ML20211J558

Rev 0 to Instruction 5, Brown & Root Hanger Location Drafting Guide. Related Info Encl

ML20211J558
Person / Time
Site:	Comanche Peak
Issue date:	08/12/1980
From:	Lu B TEXAS UTILITIES SERVICES, INC.
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References
FOIA-85-59 5, NUDOCS 8606260442
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Text

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TEXAS UTILITIES SERVICES INC.

REVISION PAGE

'N 1 of 2 BRHL PREPARED BY d.e

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(BROWN & ROOT HANGER LOCATION)

APPROVED BY DRAFTING C10l O E.

1.0 REFERENCES

2.0 GENERAL 2.1 PURPOSE & SCOPE:

These instructions establish the basic criteria for creating a BRHL (Brown & Root Hanger Location Isometric Drawing).

3.0 INSTRUCTION 3.1 The draftsman will receive a marked up BRP blue line print from the BRHL group leader showing the total number of hangers, the approximate location of each hanger and each hanger number.

3.1.1 The draftsman will simultaneously receive from the BRHL group leader a sepia of the Brown & Root piping isometric (BRP) from which the marked-up blue print was made.

3.1.2 The draftsman will alter the prefix of the drawing number'of the sepia from "BRP" to "BRML".

This will be done both in the drawing number block in the lower right of the sepia and where the drawing number appears in the upper left hand corner of.

the sepia, between the drawing border and the edge of the paper.

3.1.3 The draftsman will transfer all information indicated on the marked-up blue line to the sepia. The hanger number will be given inside a rectangular block 1/4" x 2".

A leader line will be drawn from the rectangular block to the approximate ^

location of the hanger on the pipe and an "X" will be drawn on the pipe at the contact point of the leader line and the pipe.

3.1.4 If there are welded attachments from the pipe to the hanger, the letters "P/A" and the spool number are added in close proximity to the rectangular hanger number to denote there is a welded pipe attachment.

i 3.1.5 If the P.I.T.S. print out indicates a hanger is estimated, the letters "EST." will be placed in close proximity to the rectangular hanger number to denote that unique hanger is es timated, hoj62 2 860617 l

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F0lA-85-5S

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E TEXAS UTILITIES SERVICES INC.

INSTRUCTION REVISION PAGE 5

0 El'# ~O 2 of 2 3.1.6 The draftsman will alter the revision block to read " Revision" and stamp the body of the revision block to read "Is-sued for Hanger Identification and Accountability Only".

3.1.7 The draftsman will initial the BRHL sepia with his initials indicating he has drawn the BRHL.

3.1.8 The draftsman will run a blue line check print of the BRHL and forward the BRHL sepia, the original marked-up blue line BRP and the BRHL blue line check print to the final checker.

3.1.9 The checker will assure all changes have been made correctly by comparing the marked-up blue line BRP print against the blue line BRHL check print.

If the BRHL is not correct, it is returned to the draftsman for correction per 3.1.

If the BRHL is without error, tne final checker will initial the drawing as checked and forward all check prints and the BRHL sepia to the lead draftsman.

3.1.10 The lead draftsman will give the BRHL drawing a cursory check and initial the drawing as approved.

3.1.11 The lead draftsman will forward the entire drawing package to the clerk.

3.1.12 The clerk will submit the BRHL to DCC for distribution and create a folder marked with the BRHL drawing number and con-taining all check prints.

She will file this folder for re-ference.

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l UD C;Gd;EEPING DIVISION INSTRUCTICN REVISICN ISSL'E PAGE

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1.0 REFERENCES

1-A CP-EP-4.0 Design Control 1-B CP-EI-4.5-1 General Program for As-Built Piping Verification 2.0 GENEPAL 2.1 PURPOSE To establish de method for control of drawings by 'Pechnical Services "echanical Drafting in order to assure compliance with tc.e provisions of Paference 1-A.

2.2 SL Ihis instruction shall apoly to all controlled drawincs issued by Technical Services Sechanical Drafting (TSMD).

2.3 RESPONSIBILITY Tne CP Project Pipe Support Engineer is responsible for roviding l

technical direction and ad:ninistrative guidance to the Pipe Support i

Engineering organization of which the Technical Services Group is a part.

"he Technical Services Group Supervisor is responsible for the general impleentation of 2is instruction. The mechani cal draf:in:

supervisor has been delegated tne soecific responsibili y for ensaring drawincs are controlled in accordance with tnis instruction. The supervisor shall be responsible for assurina personnel within TSMD are cualified by education and/or for experience to perform assigned tasks.

