ML20199D907
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| 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 | |
| ML20199D912 | List:
|
| References | |
| FOIA-86-36 NUDOCS 8606230132 | |
| Download: ML20199D907 (29) | |
See also: IR 05000445/1985013
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UNITED STATES
[p nrog}o NUCLEAR REGULATORY COMMISSION .
f g W ASHINGTON. D. C. 20555
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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,
! , D
fnie H. Grimsley, Director
l Division of Rules and Records
Office of Administration
Enclosure (s): As stated
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8606230132 860609
PDR FOIA
GARDE 86-36 PDR
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FOIA 86-36
APPENDIX B
1. Undated CPSES Field Requisition No. 35393, Justification Requirements
For Requisitions (1pg)
7.k1/31/77
2 Texas UtilitiesFlow Elements Spec No. 2323-MS-624 (1pg)(cover sheet)
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 '
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i *9. 9/2/81 Letter, AMP Special Industries. Eister to Ross (1pg)
" " "
- Letter, .
Renshaw to Emanual (1pg) w/att,
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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
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- 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)
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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)
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, * Undergoing further staff review; will be addressed in next response letter.
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. 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
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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)
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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)
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' 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) - t 33. /
I'30/85 office Memorandum, Senior Review; Team to Review Team Leaders
i : Subject: Developing Sampling Plans and Randon Samples for
TRT Issues (15pgs).
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l l CUnd2rgoing further statt review; will be addressed in next response letter. N t
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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)
" " " " " "
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Item No. V.c (12pgs) 6/26/85
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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)
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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)
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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) ,
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' FRC Tnstruction. No. OI-013. Rev 4. 9/25/85 ( 5pgs)-
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FOIA 86-36 l
APPENDIX B CONT'D
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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
Comanche Peak Response Team Checklist - TRT Issues-Pipe I 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-
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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)
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' 8/26/85 ERC Memo, Schauf to Patterson, QA/QC-RT-343 (5pss)
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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)
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, 9/13/85 ERC. Memo, Brown to Patterson, QA/QC-RT-522 (3pgs) , ;
'9/17/85 ERC Memo. QA/QC Review Team to Hale, QA/QC-RT-535 (15pss)
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9/17/85 ERC Memo. QA/QC Review Team to Hale. QA/QC-RT-537, (10pss) -
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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)
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FOIA8'6-36
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)
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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)
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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,
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System: Chilled Water , (4pgs)
9/24/85 CPRT ERC Deviation Report No. I-S-CONC-S2-DR1,
ConcretePlacement (4pgs)
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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,
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. Containment Liner (Shell) (6pgs)
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9/6/85 Population' Description.LgBorbPipeSupports-Rigid,
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No. I-S-LBSR (2pgs)
, ~ 9/25/85 Population Description, Pipe Supports-Rigid,
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No. not legible Pkg No. I-S-LBSR-053 (2pgs)
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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)
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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)
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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)
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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)
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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)
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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,~\
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Director ACT REQUEST
Office of Administration
Nuclear Regulatory Commission hM g b
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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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
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CPSESFIELDREQUISITIONNO.
JUSTIFICATION REQUIREMENTS FOR REQUISITIONS
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I. What organiza n is requesting this material? s
TUSI B&R TUGC0 G&H
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II. Was diis materT&T1n the original scope? *YES *NO
*If YES, why is it being requisitioned now? Explain. -
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*If .N_0, why is this material being added? Explain.
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NOTE:
(A OCA is not in itself considered proper justification.)
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III.
If the term "No Substitute" is used on the requisition, state why the
particular item specified cannot be substituted.
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IV.
If requisitioner specifies a supplement to an existing order, state why
the purchase is not permitted from a different sucplier.
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, /%M-24-34
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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 FNOM CL 3)(SAFETY
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* PIPING LINES AOUIED BETWEEN SEISMIC CATECORY I AND N0ll-SEISMIC CATEGORY I SUILDINGS
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.. TAaLE 2.1 FIPING LINES AOUIED WeilllN A SEISMIC CATECORY I RullDING
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PirilIG LINES ROUTED WITIllN A SERSHIC CAlfCORY I DullDING
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S. AleCalOAS/CAOUP OF RESIRAINTS IN SEls. CAT I (SAfEIY CL 2 OR 3) CilANCING 10 NON-SEIS. CAT l{NNS CL $) PIPING \
TASLE 2.3 PSPING LINES ROUTED WITIllN A SEISMIC CATECORY I 8tilLDING
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TABLE 2.4 PIPING LINES ROUTED WlilllN A SEISMIC CATECOMY I SUILDING .
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OTHER TYPES OF SEPARATIONS DEIWEEN SEISMIC CATECORY l AND NON-SLISMic CATECORY l LINES .
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I AND MON-SElSHIC CA1ECORY l BullDINGS
PSPING L(lets ROUTED BETWEEN SEISHIC CATECORY
.
TABLE 1.1
l i
S. AIICHORS SEPARAill10 SEls. CAT I (SAffiY CL 3) TROM NON-SEIS. CAT I PIPING (NMS CL
) REV DAIE SHEET 3 Of 3
CHECN_
( ME lit 00
ORlG =============..======== .................
........................===.... ====================..=====================s=============
l l0 RIG. DESIGN IINAL EVAL' REMARMS
I 810G.
