ML20195F383

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Voided Rev 11 to Procedure DCP-3, Comanche Peak Steam Electric Station Document Control Program
ML20195F383
Person / Time
Site: Comanche Peak  Luminant icon.png
Issue date: 03/09/1981
From: Tanya Hood
BROWN & ROOT, INC. (SUBS. OF HALLIBURTON CO.)
To:
Shared Package
ML20195F283 List: ... further results
References
FOIA-85-59 DCP-3, NUDOCS 8606120100
Download: ML20195F383 (13)
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, gggg y i . INDEXED BROWN & ROOT, INC. PROCEDURE i "e

CPSES NUMBER REVISION i M TE 7ec --

JOB 3S-1195 1

DCP-3 1 of 7 11; 7 3/9/81 TITLE: ORIGINATOR: ohm /  ! J 73-F/

DATE CPSES DOCUMENT CONTROL PROGRAM REVIEWED BY: EauscuY d///

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///d b E .3 DATE' Y

APPROVED BY / b. M<c 4M ' E-s-J/

CONSTRUCTION PROJECT MANAGER DATE o.i TABLE OF CONTENTS Section Title CPSES

1.0 REFERENCES

,, -1195

2.0 INTRODUCTION

2.1 PURPOSE a:-

2.2 e SCOPE o g 3.0 PROCEDURE 3.1 REPRODUCTION AND DISTRIBUTION 3.1.1 Scope of Controlled Documents C0iG 3.1.2 Controlled Copy Stamp 3.1.3 Issuance of Documents for Construction l 3.1.4 Document Revisions 3.1.5 Non-controlled Distribution g g itf 3.1.6 g Pre-DCC Controlled Distribution 3.2 RECEIPT AND ACCOUNTING FOR CONTROLLED DOCUMENTS OC/V gL 3.2.1 3.2.2 Receipt of Controlled Documents Accounting for Controlled Documents DG/VMS 3.3 MAINTENANCE AND STORAGE OF DOCUMENTS 3.3.1 Maintenance of Documents 3.3.2 Storage of Documents

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1.0 REFERENCES

s vs vv vV 1.1 Brown & Root Quality Assurance Manual 1.2 35-1195-CP-CPM-6.3 1.3 35-1195-DEI-9 1.4 TUQ-552 1.5 IM-15260

2.0 INTRODUCTION

2.1 PURPOSE The purpose of this procedure is to describe the document control activities at the Comanche Peak Steam Electric Station (CPSES).

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tr ntTMS - ui; INDEggg JOB 35-1195 Comanche Peak Star.: Electric Station Sheet 1 of 2 Construction Procedure DOCUMENT CHANGE NOTICE NUMBER 3 This notice applies to Construction Procedure rio. 35-1195 DCP-3 Revision 11 .

This change will be incorporated in the next revision of the procedure.

Change the procedure as follows:

Replace the following page with the attached:

Page 5 of 7 l '

Reason, for change: Deletion This change approved by: Reviewed b -

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WW 01 iginator "N//8/

Date

) 4A 11f16f21 Brown & Root Qug)ity Assurance ' Cate Reviewed by:

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l- Reviewed by:

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TUGC0 Quality Assurance Date Dc%l tua/

Construction PrcJec: Manager ' Cate uns!8 Effective Date W M V- -

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. ARMS O

y047e, IND5xED JOB 35-1195 Comanche Peak Steam Electric Station Sheet 1 of 2 Construction Procedure DOCUMENT CHANGE NOTICE NUMBER 2 This notice applies to Construction Procedure No. 35-1195- DCP-3 Revision 11 .

This change will be incorporated in the next revision of the procedure.

Change the procedure as follows:

Replace the following page with the attached:

Page 3 of 7 Reason for change: Additional requirements This ,ange approved by: Reviewed by:

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Originator Date Brown & Root Quality Assurance Cate Reviewed by:

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Construction Project Mgr/ger Date Effective Date 5-

F""' ARMS l

r INDEXED JOB 35-119e Comanche Peak Steam Electric Station DAIIe _._

Construction Procedure DOCUMENT CHANGE NOTICE NUMBER 1 Sheet 1 of 2 This notice applies to Construction Procedure No. 35-1195- ncp_1 Revision 11 .

This change will be incorporated in the next revision of the procedure.

Change the procedure as follows:

Replace page 7 of 7 l

Reason for change: Clarification This change pproved by: Reviewed by:

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Origiliator Date Brown & Root Quality Assurance' Date A Wr :s-Ar

/ Tyf20 Quality Assurance Date l Reviewed by:

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Fh ,hs, ./ .. / 5'.3' 'fl S-50~?l Construction Project Manager Date Effective Date DCP-3, Rev. 11, CN#1

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PROCEDURE f EFFECTIVE BROWN & ROOT, INC. NUMBER REVISION DATE i PAGE q CPSES

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' I JOB 35-1195 DCP-3 11 f 3/9/81 2 of 7 2.2 SCOPE This procedure addresses the activities of and responsibilities for the control, receipt, reproduction, distribution, storage, and retrieval of construction and design documents generated at the site or received by the Document Control Center (DCC).

3.0 PROCEDURE 3.1 REPRODUCTION AND DISTRIBUTION 3.1.1 Scope of Controlled Documents DCC will be responsible for the reproduction of controlled documents including, but not limited to, drawings, specifi-cations, design changes, procedures, instructions, and con-struction hold notices.

3.1.1.1 Controlled documents (control stamped only) shall be distributed to recipients identified by their respective control numbers on the Distribution Routing Control List (DRCL). Design changes and other non-control stamped documents will be control distri-buted by the Document Distribution Log (DDL).

3.1.2 Controlled Copy Stamp Reproduced " controlled" copies will be identified with the

" controlled copy stamp" (see figure below) and the control number entered in the shaded area of the stamp.