Knere specific individusis are designated cy title in this instruction, it shall be understood that designees :ay be d?legat= 1 to act in that capacity.

2.4 DEFINITIONS TS

- Technical Services Grouc TSMD - Technical Services Mechanical Drafting Group TSAB - Technical Services As-Built Group BRP ' - Piping Isometric Drawing I

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-4 IE Bulletta No. 79 Revision l' C.

Date: July 18, 1979 Page 2 of 3 Action to be taken by Licensees and Permit Holders:

All power reactor facility licensees and construction permit holders are equested to verify, unless ~ verified to an equivalent degree within the last 12 months, that the ' seismic analysis applies to the actual configura i

tion of safety-related piping systems. The safety-related piping includes Seismic Category I systems as defined by Regulatory Guide 1.29, " Seismic Design Classification," Revision 1,. dated August 1,1973 or as defined in the applicable ESAR. The action items that follow apply to all safety-related piping 2-1/2-inches in diameter and greater and to seismic Category I piping 2 regardless of size which was dynamically analyzed by computer.

For older plants, where Seismic Category I lequirements did not exist at the time of licensing, it must be shown that the actual configuration of f)l/ff safety-related systems, L

etilizing piping 2-1/2 f.nches in diameter and greater, meets design reqdire-cents.

Specifically, each licensee is requested to:

1.

. Identify inspection elements to be used in verifying that the seismic enalysis input information conforms to the actual configuration of safety-(

relat,ed systems. For each safety-related system, submit a list of design documents, including title, identification number, revision, and date, which were sources of input information fbr the seismic analyses. Also submit a description of, the seismic analysis input information which is contained in each document. ' Identify systems or portions of systems which are planned to be inspected during each sequential inspection identified in Items 2 and 3.

Submit all of. this information within 30 -

days of the date of this bulletin.

I 2.

For portions of systems which are normally accessible *, inspect one system in each set of redundant systems and all nonredundant systems for con-formance to the seismic analysis input information set forth in design documents.

Include in the inspection: pipe run geometry; support and restraint design, locations, function and clearance (including floor and wall penetration); embedments (excluding those covered in IE Bulletin 79-02); pipe attachments and valve and valve operator locations and weights (excluding those covered in IE Bulletin 79-04).

Within 60 days of the date of this bulletin, submit a description of the results of this inspection. Where nonconformances are foucd whi.ch affect operability of any system, the licensee will expedite completion of the inspection described in Item 3.

Moreally accessible refers to those areas of the plant which can be entered during reactor operation.

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e TEXAS UTILITIES SERVICES INC. INSTRUCTION REVISION PAGE CP-EI-4.5-1 1

4-27-81 1 nf n GENERAL PROGRAM FOR PREPARED BY AJ3 AS-BUILT PIPING VERIFICATION

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1.0 REFERENCES

IE Bulletin No. 79-14 dated I-2-0(EORMAT 01 l l'-A 1-B IE Bulletin No. 79-14, Revision 1 dated 7-18-79 1-C IE Bulletin No. 79-14, Supplement I dated 8-15 1-0 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 piping 24 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-Bf l

1-C, and 1-D.

i 2.2 SCOPE This instruction applies to the followine piping:

a) The Stress Problems itemized in Attachment 1.

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

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

i HISIGRICALRLEgm F0lA-85-59

' 4 TEXAS UTILITIES SERVICES INC.

INSTRUCTION REVISION PAGE TE CP-EI-4.5-1 1

4-27-81 2 of 23 2.3 DEFINITIONS AND ABBREVIATIONS

-[hk jg[0ti r0# der FME - Field Mechanical Engineering G&H - Gibbs & Hill, New York PITS - Piping Infonnation 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 g

TSDRE - Technical Services Design Review Engineering TSMD - Technical Services Mechanical 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.

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

3.0 PROCEDURE l

The schematic representation of the flow of activities for this l

instruction is shown per Ref.1-E. This reference is included for infonnation 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-l Built. Verification process shall not be initiated until after turnover is effected.

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TEXAS UTILITIES SERVICES INC. INSTRUCTION REVISION PAGE TE CP-EI-4.5-1 1

4 77 R1 3 of 73 1

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 3.1.2 As-Built Checklist I

'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.

l 3.1.3 Minimum tlall Welds The TSABC shall coodinate 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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E TEXAS UTILITIES SERVICES INC.