.
CONNICIIIGG
_
PROS ISS. ENER
VALVE W.Ali STRUC W.ATI STRL"C
LINE LINE (El (D) i(El
Pel. AleCHOR C. PROS (C) ,
(0)
(Al ,(3) mum 6ERS sazassassamassassassssasssasasassamassassmassmasassmas
* QUAliflED - SY
YES
l Es.a massas.as asassassassoassassazassssamazassassamassass
1-156 1' ME ll2-AI-t-043-152-3
tilV-248% YARD /: YESassasammass
tuna (1)
YES
(t)
00ueLING LOADS (3)
IT CO-1-042-013-Y35A 182-00-1-042-152-5 tilV-28s85 l
'
l leCA -
.. l
l .
(A) C.7908 g COMPLEMENTARY PROSLEM; NAME A11RIDUTIED AS IN illE foll0 WING2/20/84) EXAMPLE:
.
,
i
AT AleCat0A "S8-1-023-703-[1%" HAME I S " CAL-58-1-023-101"
- PROBLEM REVISION 9euMBER ( AS Flit Call P APING ANALYSl$ $1 AluS, QA 800K HEV Coll 81tN.
l ID ISS. - BUILDillG HOUSING Tile ANCis0R / DultillNG of PSPE COgilHilAll0N
r C I SLDCS 8
:
D j W.ATI - WELDE0 ATTACHMENT STATUS
- Aleciton SUPPORTING SIRUCitml STAIUS
,
i ;E ; $1Ruc s EQteAL IN 00111 SIDES of ANCl10ft
YES
(1) - QuALiflED f 0R SEISMIC LOA!)S- IN AS SulLI ANALYSl$ WELD ATTAC81 MENT IS QUAL fil[0 AS
l SOTH $8DE OI Alecil0R
,
, (3) - ilIERE ARE SE SSHlC RESTRAINIS IN illE NCA SIDE Of THE ANCIl0A
esCA - NOT COMPUTER ANALYZED 110N
ME - MODERATE ENERCY LINE
i
* - LOADS 10 BE TRANSHITIEO 10 TUSt-Slit TOR ANCHOR Sure'ORIING SIRUClullE [VAlUA .
.
> .
; .
1
-
.
! ?, isis "il ?
'
.dn ,) Sw Ed 1: . .1 3Ti'1'e
pj s f
:-
+
: .. ,6p9 :l o i; :
x u.. . .: .. . . . i:(.f.:4.tc,t
w. u,
.
.
8
9
- . _ _ _ _ _ _ _ _ _ _ _ _ __ _ __ _
,
__
,
.
. .,
.
._
* *
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 8tDG. REMARKS
AllCHoll/ GROUP PROS ISS. ENER CONNECTING 1
PSE. OF RESillAINTS C. PROS LINE LINE VALVE W.Ali STRUClW.AIT SIRUC
*
(A) (S) NUMBERS (C) (D) (E) l (0) (E)
G... 333335333535 53355S5 33 3333 333 333338 53533E.33333E33 33333535m.33333333333333333333333 33333333333 333333 3333333333333m
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 l W.ATT - WELDED ATTACalHENT STATUS
i
.E i SIRuc - ANC400R SUPPORilllG SIRUCluttE SIAiuS
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
i
.
4 '
. .
j . .
D O k " R N m a n a a an
11
,
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.
. .
'
l .
ai :I .)
.
~~ ~- _ __
m ~
'
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.
],
/ s l
-
** . :: ' ,* r' V % l
(ANCIA!28) . . , ~ " ' ' ' " .
ecco 150 FORfCRouMO HARDCOPy coco
'DSNAM(cVIS.HASSO ,
fCORY l HullDING ,
PIPING LINES RoullD WlIHIN A 2SEISHic OR 3) COHPulill CAfANAlYlfD
TABLE 2.1 SilS. CAT I (SAFEIY C1OH Olll[R SIDE Of AltCliOR
ANCliORS/ CROUP Of RESIRAINIS SHON ONE SIDE Of AltCit0N ANfa NOHOCit APigee
SilEET 1 Of 2 s
DAlf _
_
_ _ (HfillOD_ __)
lif V_ assaammaassmass====amanassama '
Cal [CK ansamaammassasass=assusammasam
OAl 3__
_
amamassaassassassaamasammamaass I
10 RIG.DESICHlflHAL EVAL.'
l REMARKS
W.Afil3TRUC
ecamcasssammassas======assamamasa
t
I CONNfCilNG W.AITBIRuC
j (D) l ( l' ) l (D) ) lE) ====ussass====sammassammeass
I PROS I BLDG. l
'
C. PROS ISS.lfNfR 1. I Nf
(C)
I
AMCHOR/ CROUP ILINE NuMHIR
i
saamassa== sass ==saassaansama I QUALiflED - 80Til SIDES
'
}
P02. Of RES1RAINTS 14 8 ) {
(A)==maama===== SAfG
'
' t
YfS YES l SEISHICALLY ANALYlED -
1
;
' /
amass =2sussassassas====as
3-05-1-454-1588-2 ' YES .YfS ~
sI ICS-1-454-0
as s= = = = = = = =1- = =12- 552HE A f===========52u
.
