ML20205Q565

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Rev 1 to Instruction CP-EI-4.5.1, General Program for As-Built Piping Verification, Per IE Bulletin 79-14,Rev 1 & Suppls 1 & 2 to IE Bulletin 79-14
ML20205Q565
Person / Time
Site: Comanche Peak  Luminant icon.png
Issue date: 04/27/1981
From:
TEXAS UTILITIES SERVICES, INC.
To:
Shared Package
ML20205Q559 List:
References
FOIA-85-59 CP-EI-4.5-1, IEB-79-14, NUDOCS 8606020055
Download: ML20205Q565 (23)
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Text

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TEXAS UTILITIES SERVICES INC. INSTRUCTION REVISION PAGE CP_EI 4.5-1, 1 4-27-81 1 nf 91 GENERAL PROGRAM FOR PREPARED n BY', M M SF AS-BUILT PIPING VERIFICATI0t<

APPROVED BY . - ~

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1.0 REFERENCES

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1-A IE Bulletin No. 79-14 dated 7-2-79 1-B IE Bulletin No. 79-14, Revision 1 dated 7-18-79 1-C IE Bulletin No. 79-14, Suoplement I dated 8-15-79 1-D IE Bulletin No. 79-14, Supplement 2 dated 9-7-79 ,

1-E TUSI Drawing No. TUSI-020481, As-Built Verification and Final Code Analysis Program Flow Diagram 2.0 GENERAL 2.1 PURPOSE This instruction establishes the methods for oerformance of As-Built Verification of all safety-related pioing 2h inches in diameter and greater, and to Seismic Category I piping, regardless of size which was dynamically analyzed by co,m-puter.

This instruction is intended to provide the necessary steps required to satisfy the requirements of References 1-A,1-B, 1-C, and 1-0.

2.2 SCOPE This instruction applies to the following piping:

a) The Stress Problems itemized in Attachment 1.

b) All ASME pioing 2 inches and larger which was supoorted by nomograph or alternate analysis.

Additional piping may be As-Built verified upon written re-quest to and approval by the Engineering Manager. Any such additional verification is not required by References 1-A thru l-0.  ;

, FOR INFORMAI!0N DNJ filST EAL RJ- '

F01A-85-59 8606020055 860521 G DE 9 PDR 3q -

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REVISION PAGE TEXAS UTILITIES SERVICES INC. INSTRUCTION CP-EI-4.5-1 1 4-27-81 2 of 23 2.3 DEFINITIONS AND ABBREVIATIONS FME - Field Mechanical Engineering G&H - Gibbs & Hill, New York PITS - Piping Information Tracking System PSDG - Pipe Support Design Group

.QAABC - Quality Assurance As-Built Coordinator SAMU - Structural Analysis Mobile Unit (Westinghouse)  !

SSAG - Site Stress Analysis Group TSABC - Technical Services As-Built Coordinator TSDRE - Technical Services Design Review Engineering TSMD - Technical Services Mechanical Drafting 2.4 RESPONSIBILITY I l

,- The CPP Mechanical Design Engineer is responsible for providing i technical direction and administrative guidance to-the CPP )

Mechanical Design Engineering organization of which Technical Services is a part.

The Technical Services Supervisor has been delegated the specific responsibility for ensuring activities within the pur-pose and scope of this instruction are. completed in accordance the measures described herein.

3.0 PROCEDURE The schematic representation of the flow of activities for this instruction is shown per Ref.1-E. This reference is included

, for information only.

3.1 INITIATION 1

The TSABC is responsible for identifying and verifying that l packages are ready for As-Built Verification. The PITS pro- i gram will be utilized to assist in this function. The As-Built. Verification process shall not be initiated until after turnover is effected.

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TEXAS (JTILITIES SERVICES INC. INSTRUCTION REVISION PAGE CP-EI 4.5-1 I a 97-R1 3 of 73 3.1.1 Contents The As-Built Verification package shall' consist of the following

  • documents:

a) BRP's b) BRHL's c) GHH-BRHL's (for 2 inch and smaller Non-Class 1 Stress Problem piping if applicable) d) BRH's '(for large bore p ping and 2 inch and smaller on Class 1 Stress Problems e) PITS printouts itemizing a) thru d) above f) As-Built Checklist 5 3.1.2 As-Built Checklist

. The TSABC is responsible for the preparation of Section I of the As-Built Checklist which is shown in Figure 1. The pre-paration and transmittal of this fom shall initiate the for-mal As-Built Verification process for a specified package.