INSTRUCTION REVISION pggg

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CP-FT-4.5 1 1

4-27-BI 4 nf 23 3.1.4 Stiffness Values for Supports on Class 1 Stress Problems 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 p,y gg 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.

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 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 information is required other than incorporation of any outstanding CMC's, DCA's, Blueline Revisions, etc.

3.2.5 As-Ruilt 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 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 l

effort for obtaining and/or verifying the required As-Built in-formation. The QAABC shall complete Section III of the As-Built Checklist.

e P

TEXAS UTILITIES SERVICES INC.

INSTRUCTION REVISION PAGE CP-EI-4.5-1 1

4-27-81 s of 23 1

3.3.1 As-Built Verificatio~n (ABV) Tag 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 loqations 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 l

The verification of BRP's shall include 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 21s 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 information shall be verified for all l

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

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.

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

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

E TEXAS LITILITIES SERVICES INC.

INSTRUCTION REVISION PAGE CP-EI-4.5-1 1

4-27-81 6 of 23 f

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

fh ffjfhdfdj{lldd ON]

3.3.5 Verification of BRH's Since As-Built verification is occuring after turnover, BRH's have already been inspectedprior 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 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 DRAWING UPDATE The TSABC then effects the update of the drawings by TSMO. All drawings prepared in this fashion shall now be identified as t

"AS-BUILT VERIFIED" in the latest revision block. TSMD is re-I 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.

l

TEXAS UTILITIES SERVICES INC.

INSTRUCTION REVISION PAGE CP-EI-4.5-1 1

4-27-81 7 of 23 3.4.2 As-Built Checklist Upon completion of the draiwng update, TSMD wi11 complete the appropriate portion of the As-Built Checklist, obtain copies of 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.

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

3.5.1 Discrepant or Missing Informati6n g

agg 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-i 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 Require 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.

i

--,,,.,m w

--r,-. - -. -. _ -, _ -

---

,,.--r-

,-w,---.

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

e y,

y y

E TEXAS UTILU IES SERVICES INC.

INSTRUCTION REVISION PAGE CP-EI-4.5-1 1

4-27-81 8 of 23 1

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 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 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.

Confim 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 completion of verifi-cation of damage study.

FOR '!1f0RN AT 01 UNLY 3.7 VERIFICATION OF PIPE SUPPORT DESIGN 3.7.1 Pipe Supports on Stress Problems That Did Not Require Reanalysis 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 be reviewed against the As-Built analysis and the loads resolved.

This review is perfomed by the origiani pipe support design or-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 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 tne process.

TEXAS UTILITIES SERVICEE INC.

INSTRUCTION REVISION PAGE CP-EI-4.5-1 1

4-27-81 9 of 23 f

3.7.3 Documentation 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.

E0R dlE0ilMAT10N DEV l

I l

l l

--.,m-----r-7-,

v,-,

E TEXA5 UTILITIES SERVICES INC.

INSTRUCTION REVISION PAGE CP-EI-4.5-1 1

4-27-81 9 of 23 3.7.3 Documentation 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.

20R liiBliiidAfl0N UNLY

TEXAS UTILITIES SERVICES INC. INSTRUCTION REVISION PAGE TE CP-Ef-4.5-1 1

4-27-81 loof 23

0R INFORMAT ON ON.Y 5 tress Pron Nomo Pkg Alta Ptg FIGURE 1 AS 80!Li CHECKLf!T

!* tit!AT!0N (to be filled in bv TSA8C) 4.

C$ tress Problem C Nomograon C Alternate Analysis Class 1 Proolem O Yes O No 8.

P!T$ printout Cate Time Oty. of Sueoorts C.

8RP/BRHL/GHH-BRHL SRP 8PHL Gui 8RHL CPAWING N0f5).

'EV. NO.

PE't. N0.

etv. 10.

1.

2.

d 10.

If more tMan ten (10) check here O and attaen separate sneet.

C.

MINIMUM 'dALL V!OLATIONS C None Acolicable O ldentified on Attacsed OCA e E.

STIFFNESS VALUES C Not Aeolicable C No enange to K values (Not a Class 1 Prod 1em)

C Revised K values identified below I

Section ! of ts-8uilt ;becalist Comoleted and Transmitted to TS:'O

'JATE IPO I

TEXA5 UTILITIES S EVICES INC. INSTRUCTION REVISION PAGE TE CP-EI-4.5-1 1

4-27-81 11 of23 '

v f.0R R!FORMAILON UNLY it,ess.ro.

