ML20195F647
| ML20195F647 | |
| Person / Time | |
|---|---|
| Site: | Comanche Peak  |
| Issue date: | 07/09/1984 |
| From: | BROWN & ROOT, INC. (SUBS. OF HALLIBURTON CO.) |
| To: | |
| Shared Package | |
| ML20195F283 | List:
|
| References | |
| FOIA-85-59 CP-CPM-6.9G-01, CP-CPM-6.9G-1, NUDOCS 8606120224 | |
| Download: ML20195F647 (45) | |
Text
{{#Wiki_filter:,.._ _..... _ l i l PROCEDURE EFFECTlyE BROWN & ROOT, INC* NUMBER REVISION DATE PAGE CPSES I i JOB 35-1195 CP-CPM-6. 9 G 6 7/10)a4 1 of 20 TITLE: ORIGINATOR: h d d' 28'N M REVIEWED BY: CP-CPM 6.9 BAR QUALITY ASSURANCE DATE D E N FOR REVIEWED BY:, S aW fI / d b 7 ASME WELDING, NUGC0 QUAL (ITCASSgANCE DATE FABRICATION, AND INSTALLATION REVIEWED BY:
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N A d-M ACTIVITIES SR. PROJECT WELD)I.'G ENGINEER DATE M/l#/ APPROVED BY:
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M-9I CONSTRUCTION PROJECT' MANAGER DATE 0.1 TABIE OF CONTENTS
1.0 INTRODUCTION
.) df 2.0 REQUIREMENTS 2.1 APPROVAL AUTHORITY p g 2.2 RESPONSIBILITY u 2.3 DOCUMENTATION LOGS - gI 2.4 DOCUMENTATION STORAGE 2.5 VERIFICATION OF INSPECTIONS [.4 fg34 /J 2.6 ANI REVIEW 2.6.1 Inspection Plan l MAN 'd IM#,. ' " g,, a 2.7 ROUTING OF DOCUMENTATION Mdu // ' # 2.8 DOCUMENTATION MODIFICATION REQUIRE. 'TS g, p g,.y j 2.8.1 Piping Subassemblies And Component Siipports g 7, d 2.8.2 Field Welds (Piping) e DOCUMENTATION PREPARATION AND PROCESShl0W_ 3.0 3.1 WELD DATA CARDS AND MULTIPLE WELD DATA CARDS 3.2 WDC AND MWDC ORIGINATION 3.2.1 Pre-established Repair Sequence' 3.3 REPAIR PROCESS SHEET 3.3.1 Required Approvals 3.3.2 Repair Process Sheet Init ia t io n 3.3.3 Weld Metal Repairs 3.3.4 Major Base Metal Repairs 3.4 MANUFACTURING RECORD SHEET 3.5 COMPONENT MODIFICATION CARD 3 3.5.1 Doc ume nta t io n 3.6 DOCUMENTATION ACTIVITIES DURING FABRICATION / INS'I LATION 3.7 NONDESTRUCTIVE EXAMINATION DOCUMENTATION REQUIRE!- 1TS 8606120224 860512 PDR FOIA GARDE 85-59 PDR =
) b JOB 35-1195 COMANCHE PEA: STEAM ELECTRIC STATION Const uction Procedure l DOCUMENT CH.NGE NOTICE NUMBER 2 Notice applicable to Construction Procedure No. 35-1195 CP-CPM 6.9G Rev. 6 This change will be incorporated in the next revision of the crocedure. Change the procedure as follows: Please replace the follovirg pages with the attached: Page 7 of 20 i 1 of 4; Table 6.9G-3 Reviewed by: }Y b </ 0-//-9Y Pg t Welding Engineer Date JA ( G 19 Y A~ V"lYT Oate Brown & Root Quality Assurance Date Originator Q 1 ,N bl m L9'/ < m Date Approved by: TUGC0' Quality Assurance hhj 9 35-t/] 09/25/84 ConstrGction Project Manager Date' Effective Date ~ + - e
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i JOB 35-1195 CDMANCHE PEAK STEAM ELECTRIC STATION Construction Procedure I DOCUMENT CHANGE NOTICE NUMBER Notice applicable to Construction Procedure No. 35-1195-CP-CPM 6.9C ReV. 6 This rt.ange will te incorporated in the ncyt revision of the procedure. t Change the procedure as follows: Please replace the following page with tho attached: Page 9 of 20 '%g* Reviewed by: 9lf$YN 4-M*- fy Project MeIcing Engineer Date l $"/f' l 8 ? VV Originator Q Data Brown & Root Quality Assurance Date 0 Ah,**/A ~ M/ 'f Q*,NY A.4 Date 3 TUGC0 Qualii;y Assurance Approved by: . h ga for 9-Jd.Af 08/31/84 (s Construction Project Manager Date Effective Date
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O. BRCWN & ROCT, INC. INSTRUCTION EFFECTIVE Y'. CPSES NUMBER JOB 35-1195 CP-CPM 6.9G 6 7/10/84 2 of 20 o.ii LIST OF TABIES 6.9 G-1 "ASME INSPECTION REQUIREMENTS MATRIX" (4 sheets) 6.9 C-2 " REQUIRED EXAMINATION, QC HOLD POINTS AND APPROVALS REQUIRED FOR REPAIRS" (2 sheets) 6.9 G-3 "INSPECIION REQUIREMENIS FOR COMPONENT SUPPORTS" (3 sheets) o.iii FIGURES 6.9 G-1 WELD DATA CARD (Front Only) 6.9 G-2 MULTIPLE WELD DATA CARD (Front and Back) 6.9 G-3 POST-WELD HEAT TREATMENT CHECKLIST 6.9 G-4 REPAIR PROCESS SHEET 6.9 G-5 MANUFACIURING RECORD SHEET 6.9 C-6 WELD DATA PROCESS SHEET /INSPECIION PLAN FORM 6.9 G-7 MATERIAL IDENTIFICATION LOG o. iv SUPP LEMENTS w 6.9 G-I OVERVIEW OF WELDING DOCUMENTATION REQUIREMENTS INITIATED ) PRIOR TO JULY 20, 1979.