CPSES 35 1195 CONTROL 474>3:,g e $$itiSM e COPY  %

U CONM-3.1.3 Issuance of Documents for Construction Upon receipt of project or design documents, the DCC Supervisor shall review the document to ensure the document has been properly approved and released for use. Documents not approved or not re-leased for use shall not be issued to construction.

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PROCEDURE f EFFECTIVE  !

BROWN & ROOT, INC. NUMBER I REVISION DATE PAGE CPSES I c!

' l JOB 35-1195 DCP-3 11 3/9/81 3 of 7 3.1.3.1 G&H Design drawings must have a numerical revision designation of at least "0" for issuance. Drawings without numerical re-vision designations or with alpha revision designations shall be considered preliminary drawings and shall be stamped as follows:

PRELIM?. NARY COPY THis COCULE:T HAS NOT EEEN AP? ROVED M:D 13 NOT TO BE USED FOR ANY PHYS; CAL CONSTRUCTION ACTIVITY NOTE: If a G&H approval letter revises the status of a

. preliminary drawing to a TUSI Status 1, it may be issued as a controlled drawing.

3.1.4 Document Revisions 3.1.4.1 Revisions to documents including but not limited to, design changes and document change notices, which affect other controlled documents, shall be distributed to the same control recipients receiving tne affected document. Revisiens to these types of documents shall be processed in the same manner as the original issue.

NOTE: Control and Distribution of CMC's affecting Component Support Hanger Packages shall be performed in accordance with Procedure DEI-9.

3.1.4.2 Any document reproduced and distributed by the DCC that is affected by design change documentation will be marked with one of the following stamps:

TH'S '36CLMaf F :.C.. : ) BY A

l DESLGN CHANGES THIS DOCUMENT i AFFECTED BY l DESIGN CHANGES e

DCP .3 Rev. 11 DCN #2 8/20/81 Sheet 2 of 2 L ' E

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' PROCEDURE EFFECTIVE BROWN & ROOT, INC. NUMBER .l REVISION DATE . PAGE '

g CPSES I

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4 JOB 35-1195  ! j DCP-3 11 j 3/9/81 4 of 7 l

3.1.5 Non-controlled Distribution Non-controlled distribution of documents may be made for the purposes listed below provided they are not used for production activities and are appropriately marked. It shall be the re-cipients' responsibility to ensure these copies have not been superseded by revisions.

3.1.5.1 Information Copies "Information Copies" may be issued on request to non-craft de-partments. When craft departments request "Information Copies,"

they will only be issued to file custodians, with the appropriate craft superintendent's signature.

INFORMATION COPY l

THIS DOCUMENT IS FOR INFORMATION ONLY.

CONTACT DOCUMENT CONTROL FOR CURRENT STATUS AND REVISION.

3.1.5.2 Bid Document Copy BID DOCUMENT ,

3.1.5.3 Take-off Copy "A ( E-0 :F C0 3Y

' TO BE USED FOR TAKE-OFF ONLY. THIS DOCUMENT DOES NOT REFLECT STATUS OR DESIGN CHANGE INFORMATION AND IS NOT TO BE USED FOR ANY PHYSICAL CONSTRUCTION ACTIVITY.

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f PROCEDURE EFFECTIVE BROWN & ROOT, INC. NUMBER REVISION DATE PAGE q CPSES JOB 35-1195 DCP-3 11 3/9/81 5 of 7 3.1.5.4 Training Copy FOR THAkadi PURPOSES ONLY NOTE: Some document copies may reflect both a black "Information Copy" stamp and a control stamp (with a control copy number in the shaded area).

These are valid control-copies, issued by the DCC, and can be used in the field for construc-tion.

3.1.6 Pre-DCC Controlled Distribution 3.1.6.1 Any temporary controlled distribution made by a department, such as "4 day" or "10 day" distribution, shall be followed by sub-sequent controlled distribution by the DCC or the cognizant department.

3.2 RECEIPT AND ACCOUNTING FOR CONTROLLED DOCUMENTS 3.2.1 Receipt of Controlled Documents 3.2.1.1 Prior to interface with DCC involving any controlled documents, site file custodians have completed an'e of the following:

1. DCC orientation class (given during 1977-78 before file custodians were tested).
2. Passing grade on DCC test, which is based on a thorough knowledge of DCP-3.

Documentation supporting such qualification shall be maintained by DCC.

e DCP-3 Rev. 11 DCN #3 11/19/g1 Sheet 2 of 2

EFFECTIVE i

. PROCEDURE BROWN & ROOT, INC. NUMBER REVISION DATE I PAGE

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CPSES

i JOB 35-1195 DCP-3 11 3/9/81 f 6 of 7 I

3.2.1.2 Controlled document receipt from the DCC shall be only by file custodians.

3.2.1.3 Design change documentation shall be distributed and maintained at the same location as the affected documents. The site file custodians will post all design changes in their Design Change Log Books. If the design change received is the first issued against the affected document, the site file custodians must stamp their controlled copies of the affected document (s) with the design change indicator stamp, shown in paragraph 3.1.4.1, make a logsheet for the affected document, and note the design change number on the logsheet.

NOTE: Classification of hangers will be governed by the current revision of DCA-5021 which will not be posted in the design change logbooks. DCC will stamp controlled copies of all hanger drawings with the following stamp:

CHECK CURRENT REVISION OF DCA-5021 FOR BANGER CLASSIEICAT.lON, EXCLUSION: When authorized in writing by the Senior Staff Engineer, design change information shall be distributed to organizations holding the affected documents, and the design char.ge information neither main-tained or posted as discussed above. How-ever, the design change must be reviewed by responsible personnel to ensure it does not affect that discipline's work activities.

Where they do affect the activities, they shall be posted and maintained as discussed above. Copies of this authorization shall be maintained by the DCC Supervisor.