Nomo Pkg Alta Pkg FIGi.'RE 1 AS.8u!LT CHtcrt!$T

!!. Pet.vtR!F! CATION ORAWIMG 'Jp0 ATE A.

BAP's C Weignts shown for all valves

• winimum Walt W ids C Snown on BRP C Mot apol: cable C All outstanding revisions incorocrated C Identified as 'precared for as built verification" 8.

8RHL's C Dimensional location of all supports snown C All outstanding revisions inc:rocrat C Identified as *orecared for as Dui * ** '1 Ca tt on*

C.

GHH.8RHL's C Dimensional locati s

ts snown

' Anal sis Identift i

Stress Proeles de Points identified d u cernate Anai-C Nomograon QType of sucoort identified for all succorts a toentified as "as tu11t*

D.

BRH's C All outstanding revisions incorocrated i

E.

Reoroduction C iot soolicable pCopiesofBRP'sattacPed Cootes of BAHL's attached g'iotacolicable iot aoolicaele d"Cootes of GHH.4RHl's attacned w

l PITS printout attached Section !! of as.8u11t Checs11st,Concleted and Transmitted to TSA8C

• Af(

t M

8actsge Copeleteness Verified and franse.itted to CAABC l

3 Aft m

j

ISSUE TUA5 UTILITIES SGVICES INC.

INSTRUCTION REVISION PAGE MTE CP-EI-4.5-1 1

4-27-81 12 of 23 e

6 N

$ tress P g Momo Pkg Alta Pkg FIGURE 1 A$ 80fLT CHECKLI$f III. AS-8Utti yttfFICAff04 A.

C A8V tags affixed B.

BRP veriff cation C All dimensions verified and circled C All circles ettner checked or as.nutlt dimension written adjacent to circle C Valve location and mort nuseers verifted C Valve orientation verified and annotated on drawing (all valves 2 ZY and Power actuated valves y, ZY)

• $leeves C applicable (fill in below)

O not acclicable O sleeve identified on BRP C sleeve located =

respect to butiding colwet lines on Cbelow its srevided for all b

$1 P3

\\

eve Identific o.,

Clearance g

On horizontal runs tify *up* ants n\\

//

i On, vertical runs entify "nortn* axis t

'l i

1 Sleeve 10

$1eeve 13 Sleeve 10 BRP SRP BRP I

\\

I 5

/

N, C Additional sleeves snown on attacned smeet

• !nterconnecting Eaatoment O info shown on SRP C not acolleable O

y

TEXA5 UTILITIES SGYICES INC. INSTRUCTION REVISION

1. AGI TE cP-Ef-4.5-1 1

4-27-81 13 nr 23 e

J O R I F O R M K E D E DiiL

$ tress proe Nomo Pkg Alta 8kg FIGURE 1 AS.8UILT CHECKL!$7

!!!. Con't.

C.

BRML Verification C not aoolicable C apoIf Cable

• Complete following C No. of installed suocorts agrees with SRML C Sucoort mort neeers verified C Dimensional location' of each supoort verified CirCIed.

C All circles ettner checked or as-built dimension written adjacent to circle C $uocorts designated anchors that are cast in concrete have been verified to be in place Q.

GHN.8RHl. Veriff Catton Onct apol1 Cable C apolicable Coselete following CMo. of installed supoorts agrees with GHH.8RML C $ucoort mart nuseert verified C0fuensional location of each suoport we fled and circled C All circles ettner checked or as.bu t nsion written adjacent to circle C $upoorts designated anchort t t concre e Pave been verified to be in place CMoninal angular deoa the I. Y or Z amis, direction of support is shoW

' Class 1 Stress Pron

- complete M low C No C$tiffness shown for each suooort E.

BRH's

• eandom BRM Verification Performd U fes C Mo Section !!! of As.8ullt Checklist Completed ana fransmitted to T!A8C OATE GMsc 8ackage completeness verified. logged and transmitted to TSWJ OATE i ust e

_,-.-._m

TDAS UTILITIES SERVICES INC.

INSTRUCTION REVISION PAGE TE CP-EI-4.5-1 1

4-27-81 14 of 23, f

FOR iWORMATI0fi OLY Stress Prob Nome Pkg Alta Pkg FIGURE 1 A$-8Uttf CHECKLIST IV. at-Butti C#aWi% UPDATE A.