3.1.3 Minimum Hall Welds r

The TSABC shall coodinate within Technical Services to as-cercain whether any^ Minimum Wall Welds are contained within '

the package. All Minimum Wall Welds must be clearly ident-ified to TSMD.

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E TEXAS UTILITIES SERVICES INC. INSTRUCTION REVISION PAGE

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CP-FT d_E 1 1 4-27-81 4 of 23 _ _, , _ _ .

3.1.4 Stiffness Values for Sucoorts on Class 1 Stress Proble.ns The TSABC shall coordinate within Technical Services to verify that "K" or Stiffness Values for all supports on Class 1 Stress Problems that have been revised from the designer's issue have been reevaluated and revised as necessary on the BRh.

3.2 PRE-VERIFICATION DRAWING UPDATE Upon receipt of the As-Built Checklist and associated PITS printout, TSMD will pull their copies of all associated draw-ings and incorporate outstanding CMC's, DCA's, etc. All draw-ings prephred in this fashion shall be identified as "As-Built" in the latest revisicn block.

3.2.1 BRP's TSMD shall insure that weights are provided for all valves shown on the BRP's. All Minimum Wall Welds identified by the TSABC shall ha identified by location on the BRP's and be trace-able to the 6CA accepting it.

3.2.2 BRHL's TSMD shall incorporate dimensional location of all suoports utilizing cuerdinate locations from associated BRH's. The BRHL is the control'ing document for location plan once this is ac-complished.

3.2.3 GHH-BRHL's TSMD shall verify that Stress Problem and node points for all supports are identified. All supports shall be identified as to type.

-g 3.2.4 BRH's .

No additional information is required other than incorporation N m

of any outstanding CMC's, DCA's, Blueline Revisions, etc. C3 ats 3.2.5 As-Built Checklist h

M TSMD will complete Section II of the As-Built Checklist, gather the applicable drawings and provide them to the TSABC.

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,ag 3.3 AS-BUILT VERIFICATION C3 "2:

k Upon receipt of the package from TSMD, the 1SABC will verify -

completeness of the package, log accordingl) and provide the package to the QAABC. The QAABC shall coordinate the necessary effort for obtaining and/or veriffing the required As-Built in-famation. The QAABC shall complete Section III of the As-Built Checklist.

E TEXAS UTILITIES SERVICES INC. INSTRUCTION REVISION PAGE CP-EI-4.5-1 1 4-27-81 R of 23 f

3.3.1 As-Built Verificatio'n (ABV) Tag

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Before a line is verified, ABV tags (Figure .2)'shall be attached to that line by the verification crew. These tags shall be placed at strategic locations to prevent oversight by other plant personnel. These tags shall be tracked by number and lo-cation. Use of the ABV-tags will ensure that anyone wanting to work on that line will know that is being "As-Built" verified and that prior to performing work on it, other than inspecting or testing, the QAABC must be consulted.

3.3.2 Verification of BRP's The verification of BRP's shall include the following:

a) Dimensions - All dimensions and elevations shown shall be verified. If a dimension is as per the drawing it shall be circled and checked. If a dimension is at variance with the drawing it shall be circled and the As-Built dimension writ-ten adjacent to the circle, b) Valves - The valve location and mark (type) number shall be verified. For all valves 2h 'nches nominal pipe size and larger, as well as power act 1; 'id 2 inches nominal pipe size and smaller valves, the valve crientation shall be shown on the BRP and verified.

c) Sleeves - The following infomation shall be verified for all piping passing through structural walls and floors (Items 1

  • and 4 shall be shown on the BRP. Items 1, 2, 3, and 5 shall be shown on the As-Built Checklist).
1) Identification of pipe sleeve
2) Sleeve eccentricity (if any)
3) Inside diameter of sleeve
4) Location of sleeve with respect to building column lines m
5) Type of sealing material used between pipe and sleeve (if c::3 any)  ::s3 d) Interconnecting Equipment - All interconnecting equipment i such as pumps, tanks, strainers, etc. shall be clearly ident-ified on the BRP. This shall include as a minimum the equip-ment mark number. The orientation of any item that is to-tally supported by the interconnecting piping shall be clear-ly shown on the BRP. sus 3.3.3 Verification of BRHL's C:::3 All BRHL's shall be verified to ascertain the following:

a) The number of installed hangers agrees with the number shown on the BRHL.