3s
1-N017 i - IN WOHK - (PRIORlRY 1) ~
-
- 2-CS-2-089-250 lit-2 -
2-32u llE
QUAL lTifD - Boiil sloes
TH-CS-2-AS-051-001 2-5?)# SAIG YES YES SEISHICALLY ANALYZED ' I'
3-CS-t-199-151R-2 YlS YfS
-
2 QuAtiftfD - 80881 sloes
~T C $-t-199-101-STEX 1-H068 ~1-52V' i HE
ELfCf
Y[s YfS YtS YES
i
1 SFISHICALLY ANALYZED
3-CC-2-952-152-3
2-6ta 2 HE
'
QUAllil[D - 00ln Slots
T CC-2-952-701-E33A 1-Nl03 Aux VIS , Vf S SEISHICAI.l.Y ANALY2fD '
-
. 4-CC-1-138-152-3 YES l Yl S ~ ~ ~
~
CC-t-138-707;A43A l-6tf 1
ME ~ " ' -
'
'QUKElilin - 85 fit SIDES
T 1-H024 l
i
~ - ~
Aux Yl S J YfS SEISHICALLY ANALYZED
- V C M 138-152 3 Vf 5 l Yl s ~~
2-dit HE
.
~ " ~ ~~~
~~
'Gistiilin - 00141 SIDES
~~f dC-2-138-708-A63A 1-N024 1
(Cf
Yl S YfS I YES YfS Sf lSHlCALLY ANALYZf D
2 1 3-CC-2-950-152-3 l ~~
QUAlIfffD - 80lH SIDES
l-622 HE I
'~~ ~ l
~T' CC-2-950-100-f23A l-N105 1
VIS SiaSHICAl.LY ANALYZED
Aux VI S j YES I
j
~1
~~~
BR-X-Id3-1518-3 l Yi S l
1-89 HE l I j atlAl.lfifD - 80518 SIDES
T TBX-163-700-A53A 1-N018 i
l Aux !
j l
Yf S l YLS SilSHICAlLY ANALYZED
1 3-nR-X-015-15tR-3 YfS l YlS i
A l-90 1
j HE l i ollAl ifl[0 - BOTil SIDES
~~ 9' BR-x-075-)lf-A53 1-N017 1
Aux j Si lSHICAL LY AN ALYZ[0
i~~ l'4-BR-x-001-151R-3 YES Yl S YTS l Y[$
l l- 1l ~~'~~ lfQuAtti1[D - 80!!I SIDES
A l-91 1 1 ! HE }
BR-x-001-100-A53 1-N0181 l Yl'S l Yl S SCISHICALLY AllALY2fD
f
SAfG l
~
10 l
l l I
~
~3-CS-t-202-1518-2 i YE S YI S
~ ~ " ' " ~ ~ ~ ~ ~
l-92A ITI 1 i H[ t ~~ "'~ ~
IN WORK - (PRIOHliY 1)
11 1CS-1-202-023-542A! 1-N068 Aux l
-
l ~~2' l 3-nR-t-001-158R-3 ~~~ *
1-94 l Hf I ~~
lH W0llK - (PRIORl1Y 1) -. i
T BR-t-001-010-S$3A l Aux
~l 1
- --
l
hTI
-
E~illiY- l T 8- l$ ill- 3 l ) I _ . . . . _ _
l-94
l Hi l _l l _. _ . l _ _. . _ _ I _.
13 OR-X-OOl-120-A53R l l _ __ _
,
OVERIAP
_ l ___ l_l
l _ L_
~
, ~
v wwurMILL7LA55ON ONE SIDE 00CfMTUD~
ANCitOH A%3gooNOHOCRAPilio
O GeA9ETY CL 2 SIDE
ON CTilfR 0R 3) COMPuifR ANALVAo E .#
Cf ANCalOR
.
TiiU 3jp F
.
N
-
'
h{
- 7/g .
$
'
'0413 CHECM (HE T110D ) R[V DAff __
ggGessmagassamsmaammasasemassamamasassamamass=amsamassmassmemaamassamasasamamassassassasamaEEEEE53333333333333333SilEEE 2 Of 2
lr PRPG 3333333333333333
6 ORIG. DESIGN TINAL [ VAL.
ANCaf0R/ CROUP C. PRO 8 ISS. [NEh CONNfCTING
'P02. Of RESIRAINTS LINE iIN[ BIDC.
____
(A) (8) HUHilfR
W.AITlSIROC W.AIT STRUC .R[ HARMS
l. (C) (D) I ([] (D) ([) ".
393 3 3 3 3 3
14 SR-X-001-010-S$3A 3 3 3 3 3 3 3 3 5 5
1-94 3 3 332 3 3 3 3 5 35 3 a st S 3 S
4-DR-X-178-151R-3 S 3 3 5 S a
AUX
s sa l
a n s a z z s z a s s a a mas s a a E 3 33 3 55 s 3 3 4 3 3 3 3 3 3 3335 3 3 3 3 a & a
HE -
IN WORM - (PRIORITY 1)
T5- BR-t-013-014-S53A 1-94 2 3-8R-1-013-1518-3 AUX
1 HE -
.. IN WORK - (PRIORITY 1)
g
-
TK- CH-2-235-401-A43A 2-99A 3-Cll-2-235- 152-3 AUX
.