3.2.1.4 If the document being received is a DCN, the site file custodian must mark the DCN number on the cover sheet of the affected pro-cedure and file the DCN with the procedure.

NOTE: Only when'a new revision of a document is distributed will a new updated log sheet be distributed with that document. Upon receipt of the new log sheet from the DCC, file custodians should replace the old log sheet in their Design Change Log Book with the new one, and discard the old log sheet.

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PROCEDURE EFFECTIVE I BROWN & ROOT, INC. NUMBER REVISION DATE PAGE

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CPSES '

m j l JOB 35-1195 '

DCP-3 11 3/9/81 7 of 7 3.2.1.5 " Mail-out" distribution is made by letter accompanied by DRCL.

3.2.2 Accounting for Controlled Documents 3.2.2.1 All controlled copy holders will, once each quarter do a complete audit of their controlled document files to ensure that all appli-cable design documents are current and that the design change logs show the current approved and issued design change information.

3.2.2.2 In order to perform these audits, file custodians should request from the DCC a " recipient trace" for their control number which will indicate:

1. Those documents they are shown as having.
2. Appropriate revision of each document.
3. Number of copies of the document they have.

To audit their design change logs, site file custodians will come to the DCC and compare their logbook (s) with the DCC master logbooks. Once that is done, the. physical design change files shall be checked at each file location.

3.2.2.3 A memo shall be written to the DCC supervisor indicating that the audit has been completed and corrective action, if any, has been taken 3.2.2.4 If for any reason, a superseded document is retained, the face of the document must be stamped or marked " VOID". When no lon er required, superseded documents should be destroyed.

3.3 MAINTENANCE AND STORAGE OF DOCUMENTS 3.3.1 Maintenance of Documents The DCC shall maintain a file of current document revisions and

, as-built drawings as they are received. Additionally, a listing of all such documents and a list of all active changes shall

( be maintained.

3.3.2 Storage of Documents Project Record files are stored in the DCC vault. These include, but are not limited to; specifications, procedures, correspondence, manuals, drawings, aperture cards and silver microfiche originals.

NOTE: If circumstances exist that require deviation from require-ments of this procedure, exceptions will be authorized in I

writing by the Senior Staff Engineer and such authorization will be kept on file by the Document Control Supervisor.

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l DCf-3,Rev.11,CN#1 d-Sheet 2 of 2_

PRCCEDURE l  ! EFFECTIVE BROWN & ROOT, INC. NUMBER l REVISION DATE PAGE l

p CPSES JOB 15-1195  ! l DCP-3 11 5 of 7 l l 3/9/81 l 1

3.1.5.4 Training Copy '

FOR TRAIM M -

g ONLY gpRPOSES NOTE: Some document copies may reflect both a black "Information Copy" stamp and a control stamp (with a control copy number in the shaded area).

4 These are valid control copies, issued by the DCC, and can be used in the field for construc-h tion.

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@ 3.1.6 Pre-DCC Controlled Distribution X

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" Controlled distribution" may be made by any department provided the distribution is in accordance with approved procedures.

3.1.6.1 Any temporary controlled distribution made by a department, such Q

h c as "4 day" or "10 day" distribution, shall be followed by sub-sequent controlled distribution by the DCC or the cognizant

\ department.

y 3.2 RECEIPT AND ACCOUNTING FOR CONTROLLED DOCUMENTS 3.2.1. Receipt of Controlled Documents 3.2.1.1 Prior to interface with DCC involving any controlled documents, site file custodians have completed one of the following:

1. DCC orientation class (given during 1977-78 before file custodians were tested).
2. Passing grade on DCC tust, which is based on a thorough knowledge of DCP-3.

Documentation supporting such qualification shall be maintained by DCC. l e

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PROCEDURE EFFECTIVE BROWN & ROOT, INC. NUMBER REVISION DATE PAGE l

C' CPSES i

JOB 35-1195 l DCP-3 11 3 of 7 l 3/9/81 3.1.3.1 G&H Design drawings must have a numerical revision designation of at least "0" for issuance. Drawings without numerical re-vision designations or with alpha revision designations shall be considered preliminary drawings and shall be stamped as follows:

1 M PRELIMINARY COPY THIS DOCUMENT HAS NOT BEEN APPROVED AND IS NOT TO BE USED FOR ANY PHYSICAL CONSTRUCTION ACTIVITY NOTE: If a G&H approval letter revises the status of a preliminary drawing to a TUSI Status 1, it may be issued as a controlled drawing.

3.1.4 Document Revisions '

3.1.4.1 Revisions to documents including but not limited to, design changes and document change notices, which affect other controlled documents, M

k shall be distributed to the same control recipients receiving the affected document. Revisions to these types of documents shall be processed in the same manner as the original issue.

3.1.4.2 Any document reproduced and distributed by the DCC that is affected by design change documentation will be marked with one of the following stamps:

4 THIS DOCUMENT .

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AFFECTED BY

.N DESIG N CHANGES THIS DOCUMENT AFFECTED BY

. DESIGN CHANGES l

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PROCEDURE EFFECTIVE .

BROWN & ROOT, INC. NUMBER REVISION DATE PAGE F CPSES l

JOB 35-1195 DCP-3 11 l 3/9/81 7 of 7 3.2.1.5 " Mail-out" distribution is made by letter accompanied by DRCL.

3.2.2 Accounting for Controlled Documents 3.2.2.1 All controlled copy holders will, once each quarter do a complete

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audit of their controlled document files to ensure that all appli-cable design documents are current and that the design change logs show the current approved and issued design change information.

3.2.2.2 In order to perform these audits, file custodians should request

\ from the DCC a " recipient trace" for their control number which 9 will indicate:

h 6 1. Those documents they are shown as having, g . Appropriate revision of each document.

3 Number of copies of the document they have.

I audit their design cNnge logs, site file custodians will me to the DCC and compare their logbook (s) with the DCC master logbooks. Once that is done, the physical design change files g shall be checked at each file location.

