ML20199D907

Partial Response to FOIA Request for Documents Re 851224 Insp Repts 50-445/85-13 & 50-446/85-09.App B Lists Documents Available in PDR

ML20199D907
Person / Time
Site:	Comanche Peak
Issue date:	06/09/1986
From:	Grimsley D NRC OFFICE OF ADMINISTRATION (ADM)
To:	Garde B GOVERNMENT ACCOUNTABILITY PROJECT
Shared Package
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References
FOIA-86-36 NUDOCS 8606230132
Download: ML20199D907 (29)

See also: IR 05000445/1985013

Text

{{#Wiki_filter:n- .I - UNITED STATES [p nrog}o NUCLEAR REGULATORY COMMISSION . f g W ASHINGTON. D. C. 20555 % ej \\

%.....d JUN 9 ggg Ms. Billie Pirner Garde Government Accountability Project 1555 Connecticut Avenue, N.W., Suite 202 IN RESPONSE REFER Washington, DC 20555 TO FOIA-86-36 Dear Ms. Garde: This is in regard io your request, pursuant to the Freedom of information Act, to which the NRC assigned the above number. _X__ This is a partial response to your request. We will notify you upon completion of search for and review of any additional records subject to your request. The staff has completed the search for and review of records subject to your request, and this is the final response to your request. The NRC has no records subject to your request. Records subject to your request are available for public inspection and copying at the NRC Public Document Room (PDR), 1717 H Street, NW, Washington, DC 20555, as noted f on the enclosure (s). The PDR accession number is identified beside each record description. _Z__ Records subject to your request are being made available for public inspectio,n and copying at the NRC Public Document Room (PDR), 1717 H Street, NW, Washington, DC 20555, in the PDR file falder under the above number and j your name. These records are listed on the enclosure (s). We are enclosing a notice that provides information about ! charges and procedures for obtaining records from the PDR. Sincerely, f ! D nie H. Grimsley, Director , l Division of Rules and Records Office of Administration Enclosure (s): As stated i 8606230132 860609 PDR FOIA GARDE 86-36 PDR \\.

- __ -. ' - . . r . ' . .. ' FOIA 86-36 APPENDIX B 1. Undated CPSES Field Requisition No. 35393, Justification Requirements For Requisitions (1pg) 7.k1/31/77 Texas UtilitiesFlow Elements Spec No. 2323-MS-624 (1pg)(cover sheet) 2 3. 1/31/79 Texas Utilities Annubar Flow Elements (cover sheet) (1pg) 4, 1/22/79 CPSES Component Modification Card No. 4130 (3pgs) 5. Undated C6H Scope Piping (13pg4) 6. 10/15/80 C&H Spec No. 2323-ES-100, page 2-4 (1pg) 7. 5/1/81 Texas Utilities Heated Resistance Temp Detector (cover sheet) (Ipg) 8. 3/13/81 TUGCo Office Memorandum Historical File Deletion Instruction QI-QP-11.3-25.4 (4pgs) Listing of Changes in Procedure Nos for Inspection Instructions - Electrical (several numbers) (Spgs) 2/18/82 Listing of Changes in Procedure Nos for Inspection Instructions - Electrical (several numbers) (9pgs) 2/18/82 Re-numbering / Deletion of Procedures / Instructions QI-QP-11.3-28.9 (3pgs) 2/2/84 Re-numbering / Deletion of Procedures / Instructions QI-QP-11.3-28.7 (4pgs) 2/2/84 Re-numbering / Deletion of Procedures / Instructions QI-QP-11.3-25.6D (4pgs) 2/7/84 Re-numbering / Deletion of Procedures / Instructions (several numbers) (44pgs) 9/5/85 ' , , i

• 9.

9/2/81 Letter, AMP Special Industries. Eister to Ross (1pg) " " "

Letter, . Renshaw to Emanual (1pg) w/att, Engineering Evaluation Report (3pgs) '

10. 1/18/82 TUSI Procedure CP-EP-16.0, Rev 1 (2pgs) 11e ' 5/7/84 Startup Oork Autho'rization No. 55717, t Auth'.No; 19249, Unit 1

System No. 1-02AB (19pgs).

'12. 11/21/84 C&H CableSchedule 2323-El-1700,- (1pg) < 13. 10/19/84 CPSES Nonconfor::ance Rept E-84-100524 (2pgs) 14, 10/19/84 ~ CPSES Nonconformance Rept E-84-10052 (2pgs) , 15. 1/23/85 TUCCo Instruction QI-QP-11.3-38 Rev. 7 Class 1E' Electrical Equipment Installation (7pgs) '

• Undergoing further staff review; will be addressed in next response letter.

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- - - _ _ _ r , . - . , . . . - -2- . FOIA 86-36 APPENDIX B CONT'D 16. 1/14/85 TucCo Of fice Memorandum to J.T. Merritt, Control Boards: Cable Violations (1pg) 17. 1/16/85 TUcCo Office Memorandum to M.B. Jones, Action Item I.b.4, Barrier Removal (29pgs) 18. 1/16/85 TucCo office Memorandum to W.I. vogelsang, Main Control Boards: Cable Violation (1pg)

19. 1/21/85 TucCo Office Memorandum to L.M. Popplewell, SDAR Evaluation (1pg) 20. 1/28/85 Tucco Office Memorandum to A. Vega, Main Control Boards: Cable Separation Violation (1pg) . 21, 2/5/85 Tucco letter,' Billy Ciements to.D.R. Hunter.. Main Control Boards: Cable Separation Violation (1pg) t22. 2/5/85 AMP Products Corp Memorandum, Dickerson from Naples, Bending of Terminals (1pg) ' 23. 1/31/85 TucCo Field Requisition - Construction No. 35393 (1pg) ! 244. 2/5/85 Facsimile cover sheet, to Dickerson (1pg) 25. 2/11/85 TUGCo shipping order No. R-35393 (2pgs) 26. 3/5/85 c6H Cales, iia (27pgs) handwritten 27, 3/14/85 TUGCo. Design Consideration For Piping Systems Between Seismic Category I and Non-Seismic Category I Piping (26pgs) 28 4/2/85 Sar.a as above (36pgs) . 29, 4/22/85 TUSI Seismic calesans piping (2pgs) ' C30. 4/25/85 ,SWRI Procedure No. SWRI-NDT-800-103 For Ultrasonic Measurement- ' bf Hilti Bolt Lengths for NRC-TRT Item II.e -(10pgs) '31. 8/2/85 Tucco Instruction qI-qP-11.3-28. Rev 25 (76pgs) i 32. 8/10/85 DCC Purchase Order List (13pgs) - I'30/85 office Memorandum, Senior Review; Team to Review Team Leaders t 33. / i Subject: Developing Sampling Plans and Randon Samples for

TRT Issues (15pgs). ' l l CUnd2rgoing further statt review; will be addressed in next response letter. N t A , - - - ,- , , , , - ,w. c. -w_.----. , - . - c- .e , , . - - - - - - ---+--e v -, , ,-- ~-~

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. . - ' -3- ? .. FOIA 86-36 APPENDIX B CONT'D V Office Memorandum, Senior Review Team to Review Team Leaders Subject: Guide for Safety Significance Evaluations (Spgs) 1/30/85 Office Memorandum, Senior Review Team to Review Team Leaders SRT Support Group , Subject: Guide on Central and Working Files (8pgs) Office Memorandum, Senior Review Team to Review Team Leaders Subject: Policy on Testing and Inspectin Personnel Used'in Third Party Verification Activities (9pgs) 34. 4/25/85 Comanche Peak Response Team Action Plan, Item No. I.c (13pgs) " " " " " " Item No. V.c (12pgs) 6/26/85 " " " " " " Item No. V.e (9pgs) 6/26/85 35. 5/16/84 CPSES Nonconformance Reports (NCR) No. E84-00972 (2pgs) No. E-84-01081 R.2 (11pgs) No. E-84-01069 R.1 (6pgs) No. E-84-01074 R.2 (11pgs) No. E-84-01073 R.2 (10pgs) No. E-84-01071 R.2 (11pgs) No. E-84-01075 R.2 (11pgs) No. E-84-01072 R.2 (10pgs) No. E-84-01076 R.2 (11pgs) No. E-84-01070 R.3 (12pgs) No. E-84-01077 R.2 (10pgs) No. E-84-02068 R.2 (11pgs) No. E-84-01078 R.3 (11pgs) No. E-84-01067 R.3 (11pgs) No. E-84-01079 R.2 (10pgs) No. E-84-01066 R.2 (10pgs) No. E-84-01080 R.3 (11pgs) No. E-85-101361S (1pg) f 36. 6/26/85 Comanche Peak Review Team Population Description, (CPRTPD) Small Bore Piping and Instrument Tubing / Piping, Welds / Materials (3pgs) CPRTPD - 6/26/85, Piping System Bolted Joints / Materials (3pgs) CPRTPD - 6/26/85, Small Bore Piping Configuration (4pgs) CPRTPD - 6/26/85, Large Bore Pipe - Welds / Materials (3pgs) .CPRTPD - 6/26/85, Large Bore Piping Configuration (4pgs) lCPRTPD - 8/8/85, Liners (2pgs)

, CPRTPD - 9/26/85, Large Bore Pipe WeJds/ Material .(3pgs) - , 3,7. 7/17/85 Accessibility Walkdown Checklist - Pipe Supports, !LBSR (4pgs) 1N1. 7/18/85 [EvaluationResearchCorporation(ERC),ComanchePeakResponse . Team QI For Issue Specific Action Plan VII.c No. QI-014 (21pgs) .Rev 0 lERC Instruction.No. QI-008 Rev 1, 7/26/85 (20pgs) ' ERC Instruction No. QI-018. Rev 0, 7/29/85 (12pgs)

ERC Instruction No. CPP-006, Rev 1, 8/9/85 (10pgs)