( l-Mlll 2 HE YES
QuAtifl[O - 80TH SIDES
9
o Y[$ Y[$ YES SEISHICALLY ANALYZED
TT N-CS-2-AS-10-020-3 2-99A 2 2-Cll-2-214-152-3 AUX -
.
HE -
IN WORM
I TI-
.*( PR IORI TY 1 )
- Cll-2-23a-401-A33A 2-998 2 4-Cal-2-2 38- 152-3 AUX
1-M101 1 ME QUALifl[O - BOTN SIDES
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
,
$[ISHICALLY ANALY2ED
20 OVERLAP l-165A 2 2-DO-t-009-152-3
~
~
( SHALL 80RE l-641 H[ -
IN WORK - (PRIORITY 1)
21 Ov[RLAP l-1658 2 2-D0-1-00a-152-3 ----- - ~ ~ ~ ~ ---
, SMALL 80RE l-642A ME -
.
IN WORK - (PRIORITY 1)
H- CC-X-913-100-E23A 2-181 2 3-CC-2-953-152-3 fLECI
~ ~ ~ ~~~~~
l-M104 HE QUAT t riTin - 80tu SIDr$
1 VfS vt S Yfs YtS S[ISHICAl_LY ANALYZED
- - - - - - -
& $ $ b
(A) C. PROS - COMPLEMENTARY PRODt.[H; NAME AIIRIBUITfD AS IN Ill[ f at t uulHG [xAHPt [ t
b i Bi ISS. AT ANCilOR "Sil-1-023-703-[35A" NAME IS " CAL-Sil-l*023-70)"
- PRODLEH Revision NUMDIR
i C I 8tDCS - Bull DING 1900 SING illE ANCil0R
.
D i W.ATT = W[tDED ATTACalHINI STATUS
i E l SIRuc - ANCal0R SUPP0HflNG SIRuCTURT SIAluS
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 -
i
.
.
e NOHOCRArit' (IX. 1-N0171 -lNNill All Y ANAL YZill llSlHG launOGHAril Hf lHOD. t Alf tt
,
ANALYZED USING NOHOCRAril Hf ill0D. I Alf R ANALYZED DY CPSI S USING C0HPuf fil Hell 100
.
e e g.
]
__ _ _ - - _ . --- _ _ - - _ - _ _ _ _ _ - - _ _ - _
.
. .
.
.
.
' ~
.e. liplNG
I 1(NHS CL 5) PIPING .
'
C
TABLE 2.2 PIPING LlHIS HOUf f 0 WilillN A SEISHic
I J CATIColtY
SHEEs : Or 4
B. ANCHORS / GROUP Or RESTRAINIS R[v
IN SftS. DAIE CA scass===a l
,.
_ (Heist 00 _ ) s======>6===================ss====a
CalECM = =(ORIG.DE
= = = = = = = = =S IINAl. I CM EVALI
'
==========aass===========ss===========
_
'
'
ORIO_ ! REMARMS
.
BLDG.I T__ SIRUC
l
W.AIT STRtid W.AIT
saass==ss==============l============l J
ISS. [NER
C004NICilHG VALVE / (E) j (D) J (E) < ass ==es====I,
/
/
ANCHOR / GROUP C. PRO 8
PROS LINE
I IHf
NUNil[RS
i
I (C) ==s=ssa=============s======s=====
j (D)
Vf S ' YtS
!
l
>
- IN WORx - (PR10Rl1Y 2)
P02 Of RESTRAINIS j (A) i (B)i
=s==s===========as=======================
i
XSf-020 ' AUX f (I) (1)
a
j
====sa===============I l-88C I f HE ' 4-ST-X-016-151R-3 '
4-SF-x-Oll-151R-5
'
Vis- VrS- Yts
- ouAttrito - a0rit Slots
n========018e-700- A55A' Aux YTS SEISHBCALLY ANALYZE 0
l lbfSr-x- CAL-ST xSr-235
v57~x~~020-iSiR-3 QUAlif l[D - 80111 SliiT3~~~'
~ l-sa0 T-HI- 8 -St -x-022- 1518-5
4
Aux ~il S YES YES YES
SEISHICALLY ANALYZED
T5 sf-x-022-703-A55%
'
1-N040 XSt-23d
~il IF-x-021-70 s;A$$'A i l-Saf- T HE 'Ii~Sr-x-019-151R-3 4-ST-X-021-852R-5 Yi S YtS - IN WORM -
(PRIORlly 2)
N-040 xst-020iAux (I)
Si x-0: 5-151R-3
~I-- Hi- li4-SI-x-Ill-151R-5
(I)
'
vrS '~ ir-- - iiO TAiriTo - a0ill SintS (3)
Yr5 Yt S SEISHICAlLY ANALYZrn
'If $f-x-013-703-A55% ' cal.-Sr T air- ISI-022 Sarc
(1) (1) (2) (2)
V ii 3r-1-005-151R-2 QUAlifilD - 00iT 5ThiT -
1-a8W o 4-St-x-036-151R-5 YtS YFS 'YTS
'
IT;x-036-02 Fsi $A CAL-SF i
0 cunt Yr5 SEISHICALLY ANALY2ED i
TE ISr-028 1-
l-a8x T HI- 4-Sr-i-005-158R-2 YrH- a toilATTTifo - aY 00uRiTilG (3)f loAnt
4-SF-1-bo4-151H-5 Yl S Yl S ! W. All CAL CS REEVALUAlf D
Tij ETT-50i:751RiliTI
l
I-M122 ISr-Oll Colli
(1)
.
