toCU1ENTED: M8 E/A

1. PIFK RUE DDEF3 IDES AND LOCATIDN OF CDNF0EENT3 ,,,,,,

i

2. TALTE OFmATOR CCIENTAT10N IF NOT DDICATD

3. TENT AND DIAIN ttrAILS 27 Not INDICATO _

- 4. YALTE YSDDR, 77E55U12 C3.488, AfD '!A0 EMBLIA

5. FrwEtn ATION toCATIONs AXD CLEARANCE 3 AT BOTH ENDS _

6. INTRPERENCES WITND 4' ANNULAR ,

7. BU23. DING . MINTS IF NOT DDICATED _

WALucWN TEAM .

LDTNGt DATE <

CHECEIR DATM

- TRIS 130pk1RIC VA8 Btf7WED TO DE CDMILETE AFD ACCUBAft.

l l 'l l

4 . . __ .- _ _ . . _ . . . _ _ . . - - . . . . - . . . , . . - - . . . _ _ . . . .

NOV 20 '31 7150 PAGE*E28 PAGE 19 0F 09 FIGURE d.4.1 WALKICW!! IS0)'3TRIC Chic)1:.sf PEA $E II 150!Z1RIC INMS5t REY ANflYTICAL l'012Dt ..

TEE IVLLOWTNG c1ALL IE %0CUtztTTED ON THE CHANGED AhEAS OF 17tt ISofETilIC, AND Ih* FORMAT'.ON NOT IOCUl2bTID IfJRIT;0 Pl!ASE I VnLKDOWN YES fuA .

1) VALTE OPD ATOR ORIENTATION IF i;CT INDICATED --~~-~~

2) IINT AND IR AIN tttAILO IP NOT INDICfiED ----~~~~~-

3) Ve1VE T ENDOR, PRES 5URE CL AP.$, AND 7AO l#hBER ----------- _,,

4) PENITR ATION LOCAT.10N AITD CLEAR ANCES AT BOTH D.WI ~~--- . ,_

5) SEISMIC J0:rT3 U i 07 I!tDICA*rD ------ . ---

6) PIFE ZECIENT AND CD10VNENTS/ FITTINGS OMITTED DII't.KSIO!!3 - _

7) 7tATC R P 1 PI N G - -- .-------- ---- .-----------~~ ~

VALKt0WN TEAH:

AVTRO.1 , ,,,,,,, DATE:

CEECIER DATC _ _ ,,,,

THIS ISOFETRIC VAS RETIrdED TO BE COMPLETED APTD ACCURATE R EYIIVE ,,. - _, DA73 i

l i

NOV 20 '91 7890 PAGE.022 4

PACE 20 Of 39 i

Figues 6.4 2 l

Standard Redilns Drawing Notes

1. NO MEA $UREMENT 07 DOCUMENTED P!PE LEGMENT LENGTH, IN.W10E WELUS.

l COMP 3NENTS, ETC. REFERENCE CONSTRUCTION SPECIFICAT!DN. X4AZ01.P3/P4 TOLERANCIS.

2. NO AXIAL NEAbOREMENT ANU DOCUMENTATION OF SUPPORT LOCATIONS. REFERENCE l CONSTP.UCTION SPECIFICAT!ON XAAZ01.P3 TOLERANCES. ,

i t

l J. FOR SUPPORT LOCATIONS. $fE KEY PLAW SHLET. i i

1

4. NO P! PING INSULATION INSTALLED AT TIME OF RALKDOWN.

l f -

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NOV 20 '91 7159 PAGE.023 PAEE 21 CF 39 FIGURE 7.5.1 1

. WESTINGHOUSE PLANT ENGINiiERING DIVISION 4

m, ,- n .

1 or

~~"** 1

• PMQstot 1001 AS4utit Packsofre asynde Checklist DAIL (Stress) gE& p M PATE CHK'p 54 *5 M Vogtle N/A e o.

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- AtTaessa . . . . . upt . _ . . . . _ _ ...._.. . ...

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.- -4 . ..

-..- (wigami tad h1w 12mm) --- --- - - - - - - - - - - - l

2. 775 Ut Beetsmo ter ta, amepe teametetes Erf * ~*

used fee teos rewardena (artsten1)~ l 3, ,1908 us Deelena far e'.1.orarlap lanettrise . .

l (ntes Stae) )

.~.