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TEXAS UTILITIES SERVICES INC. INSTRUCTION REVISION SE PAGE CP-EI-4.5-1 1 4-27-81 6 of 23 4

b) The actual mark numbers agree with the mark numbers shown on the BRHL.

c) The dimensional location of each support shall be verified and recorded in manner delineated in 3.3.2.a.

d) Hangers designated anchors that are cast,in concrete shall be verified to be in place.

3.3.4 Verification of GHH-BRHL's In addition to the requirements of 3.3.'3 above, GHH-BRHL's shall also be verified to ascertain the following:

a) The nominal angular departure, if any, from the X, Y or Z axis direction of support.

b) For piping designated part of a Class 1 Stress Problem, the

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BRHL shall be verified that a stiffness or "K" value is shown for each support.

t 3.3.5 Verification of BRH's -

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BRH's

Since have As-Built already, beenverification inspecth prioris_ occuring after to_ placement

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turnover, in th'elQA LVaulj.

{ As-Built verification is there~f6re only required on a random ~

lasis at the dlscretion of the QAAB'CT ~

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3.3.6 As-Built Checklist '(GA As-Nu cca -t)

Upon completion of the As-Built verification in the field, the QAABC reviews the package and completes the appropriate portion of the As-Built Checklist and transmits the package back to the TSABC who shall log the status of the package.

3.4 AS-BUILT ORAWING UPDATE The TSABC then effects the update of the drawings by TSMD. All drawings prepared in this fashion shall now be identified as "AS-BUILT VERIFIED" in the latest revision block. TSMD is re-sponsible for maintaining the marked-up verified drawi,1gs prc-vided by the QAABC on file for audit if required.

3.4.1 PITS Vodate The TSABC will coordinate the updating af PITS to show a code which identifies the As-Built status of the respective drawings.

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TEXAS UTILITIES SERVICES INC. INSTRUCTION REVISION PAGE CP-EI-4.5-1 1 4-27-81 7 of 23 ,

4 3.4.2 As-Built Checklist Upon completion of the draiwng update, TSMD will complete the appropriate portion of the As-Built Checklist, obtain copies of

e updated drawings and provide them to the TSABC.

l 3.5 RECONCILIATION OF THE ANALYSIS WITH THE AS-BUILT CONDITION The TSABC verifies completeness of package, logs and transmits the package to the responsible analysis organization. A copy of the As-Built Checklist is provided in this transmittal. For Class or 3 problems to be analyzed by SAMU, the TSABC shall at i modes of operation from G&H and provide to SAMU.

T. , responsible analysis organization updates the analysis in accordance with their internal practices and procedures.

3.5.1 Discrepant or Missing Information .

Discrepant or missing information shall be resolved /obtained through the TSABC. All changes and/or additions shall be doc-umented. The TSABC shall maintain copies of all such change and coordinate the correction and/or update of design drawingt when the analysis is deemed acceptable.

3.5.2 Resolution of Unacceptable Analysis The resolution of unacceptable analyses requies field verifi-cation of any proposed revision and/or addition. While the TSABC will coordinate the resolution effort, especially nec-essitated procurement resultant from the proposed solution, the responsibility for resolution rests with SSAG or SAMU as appli-cable. Responsibility for nomograph or alternate analysis rests with PSDG utilizing the assistance of SSAG if required. Field Mechanical Engineering shall issue any required revisions to piping or pipe supports.

3.6 ISSUANCE OF ACCEPTABLE ANALYSES 3.6.1 Issuance of Stress Problems That Did Not Reouire Reanalysis If a Stress Problem is verified to be acceptable and did not re-quire reanalysis based on the As-Built configuration being com-patible with the frozen issue of the Stress Analysis the appro-priate portion of the As-Built Checklist is completed by the re-sponsible analysis organization and transmitted to the TSABC for appropriate filing and updating of PITS to reflect status. No other efforts need be expended.

FOR WFORWmp nyvi

TEXAS UTILITIES SERVICES INC. INSTRUCTION REVISION PAGE CP-EI-4.5-1 1 4-27-81 8 of 23 4

3.6.2 Issuance of Non-High' Energy Stress Problems That Required Reanal-ysis If a Non-High Energy Stress problem is deemed acceptable, but re-analysis was required to achieve that state the problem shall be issued as per 3.6.1 above with the following additions:

a) A copy of the co outer printout of the Stress Analysis loads shall be transmo ted to the TSABC.

b) The TSABC shall coordinate verification of adequacy of indi-vidual hangers with the reanalysis in accordance with 3.7.2. .