(1) ~
1-SaY ~T-~
Mf- T sr-1-Oi4-151R-2 YES
~~ C ~~IlUATI'T}{D - 80111 SIDES (3l
4 -SF -1-013- 151R-5 YES SESSHlCALLY ANALY2tG
~15 sf-l-Ol3-025-s55A NCA ISf-fil l3 COHf Yf s (1) (2) (2) ~~~~~~~~
4-SF-t-014-151R-2 l (1) '~~~ '~ ~
T 5T;1-Ol6-016-C3'dA CAL-Sr 0 1-sal T HC sa-S F- t -016-15 tR-5 l ' "~ ' ~~~ ~ ' h ~ ~ ~ ~ ~- IN WOltM - (PR10Rl1Y ()
4-BR-x-058-1588-3
~
AUX
I ) 1
1-938T Y
8
I l j
- IN W0llM - (PRIOttlTY 1) _l
~
OVfRIAP 4-S8-2-318-15114-5 ) Atix t !
~EE l
SI-2-318-002-A55R~ ' ~ii jul-x-058 -1518- 3 i
6
L .. l -.
1 L
OVfRLAP
I-938 T ~~HT 4-SI-x-106-151R-5 iI_ L . _ .. ) .. .. . .
~23 i
L.
jSt-X-040-00a-A55R_l l _ L_
y,_,, L
-
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.
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.
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CAT f(NNS CL 5) PIPING -
TASLE 2.2
.
PlPING LINES ROUTED WITHIN A SEISHICCAT CAI (SAFET
SilEET 4 CF 4
*
-
S. ANCHORS /GRour of RESTRAINTS REV IN 5fl5.
,
_
DAIE_ assammassamassasssasl *
CHECW
( ME l l100_.____ ) ssamamassamasamassamammassamm
flNAL EVAtl
_
sasassssssssssssssssammasasl
I
oft lC.DE SIGH f REMARES
OR 83_
smasamsassmasamasaammaassamas8tDG. I
f
W.All!STROC
W.All TSI UC
l ( t. ) ; .. .ss ==
i(D) j (E) l (D)
I
CONNfCIING
SSCSSOmmesmassoassesmas
PROS ISS. ENER
LINE
I. l Nf
l
VALVE
J(C) =====s==============a=========
a ' QuAttflED (3)
AllCHolt/ GROUP C. PROS l
HuHilERS ===========I
YES YES I aY 0006LlNO LOADS
P0Z Of RESTRAINIS I (A) j (8)l
=========as=======================s====SAfci
! 100-007 ' YES l ~
i f H 4-00-1-005-151-3 YES YES ~ QUAliffE0 - 80fH ST5ti --
a
nss
24)00-1-00 = = = = == =NCA=6- 131 -Y45 A f= = = =xSt-026
4-00-t-006-152-5 = = =Aux = =YES = = YES =I - 95 f= a = SElHICALLY = = = = ANALYZED
= = = = = =E I
T j~iiC 4-SF-x-023-151R-3 YES Yt1' 00ALiffE0 - BOTH SIDES
1-1510 4-SF-x-021-151R-5 ~
SAIG "Vf5' YES SEISHICALLY ANALYZED ~
3 ff ifD21-105-A'554 1-N040
~
N/A
QUXLiflED (3)
1-161 IT -WI lo-CT-1-12a-151R-2
10-CI-1-Ol7-151R-5 YES
- (g- a
BY DouLING LOADS
' CPI-CTATRW-ol~ 1315-R2 YES ~
H TANK PENET.ANCil0R
IHV-5157 SAFC
(1) (1)
Hf -~~--
f ~
4-VD-I-060-161R-2
-
90-1-049-oia;S454 FlT T 4-VD-t-0t9-151R-5
4
- IN WORM - (PRIORITY I) ~
'J7 llCA liiv-sl6a 54/5
Y 4-va-t-060-151R-2
~
~~~~~~ - ~ ~ ~
T TT5- T 4-VD-I-053-151R-5
-
- IN WollM - (PRIORITY 1) ~
H V0-1-053-013-C46A CAL-
DVERLAP
Iliv-stSa ~5Kf5
WF 4-vo-I-060-IslR-2
--- -
f ~
l-175 T .
-- -
WORK - (PRIORITY ll
'JD
~
CAL-
3-VD-I-141-151R-5
lHv-60ai. SArGW 1
- IN
DVERLAP
,,
l-isa T HF 4-Cis-i-002-lh2-2
6-018-1-001-152-5 - IN WORK - (PRIORITY I)
j
S Xfc
, -
T6 cu-t-001-Oll-sT5M
OVERLAP
CAL-CH IHv-60a2 l __ E
HE d-CH-t-031-152-2 L____ l
1
l R l-139 i j 6-Cll-1-032-152-5 o i _.__._ .
,
'Ti CH-1-032-00l-ss5 CAL-CH
-
ovE RI.AP
_i l_ J_L *
,u IIRIGuiTED AS IN Ilir failuulHil (MAHPilt TV C0luMN, 2/20/sh)
E IS " CAL-SI-l-03(.-Oun"
(A) C. PROS - COMPLEMENTAflY PROBLEH; NAME AAT ANCll0R "SI-t-036-008-S35A" NAMPIR C&ll PIPIN
*
fSh ISS.