-- - -- 4. 195 U A access bles for all 6 "- - [

imametries (erlatama) )

1.* 1oos us veneer ytyise does (art vedam>~~~ i frturitse Cept)'  !

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4. perased vaave seestirimetten*ateet (if ast~

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- -- . ... fAeuuitted on 1005 roelas, wprL ...-- .,

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.f. Aerland gespannt Apeente De4997,&as sheet

~~~ . ( espp ) - -- * = --- -- I

4. swised teostra'.aes ants Pers (eept) ~

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(espy) * * ~ ~ ~~

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it. opes Items in iniFeisei stan'146 fe~eitT

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11, acr m. 7t118 a, su's as per **48 (espy) ._. . _. . . .

it. Mreserstsen amm1 larwanties

.- . + - . - 13. Ftt's eM stre Aapse4146 Latest vwrieten ol'. - .. .

P439's (eeWF) --

" * ' * ' " ' " - ~ - -' - 14. gaarettane for comptter room stattaL'ia in este- -

peeknes * - '

is. m.m e.o 6e traema:tiala tre, Tse mesipta

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- .- .., $does4taat en pass 17.1 er este poetess .. r (mensies, esteeded pape,1ames, team troom

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17, tseder dispaansemana ter Iremah lame ,, , , , . , , ,

punireas It est eve &ambie, Adeskatt tw s

. - . - 4 . . .

. . a.. W anopes teniptient Phu , . . . . . . . . . , , ,

(montaes

h. 8 asens supeeses done ter .- - - - . -

91selsemesete - - - ~

• ~~

. 18. Flas.1 amatet vertrimassas emomb11st (most) a

19. Insersal in,ee swersetsmo (ess arr=riat e,srettas temy) obteland treet AvettelapFH (sepF, if eve 11akte) .. - - . .

. ~ . - - -. _ _ . .

' 20. htye apose/Jreertogs it ALfrurest rendes

- - - - - . saan tend am 755 us aanlysta (tairk sheet and --

/

opom/eparise) <

21.estrecent wat wereriesm/setasse w it -'- -

resates that imrd im 798 us,,~

hemlyhts (eark eneet set spee/e urias) i ..

12.14 test terlatese munnemas. P&tr a,ofe64. tesestries, (esek sheet esadas espF.l _ >

~ - - '

e

~ -:,.=: ~ ~ ~ ~ ~ .

4'e Canaam Wet _ . _ _ set App 118m b e

-- -- - .4/ C ,

AW f r.o m oats c u st'p. s v JAvg Cn eeb. t v OAft m 6 V. Alv.

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NOV 20 '51 7: 59 PAGE.024 ,

PAGE 22 0F 39 '

FIGURE 7.5.2 a

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t40V 20 '91 G:00 PAGE.023 PAGE 23 0F 39 FIGURE 9'1 WESTINQHOUSE PLANT ENQlNEERING Olv.510N

~

r et6 sa se MSE PLAff INFORMATICN FORN en sao.scr nav la  ;,474 cn o. s v of f s r,an c. e , -

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o. s a $s. no e is, 4, 6aowe - --

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V.$utu Support No. .

Rev.

Isometric No, .

Civil /Struct. Dwg. No. _ _ , _ _ IPlan)

Cfvt1/Struct. Cwg. No. (Elev.)

• Provido orientation of base plattr (plan, elev.)

! *5how cer.terline.01 attachm ht and weli to til bolts on the plate ,

• Locats base plate with respect to colkm lines and elevations ac-

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9 t v. [m p y. cats Ctw D. S e DAY 4 No. JOATW

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weathos.ovsg seeh sogne TICK;PE 4 l . .. - - - . - - . _ .

NOU 20 '31 Bt00 PAGE.026

. F. AGE 24 0F 39 WI$flNGHOUSE PLANT EN0lNEEPLING DIVISION FIGURE 9.2

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I NOV 20 '91 0 00 PAGC 027 )

PAGE 25 0F 39 wt5TINGHCUSE PLANT ENGINEERING DIVISION' FIGURE 9.3 f.i6 a -

fin s -

~~

tr/IAT:cti FIPCM in%2:n ,,

..o,scr .we-on s . o a, oats cJ.e er our V0GTLt

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is. svet =o .e .4.. (. 6e .,o .o s 1

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v.uvu

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Trm itan(s) idanufind helcw is/are rce.carf'onws in Wtnce  !

with a:r.stnr;tien socificAtlon(s) X4A201-P3,P4 and/or r$.  !

NatATIO? PAOW210. _

] 150iTRIC 10. REV. _,