1.0 INTRODUCTION
This appendix to Proc,edure CPM 6.9 provides the documentation requirements of ASME Section III for welding, fabrica tion, and installation activities. 2.0 REQUIREMENTS 2.1 APPROVAL ' AUTHORITY" The requirements for origination, review, and approval of this appendix shall be in accordance with procedure CPM 6.1. In addition, this appendix and its' DCN's shall be approved by the Project Welding Engineer. 2.2 RESPONSIBILITIES Doctanentation of Unit 1 governed by this appendix shall be originated and primarily controlled by the Project Welding Engineer during field use. Documentation of Unit 2 governed by this appendix shall be originated and primarily controlled by the PFG per CP-CPM 7.1. The B&R Site QA Manager is ,a v =
- - ~ - - - - ,.__/.. 3RCWN & ROCI, INC. INSTRUCTION EFFECTIVE REVISION DATE PAGE O-CPSES NUMBER JOB 35-1195 CP-CPM 6.9G 6 7/10/84 3 of 20 responsible for ASME Code certification, as required. The Permanent Plant Records Vault Supervisor and IRV Coordinator l have responsibility for. documentation storage and retrieval. 2.3 DOCUMENTATION LOGS Responsible groups shall keep a status of such documentation sufficient to permit traceability and retrieval. Iogs shall be used to list the applicable drawing numbers, weld number (s), item designations, and current status or locations of the docunentation. Unit 2 tracking and status will be done per CP-CPM 7.1. 2.4 DOCUMENTATION STORACE When documentation is stored in an unattended location, such storage area shall be locked or otherwise secured. 2.5 VERIFICATION OF INSPECTIONS <3 Inspections shall be evidenced by signature, initials, or ink stamp that identifies the individual making the inspec-tion. All docunentation entries shall be made with a black, indelible, ink pen (not felt tip pens). 2.6 ANI REVIEW Upon completion of documentation or any document change, the applicable documentation shall be presented to the ANI for review as noted below. If the documentation is acceptable, the ANI indidates 'his concurrence by initialing and dating the applicable welding documentation. Initial Review Required: All weldirg documentation, e.g. WDC, MWDC, RPS, Hanger Packages, Travelers, MRS's NCrrE 1: The following documentation changes require ANI re-review : Deletions of items designated as ANI hold' points a. (unless a weld is voided). b. Deletion of inspection verifications that provide ~ objective evidence of ASME Code compliance (e.g. ~ fit-up, preheat, PWHT, NDE, material verification, s./ etc.). m
n. 3ROWN & R00I, INC. PROCEDURE EFFECTIVE 1. CPSES NUMBER REVISION DATE PAGE j JOB 35-1195 CP-CPM 6.9'G 6 7/10/84 4 of 20 c. Additions of operational steps in sequences previously reviewed. This is to include addition of material to an MRS. 2.6.1 Inspection Plan 2.6.1.1 Weld Data Process Sheet / Inspection Plan ANI review of doctanentation may be accomplished with a " Weld Data Process Sheet / Inspection Plan Form" (Figure 6.9G-6) in lieu of the weld doctsnentation. The form is initiated and controlled by Welding Engineering and completed by the drawing number, code class, individual weld identification and QC holdpoints. A line entry may also be completed for a MRS or travelers. Hold or inspection points are established on this form by indicating them in the applicable space (s). Hold / inspection points not shown, such as travelers or MRS operations, are . S N lnoted in the " comments" coltann.. ~ ^ Upon completion of each review / inspection denoted.above the ~ WE, QC, or the ANI representative shall sign and date in the appropriate space at the bottom of the form. The holdpoints as defined' on the form shall be transcribed to the appropriate MRS..WDC, or traveler by Welding Engineer-ing and in the " Reviewed by: ANI" block shall be written "ANI/IP" to indicate that.a completed Weld Data Process Sheet /I'nspection Plan is.,on file to doctanent the.ANI review. A copy of the complete WP$/IPF form. bhall b'e; retained by the ANI and the original transmittal to the' Site QA Manager ~ when all WDC's listed on the inspection plan have been prepared. NUIE: (This note applies to the above paragraph only) Any ANI holdpoint that is not transferred to the weld documentation from this form constitutes a nonconformane if the ANI holdpoint is bypassed and shall be documented in accordance with CP-QAP-16.1 f ,B-anae =
BROWN & ROOr, INC. INSTRUCTION EFFECTIVE ACE O (. CPSES NUMBER \\. JOB 35-1195 CP-CPM 6.9G 6 7/10/84 5 of 20 Normally, weld documentation will be made out for a complete ISO. RPS's will be presented to the ANI for review. 2.7 ROUTING Of DOCUMENTATION (ASME) Upon completion of the ANI review, MRS(s), Hanger Packages, WDC(s), RPS(s) shall be returned to the PWE. From this point on, the documentation listed above shall be controlled by the Package Flow Group and maintained as described in Section 2.3 hereof. At the completion of each shift, or the end of the related work, all documentation shall be returned to the FWTC substation or the PFG for Unit 2. Upon completion of all work l presented by such documentation, the affected documentation shall be reviewed for completion. If completed, it shall be transmitted to the B&R QA Docu :ent Review Group or to the PFG 3 (,) for Unit 2 per CP-CPM 7.1. 2.8 . DOCUMENTATION MODIFICATION REQUIREMENIS 2.8.1 Piping Subassemblies (Revisions To MRS and Related WDCs) and Component Support s When docu=entation revision is necessary before or during fabrication, the affected documentation shall be forwarded to: 4. Piping Documentation - revised by Welding Engineering for Unit' I an'd common,' and the PFG for Unit 2 in accordance with Appe ndix. 6.9G a nd ' CP-CPM 7.1. b. Compone nt Support Documentation - Revised by the Hanger Package Distribution Station in accordance with Appendix 6.9G, and P.rocedure CPM-9.10. This process shall include surveillance, review, and modifications by the ANI as defined in Section 2.6. 1 o#* ......4.