3.2.2.3 A memo shall be written to the DCC supervisor indicating that the audit has been completed and corrective action, if any, has been taken as required.

4 - 3.2.2.4 If for any reason, a superseded document is retained, the face O of the document must be stamped or marked "V0ID". When no longer k required, superseded documents should be destroyed.

3.3 MAINTENANCE AND STORAGE OF DOCUMENTS 3.3.1 Maintenance of Documents The DCC 'shall maintain a file of current document revisions and as-built drawings as they are received. Additionally, a listing of all such documents and a list of all active changes shall -

be maintained.

3.3.2 Storage of Documents Project Record files are stored in the DCC vault. These include, but are not limited to; specifications, procedures, correspondence, manuals, drawings, aperture cards and silver microfiche originals.

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{v Lile L 7 9 "l V TEXAS UTILITIES SERVICES INC. INSTRUCTION REVISION PAGE CP-EI a.5-1 1 4-27-81 1 a 91 ,

" i. 4, GENERAL PROGRAM FOR PREPARED BY 3- I 591i h :.  :~.T.%

zg.p , , , AS-BUILT PIPING VERIFICATI0t< -

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1.0 REFERENCES

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&-JD 1-A IE Bulletin No. 79-14 dated 7-2-79 14 IE Bulletin No. 79-14, Rev.ision 1 dated 7-18-79 ,' '

1-C IE Bulletin No. 79-14, Supplement 1 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 "-'

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2.0 GENERAL

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2.1 PURPOSE T

( . This instruction establish)s the' ' thods for oerformance of As-Built Verification oh'.allhga(ety-related p'iping 25 inches in diameter and grest^er';,abd'to Seismic Catepory I piping, .

regardless of,i'ze w ch Was dynamically analyzed by cc,m-puter. - 4 This jnstFuctiert s intended to provide the necessary steps re u,

'rfisfy the requirements of References 1-A,1-B/

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, This instruction applies to the following piping: ,

a The Stress Problems itemized in Attachment 1.

b}j All ASME piping 2h inches and larger which was supported 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-D.

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1 4-27-81 2 of 23 h*

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DEFINITIONS AND ABBREVIATIONS -

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,FME - Field Mechanica1' Engineering -

NfE G&H - Gibbs & Hill, New York augg PITS - Piping Infonnation Tracking System .ir;;;gi

.P50G - Pipe Support Design Group Q QAABC - Quality Assurance As-Built Coordinator SAMU - Structural Analysis Mobile Unit (Westinghouse) 2 SSAG I Site Stress Analysis Group .

TSABC - Technical Services As-Built Coordinator -

5 TSDRE - Technical Services Design Review Engineering ..

TSMO - Technical Services Mec.!Lanical Drafting 2.4 RESPONSIBILITY

(

The CPP Mechanical Design Engineer is responsible for providing.

technical direction and administrative guidance to the CPP . .

Mechanical Design Engineering organization of which Technical

- Services is a part.

.,e 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

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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 The TSABC is responsible for identifying and verifying that packages are ready for As-Built Verification. The PITS pro-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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.s REVISION 5E PAGE TEXAS UTILITIES SERVICES INC. INSTRUCTION ,

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3.1.1 Contents .- .:'NMM.. g-The As-Built Verification package shall' consist of the following NEh documents:

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,a) BRP's -

, ~sy k b) BRHL's , ,h c) GHH-BRHL's (for 2 inch and smaller Non-Class 1 Stress . . :7/8 Problem piping if applicable) ..

d) BRH's (for large bore pi 1 Class 1 Stress Problems) ping and 2 inch and smaller on ..

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e) PITS printouts itemizing a-). thru d) above f) As-Built Checklist

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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 form shall initiate the for-mal As-Built Verification process for a specified package.

. 3.1.3 Minimum Wall Welds .

i The TSABC shall cocdinate within Technical ~ Services to as-certain 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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TEXAS UTILITIES SERVICES INC. INSTRUCTION REVISION PAGE

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. ::S 3 .. - 3.1.4 Stiffness Values for' Suoports on Class 1 Stress Problems ~@

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' ., t.:(. g Mf.).i The TSABC shall coordinate within Technical Services to verify -$

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JJ , . 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.

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3.2 , PRE-VERIFICATION DRAWING UPDATE -

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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 prepared in this fashion shall be identified as "As-Built" in the latest revision block. 6' 3.2.1 BRP's -

.. s TSMD shall insure that weights are provided for all valves shown on the BRP's. All MinimdRr uall Welds identified by the TSABC shall be identified by location on the BRP's and be trace- *

.able to the DCA accepting it.

3.2.2 BRHL's TSMD shall incorporate dimensional location of all supports utilizing coordinate. locations from associated'BRH's. 'The BRHL is the controlling 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.

3.2.4 BRH's . .

.No additional infomation is required other than incorporation of any outstanding CMC's, DCA's, Blueline Revisions, etc.

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

3.3 AS-BUILT VERIFICATION b Upon receipt of the package from TSMD, the TSABC will verify completeness of the package, log accordingly and provide the package to the QAABC. The QAABC shall coordinate the necessary effort for obtaining and/or verifying the required As-Built in-fomation. The QAABC shall complete Section III of the As-Built Checklist. *

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TEXAS UTILITIES SERVICES INC. INSTRUCTION E REVISION PAGE CP-U a.5-1 1 a 97 A1 5 of 23 ..

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v 3.3.1 As-Built Verificatio'n (ABV) Tag

-79 C-J.I ~ ~ Before a line is verified, ABV tags (Figure .2) shall be attached -.M-

' : .' to that line by the verification crew. These tags shall be ~

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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 wi.11 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'Ynclude the following: ,,

a) Dimensions - All dimensions and elevations shown shall be veri fied. 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 inches nominal pipe size and . .