'ERC Instruction No. CPP-005, Rev 0, 8/13/85 (13pgs) ' ' ERC Instruction N6. QI-026, Rev 0, 8/16/85' (22pgs) iERC Instruction No. QI-025, Rev 1, 8/16/85 (19pgs)' , ERC Instruction No. QI-031. Rev 0, 8/22/85 ( 7pgs) ERC Instruction' No. QI-021. Rev 0, 8/28/85 (26pgs) ERC Instruction No. CPP-019, Rev 1. VII.b.1, ,8/28/85 ( 5pgs) ERC Instruction No. QI-008, Rev 2,.9/10/85 (19pgs) ERC Instruction No. QI-008, Rev 2, 9/10/85 (19pgs) ERC Instruction No. QI-043, Rev 0. 9/16/85 (11pgs) ' FRC Tnstruction. No. OI-013. Rev 4. 9/25/85 ( 5pgs)- , , . '

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. . - .4 FOIA 86-36 l . APPENDIX B CONT'D . - 39, 9/4/85 Comanche Peak Response Team Checklist - Lg Bore Supports (2pgs) Comahche Peak Response Team Checklist - Sm Bore Piping Configuration - No. I-M-SBCO (3pgs) 9 /16/85 I Comanche Peak Response Team Checklist - TRT Issues-Pipe Supports in Rn 77N, Safeguards Bldg. Unit 1 - No. 1-S-PS7N (7pgs) 8/29/85 Comanche Peak Response Team Checklist - Piping System Bolted Joints /Ma,terial - No. I-M-PBOM-042, QI-021 - (3pgs) 9/6/85 Comanche Peak Response Team Checklist - Sa Bore Piping

Configuration - No. I-M-SBCO (3pgs) 9/12/85 Comanche Peak Response Team Checklist - Piping System Bolted Joints / Material - No. I-M-PBOM-041 (3pgs) 9/14/85 Comanche Peak Response Team Checklist - Lg Bore Pipe Supports- Rigid - No. I-S-LBSR (2pgs) 9/18/85 Comanche Peak Response Team Checklist - Lg Bore Pipe Supports- - Rigid - No. I-S-LBSR (4pgs) 9/18/85 40. 7/24/85 Cibbs & Hill, Inc., letter, project No. 2323. Control Board Separation TRT Item I.b.1, Ballard to J. George, w/att, (21pgs) Gibbs & Hill cale sheets: Dtd 12/1/79/8/27/80, Job No. 2323 SFB-107C (41pgs) Gibbs & Hill cale sheets: Dtd 1/1/79 Job No. 2323, No. Ic Calc No. SFB-102C Set 1 (17pgs) Gibbs & Hill calc sheets: Dtd 6/21/76. Job No. 2323A, part f of SFB-102C, Set 1 (3pgs) 41.. 8/2/85 Evaluation Research Corporation (ERC) Memorandum, Schauf to Patterson, QA/QC-RT-281 (6pgs) - 8/7/85 ERC Memo. QA/QC Review ' Team to Tyler QA/QC-RT-319 (10pgs) 8/8/85 ERC Memo. QA/QC Review Team to Tyler QA/QC-RT-328 (3pgs) 8/12/85 ERC Memo. QA/QC Review Team to Tyler QA/QC-RT-353 (5pgs) 8/13/85 ERC Memo, Brown to Patterson, QA/QC/RT-326 (8pgs) 8/21/85 ERC Nemo, Brown to Patterson, QA/QC/RT-293 (22pss) t 8/22/85 ERC Memo. QA/QC Review Team to Tyler, QA/QC-RT-415 (2pss) , ' 8/26/85 ERC Memo, Schauf to Patterson, QA/QC-RT-343 (5pss) ! 8/27/85 ERC Memo. QA/QC Review Team to Tyler, QA/QC-RT-432 (18pgs) ! 8/29/85 ERC Memo, Brown to Patterson, QA/QC-RT-450 (22pss) 8/30/85 ERC Memo,' QA/QC Review Team to Tyler, QA/QC-RT-455 ( 26 pas) ..

'9/6/85 ERC Memo. QA/QC Review Team to Hale. QA/QC-RT-481 (2pgs)

'9/7/85 ERC Memo, Brown to Patterson, QA/QC-RT-487 (4pss) l 9/13/85 ERC. Memo, Brown to Patterson, QA/QC-RT-522 (3pgs)

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'9/17/85 ERC Memo. QA/QC Review Team to Hale, QA/QC-RT-535 (15pss) , ! 9/17/85 ERC Memo. QA/QC Review Team to Hale. QA/QC-RT-537, (10pss) l - ! 9/19/85 ERC Memo, Brown to Patterson, QA/QC-RT-291.(4pgs) i 9/23/85 ERC Memo, Brown to Patterson, QA/QC-RT-690 (21 pas) 9/25/85 ERC Memo, Brown to Patterson, QA/QC-RT-611 (4pgs)' ' ' 9/28/85 ERC Memo, Bovensky to Brown, QA/QC-RT-619 (2pgs) ' 10/1/85 ERC Memo QA/QC Review . Team to Hale QA/QC-Rt-628 (4pgs) ! l ! \\ . . t . . .

L, ~ . .- , . - 5 FOIA '6-36 8 APPENDIX B CONT'D 42. 7/18/85 Comanche Peak Review Team Checklist - Cables - No. I-E-CABL (9pgs) 43. 8/22/85 Comanche Peak Review Team Population Items List (CPRTPIL).Sm Bore Piping Configuration,:Rev 0 (Spgs) CPRTPIL - Lg Bore Pipe Welds / Material (17pgs) 44. 8/28/85 Comanche Peak Response Team , Verification Package Contents - ' P Pkg No. I-S-LBSR-023 (1pg)

45. 9/3/85 Comanche Peak Response Team ERC Deviation Report (DR) No. I-S- SBPS-035-DR1, Chilled Water System (Spgs) 9/10/85 CPRT ERC Deviation Report No. I-S-SBPS-038-DR-1, Waste Prpcessing Liguid' (6pgs) 46. 9/5/85 Comanche Peak Response Team ERC Deviation Report No. I-S-LINR- 30-DR-1, Containment Liner (8pgs) 9/5/85 CPRT ERC Deviation Report No. I-S-LINR-60-DR-1, Containment Liner (11pgs) 9/5/85 CPRT ERC Deviation Report No. I-S-LINR-3-DR-1 Containment Liner (8pgs) '9/6/85 CPRT ERC Deviation Report No. I-M-PBOM-059-DR-1, Heating & Ventilating (4pgs) 9/6/85 CPRT ERC Deviation Report No. I-M-BPOM-053-DR-1 SYS:WP (2pgs) 9/10/85 CPRT ERC Deviation Report No. I-S-LBSR-023-DR-1, System-CT (1pg) 9/10/85 CPRT ERC Deviation Report No. 1-M-BPOM-048-DR-1, Station Service Water (4pgs) 9/19/85 CPRT ERC Deviation Report No. I-M-BPOM-063-DR-1, ' Component Cooling Water (4pgs) 9/19/85 CPRT ERC Deviation Report No. I-M-DUPL-040-DR-1, Ventilation Safeguard (18pgs) 9/19/85 CPRT ERC Deviation Report No. I-M-PBOM-062-DR-1, System: Chilled Water , (4pgs) . 9/24/85 CPRT ERC Deviation Report No. I-S-CONC-S2-DR1, ConcretePlacement (4pgs) 9/30/85 CPRT ERC Deviation Report No. I-S-LINR-6-DR-1, , Containment Liner (7pgs) , 9/30/85 CPRT ERC Deviation Report No. I-S-LINR-51-DR-1, Containment Liner (Shell) (8pgs) 9/30/85 CPRT ERC Deviation Report No. I-S-LINR-55-DR-1, Containeetn Liner (Shell) . (8pgs) ,. 9/30/85 CPRT ERC Deviation Report No. I-S-LINR-13-DR-1, . Containment Liner (Shell) (6pgs) , 47. 9/6/85 Population' Description.LgBorbPipeSupports-Rigid, ~ No. I-S-LBSR (2pgs) ~ 9/25/85 Population Description, Pipe Supports-Rigid,

, - No. not legible Pkg No. I-S-LBSR-053 (2pgs) . 4 .

9

l .. . . . . - -6- FOIA 86136 APPENDIX B CONT'O 48. 9/5/85 CPSES Prerequisite Test Instruction XCP-EE-20, Continuity ' And Termination Verifica' tion, Rev 2 (9pgs) CPSES Prerequisite Test Instruction XCP-EE-8, Control Circuit Functional Testing,' Rev 9 (9pgs) 49. 8/28/85 Comanche Peak Response Team (CPRT) Supplemental Inspection Instruction QI-027 Rev. O (9pgs) 9/10/85 .CPRT Suppl Inspec' tion Instr'.QI-008, (2pgs) ' 9/10/85 CPRT Suppl Inspection Instr QI-010, Rev 0 :(3pgs) 9/13/85 CPRT Suppl Inspection Instr QI-010, Rev O (2pgs) 9/18/85 CPRT Suppl Inspection Instr QI-010, Rev 0 (2pgs) 9/5/85 CPRT Suppl Inspection Instr QI-010, Rev O (5pgs) 9/14/85 CPRT Suopl Inspection Instr QI-010, Rev 0 (2pgs) 9/14/85 CPRT Suppl Inspection Instr QI-010, Rev 0 (2pgs) 9/10/85 CPRT Suppl Inspection Instr QI-008, (2pgs) 50. 9/9/85 Comanche Peak Response Team Verification Pkg Index~ I-LS-3378, Instrumentation Equip. (2pgs) 9/9/85 CPRT VPI, I-LS-4795, Instrumentation Equip. (3pgs) 9/9/85 CPRT VPI, I-LS-3376, Instrumentation Equip. (2pgs) 9/11/85 CPRT VPI, Joint I.D. P-366, Containment Liner (7pgs) 9/13/85 CPRT VPI, CC-1-SB-043-009-3, Sm Bore Pipe Support (4pgs) 9/26/85 CPRT VPI, CC-1-RB-004-007-3, Sm Bore Pipe Support (4pgs) 0/30/85 CPRT VPI, Joint I.D.10E, Containment Liner (7pgs)