,
CL BLOG
-- WELDED
'
PROBLEH ATTACllMENT STAluS
REVISION I SIAlus NUHBER (AS- sulLDING HOUSING Tile f ANCHOR ANCliuR~
.
D ) W.ATT - ANC110R SUPPORTING SiltuCruR S filf S[ISHIC 10 ADS fQUAI. IN B0111 SIDE
l
lE) SIRuC YES - QUALiflED TOR SERSHIC IDADSis QUALif tf D ASSulfillGIN SCOPE 10 IVAluAlf SIAllC Alln plNAHI
CllHENT
iIL
NO
- NOT QUAliflED TOR $[ISHic 10AD- IN AS Bulli ANALYSIS WflD AT
l
2'
13) - NOT
t
-
COMPuf COMPuffR ANALYZED
fR ANALYSIS IS Pfitf oltHTilERE AftEON SEISMIC RESIRAINIS l
NCA - litCH ENERGY LINE
HE
HE
-
-
H00fRATE INTRCY LINE I f 0R ANCil0ft SUPPolifillG SIRtiCluftE EVAL.uAll
N/A* - HOT APPLICAllt CLOADS TO DE TRANSHliffD 10 luSI-SII * ** ,
.
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some ISO FORECROU80 HARDCOPY esse 8 e ,
DSNAME=VI8.HASSO
{ANCO$3 ) ,
$ I
Ni.9 . h' { ' * g1 -
*
4 ..
TABLE 2.3 PIPING LINES ROUI[D WilillN A $[ISHIC CAi[ GORY I OUllolNG
ANCl! ORS $[PARAllNG ONLY NON-S[ISHIC CAIEGORY l PIPING (NNS CLASS 5) ; ,
([XCLUDING ANCil0RS I IST[0 IN TABLE 1.2)
ORIO CH[CM (H[il100 ) REV DAlf
Sil[[I I Of I
===s=============================================
ass ==============================================================================10RIC. DESIGN' flNAL. [ VAL
CONNIC11NG VALVE 11100, 1
ISS. [NIR
lH.ATT STROC W.AII Sliiiid
C. PitGB
~
REMARKS
C. PROS LINE IINE
702. ANCHOR (D) ([)
.
NuHil[RS (C) I (D) ([) ======
(A) (8) i
YES QUALifl[D - 8OTII
as==
====================================E======================================
CC-X-070-700-A75A l-63A 2 H lo-CC-x-olo-152-5 I TV-8:630 Aux YES YES
SEISHICALLY ANALY2ED
, f
1 '
2-638 10-CC-X-066-152-5
~ IIV-1630 Aux Y[$ YES Y[$ Y[$ QdAllfl[0 - BOTH SIDET
T CC-X-078-016-A15A l-63A 2 H[ 10-CC-x-nI8-152-5 4
$[ISHICALLY ANALY2ED
I-640 1 to-CC-X-066-152-5
ITV-4630 AUX i YES YES YES YES QUAlt fl[D - 80Til"5'IbTF
6 3 CC-X-078-007-A65A l-63A T ~HF 10-CC-X-018-152-5 S[ISHlCALLY ANALY2[D
' l-64B l 10-CC-X-066-152-5
Ifv-4630 Aux YES TS~ YES * QUALifl[0
CC-X-109-029-A65A l-6f t8 HE 4-CC-X-109-152-5 SY DOUBLING LOADS (3)
4
NCA
i
4-CC-X-078-152-5 (1) (1)
150-106 SAIG YES MS~ YES ~Y [$ ~00Alifl[D - 80Til SIDES
$8-1-060-033-155A -~ l-19[ ~~F~ ' ll[ 3-Sn-1-009-1302-5 $[ISHICALLY ANALY2[D
5 8-S11-1-060-1302-5
% '* l-79F l
I Sil-60 fl[Cl YES TF ~'YT Y[S QUAL.lfff0 - BOTH SIDff
'- 6 $8-1-060-057-135A ~ 1-19F ~~I' 1t[ l 8-$0-1-060-1302-5 $[ISHICALLY ANAL YZED
I-79f ~~ ~
~
l-79F 1t[ 8-Sh-i-023-302-5 ISR-60 l fildt IN WORM - (Pitt0RITY 2)
,O ~T $8-t-023-733-[35A CAL-SO-
i
0 A - Sil- 1 -02 3 - 3 02-5 l
-
~
-
l
Tif 10-SA-x-ol9-152-5 N/A
l
Alix YES"l YlS YIS YT ~QUlt if lfD - 80ill SIDES
"
8 SA-X-Ol9-701-[35A l-135A T l $[lSHlCALLY A.NALY2fD
>
I-835C 1 lo-SA-x-Ol9-152-5 g
f y N7A AHX YES l YlS YES YlS QUlt ifl[0 - 85Til'StiiT