BRP's 0 0rawings updated O ldentified as "As-8vilt veriffed*

8.

BRHL's Corawings updated O!dentified as *As Built Veriff ed*

C.

GHH BRHL's QDrawingsupdated w!dentified as *Al Built Veriff ed*

O.

8RH's Marted up SRH's updated CYe provided E.

Modes of Operation Provide

. and 3 only)

CProvided

~.Not Acolicable F.

Reproduction C Copies of BRP's attached geotaoolicaele O Cootes of BRML's attacned not acclicable QCostes of GHH-8RHL's attached C nct acolfcable WC0010s of SRH's attacned Section IV of As*8ullt Checklist (seleted and fransmitted to f$ABC CATE iW Package completeness veriff ed updated P!T$ orintsuts snowing current revisions and as*0u11t status attached and transmitted to (Gibos & Mill)

($ AMU) on CPPA dated DATE i

m

Issue a

texas utn.mE3 SERVICES INC.

INSTRUCTION REVISION MTE PAE ;

CP-EI-4.5-1l 1

4-27-81 15 of 23 FOR FORFATiDN CN.Y

$ tress 8 rob iomo Ptg Alta Pkg FIGURE 1 AS.8UILY cutcrList v.

RECONCIL!ATION AND tsSUANCE OF ANALY3!$ WT?w Tw[ A$.8U!LT CON 0! TION A.

Discrecent or Nissing Information gPackagecompleteuponreceiot,proceedto78 y Package inconclete upon receipt. request aEd track info as follows:

Information Requested in% tion Received Letter No. and Date Letter N1. eed Dett 1.

2.

3.

CPackage comoteted as itemired aeove, sroceed to 7 8 8.

Analysis k

"* *eanalysis not required, proceed

~

.1 U Reanalysis performd. results kc coed to 7.0.2.

C Resnalysis performed.

fty

.e:

~

a) Gibtps & Hill

.ue T Cribing unacceptable results for

$1AG to

• ATE sites s Hail b) $ AMU or 8$0G. proceed to [.0.

C.

tesolutton of unacceptable Analysis 1.

CCM's. OCA's issued to resolve eaccootable results itemited below OC A's DATI CMC's OAT [

l i

Cate 55Ast1AMV/F50G {as acoltcaole)

I

E TDAS UTILITIES SGVICES INC. INSTRUCTION REVISION PAGE TE CP-EI-4.5-1 1

4-27-81 16 of 23 f

fOR NOD,iAIiDN DNI.Y

$ tress Proe Momo Pkg Alta Pkg FIGURE I a$-BufLT Cut KL!$?

V.

Can't.

2.

3 8RP's. BRHL's. etc. Wodated to re9ect [.C.I.

Daft

.m 3.

C QAABC veriff es at built condition of [.0.2. above.

4.

".'5$AG/$ANU/P50G Aeanalysis confirmation, results acceptatte -

proceedto?,.D.2.

D.

Issuance of Acceptacle Analysts 1.

C Reanalysts was not reoutred. Issue GfM. CPPA or #7 weten defines the issue of tme analysts that was reconctied to the e*

as butit state and found to acceptable.

2.

2 Reanalysis was resuireg %

. CPPA or WPT attaching tre accentante as out A y attsening a copy of the com.

puter output 3.

"l Letter No.

t soever date Cate G&n/ 5APW 55AG/ F5%

4

• utgn Energy Proolem

'"Yes C No If yes. prepare and transmit Form 15M Cate Letter No.

l l

i l

l l

l

ISSUE 1

TEXA5 UTILTTIES SEVICES INC.

INSTRUCTION REVISION PAGE MTE CP-EI-4.5-1 1

l4-27-81 17 of 71 4

f FOR iNf0RMl"l0N DN.Y Stress Proc Nomo Ptg Alta Pkg FIGURE 1 AS.8UIL? CHttrl.!$?

y!. vts!FICAi!0N OF P!PE $UPPCR? OESIGM A.

C Reanalysis was not performed. No further action required. P!TS updated to reflect asabuilt acceptantlity of analysis and hangers, incluotng reference to analysis transmittal letter no.

8.

C Reanalysis was pedermed and all Dipe succorts have been reviewed against the final analysis and found to to acceptable. Proceed as per 7_T.A above C.