3.6.3 Issuance of High Engergy Problems That Required Reanalysis If a high energy stress problem is deemed acceptable, but re- '

analysis was required to achieve that state, the responsible analysis organization proceeds as follows:

a) Damage Study

1. Confinn or repostulate breaks on G&H Fom 15M
2. Transmit Form ISM to TSABC, G&H Damage Study Group and Field Damage Study Group b) Stress Analysis - Issue identically as per 3.6.2 above. Do not hold hanger verification pending comoletion of verifi-

.n cation of damage study.

3.7 VERIFICATION OF PIPE SUPPORT DESIGN 3.7.1 Pioe Supports on Stress Problems That Did Not Require Reanalysis @ ,

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No further action is required for pipe supports on stress prob-lems that did not require reanalysis, other than documenting the >

fact per paragraph 3.7.3.

3.7.2 Pipe Supports on Stress Problems That Required Reanalysis  ;

Pipe supports on stress problems that required reanalysis must :d>8 be reviewed against the As-Built analysis and the loads resolved.

c:::p This review is performed by the origiani pipe support design or- ll;t51 ganization working on site in the TSDRE group.

a) Pipe Supports That Are Acceptable As Is - Pipe supports that are acceptable to the as-built verified issue of the analysis dC and do not require any revision shall be documented per par-l agraph 3.7.3.

b) Pipe Supports That Are Not Acceptable - Pipe supports that are not acceptable shall be corrected. The TSABC shall co-ordinate the resolution between TSDRE, FME and SAMU or SSAG  !

as reuired. Upon completion of corrective action all items ,

that were revised shall ' repeat the as-built cycle. The As-Built Checklist will be revised to reflect and track all changes through the process. '

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TEXAS UTILITIES SERVICES INC. REVISION SE PAGE INSTRUCTION  ;

CP-EI-4.5-1 1 4-27-81 9 of 23 4

3.7.3 Documentation i When all supports on a particular Stress Problem or package have been verified to be acceptable, the BRH will be stamped and signed by a duly authorized representative of the original pipe support design organization. The TSABC will coordinate the up-dating of PITS to show a code which identifies the acceptable status of the as-built verified support.

The completed As-Built Checklist shall be forwarded by the TSABC to the Permanent Plant Records Vault for retention.

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I TEXAS UTILITIES SERVICES INC. INSTRUCTION REVISION DA s c. E PAGE CP-ET-4.5-1 1 l4-27-81l10ov23:,

y Stress Pece Nomo Pkg Alta Pk9 FIGURE 1 A5-BUILT CHE KL!57

. IntT!Af t0M (to te fitted in tv TSA8C)
4. C 5 tress Proolem C Monograon C Alternate Analysis Class 1 Pecolem C Yes C No
5. PITS Printout Cate Time Cty cf succorts C, 82P/82HL/GhM-BRML

$2P SPNI. GHM-8RML OPAWi%G 40f5). 2D. 10. 8D. 40. sty. sc.

1.

2.

4 10.

If more than ten (10) caeck here C and attaen se:arate smeet C. "!4t v WALL VIOLATIONS C Mone Acolfcaole C Identiff ed on Attac*ec DCA

  • E. STIFFNESS VALLES C Mot Acolicable C Mo cmance to ( vahes (Not a CIass ' Pr0olem) C Devised E values ide9tt'*e1 telow f

Section I of As-Built decklist Cc;rcleted and Transf"itted to *C'O CATE w&

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TEXAS UTIL U IES SERVICES U:C. INSTRUCTION REVISION IQE CAac pggg CP-EI-4.5-1l 1 l4-27-81 11 of23 !