' larger, as well as power actuated 2' inches nominal pipe size and smaller valves, the valve orientation 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 i

5 Type of sealing material used between pipe and sleeve (if

_ any) d) Interconnecting Equipment - All interconnecting equipment 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.

j 3.3.3 Verification of BRHL's b All BRHL's shall be verified to ascertain the following:

a) The number of f nstalled 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 ..

. .;S b) The actual mark ' numbers agree with the mark numbers shown on 1.&C-

. the BRHL. -

c) The dimensional location of each support shall be verified _ - n.:e-and recorded in manner delineated in 3.3.2.a. _ 6'3; d) Hangers designated anchors that are cast in concrete shall be verified to be in place. . 1, i, 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 3 BRHL shall be verified that a stiffness or "K" value is shown for each support.

3.3.5 Verification of BRH's -

.Since As-Built verification is occuring after turnover, BRH's

(. have already been inspected, prior to placement in the QA Vault.

As-Built verification is therefore only required on a random . .

basis at the discretion of the QAABC.

3.3.6 As-Built Checklist-Upon completion of the As-Built verification in the field, the QAABC reviews the package and completes the appropriate portion -

l, of the As-Built Checklist and transmits the package back to the l 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-l sponsible for maintaining the marked-up verified drawings pro-vided by the QAABC on file for audit if required.

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

(_ .

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TEXAS UTII.ITIES SERVICES INC. INSTRUCTION REVISION PAGE Cp-EI-4.5-1 1 4-27-81 7 of 23 t

f.

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 J . _. 2

~

the updated drawings and provide them to the TSABC. ,

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 2 or 3 problems to be analyzed by SAMU, the TSABC shall

  • obtain modes of operation from G&H and provide to SAMU.

e%e The responsible analysis organization updates the analysis in n accordance with their internal practices and procedures.

~'

3.5.1 Discrepant or Missing Information .

~

Discrepant or missing infonnation shall be resolved /obtained -

through the TSABC. All changes and/or additions shall be doc-( 'umented. The TSABC shall. maintain copies of all such changes and coordinate the correction and/or update of design drawings 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.

. ~

TEXAS UTILITIES SERVICES INC. INSTRUCTION E REVISION PAGE CP-EI-4.5-1 1 4-27-81 8 of 2h

_ ~7 '3.6.2 Issuance of Non-High' Energy Stress Problems That Required Reanal- j ysis

, y

. [ '[

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 computer printout of the Stress Analysis loads shall be transmitted 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 Recuired Reanalysis Ifahighenergystressproblem[sdeemedacceptable,butre- ..

analysis was required to -achieve that state, the responsible -

analysis organization proceeds as follows:

a) Damage Study ---

1. Confirm or repostulate breaks on G&H Form 15M *
2. Transmit Form 15M 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 completion of verifi- '

cation of damage study. '

3.7 VERIFICATION OF PIPE SUPPORT DESIGN l 3.7.1 Pipe Suoports on Stress Problems That Did Not Recuire Reanalysis No further act; ion 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 Succorts on Stress Problems That Required Reanalysis Pipe supports on stress problems that required reanalysis must

. be reviewed against the As-Built analysis and the loads resolved.

This review is performed by the origiani pipe support design or-l ganization working on site in the TSDRE group.

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

9

TEXAS UTILTTIES SERVICES INC. REVISION ISSUE INSTRUCTION PAGE DATE

{

CP-EI a.5-1 1 4-27-81 9 of 23 .

3.7.3 Documentation l-When all supports on a particular Stress Problem or package have .

,l' 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 s.how 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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l TEXAS UTILITIES SERVICES I!!C. INSTRUCTION REVISION ige PAGE CAsc CP-ET 4.5-1! 1 l4-27-81 icor 23 i, ,

, . . ~

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L ; . L*

Stress Prop '

. Neue Ptg

. Alta Ptg FIGURE 1 AS.3UfLT CHECK 1!57

!. In!TIATICM (to be filled in bv T5A81.)

. A. C $ tress Proolem C.Monogrion C Alternate Analysts Class 1 Prooles C fes O Ma

8. PITS Prf ntout Date Time Cty. of Sucoorts C. 8RP/8RNL/GHH-82HL BRP SaHL GHw.8RML CRAut% W S), 9tv. C arv. W. aty. *:0.

1.

.' 1

~~ ~ Sq\(,>

10. ,

N. , If more than ten (10) caect here C and attaca sesarate sneet.

, O. MINIMUM MLL VIOLATIONS C None Acolicable C Identiff ed on Attached DCA

  • E. ST!FFMESS VALUE5 C Met Acolicable C no c3ange to C values (Not a Class 1 Proeier) C #evised C values identiffed telcw I

I Section ! of as.8uilt Checklist Coreleted and Transetittes to 75:'O DATE

. SAG L

w

-%-- , -. --w - - - - - - - ,

C . .

cs ,

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TEXAS UTII.ITIES Sa'I'CES 'U!C. INSTRUCTION RE'/ISICN SE CA s c.

PAGE- .

CP-EI-4.5-1 1 l4-27-81 11 of 23 '.

.7e:

. _ . a.~_

.~ .

f , .'..bir".,5 i

%t *

'li' re m s cro.

, g ,q W

. .wA-

- Alta Pkg FIGutt t M-tJft? CHECrtt37 ,

!!. Pet-vttTFtCAff0R CeaWIC UtbAft t*.