-..-----...1.----- .i p BRCWN & ROOT, INC. PROCEDURE EFFECIIVE b CPSES NUMBER REVISION DATE PAGE JOB 35-1195 CP-CPM 6.9G 6 7/10/84 6 of 20 2.8.2 Field Welds (Piping) Revisions to WDCs shall be made and reviewed (Section 2.8.1 above) with the exception that documentation of the changes / revisions shall be made by WE and the changes shall be initialed and dated near the change. NOTE: Changes that substantially revise the designated work may require that the af fected weld documenta-tion be voided and new documentation issued. 3.0 DOCUMENTATION PREPARATION AND PROCESS FLOW s 3.1 WELD DATA CARDS AND MULTIPLE WELD DATA CARDS NorE: Doctanentation initiated and dated by the Welding Engineering department be fore July 2,1979, may be used as prescribed in Supplement 6.9G-I. h*-] Weld Data Cards (WDC, Figure 6.9C-1) or Multiple Weld Data Cards (MWDC, Figure 6.9G-2) shall be prepared for all welds .which must meet the requirements of ASME Section III, Division 1 except as proVided herein. WDCs and MWDCs shall meet additional requirements given below. 1. MWDCs for ASEE wekds are limited to socket welds and component. support welds on the same drawing or subassembly. No more than one pipirg subassembly, compo nent support,- or isometric or hanger drawing (for field welds) s. hall be doctanented on a single MWDC. Spaces' requiring e' tries on WDCs.and MWDCs that are not 2. n applicable shall be marked N/A by the WDCC. 3. A maximum of four (4) welding procedures aiay be assigned to a given WDC. WPSs may be changed by the WT in the t field. The Wr shall enter the change on the WDC prior to the start of the operation involving the change, p b ene ,.J e 4
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~.. b m BROWN & R00r, INC. PROCEDURE EFFECTIVE CPSES NUMBER REVISION DATE PAGE l ' :D ( JOB 35-1195 CP-CPM 6.9G 6 07/10/84 7 of 20 4. Corrections to an entry on a WDC, MWDC, or other docmentation shall be accomplished by drawing a line through the incorrect entry, and initiating and dating the new entry. 5. Class 2 and 3 Component Support Welds do not require unique identification (weld nebering) except for the following: Attachment welds to pressure retaining members; hangers or welds utilizing multiple processes or filler materials; full penetration welds excluding flare beveling on structural tubing; and welds requiring NDE (weld nebers for welds requiring NDE may be added upon completion of work). Class I component support welds require unique weld numbers for all welds. Heat neber traceability is required for all Class I'and impact tested materials and shall be recorded on an MIL. 3.2 WDC AND MWDC (RIGINATION ,_ V .The following entries are required for all WDCs and MWDCs ~ ~~ ' for ' the~ work to be accomplished: 1. All identification information, as applicable. 2. WPS numbers: The correct WPS revision nebers and any applicable ICNs shall be entered by the WI just before the release of the card to Construction. The WDC shall reflect the revision and ICN's which are current at the time welding is started. Revision changes which occur after welding has started, but prior to completion of the item, will be docmented on the WFML. When a welding. procedure for the automatic GTAW. process is used, as a minimum, an appropriate GTAW procedure for manual tacking shall be listed in addition to and above the automatic GTAW procedure. A maxina of four WPSs may be provided. 3. Enter the " Weld Filler Metal Required." NOTE 1: Unless specified otherwise by the PWE, if a WDC references ER308, then ER308L is accept-able; if ER316, then ER316L is acceptable. Westinghouse applications will require approval of the W representative. w. --Q CP-CPM 6.9G Rev. 6 DCN#2 09/25/84 Sheet 2 of 3 ~**a. ,.. - ~
-a a. -. _ ~- = - - - - A BROWN & RCOT, INC. PROCEDURE EFFECIIVE (_b CPSES NUMBER REVISION DATE PAGE JOB 35-1195 CP-CPM 6.9G 6 7/10/84 8 of 20 4. Enter the " piece" number (PCf) and "P" neber on the WDC. The MWDC piece number is noted in the MRS section on the back or on an attached MRS. For component supports this may be accomplished' on a Bill of Materials. The "P " number (s) for the material should be entered adjacent to the applicable connecting weld nunbers on the top of the MWDC (front). In addition, verify that the WPS is acceptable for the wall thickness, material type, etc. (wall thicknesses may be found by consulting ANSI Standards B16.9, B16.11, B36.10, and B 36,19). 5. Verify that the WPS was qualified to ASME Sections III and IX and approved by G&H. NOTE 2: An applicable WPS is shown on Table 6.9G-1 by Piping Specification Category and Code Class. If the one shown is used, this verification is .s A unnecessary. y .6. Check if PWHT is required by the WPS. If no PWHT is required, enter N/A in all applicable spaces. If PWHT is required, attach a PWRT checklist as shown on Figure 6.9-3 and complete all' identification information. Enter Heat. Treatment Procedure on the WDC. 7. Add sequential operations' to.be followed durits fabrica-tion or installation incl'udiig inspection requirements. Fo'r NF Supports, hold points shall be entered in accordEnce wilth' the requirements delineated in' Table 6.9G-3 'and, - as applicablei. for, the hanger to be fabricated / installed from the following: Support Nunber Ident. Size. -Configuration, Tolerance /Dwg. Material Correct Dwg. ~ Fasteners Correct & Complete -, Incation and Elevation /Dwg. Spring Can Stops Installed Spherical Bearings All Welds /Dwg. & WPS (V.T.) P.T./M.T.
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- ~-- .~ 0 e BROWN & ROOr, INC. FROCEDURE EFFECTIVE ,n.T. k CPSES NUMBER REVISION DATE PAGE m JOB 35-1195 CP-CPM 6.9G 6 7/10/84 9 of 20 8. Entry of QC holdpoints. Make entries as noted on the "ASME Inspection Requirement Matrix" (Table 6.9G-1), as noted by ASME Section III Code Class and Piping Category or the component Support Inspection Matrix (Table 6.9G-3). Enter weld umbers as applicable adjacent to the applicable sequence on the MWDC. NOTE 3: For dissimilar metal shop welds, PT is required on both the root and final weld surfaces. Buttwelds shall be 100% RT'd. NOTE 4 : For branch connections, any additional NDE shall be as required by Note 4, Table 6.9G-1. NOTE 5: Use one space for each type of NDE required. NorE 6: Holdpoints are denoted with a check " Inspection points with an "X". "WT" inspection ~ ,.O points shall be as required by the PWE and indicated with an "X". CON. (Construction) holdpoints shall be as defined by the PS. NorE 7: Required Tol'dpoint and inspection point operations i shall be performed by the group defined on the WDC or RPS in the order shown from left to right (i.e., if an operational sequence requires WI and QC 4 holdpoints, the WT inspection shall occur before QC inspection). t NOTE 8: Delta ferrite checks shall be performed as required by Appendix 6.9D. NOTE 9 : Line, drawing no., weld no. (s), and fabrication code and class entries shall be made on WDCs and MWDCs, as applicable. NOTE 10: Upon acceptable completion of the WDC(s), the j individual reviewing the above entries shall denote " Review" immediately below the last operational sequence and sign and date in the "WE" column. 3 i-For BOP WDC's a line may be skipped. i 9. When more than one WFML is needed to complete work required by a WDC, MWDC, RPS, etc., the addition of WFML's to the 3 Document Package shall be denoted on the front of the WDC, i ~J.) MWDC, etc., and the WFML's shall be nebered at the top of l the form. CP-CPM 6.9G R. 6 DCN #1 08/31/84 Sheet 2 of 2 W W"% - e p -6e mm @ w + a--e=1