Stress prod Nomo Pkg Alta Pkg FIGURf 1 AS-8U!!,7 CHECR [$T

!!. POE-VERIFICAi!CN CRA'a!NG 'JPCATE A. 8RP's O wetsnes :nown for all valves

  • winimum Wall Welds C Shown on BAP C Not acclicaele C All outstanding revisions incorocrated C !aentified as *precared for as-tutit veet ficatien"
9. BRHt.'s C Oimensional location of all succorts snown C All outstanding revisions inc:rporate*

C !dentified as "orecared for as-tut . ** ** c a ti on '

C. GHH-BRHL's C Otmensional locatio .

so- ts snewn

.se Points ldenttfied u Alternata Anal' s C NomograOn Q Tyoe of succort identified for all secocrts a luantified as *as-Duilt*

  • 3. SRH's C All outstanding revisions incorocrated E. teoredactten C Cootes of StP's attacned C lot acoticacie C Ccotes of 52*L's attac*ed g*tetano11caole C C:stes of 1,4H-!SHL's attacred w Not toDlicaDie C PITS grtntout attacsed Seciton II :f as-Bailt Chectitst ,Corete ed and transmittes to TSA8C CATE we S &Ctage *omotetteess ' tert fied and I*ansmttted t CAABC 3AIE GA6C m

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ISSUE TEXAS UTILITIES SERVICES It:C. INSTRUCTION REVISION g PAGE lCP-EI-4.5-1l 1 l 4-27-81 l12 of 23 v

Stress Proo

?lomo Pkg A ta Pkg FIGURE 1 AS-8UILT CHE0r',is?

!!!. 45-8U!L? VE*f FICATION A. C A8V tags af'f zed S. BAP Verif! cation C All dimensions veetfied and circled C All cf rcles either checked or as-euilt dimeaston weit *en adjaceat to circle C Valve location and mark numoers verified C Valve orientation verified and anectated on drs= tag (all valves 2 2'f and oower actuated valves $ 25*)

  • 5leeves C aoolicable (fill in telew) C not ecolicaole C sleeve identiffed on BR8 C sleeve located = cescect to tutiding cole lines on 8 o

C below lis .n oroviced for all .

sle N O V eeve Identific

\ elearance On norizontal runs ' tify "ao* amts ng //t On, vertical runs .entify " north" axis \

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Sleeve ID Sleeve 10 sleeve !0 SRP BRP SRP s

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%J C Addit *onal sleeves snown on attacned srett

  • !nterconeecting Ecatomeet C info snown ca BRP C not soolicacie l

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E TEXAS UTILITIES SERVICES INC. INSTRUCTION REVISION 7g PAGE lCD-ET4.5-1 1 81 13 nr 23 f

Stress Proo

  • !cmo Pkg Alta 8kg FIGURE 1 AS.3U[LT CuttXL f 57

!!!. Con't.

C. BRHi. Ve*1fication C not acclicable C acclicable.comotete following C No. of installed succorts agrees with SRHL C Swooort mart nweers verified C Dimensional location of esca succort verified circled.

C All circles eitsee checked or as. built dimension written adjacent to circle C 5ucoorts designated ancnors Mat are cast in concrete nave been verified to te in place D. GHN.8RHL Verification Onot acclicable Cacolicable-corelete folicwing CNo. of installed succorts agrees with GHM-BRA C suocort mare nweers verified

., C0imensional location of eacn succort we fled and circled Call circles eitner checked or as-bu t nsion written adjacent to circle CSuccorts designated ancnors t. t ;crcre'.e r' ave been verified to be in place C'lominal angular deos a . 3 the I. f of I amis, direction of sucoort is snow 9

  • Class 1 Stress Proo .s comolete 9 1o= C 'ao C $tiffness '

shown for eac9 swoocet E. BRH's

    1. andom BRN Ve*1fication Perfomd Cyes C io Section !!! of As.3utit Checklist Coroteted and Transmitted to !!ABC A

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8ackage coroleteness verified. logged ano transmitted to !$3 MTE

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E TEXAS UTILUIES SERVICES INC. INSTRUCTION REVISION PAGE CP-EI 4.5-1 1 4-27-81 l14 of 23; f

Stress Peso Nomo PN AltM Pkg FIGURE 1 A$-8UIL? CHEcrt!$7 IV. aS-EUIL? Oc1W!% 'J90A?E A. SRP's 0 0rawings updated C Identified as "As-Built Verified"

8. BRML's CDeamings updated C laentified as *As-Built Verified" C. GHM-8RNL's C rawings uodated

. "Icentified as "As-Suilt Verified * *

3. 82H's

""arted-up BRM's UDdated CYe' ". - orovided E. "oces of Oceration Provide ' ' - . and 3 only) -