1. ~ 51. 9/17/85

- Comanche Peak Response Team Verification Package Contents. I-S-CONC-12. Concre,te Placement (4pgs) 9/19/85 CPRT VPC, I-S-CONC-47, Concrete Placement (4pgs) 9/23/85 CPRT VPC, I-S-CONC-006, Concrete Placement (4pgs) 9/24/85 CPRT VPC, I-S-SBPS-009, Sm Bore Pipe Supports (4pgs) 9/ /85 CPRT VPC, I-S-CONC-08. Concrete Placement (4pgs) ' 52. 10/4/85 CPSES Termination Evaluation P'.E.!Italstead w/att. Eng. . Criterion For Evaluation of Crimped Lugs (4pgs) 53, 10/4/85 TrainAng and Qualifications ~ No. DAP-15 (14pgs) r ! . f e t . 9

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, , .. 6 . -7- . ' FOIA $6-36 APPENDIX B CONT'D 54. 1/14/85 Comanche Peak Steam Electric Station Engineering Department Administration Manual. Procedure NO. EDA-109 Rev 0 (9pgs) 55. 4/8/85 CPSES Administration Manual Procedure No. STA-702, Rev 4 (14pgs) 1 56, 5/17/85 CPSES Administration Manual, Procedure No. EDA-105, Rev 3 (13pgs) 57. 8/9/85 CPSES Administration Manual, Procedure No. STA-608, Rev 8 (23pgs) ) , e b 6 i i .

~ .u . , , . . . . ., . c Government Accountability Project ' 1555 Connecticut Avenue, N.\\s'.. Suite 202 Washington D.C. 20036 (202) 232-8550 tiillie Garde Director, Ennronmental Whistleblower Clinic January 14, 1986 FREEDOM OF INFORMATION ACT REQUEST . t-REEDOM op gypogy,~\\ Director ACT REQUEST hM g b Office of Administration Nuclear Regulatory Commission Washington, D.C. 20555 mm gggg To Whom It May Concern: Pursuant to the Freedom of Information Act ("FOIA"), 5

U.S.C. $552, the Government Accountability Project (" GAP") requests copies of any and all agency records and information, including but not limited to notes, letters, memoranda, drafts, minutes, diaries, logs, calendars, tapes, transcripts, summaries, interview rerarts, procedures, instructions, engineering analyses, drawings, files, graphs, charts, maps, photographs, agreements, handwritten notes, studies, data sheets, notebooks, books, telephone messages, computations, voice recordings, computer runoffs, any other data compilations, interim and/or final reports, status reports, and any and all other records relevant to and/or generated in connection with Inspection Report 50-445/85-13 and 50-446/85-09, December 24, 1985. This request includes all agency records as defined in 10 C.F.R. $9.3a(b) and the NRC Manual, Appendix 0211, Parts 1.A.2 and A.3 (approved October 8, 1980) whether they currently exist in the NRC official, " working", investigative or other files, or at any other location, including private residences. If any records as defined in 10 C.F.R. $9.3a(b) and the NRC Manual, supra, and covered by this request have been destroyed and/or removed after this request, please provide all surrounding records, including but not limited to a list of all records which have been or are destroyed and/or removed, a description of the action (s) taken relevant to, generated in connection with, and/or issued in order to implement the action (s).

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. . -2- - . . . . . , GAP requests that fees be waived, because " finding the information can.be considered as primarily benefitting the general public," 5 U.S.C. {552(a)(4)(a). GAP is a non-profit, non-partisan public interest organization concerned with honest and open government. Through public outreach, the Project i promotes whistleblowers as agents of government accountability. Through its Citizens Clinic, GAP offers assistance to local public interest and citizens groups seeking to ensure the health and safety of their communities. The Citizens Clinic is currently assisting several citizens groups, local governments and intervenors in Texas concerning the Comanche Peak plant. ! We are requesting the above information as part of an ongoing monitoring project on the adequacy of the NRC's efforts to protect public safety and health at nuclear power plants. For any documents or portions that you deny due to a specific POIA exemption, please provide an index itemizing and describing the documents or portions of documents withheld. The index should provide a detailed justification of your grounds for claiming each exemption, explaining why each exemption is relevant to the document or portion of the document withheld. This index is required under Vaughn v. Rosen (I), 484 F.2d 820 (D.C. Cir. 1973), cert. denied, 415 U.S. 977 (1974). We look forward to your response to this request within ten days. Sincerely, t(\\W % Billie Pirner Garde Director Environmental Whistleblower Clinic .

[) ~') . , .. CPSESFIELDREQUISITIONNO JUSTIFICATION REQUIREMENTS FOR REQUISITIONS

s I. What organiza n is requesting this material? TUSI B&R TUGC0 G&H - -- II. Was diis materT&T1n the original scope?

• YES
• NO
• If YES, why is it being requisitioned now?

Explain. - t i !

• If .N_0, why is this material being added?

Explain. { NOTE: (A OCA is not in itself considered proper justification.) i

I - I t III. If the term "No Substitute" is used on the requisition, state why the particular item specified cannot be substituted. i IV. If requisitioner specifies a supplement to an existing order, state why the purchase is not permitted from a different sucplier. , /%M-24-34 , AN E ' -

_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . y ~ '4sN O.: ~~ . . ' '~

1. ~

TEXAS UTILITIES SE .s NC. . AGEN F TEXAS UTILITIES G IER A.' ..P ' Y - -- ' ACTI FOB y. DALLAS POWER LIGH7:dCfMACE" M V 7 TEXAS ELECTRI V[ Q -;a w.?3 ?%'47@v.k. I#DD 5nn sf bd i I:.. p'.W i;LdLs !U 6: WGgg .. .;

.

. - THIS DOCUMENT IS AFF HE PEAK STEAM EI.ZCTRIC STA TIOR UNITS NOS. 1 &2 HE FOLLOWIRG AP D ESIGN CHAN CPS $ l . - FLOW ELEMEMS.. 1 ! J23'ip.f ce;(. c JECIFIC1TICN NO. -624 C ~-- ' ., ANS S :: 4 ItT33 * 1 ' . .55 2 & 3 - -0090GER--h-4 4- , ' .VISf M ';'*iOVEMBZ5 8, 1976 , - ~jgl } ilT .. h/OliQzi . S k) ', . 35'I195 /l- ~ % CPSES m /c'. (TUSI REFERINCE 07624) f [,[., 3 $. e , v. q . DOCUMENT CONT < % ./ p - \\.:. . g 4,, ' THIS CCCUMENT CCMPLIES 'C"E F AA AGF A PE *i1- 22 50 CF CONT W THE A5.- ^- AND PFISSURE VESSEL CCDE SECTION III . ,

. . _ , [0 5. A / ~', - m r. o. N w.~n 1s 77 .. 35791 jl Vf \\ TE - s. GIBBS & HILL, In c. ENGINEEFS, DESIGNERS , CONST EUCTORS NEW YORK, NEW YORK f0/A $ $ A/S l

- - - - - - - - - - -

_. - p?' . ?;;. R - ' CPSES ' TEXAS UTILITIES SERVICES INC. 35.-1195 [" ' o .f. AGENT FOR o '0'Ni 5 Y TEXAS UTILITIES GENERATING COMPANY q .. ACTING FOR 4 ' o - ., c- I ' , $ DALLAS POWER 6 LIGHT COMPANY c5 5 TEXAS ELECTRIC SERVICE COMPANY h . ,' h- , TEXAS POWER & LIGHT COMPANY

1. ' 45#

4 L 'THIS SPECIFICATION COVER , st^M";PMEL i ~ Eo" NOCLEARofw*. M,ak Ae+n - . 4 , -- 2. UNITS 1 & . e+,9f+. ' e (

ANNUBAR FL M __ , , SPECIFICATION NO. 2 , (CODE CLASS 3 - ANS 1 ) f. - s NOVEM,BER 16, 978 * - ISSUED FOR ~ %v % ",

f@ N 3 } k I N } M k = "c= o2" N + /> o+e 'IT!IS DOCUMENT COMPLIFS WITH PARAGRAPH NA-2 ., ASME EOILER AND PRESSURE VESSEI CODE SECTION III ,37****y-

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. DESIGN CONSIDIAATION FOR PIPING SYSTEMS SETWEEN SEISMIC CATECORY I AND NON-SEISetlG CATECORY I SUILDINGS ATTACHetENT I - LIST OF TABLES TABLE 1.1 P8P1100 LINES ROUTED BETWEEN $[ISMIC CATEGORY I AND atON-SEISMIC CATECORY l BUILDINGS A. MOMENT AESTRAINTS SEPAAAfileG SEls. CAI I 8. A10CHOAS SEPARATileG SEIS. CAT I (SAFETY CL 3)(SAFETY CL 2) TROM NON-SESS. CAT I PIPileG INNS CL 5 OR G) FNOM NON-SEIS. CAT I PIPING (NNS CL $ OR G) TASLE 1.2 PIPING LINES AOUIED BETWEEN SEISMIC CATECORY I AND N0ll-SEISMIC CATEGORY I SUILDINGS

AlICHORS/CAOUP OF RESTRAINTS SEPARATING PROBLENS C0ftIAINING ONLY NON-SE SSMIC CAT I PIPING (NNS CL 5) TAaLE 2.1 FIPING LINES AOUIED WeilllN A SEISMIC CATECORY I RullDING .. AleCMORS/CAOUP OF RESTRAINIS IN SE SS. CAT I lSATETY Cl_ 2 OR 3) COMPUlf A ANAL.Y2[D Del ONE SIDE OF ANCit0R AND NOM 0CAAril** Oil 0I111 A SIDI of ANCil0A , TABLE 2.2 PirilIG LINES ROUTED WITIllN A SERSHIC CAlfCORY I DullDING 9 - A. MOMENT RE11AAltlTS SEPARAllNG SEIS. CAT I (SAEETY CL 2) Ett0H NON-Si 18 CAI I (NNS Cl 5 OA C) PIPING S. AleCalOAS/CAOUP OF RESIRAINTS IN SEls. CAT I (SAfEIY CL 2 OR 3) CilANCING 10 NON-SEIS. CAT l{NNS CL $) PIPING \\ TASLE 2.3 PSPING LINES ROUTED WITIllN A SEISMIC CATECORY I 8tilLDING AleCHORS SEPARAlll0C ONLY NON-SE ISMIC CATECORY I PlPING (NNS Cl ASS 5) (EXCLUDING AleCal0RS LISTED IN IA8tf 1.2) . TABLE 2.4 PIPING LINES ROUTED WlilllN A SEISMIC CATECOMY I SUILDING . OTHER TYPES OF SEPARATIONS DEIWEEN SEISMIC CATECORY l AND NON-SLISMic CATECORY l LINES , ( EMBEDMINIS. WAII A IIOSE CONNECTIONS. Ila!) . N . k t s 1 I ta kf :l' ? s .j .? a- se c au .. .