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a4 w. *4v avlec e oats can o av oats t a n a 'a ' cafe sec. ,9478 Wet $71eroseOuta scasd $3646 Matt 6

-.. - . - _. __ . . - . - . - - - . . . . _ . - - - - - _ - - . . _ - . . . ~ . . - _ -

d NOV EO '91 0 01 PAGt.02G

~, Pali!. 26 Of J9 l FIGt!F. 14 WIKTINGHOU$t Pt.N,7 gNQlNEIRING DIVillOM new

(.M$t0 PLAtt INFCAMATIO_N F0llM lwiis ,,

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!sometric No.

Civil /5truct. hvg. No. _,_ . (Plan) tabed No.

Civil /$truct. Owg. No. ( Elev. ) Type __. ..

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LIST OF_M0f f !NSTALLED $UPPORTS IN$fAl.l.!D

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PAGE.029  !

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• s1 3:01 PAGE 27 0F 39 .

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• Draw enough views to adquately locate the support to the nearest  ;

cone.ection point and provide orientation (plan, elev.)

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NOV 20 '?! 0 01 PAGE.030 f

PAGC 2B 0F 39  ;

WESTINGHOUSE PLANT ENGINEEFilNG DIVISION FOOTPRINT LOAD RECL'EST 'Act P RCw& C T A4,t dd A DAY 4 Can0.$t ~ o.

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NOV 20 '91 St02 PAGE.031 PAGE 29 0F 39 FIWRE 9.7 4

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The followire pterdirw flie(s) is/am revisini for asetilt reconci3.iatfort:

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l NOV 20 '91 0102 pdEh'0F39 '

FIGURE 9.8 wisTINGHOUSE PLANT ENQlNEERING DIYlll0N TIf 48 '444 input FOR etsPMst $PicTU ttttCTIM es r saev .wi-tm eau can .. . . sari c a ..., av.

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NOV EO *91 8:02" .PAGE.030

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PAGE 31 0F 39 WESTINGHOU$f PLANT ENG1tillRING DIVISION FIGMf 9,9 I i

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NOV 20 '91 0:00 PAGE.03F FAhL J9 Ur Jr * * * '

FIGURE 9.12 VIESTINGHOUSE PLANT ENGINCl!RINQ OlVillON 4

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g.) Valve Identification Sheets i i 1 l  :

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T.s! er once : Y-SMD-)T-06925, 7 / 31/ 4 Atttched is Bevision 1 cf the Festic6bouae 'As+RAlt Engineering Unitdown Ocidelines, Ihase 1 and U* for the Vogt!.6 Finall.ation Progran FP-7.

Thir (*.; ment ruperwden in its entirety the initial ReviJiou 0 issue rtf orer.ned t.6.sve.

A r+ quired by previour audit comitaants this document vill be 1:. sued

'a. Jar acetrelled cistrCw.len with ta s renainder of Volu:u 1 Piping In the intera, this is approved for use ir Guidelines by U.* '13/86..

V-$A!.'U for FP-7 reconci'istica valkdowns.

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W an=c, !$n1Rcr V-SuiU Find Donica Yerificatier.

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m m, , Georgia Power i!

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l July 27, 1987 l

United Strtes fluclear Pegulatory Commission '

i Document Contre 1 Dest Ffla: X7BC24 Washington, D.C. 20555 Log: GN-1352 l

Reference:

Vogtle Electric Generating Plant - Unit 1; 50-4?h j IE Bulletin 7914; Letter CN-1273 dated 12/31/86 l

In the referenced correspondence, Georgia Power Conpany (GPC) notified

! the USNRC that it had completed its Final Design Verific:: tion Program for Safety Related Piping Systems for Unit 1 of the Vogtle Electric Generating Pinnt (VEGP). This program was destgr.ed to address tne requirements of USNRC IE Bulletin 79-14 and was completed during the construction phase, for plants undnr construction. IE Balletin 79-14 and its supplements require construction gemit holders te inspect all s,'ety-related piping 2 1/2 inches in dia:neter and greater and seismic Category I piping regardless of size which was dynsmically l analyzed by .omputer. The JPC Final Otsign Yeri'! cation Program '

. consisted of enoineering/constru;ticn usikdowns of all safety-relsted '

oiping systems regardlees of size w analytical method. The following '