  • ~

A. SAP's ..

  • C Wignts shown for all valves 7 minimus Wall ' elds C shown on ItP C Mot sool?caele Q All outstanding revisions incorporate 1 U Idefitified as *Drtoared for as.tutit verification *
8. SA&'s Otmeestonal location of all succorts shown All outstanding revistons incorcerate toestiftes as
  • prepared for es out ication*

C C. GHH 84%'s -

C Otmeestonal locatic . su" ts snown

  • Analysts !aentifi Stress Probles ' .ca Points identified Alternate Anal-C Nomograon fyse of suseort identified for all supports loont1fted as *as Dutit*

+ 0. SAM's C All outstanding revistons tacorporated

. E. Recreduction C Cootes of SRP's attacned C %t acclicable C Cootes of SRHL's attached C

  • lot acoltCaDie C ? tot sop 11 cable 8 PITS Cootes of GHH-8RML's printout attacsed attaceed Section !! of as 89 tit Checklist,Cosoletsd and transmtted to TSABC .

"Att in 8sCt3ge Comoleteness Ytrif ted and 'rtnsaitted to CAABC 2 ATE UAbs L

t , _

TDAS tJTILITIES SGVICIS D:C. INSTRUCTION, REVISION ISSU'r ~

PAGE MTE lCP-EI-4.5-1! 1 l 4-27-81 l12 of23 - ,.;. [.

e .

- W:

-d'. :.h*

~

Stress Proo Nomo Pkg '~

. Alta Pkg .

FlWRC 1 AS. tuft? Cuttrtist

!!!. AS.BufLT YtatFftAffCM e4 C 14V tags affised a_,,

8. BAP verification
  • Q All dimensions veri'ied and circled C All circles ettrer tPected or as. built dimeaston written adjacent to circle C valve location and mart nweers vertried C Yalve orientation verified and annotated on drawing (all valves 2 ZY and poweracuated valves $ ZV)
  • $1eeves Q asolicable (fill in below) O net apolicable

(,*

. O sleeve located =

Ifnes on Cbelow Ils rescott to building colwri

.n provided for all

  • sle 7 ,

39, g ,,,

s On horizontal runs - .tify *uo* asts me.ranc.

On, vertical runs .entify "nortn* aat l

x

[N O

.e .

/ ,

I l '

i .'

\\ i I s I

,' \

/ \

C Additional sleeves shown on attac.*ed sheet

  • Interconnecting Esutoment O lofo shown on SAP C not eco11 cable

~

TUAS UTILITIES SERVICES D:C. INSTRUCTION REVISICN I I PAGE cp_rt_a :_11 '

1 W-27-81 13 nr 23 -*

_, . _7

  • Stress Prot nomo Ptg Alta Pkg FIGijRE 1 as surti c=terun -

!!!. Can't.

C. BRML verification C not aoolicable C acolicante-comolete following C No. of installed supports agrees with SAML *

  • C sucoort mort aweers verif ted C oisenstenal location' of eacn sunoort vertfted circled.

C All circles ettner cnected or as tuilt dimenston written adjacent to et rete C 5uoports designated ancnors 'tnat are cast in concrete have been verified to be in place O. GHH.8AML Verification Onet aoolicaele Casolicante comolete following Ono. of installed succorts agrees wita saw.saxL O sunoort mare nweers verifted (3 0tmensional location of eacn sucoort we fled and circled 8 circle All circles ettner checked or as.Dut"t nsion written adjacent to I

C$uoDorts designated ancnors t .. t rs . concre'.c Pave Deen verified to be in place CNominal angular deoa-tu a . ~ m sne I. Y or Z ants, direction of support is show

' Class 1 Stress crcoi s complete below C No C3ttffness s' shown for esca support

/

E. SAM's

  • 1tandom BRM Verification Performed Cyes C No Section !!! of As. Built Cnecklist Concleted and Transmitted to T!A8C OATE W 66 Package concleteness verified logged and transmitted to T3*t0 CATE

. wo.

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TEXAS UTU.! TIES SERVICES D C. INSTRUCTION REVISICN PAGE

., CP-El 4.5-1 1  ! 4-27-81 l14 of 23,

~~:-.-

Stress Proe

, Nemo Pkg Alta Ptg FIGUAE 1

. AS-8Utt.T CHttrt!$7 ,

IV. a5-9dtT C#aWTY, UMATE A. 8tP's . . ,

C orawings uodated -

O ldentified as "As.luilt Yerified*

8. SRA's CDrawings uodated '

CIdentified as "As.8uilt verified' C. GHN.8RHL's QCrawingsvodated

{ w!aentified as "As-8u11t Nerified*

  • O. SRH's
  • =arted vo BRH'.s vocated CYe d - omwiced C. Modes of Coeration Provide '

> . and 3 only)

CProvided C.%t Applicable g

, F. Reoroduction C Cootes of SRP's attached Qnotacolicaole C Costes of BRHI.'s attacned C nct acolicable CContes of GhM-8RHL's attached C net atoliCaDie CCopies of BRH's attacned Section IV of As-Built Checklist Cxcleted and Transmitted to TSA8C CATE

.W Package Completeness verified. 5:9 dated P!T5 orintouts showing current revisions and as.Dutitdated (SAFJ) on CPP4 status attac2ed and transmitted to (GibJs % dill)

CATE

( . ( .

( TEXAS UTILITIES SERY!CES INC. INSTRUCTION REVISICN ISSUE g

l PAGE CP-EI-4.5-1 1 4_?7 81 15 of 23

, s

-[ ~ ~ .

Stress Proe -

Mosio Pkg Alta Pkg FIWRC 1

  • A$.8UfLT CHECtt!$T V. R(CCMCILIATION AND [$$UAMC[ CF ANALY$t$ WITH THE A$.80!LT CCM0!TICM A. Discrecent or Missing Information Packagecoseleteuponreceiot,proceedto[$

8 Package incaseiste upon recetot. regiest and tract info as follows:

  • Information Requested Infomation Received Letter No. and Oate Letter No. aad Sate 1.

i: -

Orackageecmoletedasitestredacove,oreceedtoII

8. Analysis C b "Reanalysts not requisd. iroceed i V .1 d Reanalysis perfomd. results c -

aceed to ~7.D.2.