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. I ASt [ 1.1 PIPING LINES ROUTED BETWifN SilSMIC CAlfGOMY 3 ANO NON-SEISMIC CAffGORY I BUI L DINGS A. MonENT AESTRAINIS SEPARATING SEIS. CAI I (SAFETY CL 23 FROM NON-SflS. CAI I PIPING INNS CL $ OR C) 0813 CHECM (ME il600 ) HEY DATE ..................................................................................................................SuCET I of 3 I ................. 10RIC.DESIGNIflNAL EVAL.. I NOMENT PA08/ ISS. ENER CONNfCIING l IP0Z. AESTAAINI C. PROS LINE LINI VALVE BullDINGS M.RST SIRUClH.AST STAuc REMARKS __ _ _ _ , I NuntiEnS 1.u.....................(Al...is)................._........................(C).........lii n....( E l..I ( D ) (E) ... .. .. ....................................... I CPI-fWSSMR-04lAS-1-9A I int-fW-1-031-2003-2llfV-084 ISAFE CUARO/ l I 1-104 AD HE IS-fW-t-016-2002-5 ISWITCil CfAR VfS YES YES YES FOR PIPE AuripAE LOADS QUAllflED I~~I- i l l Ces-FWSSMa-calAa-t-9e a la-fW-I-035-2003-2 IfV-016l SAFE CHAHD/ 1 QUAliflED I i 1-104 AD HE IS-fW-t-Ol4-2002-5 ISWITCll CEAR VfS YES YES l YES FOR PIPE RUPTURE LOADS 1 . l . _ _ _ _ _ 6 3 CPI-rWsSMa-al Aa-.-9C 3 la-fW-t-036-2003-21 Ifv-Ga215AIE CHARD / .._ _ 1 1-104 AD HE 14-fW-l-Ol$-2002-51 SWITCal cfAhl vs S Vis l Vf s ! yrs FOR PIPE AUPTURE LOADS QUAllflED - i ________l l -- 1 l 4 i ~ Cel-fWS$nn-03 As-I-90 I la-sW-t-034-2003-2 Ifv-010 SAFE CuAnn/._ .-. __.__I' I QuAltflEn 3-104 AD tee 18-fW-t-013-2002-5 SWITCII CfAh Yt $ YES YES 1 YES FOR PIPE RUPTURE LOADS lT l l I Cel-M$ nema-al Aa-t-23Al I 32-MS-I-00 5-130b21 IMS-06ta lSATE usAnn/l

QUAttfIED I i-100 Ao ut 32-MS-I-n01-1302-ci ISWitCil CfAH YfS YES YES YES FOR PIPE RUPipAE LOADS I _ l _ l___..__._______.l.____ _ _ _ . _ __ QuAttflED I 6 CPI-MSnEMR-02 l Aa- t -238 l 32-MS-I-002-1303-28_IMS-029l SAIL CalAnn/ ' .. 1 l l-100 AO HE 32-MS-l-Ol2-1302-Cl ISWITCat CfAlti Yfs YI'S VfS YES fna PIP [ RUPTURE loans i i l i - I I I IT CPI-MSnEMR-03 At-i-23Cl 2 32-MS-I-003-1343-2 IMS-02il 5 ATE'~ialAnis/ l l QilAll fled ) 1-100 AD llE 32-MS-I-Oli-1302-C lSWITCal CI'ARI YfS VfS Yl' $ Y[$ FOR PSPE AUPTURE LOADS I & CPI-MSMEIG-04 AS.1-2301 I i 12-MS-I-008 -I lo)-2 IMS-06dlSAFE iMIAllD/ ~~l ~ ~~ 1 QUAliflED - i 1-800 l AD l HE 32-MS-t-022-1302-C lSW11CllCIAniYISlYES YIS YES I FOR PlPE RUPIURE LOADS I l 1 I i . . _____ I _ _ _ I _ _ l _ _ _ l . S . 3 . I y ul a r. . w; < g .f - l e i u . .v. s i >. .: : . , . , .. : . >

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p. - . . . o . TABLE 1.1 PirlilG LINES ROUIED BETWffN SEISMIC CAT [CORY I AND NON-SE85MIC CAllCORY I SullDINGS - A. M0MElli RESTRAINTS SEPARATING SEIS, CAT I (SAf fiY CL 21 TitoM NON-SflS. CAI I PIPING (NNS CL 5 OR C) OA10 CHECK ( M(IllOO 1 REV DAlf SHEET 2 of 3 SS853535885555555833335853555555Sa&m3 3333333333 Sa53 3233=3 333333333245Sama3 Ras a am a a ss & s3Eas s s a 3ES3E 353 Ea S33333333 33 33333355 3E 5 5 S ORIG.DfSIGNiflNAL EVAL. MGM(all P908/ ISS. [NER CONNICilW ! f.W. RESTRAINI C. PROS LINE I IHf VALVE BullDBMGS H.R$ilSiltuC H.RST SIRUC REMARits (Al (S) HuHuf ft$ (Cl (D) l (E) (D) (f) L as===============ss=============assamazaasssammassass===sammas asseaussamass4=asassmasa=====sssazas==ma======ma=====sasassaa las a 9 CPI-MSSSMR-03 AS-1-19A 1 3-MS-I-0T4-1303-2 llIV-2397 SAFE CuARD/ QUAllfl[D AS-l-19E 2 ISE 3-MS-1-018-1302-5 SWiiCII GEAlt Yi5 YES YES YES fon PirE RUPTURE LOADS l 18 cpi-MS$$MR-02 AS-1-198 1 3-MS-t-075-1303-2 IHV-2398 S W CHAltD/ QUALIFIED -- l AS-1-19E 2 HE 3-MS-1-079-1302-5 ISWiiCil CIAll YI S VfS YES YES FOR PIPE RUPTURE LOADS l l 1 1 I l ll CP4-MSSSMR-04l As-t-19C 1 3-MS-1-OF1-1303-2 tilV-2400lSAf f CUAND/ l' QUAlifi[D l' An-1-19E 2 HE 3-MS-1-OFF-1302-5 ISWiiCII Gl~ Alt YI S YES l VfS YES FOR PIPE RUPTURE LOADS i l 12 CP4-MSSSMR-01 AA-t-790 1 3-MS-I-076-1103-2 tilV-2399 SAf[ 1.liIltlO QUAltfl[D . I . As-1-19E 2 HE 3-MS-I-080-1302-5 SWlical CI Aft Yl $ YES VfS YES FOR FIPE RUPTURE LDADS ~ I l , 13 cpi-MSSSMR-01 AR-t-96A 1 2-MS-1-005-1303-2 llW-2409 SAff laiAliU/ QUALifffD . I N.C.A. HE 2-MS-t-166-1302-C SWITCil Gl'All Yi 5 VIS YiS YES FOR PIPE RUPTURE LOADS I ~ 1 2-MS-t-015-1303-2 lHV-2411 SAf[ CHAltD/l~ '~~ ~~~~~fS ~ I ~ l- QU5LiFl[D ~~ I Ill CP4-MSSSMR-09 A8-1-968 l N.C.A. ISE 2-MS-I-162-1302-C SWITCil cl Alti VIS Yt$ Y Yts l FOR PIPE RUPTURE LOADS l ...... l.....__l._ I . _ __ ___.l_ tilV-2810 SAf f CHAllD/l l I QUAttftfD _ I _ __ _ l IS CPS-M3SSMR-08 AS-1-96C I ,2-MS-t-Ol0-1103-2 1 I N.C.A. HE 2-MS-I-164-1302-C SWI TCil 01 Alt i Yi S l vi S Yi S l VfS f0R PIPE RUPTURE tGADS l 1 I T YM-2 tilv-2482lSAff GUAHD/l . QUALiftfD 1 16 ,CP4-MSSSMR-10 As-t-960 . 12-MS-I-OFO l 1 i N.C.A. IIE l2-MS-1-168-1302-G lSWIICII UI' Alt! Vf S vfS l YES YES l f0R PIPE RUPTURE 10 ADS I I i 1 _I i 1 I . {A) C. PROS - COMPLIMfNTARY PR088IM (0) ISS. - PR(Mit f M R[ VISION NUMillit BAS Palt G&ll PSPlHG ANAL.YSl$ $1AluS. QA DnOK itiV Col ullN, 2/20/84)

e - All: DNLY AS OfstCN ANALYSIS PlHIORMID - SultDlhc IlouSING ill! MOHf 4I HI SIftAINT / pullDING Of non-Si gillC PIPE CollIIHelAll0N I Cl AultOINGS I " H.RSI - Sf tSMIC L OAD fitOM 150118 58085 Of MOHI NI RISillAINI IS Cuvi tti p IN IIOMINI ill SillAllii CAICHIAlloNS SIlluCT - $[ISMIC LOAD IHIM Bolli Slui s of Molt Hf Si SS COVf8fil DY lill 10All IHANSMllifil 1011 SilluCIURE EVALUAllON L E)) N.C.A. - NOI COMPuitR ANARYZIO 3 lif - litCil INf RGY llHf J.$ I A YES - QUAltflED f0R SEISMIC 10 ADS