is a summary, by item, of the methods utiliAed by GPC to address the 1 requirements of IE Bulletin 7914.

l 4 f^ item 1: This item is nat applicaole to VF.GP since the requi rement s of the 3ulletin were addressed dt' ring the construction phase.

Item 2: For portions of systems whWh are nomally ace:essible, inspect one sys te'n in er:h set of redundant systems and ill non-redundant systems for conforniarte to the seismic analysis input infoma tion set forth in design documents. Include in the ins;;ection: pipe run rjeometry; support and restraint i design, locations, function and clearsnce (ine.luding floor ,

and wall peretration); embedments (excluding those covered  ;

in IE Bulletin 79-02); pipe attachments; ano valve a,d valve '

operator lo u tions and weignts (excluding those covered in

IE Guiletin 19-04).

, item 3: In accordance with ! tem /, inspect all other normally

accessible safety-ralated systems and all norualb inaccessible safety related systems.

~~

0bf.[

f-

ilP1 2024

. U. S. Nuclear Reguletory Comission Aly 27.1987 File: X76C24 tog: GS-1362 Page Two

Response

Althouph not required by IE Bulletin 79-14, the Vogtle Final a Design Verification Program for Safety-Related Piping was p e rf o n.ed in two phases. Phase I was cenerally conducted when approximately 7% of the supports and all the piping was installed on a line. Pnese 2 was generally conducted when 100I of th supports were installed.

The walkdowns were structured to support the to phases of

, the final design verification ef fort, The Pha*.e I walkdowns gathered data concerning the following e!cments; valvas and valve operator identification, location, anc orientation (this infomation was used to verify valve weights); butiding seismic joints; piping geometry and clearar,:es; support design, ,

lochtion, restraint type, and clearances; Lse of shim plates; building attachments such as embt>d plates and - base plates; t u t,1,1 g interfaces; and penatration location and clearances.

The Phase 2 walkdowns, which wde performed using the information gathered in the Phase 1 walkdowns, collected the following' information: field data for supports or other attacrments installed or reworked subsequent to the Phase 1 walkdowns; A review of drawings revised since the Phase 1 walkdown to eraure the valitiity of previously gathered 17f ormatien; any infomation not available during the Pht.se 1 walkdown or any auditional dab requested by reconciliation engineers.

Walkdowns were conducted using procedores developed spJcifically for the Final Dtsign Verification Program to address the requirements of !E Bulletin 79-14. Copies of controlleJ as-t,uilt drawings provided by the piping contractor, Pullman Power Products, cere used in the walkcowns.

Data gathered during the walkdowns was documentec on the drawings and provided to stress reconciliation engineers to be used in veri fying the qualification of the as-built configura tions of the seiety related piping systems. Mhen changes were required to piping rystem components and/or-design documents as a result of the stress re:onciliation l enginee s' evaluation. design change documents such as Drawing 1 Change Notices, were issued in accordare: with established project r,rocedures. When the c'esign change; were implemented, revised as-built drawings werr prepa red if required and submitted to engineering for evaluation and incorporation J

into stres; calculations. Stross Reconciliation Notices '

(SRN's) were issued to identify piping systems for which the verificction/rteoncilict.'en process was completed.

)

t i? 2 :t a a n, l

I U. 5. Nuclear Regulatory Commission July 27, 193? .

File: X7BC24 t.og: GN-1362 Page lhree item t.: This item is not applicable tu VEGP since the requirements of the Bulletin were addressed during the construction phase.

l In conclusion, the GPC Final Design Verification Progrw. has effectively l ensured compliance with IE Bulletin 79-14 for Unit 1 of the Vegtle l