C Provided \

C.%ct Acolicasle F. Recreduction C Copies of BPP's attached C rot acclicacie C Cootes of 3RK.'s attacred C net acclicaele C Contes of GnM-3RY.'s attached C net acolicaele C Cocies of BRw's attaened Section IV of As-8 Jilt CheCRIlst C.Foleted and Transmitted to tSAIC OATC sX ,

Package Comoleteness verified. uodated DIT3 or19 touts srowiag cureegt revisions and as-Outlt status attac*ed and transmitted to (Gibts & dill)

(SAW) on CPPA dated 01 i 10R NORMAT M (W ,

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I TEXAS UTII.ITIES SERVICES INC. INSTRUCTION REVISION PAGE CP-EI-4.5-1l 1  ! 4-27-81 l15 of 23 Stress Droo Nomo Pkg Alta Pkg FIGURE I AS-BUILT CHEtri.!$7

v. RECCNCit:ATION AND ISSUANCE OF ANALY$t$ WITH THE as.8U:Li CON 0!?!04 A. 01screcent or Missing Information QPackage complete uson receiot, proceed to 7 3 w Package incomplete upon receipt. reouest aEd tract info as folle=s:

Information Recuested Infomation 8eceived tetter No. and Oate Letter No. and Oate 1.

2.

3.

OPackage comoleted as itemired above, proceed to 7 S B. Analysis b "eeanalysis not recuired. Droceed i 4

.1

[ Reanalysis perdormed, resultsAcc. aceed to 7.0.2.

~. Reanalysis cer#crw d. res it un .

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a) Gibes & Mill Y .ue 'T scribing unaccectaste results 'or

$3AG to re

.1- 0 ATE sacos k Hiii

3) S&J or DSDG - proceed to 7.C.

C. Resolution of Unacceptaele Analysis

1. C Ces, oCA's issued to resolve anac ectaste results ite=1:ed telow OCA's OATE cts OATE Cate 55Aa,5Mu/ P SA- las acclicaoles E0R INFORMAT DN ONLY an e

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ISSUE TEXAS UTILITIES SERVICES IMC. INSTRUCTION REVISION g PAGE CP-EI-4.5-1! 1 l 4-27-81 l16 of 23 Stress Proo More Pkg Alta 9tg FIGU;tE 1 AS.8Uft? CHECKL!$7

v. Con' t .
2. 2 BRP's. SRHL's etc. uodated to reflect [.C.1.

DAit TW

3. 0 0AABC verifies as-Duilt Condition of E. .2. above.

4 C $$AG/SAMU/P50G Reanalysis Confirmation. results aCCeotaele -

peaceed to [.0.2.

D. Issuance of ACCeDtable Analysis

1. C Reanalysis was not required. Issue G'M, CP94 or dPT uniCR
  • defines the issue of the 4RAIysis that was rec 3nCiled 13 the as-built state and found to aCCe0 table.
2. 2 Reanalysis was recuired . CEPA or WPI attacning tPe aCCe0taDIe as-Dui 9 ys . attaching I C:0y 2f t?e Com.

puter out=ut.

3. C Letter No. L 4 Dove: date Mn/ SAX 4/ 55AG/P LM 4 *wign Ereen Prestem C'es C No If yes preoare and transmit Form 15M Oate  ;

Let;e* 40. 1 E0R hWon;,;,.o unu,

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TEXAS UTILITIES SERVICES II:0. INSTRUCTION REVISION pg hSa E

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CP-EI-4.5-1l 1 !a-27-81 !!7of ?4 1

i Stress Prod Momo Ptg Alta Pkg FIGURE 1 AS.8U!L? CHECKt.fS?

V!. VERIFICATION OF P!PE SUPPORT OES!GM I A. C Reanalysis was not cerformed. No furtner action required. #!?S updated to reflect as-Duilt acceotaoility of analysis and hangers, incit, ding reference to analysis transmittal letter no.

s. C eeanalysis -as cedormd and all oice suceerts nave eeen reviewed  !

against the final analysis and found to be at:estable. Proceed as '

cer 7T.A above r C. C Reanalysis was cedor ed and all pipe succorts have teen reivewed against the final analysis and found to be accectante witN tre exception of the succorts listed eelow:

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2.

3.

4 13.

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FOR SHFORME10H BHL  !

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ISSUE TEXAS UTILITIES SERVICES INC. INSTRUCTION REVISION g PAGE lCP-EI-4.5-1l 1  ! 4-27-81 l1 A of ?3 o

FIGURE 2 AS.8UILT VERIFICATION TAG (TYPICAL)

CPSES NO.