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l IT CO-1-042-013-Y35A 1-156 1' ME ll2-AI-t-043-152-3 tilV-248% YARD /: YES YES YES 00ueLING LOADS (3) l Es.a 182-00-1-042-152-5 tilV-28s85 tuna (1) (t) l leCA l - ' .. g COMPLEMENTARY PROSLEM; NAME A11RIDUTIED AS IN illE foll0 WING EXAMPLE: l . AT AleCat0A "S8-1-023-703-[1%" HAME I S " CAL-58-1-023-101" 2/20/84) . (A) C.7908 - PROBLEM REVISION 9euMBER ( AS Flit Call P APING ANALYSl$ $1 AluS, QA 800K HEV Coll 81tN. , i - BUILDillG HOUSING Tile ANCis0R / DultillNG of PSPE COgilHilAll0N l ID ISS. C I SLDCS W.ATI - WELDE0 ATTACHMENT STATUS r 8 - Aleciton SUPPORTING SIRUCitml STAIUS D j ,

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- QuALiflED f 0R SEISMIC LOA!)S- IN AS SulLI ANALYSl$ WELD ATTAC81 MENT IS QUAL fil[0 ASS YES l (1) SOTH $8DE OI Alecil0R - ilIERE ARE SE SSHlC RESTRAINIS IN illE NCA SIDE Of THE ANCIl0A , (3) esCA - NOT COMPUTER ANALYZED , - MODERATE ENERCY LINE 110N - LOADS 10 BE TRANSHITIEO 10 TUSt-Slit TOR ANCHOR Sure'ORIING SIRUClullE [VAlUA ME i .

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s creo 330 FOREChoul00 IIAROCOP'Y coco . , HSilAleEcVit.MASSO (ANCTA82 ) , , . , ' . , . TAOLE 1.2 PIPillo LINES ROUTED SETWEEN SEISHIC CATEGORY I AND MON-SERSHIC CAT [ GORY I nulLDINGS aascianeS/ GROUP OF RESTRAINTS SEPARATING PROBl. EMS CONTAINING ONLY NON-SEISHIC CAT I PIPING (NNS CL 5) . ORIS CHECK (MEil100 ) REV DATE - ' > SNEET 1 of I ..................................... 4....====..........========= .==========================================...===.............. ORIG.DESlCNl flNAL EVAL 3 AllCHoll/ GROUP PROS ISS. ENER CONNECTING 8tDG. 1 REMARKS PSE. OF RESillAINTS C. PROS LINE LINE VALVE W.Ali STRUClW.AIT SIRUC (A) (S) NUMBERS (C) (D) (E) l (0) (E)

333335333535 53355S5 33 3333 333 333338 53533E.33333E33 33333535m.33333333333333333333333 33333333333 333333 3333333333333m G... T SA-X-Ol9-700-E35R l-135A 2 IIE 10-SA-x-Ol9-152-5 N/A AuM/ l-135E 2 to-SA-x-Gl9-152-5 Tuna - IN WORK - ( PRIOR I TY 2 ) . . . T SA-N-Ola-136-E35A l-1358 I HE 6-SA-x-018-152-5 N/A ~1I6t/

3 l-135E 2 6-SA-x-018-l*22-5 lutin - IN WORK - (PRIORITY 2) I _._

. (A) C. PROS - COMPLEMENTARY PROSLEH; NAME ATIHihuTTED AS IN Ill[ T0t t oWING IMAMPL E: AT AllCHOR "Sil-1-023-703-E 35A" NAME IS " CAL-Sil-1-023-741" ' . l?i ISS. - PROSLEM REVISION leuMAER ( AS PER Call PIPING ANALYSIS SI AltlS. (IA 800k HEV C0luHil, 2 / 281/ 8 4 ) 1 C 1 SLDCS - SulLD110G HOUSING THE ANCHOR / ButtillNG OF PIPE CONilHuAlloN i 3 W.ATT - WELDED ATTACalHENT STATUS l , .E i SIRuc - ANC400R SUPPORilllG SIRUCluttE SIAiuS i YES - QUALIFIED FOR SEISMIC LOADS IIE - HIGil ENERGY LINE N/A - Bloi APPLICA8tE - LOADS'IO BE TRANSHIITED TO IuSI-SIIE TOR ANCalGR SUPPORill4G SipuCluHE EVAtuATION

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' DI r ], ~~ ~- _ __ m ~ l . / s . :: ' ,* r' V % l - (ANCIA!28) ecco 150 FORfCRouMO HARDCOPy coco

" ' ' ' " . . . , ~ 'DSNAM(cVIS.HASSO fCORY l HullDING , PIPING LINES RoullD WlIHIN A SEISHic CAf 3) COHPulill ANAlYlfD , 2 OR (SAFEIY C1OH Olll[R SIDE Of AltCliOR SilS. CAT I TABLE 2.1 ANCliORS/ CROUP Of RESIRAINIS SHON ONE SIDE Of AltCit0N ANfa NOHOCit APigee DAlf _ _ SilEET 1 Of 2 s lif V_ assaammaassmass====amanassamas _ _ (HfillOD_ __) ' ansamaammassasass=assusammasam Cal [CK 10 RIG.DESICHlflHAL EVAL.' OAl 3__ _ amamassaassassassaamasammamaass REMARKS I l W.AITBIRuC W.Afil3TRUC ecamcasssammassas======assamamasa t PROS I I CONNfCilNG BLDG. ====ussass====sammassammeass j (D) l ( l' ) l (D) ) lE) I l C. PROS ISS.lfNfR 1. I Nf saamassa== sass ==saassaansama I QUALiflED - 80Til SIDES ' I (C) AMCHOR/ CROUP ILINE NuMHIR i SEISHICALLY ANALYlED - ' Of RES1RAINTS (A) 14 8 ) { } ==maama===== amass =2sussassassas====as t ' 3-05-1-454-1588-2 ' YES .YfS YfS YES l P02. ' SAfG

1 / s as s= = = = = = = = = =12- 552 A f===========52u ' . HE - IN WOHK - (PRIORlRY 1) ~ 1- ~ 3s I ICS-1-454-0 1-N017 i 2-CS-2-089-250 lit-2 2-32u QUAL lTifD - Boiil sloes - - - SEISHICALLY ANALYZED ' I' TH-CS-2-AS-051-001 2-5?)# llE 3-CS-t-199-151R-2 YlS YfS YES YES SAIG QuAtiftfD - 80881 sloes $-t-199-101-STEX ~1-52V' 2 1 SFISHICALLY ANALYZED - 1-H068 i HE ~T C ELfCf 3-CC-2-952-152-3 Y[s YfS YtS YES i QUAllil[D - 00ln Slots 2-6ta ' T CC-2-952-701-E33A 1-Nl03 2 HE SEISHICAI.l.Y ANALY2fD ' - 4-CC-1-138-152-3 YES l Yl S VIS , Vf S Aux 'QUKElilin - 85 fit SIDES ~ l-6tf 1 . ~ ~ ~ SEISHICALLY ANALYZED T CC-t-138-707;A43A 1-H024 l ME i ~ " ' - ' V C M 138-152 3 Vf 5 l Yl s Yl S J YfS ~ - ~ Aux 'Gistiilin - 00141 SIDES - 2-dit . ~~~ ~~ ~~ Sf lSHlCALLY ANALYZf D ~~f dC-2-138-708-A63A 1-N024 1 HE ~ " ~ 1 3-CC-2-950-152-3 Yl S YfS I YES YfS (Cf QUAlIfffD - 80lH SIDES l l-622 2 ~~ '~~ ~ l SiaSHICAl.LY ANALYZED ~T' CC-2-950-100-f23A l-N105 1 HE I BR-X-Id3-1518-3 l Yi S VI S j YES I VIS Aux j 1-89 ~1 l atlAl.lfifD - 80518 SIDES ~~~ T TBX-163-700-A53A 1-N018 i HE l I SilSHICAlLY ANALYZED l j Aux ! j Yf S l YLS l1 3-nR-X-015-15tR-3 YfS l YlS i ollAl ifl[0 - BOTil SIDES 1 A l-90 ~~ 9' BR-x-075-)lf-A53 1-N017 1 j HE l i Si lSHICAL LY AN ALYZ[0 ! l YES Yl S YTS l Y[$ j i~~ l'4-BR-x-001-151R-3 Aux BR-x-001-100-A53 1-N0181 l HE } l- 1 ~~'~~ lfQuAtti1[D - 80!!I SIDES A l-91 1 1 l SCISHICALLY AllALY2fD ~ f l ~ SAfG l Yl'S l Yl S 10 l l I ~3-CS-t-202-1518-2 i YE S YI S l-92A ITI " ~ ~ ~ ~ ~ ~ ~ " ' (PRIOHliY 1) 1CS-1-202-023-542A!1-N068 1 i H[ t ~ "'~ IN WORK - ~~ Aux l - 11 3-nR-t-001-158R-3 l ~~2' l ~~~ lH W0llK - (PRIORl1Y 1)