CReanalysis performed, res it una- . .e:

4) Gthes & Mill 'lY ue 'T* serief ag unacceptacle results for 15AG to re' .

~

.s. CATE Y

. sacos 6 niii b) SAMU or PS3". . proceed to Z.C.

C. Resciution of Unacceptable Analysis

1. C CMC's. OCA's issued to resolve unacceptacle results ftestzed below OCA's DATE CwC's OATE Oate 55Asi5AN/P %a las acoitcacies

TEXAS UTILITIES SERVICES D:C. INSTRUCTION REVISION I PAGE

., CP-EI-4.5-1l 1 l 4-27-81 l16 of 23 -

v . .

' ~~

*: . .< ,,2

. ~. . . _ _ ~-, ;

Stress Proe

., memo Ptg Alta Ptg FIGWtt 1

. AS.8UfLT CFICXLf!' ..

V. @n't.

2. C 8AP's, BRML's. etc. uncated to%flect [.C.1.

eArt i3i40 -

3. C CAA8C verifles as.butit condition of [. .2. above.

4 C 55AG/SAPU/P50G Reanalysts c6MTirmation, results accentable .

proceedto1.D.2.

Issuar.ce of Acceptable Analysis

(

D.

1. O Reanalysis was not recutred. Issue GtN. CPPA or WPt =nten defines the issue of the analysis that was reconciled to tne as butit state and found to acceptable.
2. O Reanalysts was recuirec . CPPA or WPt attacning tRe acceptante as. cut ys . attac'itng a copy or sne com.

puter outsut.

3. C letter No r 1 - aoove: date
s. '

Cate ~

satt/ 5MW/ 5Ws r 50s 4 ' Mig *i Energy Problem C'es C No If yes, prepare and trarisait Form 15M Cate Letter %.

O

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TEXAS t/TILITIES SERVICES U:C. INSTRUCTION REVISION ISSUE g PAGE lCP-EI-4.5-1l 1 l4.97g1 17 of 93 fi stress Pron Momo Ptg Alta Pkg FIGJRE 1 .

A5-6UtLT CNEcrLis*

VI. YtR!FICATICM OF P!PC $UPPCRT CES Ci rity A. C Reanalysts was not perfo m d. No further action recuired. PITS 7-

  • updated to reflect as-Duilt acceptsetitty of analysts and nangers. -

Incluctng reference to analysts transmittal letter no.

B. C Reanalysis =as performe( and all pipe succorts nave ten reviewed against the final analysis and found to te acceptatie. Proceed as per YT.A above

  • C. C Reanalysis =as cerformed and all nice succorts have been ref vewed *

( -

against the final analysis and found to te aCCentacle with the exceptio9 of the succorts listed below:

2.

3.

~

9.

10.

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. I E pg TUA5 UTII.! TIES SGVICES IMC. INSTRUCTION REVISION ,

CP-EI4.5-1l 1 4-27-81 19 of 91 -

-[ . !

FIGURE 2 A5 8UILT YERIFICATION TAG (.TYP! CAL)

CPSES N0.

~

'AS.80!LT*VERIFICAff0N TAG Line No.. ,\_

(

0,-ing ..

_1 t W Location:

This line is bet 't .ed for as. built purposes.

Contact at est.

Prior to performing any wortt other than inspection and testing ore this line.

G 9

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TEXAS UTII.ITIES SGVICES INC. INSTRUCTION REVISICN PAGE-CP-ET4.5-1l 1 l 4-27-81 l19 of 23 ,. .

g

~

3._

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, ATTAC *ENT 1  :

RIGOROUS STRf55 ANALYSIS PROBLEMS WHICH -

REQUIRE A5-8UILT VERIFICATION

' GiBBS 4 Mitt ANALYSES WE5flNGH005E ANALY5t$ ,.

Sf5 TEM

  • MICH (NERGY NON-MICH (NERGY MIGH (NCRGY NON-GIGH (N(ROY AF Aasillary Fee bater 1-010A 1-0128 1 0100 1-156 (7 Migh Energy) 1-0108 1-0120 1-011A (5 Non-High Energy) 1010C 1012E l-0118 ..--

1-012A 1-OllC 1 84 Baron Recycle 1-089 1-093A (7 Non-High [nergy) 1-090 1 0938 1-041 1-094 1-0928 CC Coswonent Cooling 1 055A 1-0564 (49 Non-Migh Energy) 1-0558 1-0621

(.

  • 1 055C 1-062Y 1-055D 1-062Z l-057 1 063A 1-0568 1-058 1-0638 1-059A 1 063C 1 0598 1-0630 1-059C 1 064A 1 0590 1 0648 1-060 1 064C 1-061A 1-0640 1-0618 1 064E l-061C 1-064F 1-0610 1-065 1-061E l-066A 1-061F 1 0668 1-062A 1-066C 1-0628 1 157A 1 06?C 1-1578
  • 1-0620 1-157C 1-062E l 158A 1-062F 1 1588 1-062G l-15AC CH Chilled Water 1-188 (2 Non-high (nergy) 1-189 L -

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( TEXAS (ITILITIES SERVICES INC. INSTRUCTION REVISION ISSUE g PAGE~

CP-EI-4.5-1l 1 ba_p781 20 of 23,' ,--

  • ~ 3 ~.

ATTAcstENT I -

RIGOROUS STRESS ANALYS15 PR06LEMS WHICH .

, REQUIRE AS-8UILT VERIFICATION .