1-135D l i ~ii[- l TS A-X-018- 152-5 $[ISH1CALLY ANAll2[D
[ .' ~f~ 5A-X-Ol8-735-[35A
1-1350 l l l 6-SA-x-018-152-5 l
_ i ..__ .. _ l
l l
1 1
I I
C. PflCD
- COMPLEMENJARY PRODi[H; HAHf Afiftlhuf f(D AS IN til[ f ol l owl HG I x^HPi l
(A) AT ANCilolt "Sil-1-023-701-[35 A" HAME I S " CAL-Sil- 1-02 3- Tul"
8l ISS. - PRolll[H R[ VISION NHH0fR ( AS Pf ft Chil PIPING ANALYSIS SI AlHS, QA BOOK ft[V COLHHN. 2/20/84)
I
I C i 8LDG - BulLDING llouSlHG lil[ ANCil0R
I D i W.ATT - WELDED ATTACllHfNT STATUS
L[} S11tHC - ANCilGR SUPPollilNG Siltuciuli[ STAluS ,
7 VfS -
QllAllfl[D f0R SEISHIC [0A05 *
1t[ -
181C14 (NERCY LINI
E( HE - HOD [HAl[ [HIRGY Lifti 8 N/A - NOT APPL.lCAlll[ j NCA
- NOI COMPull14 ANAlYZID IHf SilSHIC BOAhS f4HAL IN B0lli SIDES Of ANCaloit
II) - IN AS Bulli ANARYSIS WILD AllACllHIHf IS QUAlifffD I N SCASSHfilllG
ul'[ In IVAluAll SIAllC ANil DINAtllC LOADS lit 0H NCA SIDF
f* l
2) - COMPUIER ANALYSIS IS Piltf ullHf D UN llCA SIDI
)* L31 -
lill'R[ Alt [ S[ISHIC RESIRAINIS IH lill: NCA Sluf of Ill[ ANClioll
y .
e - LOADS TO DE IRAllSHllT(D 10 TuSI-Sil[ IOR AHCHOR SUPP0HIING SiltuCIUlti [VAlHAil0N
_
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j DSNAME=VIS.HASSO {ANCOI185)
,
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$ 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.........
f
========= ...... ================================================= .ama. .... =....=.......========. SHEET I 0F 2
.................
> P0Z. DESCRIPil0N Of ORIG. DESIGN FINAL [ VAL
PROB BSS. ENER CONNECTING VALVE DlDG.
SEPARA110N C. PROS LlHE REHARKS
.i
LINE _
ATT lSiniid AIT lSIRUC
'8 (A)
$335
(B) NUMDERS (C) (D) I (E) (D) l(E)
$s 3355 55333553355333553&S3333333ESEMESSE=RE=EREEEEE=35EEES35EEEBRE33333333333333333333E253333335355333E355333333335533385333
EMBEDED PIPE l-286
% i HE 28a-St-i-D29-151R-2 ISI-Ola7 l YARD YES YES YES YES QUAllflED
;; l-186 I
h 2 DRAIN 1 - 38s A 1 ~Nf ~2-CT-1-133-158-3 ICI-13ss SAIG. YES YT
'
N/A
YES YES QUALiflED '
. 2-151R-5
I 3 DENINERAll2ED HAME l-35F I " M E~ 1-CT-I-079-30lR-2 ICT-179 CONI YES Yl 5' "yiS~ "Trf 5~
lj UP WATER 110SE CON. N/A I-CI-t-030-30lR-5 QUAllFIED l
,
l l
h il QUICK DISCONNECT l-165E HC TD0- 1 -026- 152-3
8
1 100-028 YARD YES YES YE$' ~ f5~ QUALiflED ~7
flillNG N/A 3-D0-1-092-152-G
; 5 QUICK DISCONNECT l-1650 i 3-00-1-013-152-3
~
Q FITilNO N/A
HE
3-DO-l-091-152-G
100-027 YAHD I S YI S l if5' ~YT QUALIFIED
6 Ii2T DO-l-038- 153-3
~
SLEEVE IN ROOF 1-167C 2 HE N/A' SXife!
Y N/A 8:2-D0-1-089-153-5
YES l YES i Y T l YES QUAL.lflED - ALL PIPIN6-
p l lNCLUDED IN ANALYSIS
/ 7 'SLl' EVE IN ROOF I-167f 2 HE
-
la 2- 00- 1 -0 F l- 15 3 - 3 N/A SAfG. Yl S YT -
,
'
N/A ta2-00-1-090-153-5
YES Yl S QUAllflED - Ali. FfPTiiN-
INCLUDED IN ANALYSIS
g{ l . _ _ . - - _..