I t. ~. I BRCWN & RCCrf. INC. INSTRUCTION EFFECTIVE m ^ CPSES NUMBER JOB 35-1195 CP-CPM 6.9G 6 7/10/84 1( of 20 3.2.1 Pre-established Repair Sequence (Optional - In Process) 1. A pre-established repair sequence may be added at the direction of the PWE below final NDE. Signoffs for review shall be made below such sequence. Normally the pre-established sequence will contain the following opera tions: a. Excavate de fect. b. Perform Info PT. c. Evaluate excavation and attach a sketch to the WDC and return to Welding Engineering or the PFG for Unit 2. 2. In the event that this pre-established repair sequence is not used, all steps may be marked N/A by the PWE in the " Inspection Results" column. 3.2.2 The WDC shall reflect the revision and ICN's which are current N-at the time welding is started. Revision changes which . occur after welding has started, but prior to completion of the item, will be documented on the kTML. 3.3 REPAIR PROCESS SHEET Welds requiring revelding which were rejected after final inspection, all " major" repairs, and all base metal repairs requiring welding sball be documented on the RPS, Figure 6.9G-4 (or continuation sheet). The RPS is normally reproduced on the back of the WDC.. Specific requirements by classification of repairs are given in Appendix 6.9D, Section 3. Before defining each repair operation sequence, the repair type shall be defined (i.e. Base Metal Repair, In-Process Repair, Cosmetic Repair, Major Weld Repair). The applicable repair operations shall be establiehed and approved before proceeding with the repair work. NOTE 1: For socket, component supports, and pipe butt welds using the MWDCs and WDCs, the first repair sequence may be defined for each weld before initial issuance ~ of the card. Should the repair not be required, the appropriate signoff areas are marked N/A by the cognizant QC Inspector or WT and initialed and v dated. W
O BROWN & R00I, INC. ' PROCEDURE EFFECTIVE 'A CPSES NUMBER REVISION DATE PAGE JOB 35-1195 CP-CPM 6.9G 6 7/10/84 11 of 20 NarE 2: The repair work and the inspection holdpoints on the RPS must be totally completed (signed) by the QC Inspector. When the repair is complete and the RPS is signed,' work may continue to the next sequential step on the front of the WDC or MWDC. 1. The rejectable operation identified on the front of the WDC is marked "U" for unsatisfactory and signed and dated by the QC Inspector before continuing to the RPS operational repair sequence. 2. Each major welded repair (excluding in-process welds) shall be nebered consecutively as R-1, R-2, etc. This shall be stated next to the repair type before the first operational step. Operation designations shall be " operation neber" of the rejectable operation on the front of the WDC suffixed by an A, B, C, etc. In-process welds will be sequentially ntsnber IP-1, IP-2, etc. 3. Should an operati6nal step result in a rejectable V) condition that cannot be considered an in-process repair, - then one shall be added to the repair number and this shall be affixed prior to the next operational sequence, i.e.: i R-1 Major Weld Repair 7A Crind de fec.t _,, 7B PT excavation 7C Fill per WPS 880.23 7D Crind for NDE inter-g.g.. 7E Perfo ra. final RT.."U" 7F Remove Purge Dam N/A; R-2 Major Weld Repair 7A Grind defeet -) 7B PT excavation 1 7C Fill per WPS 88023 4. In a given operational sequence, steps that are not to be used may be marked "N/A" in the Inspection Results section by the PWE. 5. Upon completion of a given operational sequence, work shall proceed to the next succeeding step on the front m of the WDC-i.e., Step 7D is the last operational step which includes signoff for required final NDE. in- .-n e.
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m. s O~ BROWN & ROOI, INC. PROCEDURE EFFECIIVE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 CP-CPM 6.9G 6 7/10/84 12 o f 20 On the Weld Data Card, Step 8 is the next step after signoff of the required NDE, as required by the last step on the RPS. 3.3.1 Required Approvals Base metal repair - ANI, WE," G&H Major weld repair - ANI, WE In-process repairs - WE Cosmetic Repairs - ANI, WE Approval signatures and dates shall be affixed in the appropriate coltsan of the RPS directly below the last operation step defined. On MWDC's, sequences for several welds may be defined before affixing of approval signatures i at the end of the last operation defined. The PWE shall maintain a list of his designees authorized to approved doctanentation.' A copy of this list is to be provided to the Site QA Manager. A re' air ~ cycle shall be defined as operations on i . NOTE: p a weld after a rejectable code-required final NDE that results in either an acceptable or rejectable additional code-required final NDE. The repair utsaber on applicable RPS's shall be advanced only under these circumstances unless determined otherwise by' the PWE. 3.3.2 Repair Process Sheet Initiation The Repair Process Sheet shall be completed and verified as follows for repairs to ASME items: 1. The WDC Serial No. (where applicable), drawing no., and weld. no. shall be entered at the top right corner. For. component support applications, both the component support drawing utsnber and the applicable piping = isometric drawing number shall be provided. For base metal defects, the spool ntsnber shall be entered. .-o ] es } k e i u,.- n g .wi- _w, ,n.. --.,,O"e."WA~e*~ ,m ~......._.s..,.,- .,.-.~.--.,y v-- -.. -, - -,,... - -. _, _...,... +, -, -, .,-.m~
l-.._...-... - - - - - ~ BROWN & ROOr, INC. PROCEDURE EFFECTIVE p NUMBER REVISION DATE PAGE CPSES JOB 3. -1195 CP-CPM 6.9G 6 7/10/84 13 o f 20 3.3.3 Weld Metal Repairs 1. Required approvals, inspections and holdpoints shall be established as delineated in Table 6.9G-2, required examination, QC holdpoints, and approvals required for repairs to ASME Section III, Subsection NB, NC, ND. For Subsection NF, see Table 6.9G-3, Note 6, page 4 of 4. l 2. The Repair Process Sheet shall describe the defects, j including sketches or attachments (i.e., overlays) in order to adequately locate the defect (s) at a later date. 3. For veld repairs, if the original weld points were completed, verify that in addition to the weld repair requirements of the original weld QC hold points are as required by Table 6.9G1. If a delta ferrite check is required, verify that " Delta Ferrite Check" has been entered. 4. The repair cycle (the number of repairs to this weld) ,] .shall be noted. Requirements for more than two repairs 7 are given 'in Table 6.9G-2. ,~ j 5. If all items on the RPS have been acceptably completed, the originator shall" denote " Final Acceptance" on the line immediately below the last entry and sign date in the appropriate column. The applicable documentation shall then be transferred to QA for QA review /ANI review / j approval, as required. 3.3.4 Major Base Metai' R'epairs J ^ ~ .~ .C, ~ 1. Verify that the' required approvals have been made for base metal repairs by referring to Table 6.9G2. For compo nent supports, the applicable CSTP or HP number shall be entered. 2. Enter / verify that the WPS to be used is acceptable for. the material and the type of weld to be made, and that the " Weld Filler Material Required" where shown is as ) specified on the WPS. e e ,,/ rrrr m w ~ .. m.
. - = -.. - .. ~.- O BROWN & R00I, INC. ~ PROCEDURE EFFECTIVE N CPSES NUMBER REVISION DATE PAGE i s. j. JOB 35-1195 1# i CP-CPM 6.9G 6 7/10/84 14 of 20 t j 3. If post-weld heat treatment is subsequently required, enter / verify that the time cnd temperature requirements have been entered and that a "PWHT Checklist" (Figure i. 6.9G-3) is attached. 4. Establish the required QC holpoints and approvals required on the RPS operation sequence, and the NDE requirements of Table 6.9G-2. 5. Establish the " Repair Cycle No.," the number of the repair to be made is entered. 6. Verify that the sketch or overlay attachment is adequate to find the repaired defect at a later date.