'AS-8UILT' VERIFICATION TAG Line No. ,,k, Orawing No. .s f Location:

This line il bei ed for as. built purposes.

Contict' at est.

prior to performing any work other than inspection and testing on this line.

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ISSUr TEXAS UTILITIES SERVICES I!:C. INSTRUCTION REVISION g PAGE CP-EI-4.5-1 1 l 4-27-81 l19 of 23 l 4

9 ATTAC MENT 1 RIGOROUS STRESS ANALY115 PROBLEMS WHICH REQulRE AS-Bu!LT VERIFICATION GISBS & H[LL ANALY5t$ WEST!P4HOUS( ANALY5[5 Sv5 ten HIGH ENERGY NON-HIGH ENERGY HIGH ENERGY NON-GIGH (NCR;v AF Aust11ary Fees.ater 1-0104 1-0128 1 0100 1-156 (7 High Energy) 1-0108 1 0120 1-Olla (5 Non-High Energy) 1-010C 1-012E l-0118 1 012A 1-011C BA Coron Recycle 1 089 1-093A (7 Non-Hign Energy) 1-090 1-0938 1 091 1 094 1 0928 CC Coswonent Cooling 1-055A 1-056A (49 Non-High Energy) 1 0558 1-0621 1-0568 1-055C 1 062f

' 1-0550 1 062Z l.057 1-063A 1-058 1-0638 1-0594 1063C 1-0598 1-0630 1-059C 1 0644 1-0590 1-0648 1-060 1 064C 1-061A 1-0640 1-06 18 1-064E l-061C 1-064F 1-0610 1-065 1-061E 1-066A 1-061F 1 0668 1-062A 1-066C 1-0628 1-157A 1 062C 1-1578 1-0620 1-157C 1-062E 1 15aA 1-062F 1-1588 1-062G 1 15aC CH Chtlled water 1-188 (t Non-Hign Energy) 1-189 A

FOR INfukMAll0N UNLY

ISSU:

TEXAS UTILITIES SriVICES I!:C. INSTRUCTION REVISION g PAGE lCP-EI-45-1l 1 la-27-81 20 of 23 e

F ATTACNtENT 1 RIGGROUS STRESS ANALYSIS PROBLEMS WHICH REQUIRE AS-BUILT VERIFICATION

  • Class 1 Stress Prebit
  • GIBBS & HILL ANALYSES WESTINGHOUSE ANALY5ES SYSTEM HIGH ENERGY NON-HIGH ENERGY HIGH ENERGY NON-HIGH ENE9GY CS Chemical & volwne control 1-040 1 051C 1-150F *l-039 *1-045C 1-047A (31 Hign Energy) 1 042A 1-0510 1-0478 1 150G *1-041 *l.0450 (11 Non-High Energy) 1-0428 1-052X 1-052U 1 150H 'l-0438 *l-045E l-0450 1-052Y l-052V t-1501 *l.043C *1-045v I-045R l-052Z 1-052W 1-150J *l-0430 *1-045d 1-0455 1-092A *1-043Y *1-045I l-045T 'l-043Z 't-045Y 1-046A *1-044 1-0518 1-0468 1-05 tA CT Containment Spray 1-027 1 032 (37 Non-High Energy) 1-028 1-033 1 029K 1-034A 1-029t 1-0348 1-029M 1-034C 1-029N 1-035A 1-0290 1-0358 1-029P l-035C 1-0290 1-0350 1 0295 1-035E I.029T l-035F 1-029U 1 036 1-029v 1-0378 1-029W l.037W 1-0291 1-0371 1 029Y l-037Y 1-029Z 1-037Z 1-163 1-0 30 1-031 p