1-94 T BR-t-001-010-S$3A l Hf I ~l 1 ~~ l ) l -- -. i - hTI E~illiY- l T 8- l$ ill- 3 l Aux OR-X-OOl-120-A53R l l Hi l _l l _. _ . l _ _. . _ _ I _. I - _ . . . . _ _ l-94 13 , OVERIAP l_l l _ __ _ _ l ___ l _ L_

v wwurMILL7LA55 00 MTUD~ goo O GeA9ETY CL 2 0R 3) COMPuifR ANALVAo E TiiU 3jp F ~ - - 7/ , ' ~ ON ONE SIDE Cf ANCitOH A%3 NOHOCRAPilio ON CTilfR SIDE Cf ANCalOR . .# N h{ g . . $ '

'0413 CHECM (HE T110D ) R[V DAff __ ggGessmagassamsmaammasasemassamamasassamamass=amsamassmassmemaamassamasasamamassassassasamaEEEEE53333333333333333SilEEE 2 Of 2 l PRPG 3333333333333333 ORIG. DESIGN TINAL [ VAL. 6 ANCaf0R/ CROUP C. PRO 8 ISS. [NEh CONNfCTING r 'P02. Of RESIRAINTS LINE iIN[ BIDC. W.AITlSIROC W.AIT STRUC .R[ HARMS ____ (A) (8) l. HUHilfR (C) (D) I ([] (D) ([) ". 393 3 3 3 3 3 3 3 3 3 3 3 3 3 5 5 3 3 33 3 3 3 3 5 35 3 a st S 3 S S 3 3 5 S a s sa a n s a z z s z a s s a a mas s a a E 3 33 3 55 s 3 3 4 3 3 3 3 3 3 33 3 3 3 3 a & a 3 14 SR-X-001-010-S$3A 1-94 2 4-DR-X-178-151R-3 AUX l 35 HE IN WORM - (PRIORITY 1) - T5- BR-t-013-014-S53A 1-94 2 3-8R-1-013-1518-3 AUX 1 HE IN WORK - (PRIORITY 1) - .. g - TK- CH-2-235-401-A43A 2-99A 3-Cll-2-235- 152-3 AUX . QuAtifl[O - 80TH SIDES ( l-Mlll 2 HE YES Y[$ Y[$ YES SEISHICALLY ANALYZED 9 o TT N-CS-2-AS-10-020-3 2-99A 2 2-Cll-2-214-152-3 AUX - HE . I IN WORM .*( PR IORI TY 1 ) - TI- Cll-2-23a-401-A33A 2-998 2 4-Cal-2-2 38- 152-3 AUX

QUALifl[O - BOTN SIDES 1-M101 1 ME YES YES YIS YES SEISHICALLY ANALYZED * ' ~ll- CH-2-269-401-A437 ~2-998- 2 3-Cll-2-269-152-3 AUX QUAL.lll[O - 80!!! SIDES 1-Nil 0 1 NE YES Y[$ YES YES $[ISHICALLY ANALY2ED , 20 OVERLAP l-165A 2 2-DO-t-009-152-3 ~ ~ ( SHALL 80RE l-641 H[ IN WORK - (PRIORITY 1) - 21 Ov[RLAP l-1658 2 2-D0-1-00a-152-3

---

- ~ ~ ~ ~ --- SMALL 80RE l-642A ME . , IN WORK - (PRIORITY 1) - H- CC-X-913-100-E23A 2-181 2 3-CC-2-953-152-3 fLECI ~~~~~ QUAT t riTin - 80tu SIDr$ ~ ~ ~ l-M104 1 HE VfS vt S Yfs YtS S[ISHICAl_LY ANALYZED

- & - - - - - $ $ (A) C. PROS - COMPLEMENTARY PRODt.[H; NAME AIIRIBUITfD AS IN Ill[ f at t uulHG [xAHPt [ t b b AT ANCilOR "Sil-1-023-703-[35A" NAME IS " CAL-Sil-l*023-70)" i Bi ISS. - PRODLEH Revision NUMDIR i C I 8tDCS - Bull DING 1900 SING illE ANCil0R . D i W.ATT = W[tDED ATTACalHINI STATUS E l SIRuc - ANCal0R SUPP0HflNG SIRuCTURT SIAluS i YES - QUALifl[D f0R SEISHIC 10 Alls

NO - NOT QUAllfi[D TOR SCISHIC 10 ADS (1) IN AS 8UILI ANALYSIS WEID AITACllHfHT IS QUAllfl[D ASSilHING Illi SflSHIC 80 ADS (QUAL IN 80fil SIDES'Or ANCaloR - DOill $100 Of ANCil0R ,j NCA NOT COMPUTER ANALYZ[D - i HE H00ERATE [NIRGY LlHE - " N/A NOI APPLICAntf - -

- LOADS TO DE TRANSHIIIED To luSI-SII[ FOR Alittl0R SUPPolillNG SiltuCilliff [VAlllAll0N

I es e NOHOCRArit' (IX. 1-N0171 -lNNill All Y ANAL YZill llSlHG launOGHAril Hf lHOD. t Alf tt - . i ANALYZED USING NOHOCRAril Hf ill0D. I Alf R ANALYZED DY CPSI S USING C0HPuf fil Hell 100 . , . e e g. ]

__ _ _ - - _ . --- _ _ - - _ - _ _ _ _ _ - - _ _ - _ . . . . . . ' liplNG ~ .e. PIPING LlHIS HOUf f 0 WilillN A SEISHic CATIColtY 1(NHS CL 5) PIPING . I C TABLE 2.2 I J B. ANCHORS / GROUP Or RESTRAINIS IN SftS. CA ' SHEEs : Or 4 l DAIE scass===a _ (Heist 00 _ ) s======>6===================ss====a R[v ,. CalECM = = = = = = = = = = =S I CM ' IINAl. EVALI ORIO_ _

====aass===========ss=====

(ORIG.DE ' ' ! REMARMS BLDG.I W.AIT STRtid W.AIT SIRUC saass==ss==============l============l l . T__ ass ==es====I, C004NICilHG VALVE j (D) / (E) j (D) J (E) J <

s=ssa=============s======s===

PROS ISS. [NER I IHf I (C) / / ANCHOR / GROUP C. PRO 8 LINE NUNil[RS WORx - (PR10Rl1Y 2) > i ! l

s==s===========as======================

Of RESTRAINIS (A) XSf-020 ' AUX f Vf S ' YtS - IN i (B)i P02 j i 4-ST-X-016-151R-3 ' (I) (1) - ouAttrito - a0rit Slots j ====sa===============If HE ' 4-SF-x-Oll-151R-5 Vis- VrS- Yts SEISHBCALLY ANALYZE 0 n========018e-700- A55A' l-88C I ' a xSr-235 Aux YTS lbfSr-x- CAL-ST l v57~x~~ 20-iSiR-3 QUAlif l[D - 80111 SliiT3~~~' 0 T5 sf-x-022-703-A55%l-sa0 T-HI- 8 -St -x-022- 1518-5 SEISHICALLY ANALYZED 1-N040 XSt-23d Aux ~il S YES YES YES 4 ~ ' ~il IF-x-021-70 s;A$$'A l-Saf- T HE 'Ii~Sr-x-019-151R-3 (PRIORlly 2) 4-ST-X-021-852R-5 Yi S YtS IN WORM - i N-040 xst-020iAux - (I) (I) 5-151R-3 '~ ir-- - iiO TAiriTo - a0ill SintS li Si x-0: ' ~I-- Hi- (3) 4-SI-x-Ill-151R-5 ISI-022 Sarc Yr5 Yt S vrS SEISHICAlLY ANALYZrn $f-x-013-703-A55% T air- (1) (1) (2) (2) 'If ' cal.-Sr QUAlifilD - 00iT 5ThiT - 3r-1-005-151R-2 ii V 4-St-x-036-151R-5 ISr-028 cunt Yr5 YtS YFS 'YTS SEISHICALLY ANALY2ED 1-a8W o TE IT;x-036-02 Fsi $A CAL-SF 0 i i ' toilATTTifo - aY 00uRiTilG loAnt 4-Sr-i-005-158R-2 1- Tij ETT-50i:751RiliTI l-a8x T HI- (3)f 4-SF-1-bo4-151H-5 ! W. All CAL CS REEVALUAlf D ISr-Oll Colli Yl S Yl S YrH- a l I-M122 T sr-1-Oi4-151R-2 (1) (1) ~~IlUATI'T}{D - 80111 SIDES (3l . ~ 1-SaY ~T-~ Mf- ~~ C 4 -SF -1-013- 151R-5 ISf-fil 3 COHf Yf s YES YES SESSHlCALLY ANALY2tG ~15 sf-l-Ol3-025-s55A 4-SF-t-014-151R-2 l (1) (1) (2) (2) ~ ~ ~ ~ ~ ~ ~ ~ NCA l '~ ~ sa-S F- t -016-15 tR-5 ~~~ ~ ' h ~ ~ ~ ~ ~- IN 1-sal T HC '~~~ WOltM - (PR10Rl1Y () T 5T;1-Ol6-016-C3'dA CAL-Sr 0 ~ AUX l ' "~ ' ) 1 4-BR-x-058-1588-3 I 8 ~ 1-938T Y j 4-S8-2-318-15114-5 I l (PRIOttlTY 1) ! - IN W0llM - _l OVfRIAP ) Atix t ~EE SI-2-318-002-A55R~I-938 T ~~HT l ' ~ii jul-x-058 -1518- 3 i L .. . . L .. l -. 1 6 4-SI-x-106-151R-5 i L . _ .. ) .. I_ OVfRLAP ~23 i jSt-X-040-00a-A55R l _ L_ L. _l y,_,, L O (p* s'f - .e g .. . u k ,'m - ' J{ f. g

. 'ci Aw a , e . 9 I

__ -- - - -_- IECOMY l CullulN3 CAT f(NNS CL 5) PIPING . ' PlPING LINES ROUTED WITHIN A SEISHIC CAI (SAFETY - - TASLE 2.2 . CAT

S. ANCHORS /GRour of RESTRAINTS IN 5fl5. _ assammassamassasssasl SilEET 4 CF 4 , DAIE_ REV ( ME l l100_.____ ) ssamamassamasamassamammassamm