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PlPING LINES ROUTED WlilllM A SEISMIC CATECORY l SUILDING
,
IABLE 2.4
OTHER TYPES(fM8EDHf Of SEPARATIONS BETWEEN
MTS, WAIER 190SE CONNEC110NS, EIC) SEISHIC CATECORY I AND MON-SEISMIC CATEGO
'l
DATE .*
CHECK lHETH00 ) REV SilEET 4J0F 2
ORIO sssssssssssssssssssssssammasassammesssas 'gsssssssses
ORIC. DESIGN FINAL EVAL
teesssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssss
8
l REMARKS
CONNECTING VALVE IBLOG. AIT SIRUC .g
PROS I SS. ' ENER l All STRUC
702. DESCRIPfl0N of LINE IINE (E) 10) ,(El ,
SEPARAll0N C. PROS
.NIHutR$ 10)
1 (C) ssssssssssssssssssssssssammasassssssssssssssssssssa
,
-(Al- (8) I
YES QUALiflED
gass samassasssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssss
I-150f 1 ME l 3-CS-I-298-30lR-3 1-1011[ aux.l YES YES YES
8 AESlN FILL 3-CS-I-569-301-5
N/A YES QUALiflED
2-70llE AUX. Yl3 YES YES
~2-150f T T 3-CS-2-298-30lR-3 I
T ~ RESIN FILL 3-CS-2-569-301-5
N/A YES QUALiflEO
AUX. YES YES YES
l He 3-CS-1-299-301A-3 ~l-7011D
I 'T6- AESIN fill t-150c 3-CS-t-570-301-5
N/A QUALifl[O
g 2-10110 AllX . ires ' VT 'YT ' YE S' '
T ~ RESIN FILL 2-1500 1 NF 3-CS-2-299-30lR-3
) N/A 3-CS-2-570-301-5
* ~
YES YES 'YI~ YES QUALiflED
T CS-1-300-30lR-3 ~ 1-70 llc
p AUX.
~ AESIN FILL 1-15018 I ~f H
T N/A 3-CS-t-571-301-5
QUALiflED
, l 2-70 llc ~ ~ ale YES 'YTS -YtS YES
** 2-150N 7 "5f 3-CS-2-300-30lR-3
f T ^ RESIN FILL 3-C5-2-571-301-5
-
N/A .
QUALifl[D
) I
T RESIN FILL 1-1508 i HE ~~3 -CS-l-301-3181R-3
1-701111 AUX. YES 'VII ]f YFS
I
,
N/A 3-CS-I-572-301-5 l
l YES YfS YES QUALiflED
2-70811l AllX. YES
t
~2-1500 i HE 3-CS-2-3Ol-30lR-3
T RESIN FILL 3-CS-2-572-301-5
f 6 N/A Yfs YT QUAllflED
1-70llA ~5tlE! YES YIS
' l-150J -T- HE- 3-CS-t-302-30lR-3
~If AESIN YlLL N/A 3-CS-I-573-301-5
( aux. YES Y[S ~YES 'YES QUAliflED
.I HF '3-CS-2-30?-30lR-3 2-10llA
T RESIN FILL ~2-150J l
3-CS-2-573-301-5
-
N/A _._.___
l
** - COMPLEMENIARY PR001IN QA BOOK MEV Col.UMN, 2/20/8as )
iAL C. PROS - PROBLEH HEVISION HuMuf R ( AS PER O&ll PIPING ANALYSIS SI AlllS,
I 8 1 ISS.
C SLDG - BullDlNG llouSBNG THE ANCHOR
,
-
o r
'
D
l
i W.ATT - WELDED AITACHHfMI STATUS
l gEj SIRuC - ANCal0R SUProllTING SinuciuR[ STATUS *
YES
- QUAllflED FOR SElSHIC LOADS
* HE - H00ERAIE ENERGY LlHE -
N/A - NOT APPLICA0LE
ALL CLASS 5 PIPING IS INCLUDED IN SElSHic ANALYSIS of Cl ASS 3 Call l'RolllEM
/ * NOTE:
Q {
k. h[ '(f.N ~Y
.. .. .
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. _ _ _ _ __ ___
i
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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, and shall he
notshall immediately
proceed report his
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
cranes, but may not extend to the use of pumps, compressors or
similar equipment. When use is made of the plant cranes or other
equipment, the Contractor shall take all precautions to avoid
overload or damage to such plant equipment, and shall be
,
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
prior approval in writing from the Owner. Defective material
shall be reported by the contractor to the owner who will
determine the suitability of the material for use. The Owner
will then either require the Contractor to submit a repair
procedure or otherwise determine the disposition of the defective
material. Such action may require vendor concurrence before any
work is done on vendor supplied equipment.
.
A/6
,
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.
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,
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TEXAS UTILITIES SERVICES INC.
,
AGENT FOR
t
TEXAS UTILITIES CENERATING CCMPANY
ACTING FOR
$g p*
d
* * I
DALLAS POWER & LIGHT COMPANY V
P
TEXAS ELECTRIC SERVICE COMPANY
TEXAS POWER & LIGHT' COMPANY OO
A
TI-lb S m..~:M u s i u.-,! LOh...RS
. . - . - . .
-
-
Og.Od
NUCLEAR SARiTY RELA?ED d$ EQU
COMANCHE PEAR STEAM ELECTRIC STATION
Ut!IT NCS. .&2 h \
rp
.
HEATED RESISTANCE TEMPERA URE DETECTCR 0" (Rfy".g. ,
LEVEL &-"L-rqs ~-@ ;
. ARRAY ASSEMBLY ~
SPEC : FICAT * O:' '!O . _ 30*J '%'
N U C f i.t.',. . ..e.
***T
. .:. r r . *
r"I'7.-1931
O. . r .:. . rD
.
c .-
N
e5@;IDN' Ti' - AF RI L' ;7,1981 j'c . U 77b
S<Ab
m gRoz $
c:r
o 0o .r$hon
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c ,
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,,. s' y
(TUSI REFERE::CE C7511)
r
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84'
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DATE
-
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.
GISSS & HILL, INC.
ENGINEERS, DESIGMERS. CONSTR;1CTORS
,
NEW YCRK. MEU YORK
QAW5
.
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