00 Destnerallred & Reactor Makeup 1 095 1-097C Water 1-097A 1-C970 (5 Non-Hign Energy) 1-0978

!0R FORWAIldV DM.E

6 ISSUE TU AS UTILITIES SERVICES INC. INSTRUCTION REVISION MTE PAGE CP-EI-4.5-1 1 l4-27-81 21 of23 e

ATTACmENT 1 RIGOROUS STRESS ANALYS!$ PROBLEMS WHICH RIOUIRE AS-8UILT vtRIFICATION SYSTEM GIBBS & HILL ANALYSES WESTINGHOUSE _ ANALYSES HIGH (NERGY .NON-HIGH (N(RGY M(GM (N(RGY NON-HIGH (N[R",Y 00 Olesel Generator Fuel Oli 1-165A 1-165H (14 Non-Mign Energy) 1-1658 1-167A 1 165C 1 1678 1-1650 1-167C 1-165E l-1670 1 165F 1-167E l 165G l 167F FW Steam Generator Feedwater 1-005 1-154 (20 Nign Ener9y) 1-006 1-155 -1 1-007 1-166A 1 008 l-1668 1 009A 1-166C

', 1-0098 1-1660 1 009C 1-169 l-0090 1 170 1 152 1-171 1 153 1-172 MS Main Steam 1 001 1 0798 1 081 (27 High Energy) 1 002 1-079C (1 Non-Mign Energy) 1-003 1-0790 1 004 1 079E 1 023A 1-079F 1 0238 1-080A 1-J23C 1-05108 1-0230 1-080C 1-075 1 0800 1-076A 1 0768 1-0%A 1-077 1 0968

-078 1-096C 1-079A 1 0960 FDN.!fif.0RMATlBNDY!

ISSUE TUAS UTILITIES SGVICES D:C. INSTRUCTION REVISION g PAGe.

lCP-EI-4.5-1 1 l4-27-81 22 of 23 ATTAC MENT 1 klGORous STRESS ANALYS!$ PROBLEHS WHICH REQUIRE AS-BUILT VERIFICATION

  • Class 1 Stress Rroolems

%YSTEM GIBBS 5 HILL ANALY$E$

WESTINGHOUSE ANA(VSES HIGH ENERGY NON-HIGH ENERGY HIGH ENERGY NON-et!GH ENERGY RC Reactor Coolant (6 Nfsn Energy) *1-025 *!-054A *1-082 *1-085 (4 Nor-Hign Energy) *1-038A 'l 0548 *t-083

  • 1-053 *l-054C *l-084 RH Residual Heat Removal (2HignEnergy) 1-069 l-073 *1 026A (6 Non-Hign Energy) 1-070 1-074 *1 0268 1-071A 1-072 SA Austilary Steam 1-135A **-1350 (6 Hign Energy) 1-1358 1-135E 1-135C 1-135F 58 Steam Generator 810wdown 1-079E (2 Hlon Energy) 1 079F SF Spent Fuel Pool Cooling and Cleanuo 1-086A 1-08SF (18 Non-Hign Energy) 1 0868 1-088W 1-086C 1 088X l-087A 1 0887 1 0878 1 0882 1-087C 1 151A 1 088C 1-1518 1-OS80 1-151C 1-088E l-1510

$1 Safety injection 1-020A (10 Hign Energy) 1 019A 1 0200 *l-013 *l-015Z (9 Non-Hign Energy) 1-0198 1-024 'l-0144 *l-016 1-019C 1-0718 *l-0148 *1 017 1-0208 1-186 *l-0158 *l-018 1-020C 'l-015Y FOR lNFORMAT!0N ON

-9

. e s l l

I TEXAS UTILITIES SERVICES INC. INSTRUCTION REVISION pggg h53 E CP-EI-4.5-1l 1 4-27-81 l23 of 23 e

i ATTAC WENT 1 RIGOROUS STRESS AN*LYS!$ PROBLEMS WHICH v REQUIRE AS-8UILT VERIFICATION l

SYSTEM GIBB$ & HILL ANALYSES WEST 1gGyngsg Ag2(ysg HIGH ENERGY NON-HIGH ENEDGY HIGH ENERF.T NONlitGHENERE

$W Service Water 1-021 1-068T (22 Non-Hion Eneroy) l-0675 1-022 1-068U 1-067W i

1-067T l-068V l-068A 1-06 7U 1-068x 1-0685 1-067V 1 068Y 1 0684 1-067X 1 068Z 1-164 1-067Y l-176 1-067Z 1-177 VA Hydrogen Purge 3.g7g4 g.g79 (4 Non-High Energy) 1-1788 1 180 VD Vents & Drains 3.g74 (2 Non-High Energy) g.g75

?? ($

Instrupent Tubing )

Non-High Energy 1 168A 1-1680 6 1 1688 1 168E 1-16BC Total (All Systems) 73 - 188 - . g3 FOR INFORMAIl0N ONI.0

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