CHECW sasassssssssssssssssammasasl oft lC.DE SIGH f flNAL EVAtl REMARES I OR 83_ _ smasamsassmasamasaammaassamas W.All TSI UC f 8tDG. W.All!STROC (D) l ( t. )

.. == SSCSSOmmesmassoassesmas I I

s==============a====

.ss CONNfCIING VALVE PROS ISS. ENER I. l Nf J(C) i(D) j (E) l QuAttflED (3) l ===========IYES I aY 0006LlNO LOADS LINE AllCHolt/ GROUP C. PROS a ' HuHilERS =========as=======================s====SAfci YES l YES Of RESTRAINIS (A) j (8)l l nss = = = = == = =6- 131 -Y45 A f= = = = = = = = = = = =I - 95 f= a = = = = = = = = = = =E I 4-00-1-005-151-3 ~ QUAliffE0 - 80fH ST5ti -- ! 100-007 ' ~ P0Z I xSt-026 Aux YES YES YES YES SElHICALLY ANALYZED i f H 4-00-t-006-152-5 a 24)00-1-00 NCA 4-SF-x-023-151R-3 00ALiffE0 - BOTH SIDES 1-1510 T j~iiC 4-SF-x-021-151R-5 ~ SAIG "Vf5' YES YES Yt1' SEISHICALLY ANALYZED ~ 3 ff ifD21-105-A'554 1-N040 ~ N/A lo-CT-1-12a-151R-2 - (g- BY DouLING LOADS ~ QUXLiflED (3) ' CPI-CTATRW-ol~ 1-161 IT -WI 10-CI-1-Ol7-151R-5 a IHV-5157 SAFC YES YES 1315-R2 H (1) (1) TANK PENET.ANCil0R f ~ 4-VD-I-060-161R-2 FlT T Hf -~~-- - WORM - (PRIORITY I) ~ 4-VD-t-0t9-151R-5 4 'J7 90-1-049-oia;S454 llCA liiv-sl6a 54/5 - IN 4-va-t-060-151R-2 - ~ ~ ~ ~ WollM - (PRIORITY 1) ~ T TT5- T Y 4-VD-I-053-151R-5 ~~~~~~ - ~5Kf5 - IN H V0-1-053-013-C46ACAL- Iliv-stSa DVERLAP 4-vo-I-060-IslR-2 --- - WORK - (PRIORITY ll f ~ l-175 T WF 3-VD-I-141-151R-5 SArGW . -- - - IN lHv-60ai 'JD ~ CAL- . 4-Cis-i-002-lh2-2 WORK - (PRIORITY I) DVERLAP 1 l-isa T HF j 6-018-1-001-152-5 T6 cu-t-001-Oll-sT5M CAL-CH IN ,, Xfc - S - , IHv-60a2 OVERLAP d-CH-t-031-152-2 1 l __ E l R l-139 i HE j 6-Cll-1-032-152-5 i _.__._ . L____ l 'Ti CH-1-032-00l-ss5 CAL-CH o , ovE RI.AP l_ J_L - IIRIGuiTED AS IN Ilir failuulHil (MAHPilt TV C0luMN, 2/20/sh) _i

E IS " CAL-SI-l-03(.-Oun" ,u - COMPLEMENTAflY PROBLEH; NAME AAT ANCll0R "SI-t-036-008-S35A" NAMPIR C&ll PIPIN (A) C. PROS - PROBLEH REVISION NUHBER (AS- sulLDING HOUSING Tile ANCliuR~

fSh ISS. f ANCHOR - WELDED ATTACllMENT STAluS filf S[ISHIC 10 ADS fQUAI. IN B0111 SIDE ' I SIAlus , CL BLOG - ANC110R SUPPORTING SiltuCruR W.ATT - QUALiflED TOR SERSHIC IDADS . D ) CllHENT is QUALif tf D ASSulfillGIN SCOPE 10 IVAluAlf SIAllC Alln plNAHI lE) SIRuC S - NOT QUAliflED TOR $[ISHic 10AD- IN AS Bulli ANALYSIS WflD ATT l YES NO - COMPuf fR ANALYSIS IS Pfitf oltHTilERE AftE SEISMIC RESIRAINIS iIL l 2' l NOT COMPuffR ANALYZED 13) t ON H00fRATE INTRCY LINE I f 0R ANCil0ft SUPPolifillG SIRtiCluftE EVAL.uAll NCA litCH ENERGY LINE - HE - HOT APPLICAllt CLOADS TO DE TRANSHliffD 10 luSI-SII HE - N/A -

-

, . u. . . m u % _u .. . o j .

. . - . t I . ' ,, some ISO FORECROU80 HARDCOPY esse 8 e , , . {ANCO$3 ) $ DSNAME=VI8.HASSO I . h' { ' * g - Ni.9 4 1

.. TABLE 2.3 PIPING LINES ROUI[D WilillN A $[ISHIC CAi[ GORY I OUllolNG ANCl! ORS $[PARAllNG ONLY NON-S[ISHIC CAIEGORY l PIPING (NNS CLASS 5)

([XCLUDING ANCil0RS I IST[0 IN TABLE 1.2) , ORIO CH[CM (H[il100 ) REV DAlf Sil[[I I Of I

s==========================================

ass==============================================================================10RIC. DESIGN' flNAL. [ VAL C. PitGB ISS. [NIR CONNIC11NG VALVE 11100, 1 IINE lH.ATT STROC W.AII Sliiiid REMARKS ~ 702. ANCHOR C. PROS LINE . NuHil[RS (C) I (D) ([) (D) ([) (A) (8) i

==

==============================E=================================

l-63A 2 H lo-CC-x-olo-152-5 I TV-8:630 Aux YES YES YES QUALifl[D - 8OTII as== SEISHICALLY ANALY2ED CC-X-070-700-A75A , 1 f ' 2-638 10-CC-X-066-152-5 T CC-X-078-016-A15A l-63A 2 H[ 10-CC-x-nI8-152-5 ~ IIV-1630 Aux Y[$ YES Y[$ Y[$ QdAllfl[0 - BOTH SIDET 4 $[ISHICALLY ANALY2ED I-640 1 to-CC-X-066-152-5 6 3 CC-X-078-007-A65A l-63A T ~HF 10-CC-X-018-152-5 ITV-4630 AUX i YES YES YES YES QUAlt fl[D - 80Til"5'IbTF S[ISHlCALLY ANALY2[D l-64B l 10-CC-X-066-152-5 ' 4 CC-X-109-029-A65A l-6f 8 i HE 4-CC-X-109-152-5 Ifv-4630 Aux YES TS~ YES

QUALifl[0 NCA 4-CC-X-078-152-5 (1) (1) SY DOUBLING LOADS (3) t

~00Alifl[D - 80Til SIDES % 5 $8-1-060-033-155A -~ l-19[ ~~F~ ' ll[ 3-Sn-1-009-1302-5 150-106 SAIG YES MS~ YES ~ [$ Y $[ISHICALLY ANALY2[D l-79F l 8-S11-1-060-1302-5 '* '- 6 $8-1-060-057-135A ~ 1-19F ~~I' 1t[ l 8-$0-1-060-1302-5 I Sil-60 fl[Cl YES TF ~'YT Y[S QUAL.lfff0 - BOTH SIDff $[ISHICALLY ANAL YZED I-79f ~ ~~ ~ ,O ~T $8-t-023-733-[35A l-79F i 1t[ 8-Sh-i-023-302-5 ISR-60 l fildt IN WORM - (Pitt0RITY 2) - CAL-SO- 0 A - Sil- 1 -02 3 - 3 02-5 l ~ l l - 8 SA-X-Ol9-701-[35A l-135A T Tif 10-SA-x-ol9-152-5 N/A Alix YES"l YlS YIS YT ~QUlt if lfD - 80ill SIDES l $[lSHlCALLY A.NALY2fD " I-835C 1 lo-SA-x-Ol9-152-5 > g f [ .' ~f~ 5A-X-Ol8-735-[35A 1-135D l i ~ii[- l TS A-X-018- 152-5 N7A AHX YES l YlS YES YlS QUlt ifl[0 - 85Til'StiiT y 1-1350 l l l 6-SA-x-018-152-5 l l l $[ISH1CALLY ANAll2[D I I _ i ..__ .. _ l 1 1 - COMPLEMENJARY PRODi[H; HAHf Afiftlhuf f(D AS IN til[ f ol l owl HG I x^HPi l AT ANCilolt "Sil-1-023-701-[35 A" HAME I S " CAL-Sil- 1-02 3- Tul" (A) C. PflCD QA BOOK ft[V COLHHN. 2/20/84) - PRolll[H R[ VISION NHH0fR ( AS Pf ft Chil PIPING ANALYSIS SI AlHS, I 8l ISS. I C i 8LDG - BulLDING llouSlHG lil[ ANCil0R WELDED ATTACllHfNT STATUS I D i W.ATT - ANCilGR SUPPollilNG Siltuciuli[ STAluS L[} S11tHC - , QllAllfl[D f0R SEISHIC [0A05 7 VfS -

181C14 (NERCY LINI 1t[ - E( HE - HOD [HAl[ [HIRGY Lifti NOT APPL.lCAlll[ 8 N/A - NOI COMPull14 ANAlYZID IHf SilSHIC BOAhS f4HAL IN B0lli SIDES Of ANCaloit j NCA IN AS Bulli ANARYSIS WILD AllACllHIHf IS QUAlifffD ASSHfilllG - I N SC ul'[ In IVAluAll SIAllC ANil DINAtllC LOADS lit 0H NCA SIDF II) f* 2) - - COMPUIER ANALYSIS IS Piltf ullHf D UN llCA SIDI )* L31 lill'R[ Alt [ S[ISHIC RESIRAINIS IH lill: NCA Sluf of Ill[ ANClioll - l - LOADS TO DE IRAllSHllT(D 10 TuSI-Sil[ IOR AHCHOR SUPP0HIING SiltuCIUlti [VAlHAil0N e y . _ ,

a Y ' . t t ' . N - y , . i 8000 TSO f0RECR00ND HA"DCOPY osso .' ' ' j DSNAME=VIS.HASSO {ANCOI185) , iI I p 8 D

h

' . u , . 4 $ TA8tE 2.at PIPING LINES ROUIED WlilllN A SEISHIC cal [CORY 1 DullD1HG 'y Hiller TYPES of SEPARATIONS HEIWEf N SEISHIC CAIECONY l AND NON-SE lSHIC CAIECORY I LINES , (EMDEDHENTS, WAIER HOSE CONNECTIONS, EIC) , . . f ORIG CHECK (HE tllOD ) REV DATE se.........