C Reanalysis was performed and all pipe succorts have been reivewed against tne final analysis and found to be acceotacle with the eactotion of the su0Corts listed below:

s.

4 1::

1 i

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

I TDA5 UTILITIES SGVICES IMC.

INSTRUCTION REVISION PAGE g

CP-ET-4.5-1 1

l4-27-81 19 of 21 r

FDR IUCRMEON ON.Y FIGURE 2

AS. BUILT VERIFICATION TAG (TYPICAL)

CPSES NO.

'AS.ButLT'vtRIFICAft0N (AG Line No.

\\_

a Drawing No.*

.1 Location:

d This line is being ed for as cullt purposes.

Contact' at est.

prior to performing any work other than inspection and testtR9 On this line.

G e

6

TDAS UTILITIES $8 VIES INC. INSTRUCTION REVISION PAGE TE CP-El-4.5-1 1

4-27-81 19 of 23_,

f B

FOR FOREA"0N ON.Y AffAC W NT 1 RIGOROUS $TRE$$ ANALY$l$ PR08tEMS Wi!CH REQUIRE A$ 8UILT VERIFICATION Gl885 & HILL AnalV5ES w STINGHOU5f A9Alf$[$

$Y$fCM HIGH (N(OP' W.HIGH [N(RGY HIGH (N(RGY M)M-GIC4e IN(5GY AF Ausillary Feedwater 1-0104 l-0128 1-0100 1 156 (7 Hign [nergy) 1 0108 1 0120 l-Olla (5 Non High (nergy) 1-010C 1-012E l-0118 1 012A l-OllC BR noron Recycle 1 089 1 093A (7 Mon-Hign Energy) 1 000 1-0938 I-J91 1 094 1 J928 CC Convonent Cooling 1-055A 1 056A (49 Non-Mign Energy) 1 0558 1-0621 1-0568 1-055C 1 062Y 1 0550 1-062Z l-057 1-06 3A 1-058 1-0638 1-059A l-063C 1-0598 1 0630 1-0500 1-064A 1 0590 1-0648 1-060 1 064C 1 061A 1-0640 1.G618 1-064E l-06 tC 1-064F 1 0610 1-065 1-061E 1 066A 106tr 1-0668 1 062A 1 066C 1 0628 1 157A l-062C 1 1578 1-0620 1 157C 1 062t 1 158A 1 062F 1 1588 1 062G l 15AC CH Chilled Water 1 188 (t Non High Energy) 1 189

TEXA5 tlTILITIES SERVICAS INC. INSTRUCTION REVISION PAGE TE CP-EI-4.5-1 1

4-27-81 20 of 23, 9

ATTACMENT 1

)

j, g RIGOAOUS STRESS ANALY5!$ PR08LEMS WHICH REQUIRE AS-8UILT YERIFICATION e

• Clatt 1 Stress Probige Gl885 & HILL ANALYSES WESTINGHOUSE ANALYSES SYSTEM HIGH ENERGY NON-HIGH ENERGY HIGH ENERGY NON-HIGH ENERGY CS Cheatcal & Volume Control 1-040 1-051C 1-150F

• l 039 *l-045C 1 047A (31 High Energy) 1 042A l-0510 1 0478 1 150G

• l 041 *l.0450 (11 Non-Hign energy) 1-0428 1-052X l.052U 1 150H

• l 0438 *l-045E l-0450 1-052Y 1 052V l 1501

• l.043C *l.045V l-045R 1-052Z 1-052W 1 150J

'l 0430 *l 045W 1-0455 1-092A

• l 043Y *l 045X 1 045T

• l 043Z 'l-045Y l-046A

• 1 044 1-0518 1-0468 1 051A CT Containment Spray 1-027 1-032 (37 Non-High Energy) 1-028 1-033 1-029K 1-034A 1-029L I-0348 1-029M 1-034C 1-029N 1-035A l-0290 1-0353 1-029P 1-035C 1 0290 1-0350 1-0295 1-035E l-029T 1-035F l-029U 1-036 1 029V 1 0378 1-0294 1-037W 1 0291 1-037X 1-029V 1 037Y l-029Z 1-0372 1-030 1 163 1-031 00 Destnerallred & Reactor Hakeup 1 095 1-097C Wa ter 1 09?A 1-0970 (5 Non-Hign Energy) 1-0978

TEXA5 UTILITIES SERVICES Utc.