l Electric Generating Plant. A similar program as that used f or linit i has been initi:ted for Unit 2 and is expected to be completed prior to fuel load.

This correspondence contains no proprietary information and may be  :

j placed in the NRC Public Document Room.

5

>Pws-

p. D. nice Vice President.and Project Ofrector, Vogtle Project i

CWH/PD4/je .

i xc: USNRC - Ref on !!

l Suite 2900 l

101 Marietta Street, NW Atlanta. GA 30322 H. G. Bater D. R. Altmn  !.. T. Gucwa J. P. O'Reilly J. A. Bailey C. W. Hayes r R. E. Conway G. Bockhold R. W. McManus R. H. Pinson C. E. Eelflower Sr. Resident (NRC) j E. D. Groover J. F. D'Amico C. C. Garr<ttt (000)

R. N. Bellamy O. Feig (GANE) J. E. Joiner (TSt.A)

NOPMS r

F b

4

}

g "I 7' %

~

31*4 Pe</US g, g 4 ,

4 V SAMU 10660 FROM  : V.SAMU VIN  : (404) 554 3526 DATE  : January 2ti, 1989

SUBJECT:

TINAL17.AT10N FROCpAM 7 Ct.0SEQUT P 1SSUED TO CORK!CT VTDV.3SC 6614 deced 12/14/$5 1 4

TO  : S. Owens, C?C

T. I.oceff, R&D 701 C. Markam H cc D. Sevoll, BPC M. V. Barlow , */.SAMU Sea Distribution 2

1his letter is to notify yeu tbst all engineering tasks have Seen corepleted foi Se FP 7 Final Design Verification Pror,taen for Safety Rotated Pipinr, 3ystems on t! nit 2, as identified in the TP.7 Pror. ram

• Description, reviaton 4 The FP 7 prograto is designed to address the requirementsreconciliation of the NRC IF. l Bullet!n 79 14 The cortpletion of piping and nupport g

• is documented by means of Stress Reconciliation flotification (SRN's) i to Jeorgia Power and Bechtet. A complete list of SRN's issued to the '

1. This listing providen you with a project la provided in attachnenttha piping and supports in the TP+7 4 refere ce for verification that program have been reconciled to a6-butit conditiens by the responsible In addition, the FP 7 and TP.14 activities engineering organization.related to identification evaluation, and disposit".on of limited '

elearance conditions on safety related pipin6 syster: A.and inatine mounted components (Rattle Points) have been cottpleted by bechtel and V.SAMU. This activity is docus. anted in'opecial calculation X'.C P S .0151. The engineering requirements of the IE Bulletin 7914 have, therefore, been satisfactorily addressed.

This letter serves as the final close out report for the FP 7 Prog wa. If thare .are questions concerning eny arpacts of the program, or additional infota;ation is required, please cont:act me.

% W M. E. Maryak, Maruger Vogtle Final Design Verificatien Finali:ation Progeait FP 7 Attachment MEM/ gab o' l l

,= 0 T1# ,o_e ,33cg,,4, cn no.,

WAemscvW FWirwytvatha 17Foi biocnone (T17) 3234991 Pullman Power Products Corporation ZOO wa.--n May 29, 1987 Georgia Power Company [

Nuclear Construction Departent J

- Pact Office Box 282 Waynesboro.-Georgia 30830 Attention: Mr, C. W. Rau -

Mechanical Discipline Mancoer

Subject:

Vogtle Elet.tric Generating Plant - Units 1 1 2 Contracts PAV - 0020/PAV2 - 0010 4SME Section III, Class 1 Forged Pipe Tees L Gentlemen:

With reference to your letter dated May 12, 1981, we are respondicg '

L with our explanation of your concern to the " Root Cause" for the reported Forged Tee problem.

The apperent reason appears -to be the failure by-PPPC 'dngineering to incorporate the requirement of AX40R001-Table 2 "Brench Connections" (Noi,e 4-see Attachment (1) into PPPC purchasing requiremnts for "81cck -

J Forged" fittings.  ;

Althougn we now understand the intent of Note 4, apparently a niis-interpretation existed at the time cf initial ordering.

Sotre history review is in order:

1. The ASME Section III Code of Record for the Vogtle Prc.)cct is the

~ 1974 Edition.1975 Summer Addendum. For butt welding fittings, 816.9-1971 is referenced.

2. A review of. B16.9-1971 (Attachment #2) indicates that it <nvers OVERALL dimensions...for wrought... alloy steel welding fittings. The term "w. ought" includes fittings made frum pipe, tubing, plate or-foraings.