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Establish that spaces for delta ferrite readings have been established where applicable for S/S materials. (See also Appendix 6.9D, Section 3.18.) 8. If all items above have been acceptably completed, the originator shall sign and date the " Weld Engr." approval l~ "c olumn.' ~~' 4 9. Review and modify an applicable MRS, HP, and CSTP for f required items such as described in Section 2.8 of this ]~ Appendix,and concurrently with the RPS operational j-sequence. Review and approval of the RPS operational sequence 'shall be-as required by Section 2.6 and 2.7 )- j. of this, Appendix.. L. [c Base metal repairs that are not associated with a weld..or weld metal repa1rs that are necessary after the original ^ doctanentation is coniplete and/or ~ unavailable, shall be d: defined on an RPS-on the back o'f a WDC. The' WDC shall be - completed as to all applicable items and the " production [. release" section mark.ed N/ A or crossed out. QC should utilize' the pre-printed spaces -M&TE, NDEP, etc. The RPS shall be completed on the back defining the repair sequence and requirements. ~ Base metal repairs associated with a weld having a WDC (such as weld end prep repairs) may be. completed as part of the repair li sequence on the RPS for that weld. 1 .J i. i: _ _ _, _ _. _... _ _ -,. 1. _ - -.,
,,_a, -...-..-.--.a--- I i BROWN & ROOr, INC. PROCEDURE EFFECTIVE q NUMBER REVISION DATE PAGE I N CPSES JOB 35-1195 CP-CPM 6.9G 6 7/10/84 15 of 20 3.4 TEE MANUFACIURING RECORD SHEET A MRS (Figure 6.9G-5) is shop traveler for ASME Section III piping subassemblies and for modifications to Code-certified pipirs fabrications. (The MRS is not required for component supports or field welds.) A MRS shall be initiated for all pipirs subassemblies to be fabricated and is routed with the WDC's for any welds to be made as part of the documentation package. The boundaries of a subassembly shall be field welds, flanges, or threaded connections, unless otherwise noted. For socket welds documented on the MWDC, the MRS on the back of the card (as shown in Figure 6.9C-2) may be used or a separate MRS may be attached. (For component supports, the MRS may be used as a Bill of Materials.) Subassemblies composed of screwed fittings also require an p. MRS. q The MRS shall be completed as follows:
- 1.. Enter all applicable identification information (drawing revision, line, composite, subassemblies, or component support numbers).
2. Complete 'the Bill of Materials on the MRS or the back of the MWDC from the construction dravirg for,. item, quantity, size, schedule / rating, material specification, and type or grade. Other items are completed in the field. '.. 3. For a MRS where a Code-certified item is to be modified, the Bill of Materials shall be completed as above for the items to be added or deleted. 4. Every attempt should be made to install pipe exactly on locatio n. However, when this cannot be accomplished, Code-certified items may be shortened in the field to permit fitup and installation provided the following conditions are satisfied: 4 ,-~r-* %J m_ C...,,._.
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_ _ _ -. -.=. 2 . p BROWN & R00I, INC. PROCEDURE EFFECIIVE .,, m. CPSES NUMBER REVISION DATE PAGE JOB 35-1195 CP-CPM o.9G 6 7/10/84 16 o f 20 a. No shop welds are altered or cut; b. The final workits point dimensions are maintained 22 inches for Unit 1, 2 and Common building, of the dimensi~ons specified on the drawing (reference i by CPM-6.9E, paragraph 3.12.1); c. The final dimension after shortening will be verified on a modification MRS. A CMC is not require.d to perform such modifications. Modifi-cations in excess of tolerances and/or those cutting shop welds, shall require GC's and modification MRS's. The cutting of field welds will also require a GC. NOIE 1: Modifications to Code-certified items resulting from design changes or a change in weld numbers require a drawing revision, or GC to permit such modifications. ^,> p C, NUEE 2: When final dimensional inspection for piping subassemblies was completed after July 20, 1979, cleaning.and packaging was not a required QC holdpoint and need not be inspected. The QC Inspector shall note such hold points N/A and initial and.date. NorE 3: Iny i::arking. falling within the allowed mo,dification area shall be transferred prior to the nodification. .The MRS is routed with associat'ed weld data cards for surveillance / review 'asidelineated in Section 2.6' sad 2.7 ~ i. '....* C L ':L.... i above. ~.. e.. 3.5 THE COMPONENT MODIFICATION CARD The GC's shall be issued and controlled in accordance with applicable TUSI procedures. Upon receipt, the GC shall be reviewed and appropriate action taken as :follows. NOTE: Except for ASME Class I applications, GC's to add or delete materials or welds, within the original design, for welding problems, misfabrication or misaligment, may be issued by Welding Engineering. 4i .m e 1 i 1 l l 0
1 i - - - - ~ ~ - - - -. =.. - - - . 2. BRCWN & R00r,' INC. INSTRUCTION EFFECTIVE r" ? REVISION DATE PACE CPSES NUMBER y'.. - JOB 35-1195 CP-CPM 6.9G 6 7/10/84 17 of 20 3.5.1 Documentation 3.5.1.1 Weld Data Cards 1. Where a shop weld on a certified piping subassembly is to be cut, issue a modification MRS with a step added to c6nfirm joint removal. The associated WDC's may be issued concurrently. If the subassembly has not been certified, the existing MRS may be revised and reapproved as described in Section 2.6 above. Revisions to Hanger Packages shall be in accordance with procedure CPM 9.10 and with WDC's added or deleted as described in this sectio n. 2. The cognizant welding technician will verify any required weld removals on the MRS. When an MRS is not required, as in the case of field welds, this verifica-tion shall be made by the welding technician signing or initia11ng the applicable hold point on the WDC. NarE: The PWE may stamp " VOID" on original WDC's in lieu -r (,. ..r.__.. -- r of QCR when the docunentation is available. 3. Upon issuance of associated WDC's, the mc number shall be entered on the card. 4. If all welds on the cards are " VOID" and not precently in the Records Vault, they shall be :ransmitted to QA or to the PFC if Unit 2, in accordance with CP-CPM 7.1. 5. If all tields on cards are not affected the card may be used for further production use. EXCEPTION 1: WDC's for BOP applications shall be controlled and processed as noted above with the exception that they are forwarded to the BOP Inspection Croup for the docunentation file. ' EXCEPTION 2: CMC's affecting BOP welds listed on weld data sheets shall be filed with the approriate drawing and all appropriate corrections made on the associated ~~ Weld Data Sheets prior to turnover. i .A1 a W