INSTRUCTION REVISION PAGE TE CP-EI-4.5-1 1

4-27-81 21 of23 FOR iHFORhiltil0s GNLY ATTAC W MT 1 RIGGRou5 STRESS ANALYS15 PR08tEMS wtitM a[Qutaf A5-80!LT VtRIFICAfl0N SY5 FEM GIB85 8 Hitt ANALYSES wtSTINGH00$f ANALY$ts HIGH (NfRGY NON-HIGH [NERGY HIGH [N(RGY NON-HIGH ENERGY 00 Olesel Generator Fuel Oil 1 165A 1 165H (14 Mon-High Energy) 1-1658 I 167A 1 165C 1 1678 1-1650 1-167C 1 165E l-1670 1 165F 1 167E 1 165G l 167F FW 5 team Generator Feedwater 1-005 1 154 (20 Hign Energy) 1-006 1 155 1 007 1 166A 1 008 1 1668 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 High Energy) 1 002 1 079C (1 Non-High Efiergy) 1-003 1-0790 1-004 1 079E 1 023A 1-079F 1 0238 1 080A l-023C 1 0808 1-0230 1 080c 1 075 1 0800 1 076A 1-0768 1-0%A 1-077 1-0968 1 078 10%C 1 079A l-0960

E TEXAS UTILITIES SERVI GS INC.

INSTRUCTION REVISION PAGE CP-EI-4 5-1 1

4-27-81 22 of 23 o

fDR FORMiO0N ONl.

ATTACMENT 1 kIGOR005 57a155 ANALY5!$ PR08t[N5 WHICH REQulRE A5-8UILT VERIFICATION

• Class 1 Stress Problems

%YSTEM GIS85 & MILL ANALYSE 5 WESTINGMouSE ANALYSE 5 HIGH [NERGY NON-H!Gil INERGV HIGH ENfRGY NON NIGH (NERGY RC Reactor Coolant (6 High Energy)

+1-025 *l.054A

• l-082

• l-085 (4 Non-Mign Energy)

• l-0384 *l-0540

• l.083

• 1-053 *l-054C

• l.084 RH Residual Heat Removal (2 High Energy) 1 069 l-073

• l-026A (6 Non-Hign Energy) 1 070 1-074 al-0268 1 071A 1-072 SA Ausillary Steam 1-135A 1 1350 (6 Hfgn Energy) 1 1358 I-135E 1 135C 1 135F

$8 Steam Generator 81owdown 1-079E (2 Nign Energy) 1-079F SF 5 pent Fuel Pool Cooling and Cleanup 1-0864 1-088F (18 Non-Mign Energy) 1-0868 1-088W 1-086C 1 0881 1-087A 1-088Y 1-0878 1-0882 1-087C 1 151A 1-088C 1-1518 1-0880 1 151C 1-088E l 151D 51 Safety injection 1-020A 1 0194 1-0200

• l-013 *l-015Z (10 Hngn Energy)

(9 Non-High Energy) 1-0198 1 024

'l-014A *l 016 1 019C 1 0718

• l-0148 *l-017 1-0208 1-186

• l-0158 'l-018 1-020C "l-015Y 4

i I

i

ISSUE TEXA5 UTIt.TTIES SERVICES INC.

INSTRUCTION REVISION PAGE MTE CP-EI-4.5-1l 1

l4-27-81 23 of 23 ATTAC M NT 1 RIGOROUS STR(55 AN%YSIS PROOLEMS WHICH REQUIRE AS-8UILT VERIFICATION SYSTEM GiB85 & ufLL ANALYSE 3 WE5f t% HOUSE ANALYS[5 MIGH ENERGV NON.HIGH [N(RGY HIGH [NERtY N0f!-HIGH ENERGY SW 5ervice Water 1 021 1-068T 1 0675 (22 Non-High Energy) 1 022 1-068U 1-067W 1-067T 1 0689 l-068A 1-067U 1-0681 1- % 85 1 067V l-068Y l n6N 1-0671 1 068Z l.164 1-067Y l-176 1067Z 1-177 VA Hydrogen Purge 1-178A 1 179 (4 Mon-high Energy) 1 1788 1 180 VD Vents & Dratns 1 174 (2 Mon.High Energy) 1 175 77 Instrument Tubing 1 168A 1 1680 (5 Mon.High Energy) 1 1688 1 168C b

1 168C Total (All Systems)

- 78 188 -

33 13 4

FOR J#Ulmlica enu

.