3. The~ second- paragraph of B16.9-1971 states " Fittings may be made to special dimensions...other than _ those covered by this standard by a g reemen t. . . The fittings furnished do comply with the dimensional and -material requirements of 816.9-1971. There ure no dimensiona!

requirements beyond "overall dimension" and welding ends. The re -i s no nea-confonnance in this respect.

9

~ w +- , ~, - w . , , , - - , - -. - - - , ~ ,

_. _ ___ _ __ _. ~ _ __ _._ . .

. ' Pullman Power ?roducts Corporstli

.lV .

May 29, 1987

^

. Georgia Power Company Page two. ,

u

4. It has been interpr eted by PPPC Engineering that the term "special" in Note 4 of Table 2 implied dimensions other than the "overall dimen- "

m sions" in Paragraph 6 of B16.91971, and as provided for in the second

• paragraph of the Scope noted therein.

5. In any case, the intent of the note was not clear, and appears to have contributed to the problem. .

'It should 'also be pointed out that references have been made _to  ;

Standards ANSI Bl6.9-1978 and MSS-SP-87-1978 in site meetings lately to judge the ecceptability of the fittings in question, and while we feel

-the useiof both standaros are appropriate for making a good engineering judgement, we tust indicate we were never contractually obligated to fur-nish material to these requirements.

B.16.9-1978 Para. 7.2 states that fittings made from , bloc,k,, forgings may be supplied subject to agreement between the manufacturer and pur- ,

chaser. - MSS-3P-87-19 7 sets requirements for minimum radius at machined intersections and limitations on maximum wall thicknesses. -

" ) As previously pointed out - the Code of Record for Vogtle is the 19741dition.1975 Sumer Addendum. This references B16.9-1971 which does .

not contain Paragraph 7.2 as in the 1978 Edition. MSS-SP-87 is not ref- '

creaced et all.

The Project Piping Material Class Sheet FGO specifies fittings to Specification ASME SA-403- (Attachment. #3) . In Table 1, forging material to A182 is " permissable rai( materials."

In conclusion, the root cause appears to be a lack of clarity in Noto 4 (Table ~ 2), and PPPC's misunderstanding of its intent. We under-stand the Supplier of the 2" & smaller fittings nay have made a similar mis-interpretation.

P We have made a thorough review of all other purchase orders and Fabrication. Sheets as requested in.your letter of May -12. Attachment

1. 4(Unit #1)-and Attachment #5(Unit #2) tabulate the spools involved where " forged row materials" were utilized in Class 1 piping systems.'

The Material Supplier, including the fitting, description and appli-cable Heat Nuder,, is included on these tabulations. +

i

, - . - . . . . - . . - . . , . ~ . - - - . - - . - . . - . - . ~ - ~ ~ ~ . . - - . . . . . - ~ . ... . - _ . _ . .-

i .- ,. Puuman Pmw Products Corporctiot -

May 29.-1987 t

- Georgia Power Company' . .

Page three.

l

?

As' you have verbally requested, we have contacted the various suppliers

-of- the forged toes for their tranufacturing methods of the applicable Heat -

Nurrbers involved. While only Class 1 fittings .are now basically the. matter  !

of concern,- the Pullman. Inquiry letters and supplier replies have also in- ,

, cluded fittings applicable to Class 2 and 3 piping systems as you have ini-

- tially requested.-

The Pullman Inquiry letters and Supplier replies are enclosed (in book-let funn) for the following Manufacturers: 'l Custom Alloy ReplyLetter5/18/87)*

Ladish Company Reply letter 5/19/87)

,_ Taylor forge (Reply Letter S/15/87 & 5/28/87) ,

' Flowline (FlowlineLetter5/20/87)

Babcock & Wilcox .(Class 3 Fitting - See below)

• Custom Alloy's Reply for Fitting Heat No. E3402 has not been in- I cluded. This Fitting is a duplicate of the Fitting Under Heat:No.

- E3400-and ~a supplemental letter will be forthcoming.

For the-Babcock 4 Wilcox. Class 3 Fitting noted above, we have not re- l ceivcd a response to date as we were informed their manufacturing facility has been closed for more than five years. We hope to. receive a response  :.