BROWN & R00r, IF., PROCEDURE EFFECTIVE 'p' NUMBER REVISION DATE PAGE 'c j CPSES ~. JOB 35-1195 CP-CPM 6.9G 6 7/10/84 18 o f 20 3.5.1.2 Verificatio n Concurrent with the above activity, the following verifica- ~ tions and/or actions shall be taken/make by Welding Engineering: 1. Verify that the CMC is completed for line neber, drawing ntsaber, and weld ntsnbers and that all instructions and sketches are clear. 4 2. Verify that the necessary approvals have been made ^ using a CMC. REQUIRED: Site Engineering 3. Where Westinghouse supplied equipment is located adjacent to the weld to be removed, approval by an authorized W, representative is also necessary (the " Owner's Agent"). 3.6 DOCUMENTA ION ACTIVITIES DURING FABRICATION / INSTALLATION _a N L. The craftsman making the weld fit-up shall enter th_e ~ heat utsaber of the base materials to be joined on the 8 applicaole wuc. When subassemblies are to be joined, 9 e N,g) ~ ~ usceso111ty shall be verified through the use of the ' T 7 f {s' subassembly.are welded together and an MRS is used, traceability shall be through entries on the MRS is used,' traceability shall be through entries on the MRS. In esuch instances, the heat number block on the WDC may be marked "N/A". - When a valve or other equipment is to be' joined, the serial number of the item may be entered in place"of i k heat utsaber. t l '.C For component supports, verification' of materials shall be made on the MWDC, MRS or MIL (Figure 6.9C-7). NOTE 1: An Inspector verifies that the materials t used and the heat numbers entered are correct _ i-at the time of first inspec t io n. For u m. h))t) <b, Fabrication activities, these verifications shall be made by the QCI; for BOP, the CIT. NOTE 2: When piping subassemblies or other code-stamped items are joined, the subassembly serial no. shall ( be recorded in lieu of the heat number. f'$*g l g ( 2w r i 1 ._p**- ..~m,. .._o
p BRCWN & ROOr, INC. INSTRUCTION EFFE IVE m, CPSES NUMBER s. JOB 35-1195 CP-CPM 6.9G 6 7/10/84 19 of 20 NOIE 3: For Class 2 and 3 component supports and Class 1 standard items, the heat number block on the MWDC D U MRS or Bill of Materials may be marked "N/A". ,( m. \\ ~ Entries shall be made in the WFML during the welding r 2. procees as defined in Appendix 6.9B. 3. When weldirg austenitic stainless steel, the weld interpass temperature shall be checked by the craftsman after each pass has been completed around the entire pipe joint. 4. When M&TE is useEl to perform inspections, the QC Inspector shall enter the M&TE number and calibration due date in the space provided on the WDC or MWDC, and initial and date the entry. 5. Certain austenitic stainless steel welds shall be required to be measured for delta ferrite content. The measurements shall be accomplished by the Wr who shall record the four readings in the space immediately to the c-right of the NDE procedure / revision designations on the WDC. If the readings are within the specified require-ments, he shall sign and date the applicable operation (see Appendix 6.9D, Section 3.18). Upon completion of all work required by the documenta-tion, the MRSs and WDCs, and associated documentation shall be routed to the WE or the PFG if Unit 2 per CP-CPM 7.1. Upon receipt, the WTC shall review as noted, weld document.ation for completion. If acceptable', " Final Acceptance" shall be written on the front after the last operation step defined and the WE column shall be signed and dated and ASME documentation transmitted to the PFG for review, approval, and certification, and the IRV for storage. Unit I doctanentation will be sent to QA Review and then the PPRV. For BOP WDCs, the MDS shall forward the completed cards to the BOP Inspection Group for approval. 1 For component supports, upon completion of the hanger, the Craft shall return the Hanger Package to Welding ^ Engineering for final revietr. After final review, the Hanger Package will be retu(ned to the craft for final inspection by QC and subsequent transmittal by QC o f the accepted Hanger Package to the Permanent Plant Records Vault. Unit 2 documentation will be processed 'm - V per CP-CPM 7.1. i
~ -_..-l-a- - - - - ~ ~ ~ ~ ~ -' -- e l BROWN & R00r, INC. INSTRUCTION EFFECTIVE !o REVISION DATE PAGE CPSES NUMBER j_ JOB 35-1195 CP-CPM 6.9G 6 7/10/84 20 of 20 3.7 NONDESTRUCTIVE EXAMINATION DOCUMENTATION REQUIREMENTS 1. NDE Report forms shall be completed for NDE performed on Non-ASME safety-related items, " Info" NDE, RT and UT examinations, and unsatisfactory VT, PT and MT inspections in accordance with the NDE Procedures Manual. For sati'sfactory PT, MT and digital thickness UT, a NDE report is required. 2. For welds that use WDCs or MWDCs, the followin;; informa- ~ tion shall be recorded. a. The NDE procedure and revision to which the examination was performed. b. The inspection results (i.e., "S" Satisfactory, "U" "Unsatis fac tory). c. The inspector shall verify that the fabrication code / acceptance standard was correct for the examination performed. (.
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w BROWN & ROOTe INC. PROCEDURE EFFECTIVE CPSES NUMBER REVISION DATE PAGE 3 JOB 35-1195 CP-CPM 6.9G 6 7/10/84 4 of 4 TABLE 6.9G-1 ASME INSPECTION REQUIREMENTS MATRIX CTts: 1. For dissimilar metal stop welds the root and final weld surfaces shall be liquid penetrant examined and 1005 RT ts required for butt welds. 2. Final MT. PT or RT required for buttwids geester than 4" (NC5212). 3. For P-1 materials. PT may be substituted for NT (MS-435,1.10.2 (a). For socket wlds. PT will normally be performed. 4. Full penetratics tutt and corner welded branch and piping connections shell require final NCE as follows: s. Class one weldsents greater than 4" recuire RT and NT cr PT. b. Class one weldments ecual ta or less than 4* re4Jf re MT or PT.
- c. Class tw weldsents greater than 4" reautre RT.
4. Class tw equal to or less than 4* require MT or PT. ~fCTE: MT or PT is reautred externally, and when accessible. f aternally. (MS 5242. 5243. NC 5242). 5. PWHT required for P-1 matarials as reautred by A5ME 5ection !!!. If PWHT is required. use WP511012 (MS-100 4.33.6). 6. Required for wrt falling within the scope of MS-100 only, and in t accordanca with other notes (MS-100 2.1.21 7. The delta ferrite check shall be accomolf shed by a welding tech-nician and surveillance over such operations shall be perfcrmed as follows by the establistment of a OC hold point for delta f ar-rite: Class 1 weldzents ICC QC hold point. Class 2 & 3 weldsents los randon QC hold point. Selection of inscoction (WT) and OC hold points and thefr disposition shall be in accercance with M5-100. Paragraph 4.34.6. For welds which have been exsected from testing by the provisions of CP-CPM 6.90 paragrash 3.18.4. QC hold points may be marted "M/A* by the Project Welding Engineer. i f S. All Code Class 1 & 2 weld and preoaration surfacte 2* or mort fn thickness shall te amasined my the magnetic particle er 11ould penetrant method (N85130. NC5130). 9. Purge Can Asnoval recuired fer ffeld welds where purging is recutred by the applicable WPS.
- 10. For Class 1 welds defined in ASMt Sectica !!!.'NS4360. (Scecially Cesigned Welded Seals) perfore MT or PT on the firial weldsent sur-face (N85271) and other.TE as for a fillet weld to PSC 2501. Class One. (NOTE: CTt39 Welding)
?CTE: WT ar.d QC held points may te on a survelliance or other systes other than the WCCs at the option of the PWE or site GA Manager. ~
- 11. The final pass of all pressure boundary welds and finished machined surfaces of all hardfaced areas shall te PT amasines (MS-425).
- 12. In addition to sardatory hold pofnts. Welding Engineering may add addi-tional QC hold points wnere desned necessary.