  • cin t 1 Stress prebit
  • GIL95 & HILL A8ALYSES W($YINGHOU$f ANALYSES HIGH (MfRGY NON-NfGM (NERGY MICH (NfRGY NON-MfCH (N[RGY e C5 Chemical & Yolume Congrol 1-040 1 051C 1 150F 'l 039 *l-045C 1 047A 31 High Energy) 1 042A 1-0510 1-04783' 1-150G *l-041 *l.0450 11 Mon-High Energy) 1-0428 1-0521 1 0520' 1 150H 'l-0438 *l-045E 10450 1052Y 1-052v I-1501 *l-043C *l-045v 1-045R 1-052Z 1-052W 1-150J 'l-0430 +1 045W
  • 1 0455 1-092A *l-043Y 'l-0451 1 045T *l-043Z *1-045Y 1 046A *l.044 1-0518 1-0468

~

1 051A CT Containment spray 1 027 1-032 (37 Non-Hign Energy) 1-028 1 033

. 1-029K 1-034A (e . 1-029L 1-029M 1 029N I-0348 l-034C 1-035A 1 0290 1-0358 1-029P l-035C 1-0290 1-0350 1 0295 1-035E I-029T 1-035F 1-0290 1-0 35 1029V 1 0378 1 029W 1-037W

  • 1-029I 1-037I 1-029Y l-037Y l-029Z 1-037Z l.030 1 163 1-031 00 Deelneraltred & Reactor Makeup 1-0A 1-097C

. Water 1-097A 1-0970 (5 Non-Hign Energy) 1-0978

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E TEXAS UTILITIES SGYICES INC. INSTRUCTION REVISION PAGE

. CP-EI-4.5-1l 1 l 4-27-81 f 21 of 23 . [' '

e ..

ATTADMENT 1 RIGOROUS STRESS ANALYSIS PROBLEMS WHICH REQUIRE A5-8UILT VERIFICAi!ON

~~

SYSTEM CIB85 8 MILL ANALY5t$ WE5Y!NGHOUSE ANALY5E5 '

MIGH ENE9CY NON-MIGH [N(RGY MfGM [Nf9CY Non-MIGM ENERGY 00 Olesel Generator Fuel 011 1 165A 1 165H .

(14 hon-Mign Energy) 1-1658 1 167A -

1 165C 1-1678 1 1650 1-167C 1 165E l 1670 1-165F l 167E 1 16W 1 167F FW 5tese Generator Feee.ater 1-005 1-154 (20 Higm Eriergy) 1-006 1 155 l-007 1 166A 1 008 1 1668 (k 1 009A 1 166C 1 0098 1 1660 1-009C 1-169 .

1-0090 1-170 1 152 1 171 1-153 1-172 MS Main Steam 1-001 1-0798 1 081 (27 Nigh Energy) 1-002 1-079C

  • (1 Non-Hign Energy) 1-003 1-0190 1 004 1 079E l-023A 1 079F 1-0238 1-080A 1 023C 1 0808 1 0230 1 080C 1-075 1-C800 1076A 1 0768 1-096A l-077 1-0968 1-078 1096C 1-079A 1-0960 e

m

(, ,

1 e - j

(

i

  • . c TEXAS LITILITIES SERVIC55 INC. INSTRUCTION REVISION PAGE lCP-EI-4.5-1l 1 h 4-27-81 22 of 23 j-s -.

. , ATTAC*ENT 1 -

RIGOA005 STRESS ANALYSIS PROBLEHS WHICH REQUIRE AS-8UILT YERIFICAi!ON

' Class 1 Stress preole's .

SYSTEM GIO85 & HItt. ANALYSES

  • t WESTINCHoust ANALY5f 5 HIGH ENERGY i NON-HIGH ENERGY HICH [NEDGY NON-NICH [Nf00Y RC Reactor Coolant (6 High Energy) 't-025 '!-054A *1-082 *1-085 (4 Non-High Energy) 'l-038A 'l-0548 'l-083

'l-053 'l.054C *1-08A RH Residual Heat Removal (2 Hign Energy) 1-069 l-073 'l-0264 (6 Non-Higm Energy) 1-Q24 1-074 *l-0268 1-071A 1-072 SA Austilary Steam (6 Nfgm Energy) 1-135A 1 1350 1 1358 1-135E

( ,

58 Steam Generator Blowdown (2 High Energy) 1 135C 1-135F 1-079E 1-079F

~

57 Spent Fuel Pool Cooling and Cleanup .

1-086A 1-088F (18 Non-High Energy) 1-0068 1-088W 1 086C 1 0882 1 087A 1-0887 l-0878 1 088Z 1-087C 1 151A l 1-088C !.1518 l-0880 1-151C 1-088E l 1510 51 Safety injection 1-020A l 1-019A 1 0200 i (10 Higi Energy) *1 013 'l-015Z (9 hon-High Energy) 1 0198 1-024 *l.0144 *l-016 1 019C 1-0718 't-0148 *l-017 1 0208 1-186 *l.0158 *1-018 1-020C *1-0157 l

i 1

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TEXAS UTILITIES SERVICES I!:C. INSTRUCTION REVISION PAGE l'CP-EI-4.5-1l 1 l4-27-81 l23of23 ..- /-

ATTACmENT 1 RIGOROUS STRESS AMN.YSI5 PP09tEMS WHICH '

REQUIRE AS-8UILT VERIFICATION -

575TD4 GtB85 & NILL ANALYSES WESTINGHOUSE ANALYSE 5 MIGH ENERGY NON-N!GH ENERGY MfGet ENERf;Y N0n.HIGH ENERGY -

SW 5ervice Water 1-021 1 068T (22 Non-Hign Energy) l-0675 1-022 1-068U 1-467W 1-0677 1-068V l-068A 1-06PJ 1 0682 1-0685 1-067V l-068V 1 0684 1 067X I-068Z r.

1-164 1-067Y l 176 -

1 067Z 1 177 V4 Hydrogen Purge (4 Mon-High Ene gy) 1 178A 1 179 1.M 1 180 VD Vents & Drnins 1 174 (2 NCn-Migh Energy) 1 175 77 Instrument Tubing 1 168A 1-1680 C *

(5 Non.Mign Energy) 1 1688 l-16BE 1 16SC Total (All Systems) 78 188 - 33 13 a

L e

.

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