soon.

In' closing, Pullman Power Products is willing to cooperate in the

' resolution ^ of- the reported problein. We trust, with the Supplier's Res-ponses - tnat an acceptable solution will be realized for the safe opera-tion of the Vogtle Nuclear Units Should you:have any coments or questions, please do not-hositate t.o' contact us.

Sincerely,.

ny }M) A%' l

- ohn M. Coleman Plant Manager s j s

cc: ~ B. Edwards - PPPC Vogtle (w/ Attachments)

J. Weaver - PPPC Wmspt. (w/ Attachments) '

)

- 'JMC:j s

~ Encl. '

m 3-  %,.c y- .,-r y-- , w - e 4+- b+- - - v"----- - - - - - - - - - - - - - - "

, . - . -~ .. . - m . _. _.. _ _

7e 651 Smessee Stoet OLtsburgr Penneyhenes 15222 (t [-

Teespone (412) Sea 7300 Pullman Power Products Corporation May;24, _ 1990 Sechtel Power.Corporatton 15740 Shady Grove Road-GnIther*.40urg, Wary 1and 20077 $//eJd. Md./d < W4.-

Attentlon: 'Mr. S.R. Kalarvtr

-Location Code: ELL 18

(/Mu : (3 C/) 68" 3 T2 )

Subject:

Vogtle Electric Generating Plant - Units 1 and 2 Contract-PAV-002/PAV-2-0020 ASME Section ill, Class 1 Forged Pipe Tees Centlement in response to your Inoutry regarding tile f.iroacer af f ects of the block forged tees at the Georgia Power Comoany's (GPC) Vogtle Project, we provide the following explanatlori.

Through discussions with noir retired emoloyees and review of Dast corresocndence between GPC and ourselves relative to this issue, it u

was decided that the rect cause of the problem was from a !)ck, of clarity within the specification and a misinterpretation of its intent.

As a result of this conclaston, it was determined that Vogtle wts an .

Isolated case and further review with regard to other nuclear plants was not no?cessary.

If you require addit!onal Information, please adviso.

S i nce r a l'/ ,

r ,e -

j

[.4.ni.uwer's-Olrector, Gua;ity Asturance JEWicru cc: file s

4 1-

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UNDER ALL OPERATING CONDITIONS R I I$ y38 ON i At

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Hot workias of raetal by drop fo<gmg f  !! ,

work a the gram 6ttres, ishesent va (N. '

me ham which L;iaish Fittingi v. ' '

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+

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g f f ne e sory to withstond extremes in operating conda g j the ma as of espanuon and entroc. ,

""""***d"***'*""' "

IMPROVED PHYCICAL PROPERTIES BETTER ' rwi i.emei ana conc,nume s .he,e . .um, RESIST SHC/ CMS, STR AINS AND STRESSES cw o,ges dge et;on, s.,s st,o,n, o, ,,. .

1 Crop forginti continues de improve nent of all physiccl M79N ' e -

i properties inherent in the otiginac " forging quality" ' " * * * "

i bMets ficm whir.h I.cdish fittirgs are mode. By con.

l trolling hommer impoet Dn the hot, p!cdic metol while ,919 1R AW 7(f1805 it?A(k l confined ir, closed dies, both groan cnd %re hructurr' g . , .' a '-

ute refined to develcp tensile and torsiend strength, ,

teughness and f atig se encurance, improvement in I"' *

• h**c W N G' " 5"

• L metal cuchty by forging is imperctive where httings id'* i'e penM m L a Ffh i temgs d, me j must stand up uitder t'ne sevece 1nd highly complex imomg proceu iraproves car,si,on ,e.

stfesses one strosns resubing, from the elevated ttm. i.st ance Wem irern e co,nn erave o!s

~

peratu'es cod creswres cf modern piping systems. 4 .i,i9 Wovgn fatings a rm me.

tenod, vetarded l i

w ... . . = -.

7D A D 1 5 H C O N T R O L L E D Q U A L I T Y ,

t i j 6000 POUND FORGED STEEL SOCKET WELDING FITTINGS FOR USE WITH DOUBLE EXTilA STRONG PIPE For Steam, Water, 011, Cil Vapor, Gas or Air ASTM A105-Geode 11 90'(lbo. 45' Eloe. Tee C,ois Lateiol Port No 1660 Pan No 166's Pan N: 1661 Poa No.1663 l'on No.1665 i

. waraai "t wt h  %  % 1 1% 1% 2 2% 3 4 omtivo= c conve4 se sa rmiass .690 .855 1.065 1.330 1.675 1.915 2.406 2.906 3.535 4.545 90' ELBOW PART NO.1E60 t oiut=uca a lii 1N 1 '/, 1% 2 2% 2% 3% 3% 4%'