=== ...... ===========================================

.ama. .... =....=.......========. SHEET I 0F 2

f ................. ORIG. DESIGN FINAL [ VAL > P0Z. DESCRIPil0N Of PROB BSS. ENER CONNECTING VALVE DlDG. _ REHARKS .i SEPARA110N C. PROS LlHE LINE ATT lSiniid AIT lSIRUC '8 (A) (B) NUMDERS (C) (D) I (E) (D) l(E) $s $335 3355 55333553355333553&S3333333ESEMESSE=RE=EREEEEE=35EEES35EEEBRE33333333333333333333E253333335355333E355333333335533385333 % EMBEDED PIPE l-286 i HE 28a-St-i-D29-151R-2 ISI-Ola7 l YARD YES YES YES YES QUAllflED

l-186 I h 2 DRAIN 1 - 38s A 1 ~Nf ~2-CT-1-133-158-3 ICI-13ss SAIG. YES YES YES YT QUALiflED ' ' N/A 2-151R-5 . I 3 DENINERAll2ED HAME l-35F I " M E~ 1-CT-I-079-30lR-2 ICT-179 CONI YES Yl 5' "yiS~ "Trf 5~ QUAllFIED l lj UP WATER 110SE CON. N/A I-CI-t-030-30lR-5 l l , h il QUICK DISCONNECT l-165E 1 HC TD0- 1 -026- 152-3 100-028 YARD YES YES YE$' ~ f5~ QUALiflED ~7 8 flillNG N/A 3-D0-1-092-152-G

5 QUICK DISCONNECT l-1650 i HE 3-00-1-013-152-3 100-027 YAHD I S YI S l if5' ~YT QUALIFIED ~ Q FITilNO N/A 3-DO-l-091-152-G 6 SLEEVE IN ROOF 1-167C 2 HE Ii2 DO-l-038- 153-3 N/A' ~ SXife! YES l YES i Y T l YES QUAL.lflED - ALL PIPIN6- T Y N/A 8:2-D0-1-089-153-5 l lNCLUDED IN ANALYSIS p / 7 'SLl' EVE IN ROOF I-167f 2 HE la 2- 00- 1 -0 F l- 15 3 - 3 N/A SAfG. YES Yl S Yl S YT QUAllflED - Ali. FfPTiiN- - - ' N/A ta2-00-1-090-153-5 INCLUDED IN ANALYSIS , g{ l . _ _ . - - _..

'

,[ h $,.. . .s . . c,j

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- l 2 ' . s , . PlPING LINES ROUTED WlilllM A SEISMIC CATECORY l SUILDING , ' IABLE 2.4 OTHER TYPES Of SEPARATIONS BETWEEN SEISHIC CATECORY I AND MON-SEISMIC CATEGOR (fM8EDHf MTS, WAIER 190SE CONNEC110NS, EIC) 'l CHECK lHETH00 ) REV DATE .* SilEET 4J0F 2 ORIO sssssssssssssssssssssssammasassammesssas gsssssssses teesssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssss ' l ORIC. DESIGN FINAL EVAL REMARKS 8 702. DESCRIPfl0N of PROS I SS. ' ENER CONNECTING VALVE IBLOG. SEPARAll0N C. PROS LINE IINE l All STRUC AIT SIRUC .g 10) (E) 10) ,(El , -(Al- (8) I .NIHutR$ 1 (C) ssssssssssssssssssssssssammasassssssssssssssssssssa , samassasssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssss 8 AESlN FILL I-150f 1 ME l 3-CS-I-298-30lR-3 1-1011[ aux.l YES YES YES YES QUALiflED gass 3-CS-I-569-301-5 N/A T ~ RESIN FILL ~2-150f T T 3-CS-2-298-30lR-3 2-70llE AUX. Yl3 YES YES YES QUALiflED 3-CS-2-569-301-5 I N/A I 'T6- AESIN fill t-150c l He 3-CS-1-299-301A-3 ~l-7011D AUX. YES YES YES YES QUALiflEO 3-CS-t-570-301-5 N/A ) T ~ RESIN FILL 2-1500 1 NF 3-CS-2-299-30lR-3 2-10110 AllX . ires ' VT 'YT ' YE S' ' QUALifl[O g 3-CS-2-570-301-5 N/A p ~ 1-70 llc AUX. YES YES 'YI~ YES QUALiflED

~ ~f T CS-1-300-30lR-3 H , T ~ AESIN FILL 1-15018 I 3-CS-t-571-301-5 N/A f T ^ RESIN FILL 2-150N 7 "5f 3-CS-2-300-30lR-3 2-70 llc ~ ~ ale YES 'YTS -YtS YES QUALiflED l

- 3-C5-2-571-301-5 N/A . ~~ -CS-l-301-3181R-3 1-701111 AUX. YES 'VII ]f YFS QUALifl[D ) I 3 I T RESIN FILL 1-1508 i HE 3-CS-I-572-301-5 l N/A T RESIN FILL ~2-1500 i HE 3-CS-2-3Ol-30lR-3 2-70811l AllX. YES YES YfS YES QUALiflED l , t 3-CS-2-572-301-5 f 6 N/A ~If AESIN YlLL l-150J -T- HE- 3-CS-t-302-30lR-3 1-70llA ~5tlE! YES YIS Yfs YT QUAllflED ' 3-CS-I-573-301-5 N/A ~ ES 'YES QUAliflED ( Y T RESIN FILL ~2-150J .I HF '3-CS-2-30?-30lR-3 2-10llA aux. YES Y[S 3-CS-2-573-301-5 l - l N/A _._.___ QA BOOK MEV Col.UMN, 2/20/8a ) s - COMPLEMENIARY PR001IN - PROBLEH HEVISION HuMuf R ( AS PER O&ll PIPING ANALYSIS SI AlllS,

iAL C. PROS I 8 1 ISS. - BullDlNG llouSBNG THE ANCHOR r C SLDG - WELDED AITACHHfMI STATUS l o , W.ATT - ANCal0R SUProllTING SinuciuR[ STATUS D i l - ' gEj SIRuC QUAllflED FOR SElSHIC LOADS

YES - H00ERAIE ENERGY LlHE - HE -

NOT APPLICA0LE ALL CLASS 5 PIPING IS INCLUDED IN SElSHic ANALYSIS of Cl ASS 3 Call l'RolllEM k. h[ '(f.N ~Y N/A - NOTE: /

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i - . M p _ Eases /.._._ .._ _Ncki . . . . . . . . . . . Gibbs & Hill, Inc. Specification 2323-ES-100 Revision 2 - October 15, 1980 Page 2-4 2.5.3 . In the event the contractor uncovers any unmarked or unknown plant facility during excavation, he shall immediately report his and shall not proceed further until findings to the owner, receiving instructions from the Owner. 2.5.4 The Contractor shall not use the permanent plant equipment, without first securing permission in writing from the Owner. Such permission will normally be granted for the use of the plant but may not extend to the use of pumps, compressors or cranes, When use is made of the plant cranes or other similar equipment. the Contractor shall take all precautions to avoid equipment, and shall be overload or damage to such plant equipment, responsible for the satisfactory repair or replacement of any parts suffering damage due to the use of the equipment or , ' improper equipment maintenance by the Contractor.

2.6 EXECUTING THE WORK 2.6.1 The Contractor shall submit procedures to make sure that Class 1E and assg axed __c_i1_cuit_s., and category l equipm_ent is installed in_ conformance with the electrical drawings.and this specificatice.. d .7 DEFECTS AND REPAIR OF MATERIAL 2.7.1 Defective material shall not be used or repaired for use without Defective material prior approval in writing from the Owner. shall be reported by the contractor to the owner who will The Owner determine the suitability of the material for use. will then either require the Contractor to submit a repair procedure or otherwise determine the disposition of the defective Such action may require vendor concurrence before any material. work is done on vendor supplied equipment. . A/6

, f - . . , . . . g , . ., TEXAS UTILITIES SERVICES INC. $g d AGENT FOR , t

TEXAS UTILITIES CENERATING CCMPANY p* ACTING FOR V DALLAS POWER & LIGHT COMPANY TEXAS ELECTRIC SERVICE COMPANY P TEXAS POWER & LIGHT' COMPANY OO A TI-lb S m..~:M u i u.-,! LOh...RS Og.O . . - . - . . - d - s NUCLEAR SARiTY RELA?ED EQU d $ COMANCHE PEAR STEAM ELECTRIC STATION h Ut!IT NCS. .&2 \\ rp . HEATED RESISTANCE TEMPERA URE DETECTCR (Rfy".g. , ~-@

0" ARRAY ASSEMBLY LEVEL &-"L-rqs ~ '% . ' SPEC : FICAT * O:' '!O . _ 30*J N U C f i.t.', e. .:. r r . * O. . r .:. . rD c . . .. . . .-N

• • • T r"I'7.-1931

' S<Ab e5@;IDN' Ti' - AF RI L' ;7,1981 j'c . U 77b ' $ m gRoz c:r o .r$ho o 0 ' n n 29, , c os , ' % ,,. s' y 4' 8 r (h 5 Ogg (TUSI REFERE::CE C7511)

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