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t ~ BROWN & ROOT, INC. PROCEDURE EFFECTIVE CPSES NUMBER REVISION DATE PAGE I !oh JOB 35-1195 CP-CPM 6.9G 6 7/10/84 1 of 2 TABLE 6.9G-2 Required Examination, QC Hold Points and Approvals Required for Repairs Repairs Y Repair Completed Required w { Cavity Repair Approvals { i u o j g' ; VT PT MT RT VT UT PflE PWE ANI G5H Base PT MT Metal g gg g g H .5 Defects y y a m (1) Re-pairs 9 not re-0 5 1 2 X X 7 quiring X X welding (2) 1.ess 4 1 10 10 9 e than 10% z X X X X X X X X 7 or 3/8'. 5 1 4 1 10 10 9 below w min. wall W X X X X X X X X X X 7 (3) 4 1 10 10 9 creater g than 10% X X X X X. X X X X 7 or 3/8" 5 1 4 1 10 10 9 below e Min, wall W X X X X X X X X X X X 7 Weld Fepairs (1) Mi-1 2 nor re-X' X pairs X X X X ~ .not re- ~ quiring welding 8 8 -(2) Ma-3 4 4 4 6 6 jor.re-m pairs X X X X .X X X X X 3 Code Stamped 9 Parts Appur-X X X X 3 tenances ,/ e ~
BROWN & ROOT, INC. PROCEDURE EFFECTIVE ~ CPSES NUMBER REVISION DATE PAGE O( t. JOB 35-1195 CP-CPM 6.9G 6 7/10/84 2 of 2 TABLE 6.9G-2 i Required Examination, QC Hold Points and Approvals i Required for Repairs 1 REPAIR CHART NOTES: 1. Mr may be substituted for PT where applicable. 2. When it is not possible or practical to examine.a possible minimum wall violation through UT measurement, Mechanical measurement of wall thickness may be substituted. ~ 3. For code stamped or certified items, the repair or modification of items which fall within the scope of Brown & Root certificate of authorization a manufacturer's approval is not required. For items which fall outside such scope, repair shall be with the approval to the specifications of, or by the manufacturer. i 4. The examination of repairs shall be repeated as required for the original item except that repair'of defects originally detected by MT or PT methods when the repair cavities do not exceed the lesser ' of 3/8" or 10% of the nominal thickness need only be re-examined by an MT or PT method. If the repair cavity exceeds the above, RT is required. f 5. PT is required for Class I components only. All other component classes shall receive a VT of the cavity. 6. Required for mare than 2 repairs to stainless steel welds. 7. Repair situations which fall outside the scope of this matrix shall be analyzed as per job specification and code requirements and dispositioned accordingly. 8. Owner Engineer approval is required to repair excavations. over 3" ~ in length with the open butt welding technique to welds where a consumable insert was used to complete the root. W approval is -required on items furnished by W. 9. 10. Base Metal repairs requiring Owner Engineer aproval: A. Arc strikes on item other than piping in the field violating minimum wall. B. Base Metal repairs exceeding 25% of the pipe diameter in length C. Weld End prep repairs exceeding 3/8" in depth. D. Minimum Wall violations to piping. For pressure tested piping f: where the violation exceeds 10% or 3/8" the approval shall be (U obtained on an NCR. blemum i i.--. E%. .m m
l l BROWN & R00I, INC. PROCEDURE EFFECIIVE O CPSES. NUMBER REVISION DATE PAGE \\.' T L JOB 35-1195 CP-CPM 6.9G 6 07/10/84 1 of 4 TABLE 6.9G-3 INSPECTION REQUIREMENTS FOR COMPONENT SUPPORTS FIT-UP C1. ASS TYPE C1ZANLINESS P9FHEAT VT PT/NT RT UT PWHT I NF5211 Full Penetration Butt (2) (7) X X X X X 0) (4) Plate 6 SheLL Full Penetration (2)(7) X X X X X (3) (4 ) Double Fillet Welded lap (2) X X X (3) (5) Full Fittet Welded Tea (2) X X X (3) (5) ! NF5212 Full Penetration (7) (2) X X X X X 0) (4) Linear Type Full Penetration Tee & Corner (2)(7) X X X X X (3 ) (4) Full F11Let Welds (2) X X X (3) (5) All Other Wolds (7) (2 ) X X (5) I NF5213 Full Penetration Butt (2) X X X X (4 ) Component -- - S ta ndard Fillet Welds w/ Throat Die !" (2) X X X (5) Support ALL Other Welds (2 ) I (5) 'O + II NF5221 Flate & Shell Full Penetration Butt (2)(7) X X X X (4) Fult Penetration Groove (2)(7) X X X X (4 ) i Double F1 List Welded tap (2) X (5? Full Fittet Welded Tee Joint (2 ) X (5) Other Walde in Primary Nesbere(2)(7) X (5)-- ALL Other Welds (2) (7) X (5) III & NC NF5222 Full Penetration Butt (2) (7) -X X (4) III NF5232 Fult Penetration Tee Welds (2) ( 7) X X (4 ) AL L Fille t Walde(Z) X (5) ALI Other Welds (2) (7) X (5) II & NC NF5223 Full Penetration Butt (2) (7) X X (4) Class III NF5233 Fillet Welds (2) I (5) All Other Welds (2) (7) X (5) III NF5231 Full Penetration Butt Welds Plate & Shell Exceedina l I/2" in Thickness (2) (7) X X X (4) All Other Welds (2) (7) X (5) Wore Refer to Fase 3 I(NOIIS) for those numbers that are in parenthesis. e ' ~j .. - ~. -. ~ CP-CPM 6.9G Rev. 6 DCN #2 09/25/84. Sheet 3 of 3 7 --eug--
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BROWN & ROOT, INC. PROCEDURE EFFECTIVE CPSES NUMBER REVISION DATE PAGE (D e - JOB 35-1195 O CP-CPM 6.9G l 6 7/10/84 3 of 4 TABLE 6.9G-3 NOTES ~..._._._, _ 1. Purge is not required if wall thicknris of pressure piping exceeds 1/4" thickness. Where purge.is required, a hold point for purge dam removal is also required. 2. Modification data cards for attachment welds to piping systems which have been pressure tested shall be noted as to the maximum size weld that can be made in accordance with the following criteria: the welds shall be restricted to fillet ' welds not exceeding 3/8 inch throat thickness and to full penetration welds attaching materials not exceeding 1/2 inch thickness; the welds shall not exceed a total. length of 24 inches for fillet welds or 12 inches for full penetration welds. 'O rartiai.penetre. tion weids shaii be subject to the same size requirements as fillet welds. ~ ~~ ~ In those cases where the design change document specifies a weld size in-excess of that described above, or when 'the added welds will require PWHT, Welding Engineering shall indicate "reh)dro required" on the M10C and + present the card to Quality Engineering for review and signature. 3. When the results of radiograph 9 are not meaningful, ultrasonic examination shall be performed. In addition, the adjacent base material for at least 1/2 inch on each side of the joint shall, be examined by either MT or PT. When neither of the above requirements can be met, the welds including the adjacent base material for at least:1/2 inch on each side of the weld shall be examinect by either F "+ PT. s 4. Full penetration welds 'a 7 ce rial ove'r 1-1/2" requires Post Weld Heat Treatment. y ~ 5. Fillet and partial penetration welds in P1 material over 1-1/2" with a throat thickness or groove dimension over 3/4" require Post Weld Heat - Treatment'. = w (Continued ~ _1-
g. = _. BRCWN & R00r, INC. PROCEDURE EFFECTIVE g CPSES NUMBER REVISION DATE PAGE 3, n ~' JOB 35-1195 CP-CPM 6.9G 6 7/10/84 4 of 4 TABLE 6.9G-3 NOTES (Cont 'd) j6. Inspection Requirements for Repairs to Component Supports .t Repairs that require welding will be reinspected with the l A. original NDE method that detected the de fect. The cavity does not require inspection. i B. Elimination of surface defects by grinding, that do not require } welding, will be examined by MT or PT after blending. l C. Base metal repairs will be examined. in accordance with the material specification for the material af fected. Base metal repairs made by welding shall be built-up a minimum of 1/16" above the surface and shall be ground flush with the surface after welding. This note is to be added to all Base Metal Repair Process Sheets. / ; 7. For full penetration welds where the SMAW process is used to deposit _ the root and is subsequently background or chipped to sound metal before k# depositing weld metal on the second side, the cavity shall be checked visually before weldits can commence. 1 i - m...,.-...,.. ,_p i e .e-t 4 a 6 e
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- 1. Jofat Preparatton Pre-ishI visual examination ccupleted (If acceptable, a.