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--L Ust "*t FAtchi DN APFUCATION l I Dirnensions in inches. Weights avad s. Retivr.inD fittings ton be furnished by boring stvoight-line blonks. l Avuiloble in a wride re.nge of cas.on stainless -Diometer of fitt!ng ho<e is eqwon to the i D. of Double Entro l steels. alloy segels, and non-ferrows rnetals. S'rong pipe. .

221 i

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ThE DRAWINGS-FOUND HERE WILL BE XEPT ON THE SHELF IN THE CENTRAL fit.E.

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't.o fallowing infers 4tien to required to complete tu stylar incorporation of is-69 tit retvirementi ser 114.

A) tabed Plate Infersation __ .

8) taistint less Nueer _

C) Locating dimension baby to partst attachment pelat

9) Class 1 Connection Point Ofeenstent (Seta11 Selow)

() $nebber / Strut Reconciliation itsper+, Jacomplete F) ideld list / Luetion

• 4) Orientation of Drawing flot Shown i p)- Olsension Not Providef (Attsch Drawing If necessary)

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WESTINGHOUSE CENERATION TECHNOLOGY SYSTW3 DldlSION T116,4 "'*"

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V. EtLICARLE fim ET.3EW1..&#C 3f2ff.iEE3 ,

1) .%t Boiler ard Fressure Yuan 1 eMe, Section 111, Subwetions tv, and ND t f the 1974 Edition, incluoing Adcenas throu(, Supoar of 1415, are exesptior.a t thru 3, 5 ard 6 cpecifid in W1017 g

2) ASHC Bofle:' :ind Pres.tt.t e V9ssel Code,Section III, Su'asectiors E-36"2 thru c1659 of the 19fl0 Eaitf.on with Murda thrmsh Wintu 1981, and ' '

ND 368C thru ND 3t55 of the )983 Edition with M6erxta thenogn Suseer 1984. (see DC '017 for asstrictions).

3) ASE Code Cases (Mark case (s) used)

A) 1606 1 B) *316 C) E3144 0)

E) 53?T F) .. 4 411 0) _ Other __

4) ANSI B31.1 Code for Power Piping 17T3 Edition, through B31.1f-19'f 5

5) Piping Material Classification, AXIMr001 Reviadon ./.f. '

6) VNP Desip %nusi, Design Control No. DC-100h '$eimic Interdisciplinc% '.4w. 1 , Deted f,-3 IJ,. DHC# thru / E

7) VNP Design FarAml, Denten Coritrol ho. %100", 'Erwirorment Interdisetpline", Aw, fi... Deted l-M, .M. DMCW thru .

I '

5)

'Fipe Mress arvi VNP Det.ip Mmm1, Desip Supports Analysis Critaris", Rev. .f . Detm1 Conted to. 51037,d.1,.T.~.

~ .li. DMCN rhru./,2 k9) A) YW Dod y Manual, Desip Contre No. W_,,,.... , System Design Names, o _

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8) Specification 11AP01, Bev ,,,,,.. 'Instriation outside Contatraenta.

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27) Supplemental Operating Podes; A) Bechtel Designed Systenes AXuD0008 Tw.1 induding change notice MdM g/8 ._,

8) Westingnouse Designal System 2X6AA00 653 $ev L RC$ (120). 8TRS (1210). BR (1210) LWP (1901). CWP (19T) 2X6AA00 543 2X6AA00 558 All Rw.,,.L.

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28) Prcject Letter GP 10le.9, Cated 1-2%86, *0verispping criteria for  !

Piping Analysis". ,

29) Project Letter CP 1T26, Deled b20 86, 'tissa 2/3 Branch Connect;en SIF ' s" .

30) Project Letter Ck.10182, Dated 1/20/86, ' Calculation of Mininan Valve End Stresa A11cumbles'.

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$UBJECTi ANALYTICAL PACKAGES FOR 1001 AS-90!LT RECONCILIAT10M PHA5F. I Please be advised that Analytical Package EE-M-G04 is-_ being submitted for the 100% As-Built Reconciliation Program.

This packagt, scope has been verified to the scoping sheet

-l transmitted par letter VF0V MI dated l~l4*B7 .- -

The applicable as-built drwing revisions and exceptions are identified on the ati. ached. . marked up scoping sheet. As-Built revisions - identified on the scoping sheet that are different than the revisions identified on the Deadicad Verification Record do not affect deadicad gaps.

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David J. Fahrion Date DJF/aow xc: K. Weis

7. Cornish D. Carries T. Pacifico

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Corporation,

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