sign WDC hold point) b. Cleanliness (all patat diet, grease. oil, and other foreign settee removed from heeted areas) c. Adewate insulation (required type thermal tasulation sia. of four pipe diameters or 24 faches. whichever i is less, to each side of we)d joint) d. . Protection against internal draf ts (open ended pipe capped,etc.) Thermocouple placement (placement as per procecure) e. Thermocouple 1.0. f. Temperthre recording trstrumentation Ins t.f Calibration Cate [nst. f Calibration Date i_ 3 Yalve preparation (valve in prs;er pcsttton. dissembled if necessary) (. Date QC/ Inspector $lgnature 8
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b. Final visual examination c. Is the PWT chart attached to the appifcable Weld Data Card? d. NT or PT of reeval area for Class 1 and 2 corvonents Cate QC/! aspect.se $1gnature E: All results util be answered Sat (/). Unsat (1). not app 1tcable (M/A) unless otherwise noted. Unsat answers will require a close out in the *Cessments* section. Coc(NTS i +- I --mm.e-w
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~ -.4 i 0 BROWN & ROOT, INC. PROCEDURE EFFECTIVE CPSES NUMBER - REVISION DATE PAGE l (j JOB 35-1195 CP-CPM 6.9G 6 7/10/84 1 of 5 .._ _,,_, SUPPLEMENT 6.9G-1 OVERVIEW OF WELDING DOCUMENTATION REQUIREMENTS ~ v. INITIATED PRIOR TO JULY 20, 1979 II.0 INTRODUCTION This supplement defines requirements for weld documentation issued before the release of ICN 10 to CPCPM 6.9, Revision 0. It shall be used in conjunction with Appendix 6.9G of this document. Obvious requirements for documentation completion have been omitted. 2.0 GENERAL 2.1. ABBREVIATIONS 1. CSWDC Component Support Weld Data Card 2. RDF Resolution 'of Defect Form 3. WDC(SW) Weld Data Card for Socket Welds ') _ n. -. _ _ _ j ;. .m. 4. WORC Weld Data Repair Card 2.2 TERMS / DEFINITIONS l 1. Component Support We'1d Data C'ard - A form used to document welds made on "NF" component supports. 2. Resolution of Defect Form A form used to document welded repairs made to base metal. I 3. Weld Data Card (Socket Weld) ' A form used to document socket or permanent attachment welds,. 4. Weld Data Reoair Card This document is the same as the Weld Data Card except the card shall delineate only those appli-y cable requirements associated with the repair of a specific weld joint already controlled by a WDC. 3.0 DOCUMENTATION ~ DOCUMENTATION FOR ASME WELDING, FABRICATION / INSTALLATION ACTIVITIES 3.1 A WDC (SW) for ASME welds are limited to socket welds and in-1. tegral attachnent welds on, the same drawing, subassembly, and No more than one WPS, with a maximum of three welds per card. piping subassembly or isometric drawing (for field welds) shall c., be represented per WDC (SW). (/ 2. The CSWDCs shall be issued for welding component supports and combined into the CSTP F N2 ~ T~~~ ~.-. : : 2 3E E
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a BROWN & ROOT, INC. PROCEDURE EFFECTIVE CPSES NUMBER REVISION DATE PAGE bQ JOB 35-1195 CP-CPM 6.9G 6 7/10/84 2 of 5 i SUPPLEMENT 6.9G-1 I --e Routing of Documentation (ASME) 3. The WDC(s), RDF(s), and CSWDCs in CSTPs shall be controlled j by the FWTC substations. A logging system shall be maintained indicating the status and the responsible group for all documentation. The CSTP(s) is logged and transmitted to the FWTC by WDCC.
- 4..Upon completion of all work r; equired by the documentation, the MLS(s), WDC(s), CSTP(s),:.and associated documentation shall be routed back to the WE. Upon receipt the FWTC shall review all weld documentation for completion. If acceptable the " Final Acceptance (WE)" block shall be signed and dated and ASME documentation transmitted to QC for review, approval certification, and storage.
3.2 DOCUMENTATION OF BOP WELDING, FAdRICATION & INSTALLATION ACTIVITIES (, ) 1 TiieWDC(BOP)maybeusedto;documentweldingactivities. 1. 2. The RDF may document repairs to weld joints or base metal requiring repair by' welding for B0P piping and structural' ites. 3.3 FIGURES 1. Cert.ponent Support Weld Data Card t 2. Weld Data Card (Socket Wclds) i I i-3. Weld Data Card 4. Weld Data Repair Gard i ~ 5. Resolution of Defects j i: e. 0 we ammumme.ee
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o RIGCO ENGINEERING DIVISIpN INSTRUCTION REVISION ISSUE PAGE // / DATE N ~ / CONTIOLLD W. / CP-EI-4.0-1 12 07-12-84 1 of 8 .( DESIGN AND DESIGN VERIFICATION CONTROL EUR PREPARED BY, D o Q.*_ h j PIPE SUPPORP DGINEERING bl / /
1.0 REFERENCES
1-A CP-EP-4.0 Design Control 1-B CP-EP-4.5 Design Verification 1-C Pipe Support Engineering Guidelines 1-D CP-EI-4.0-13 Control of Stress Analysis for Pipe Support Engineering 1-E CP-EI-4.0-54 Engineering Instruction for Pipe Hanger Engineering Data Report 2.0 GENERAL 2.1 WRNSE To define the organization and task functions within Pipe Support Engineerirg (PSE). Sese guidelines and controls are established to ensure the design of pipe supports is perforred in accordance with existing project directives, and in compliance with a;plicable codes, standards, and specifications. Eis instruction shall identify the r specific means by whicf1 the provisions of Reference 1-A and 1-B are inplemented. 2.2 SCOPE 21s instruction shall be implemented for design and design verification control activities performed by PSE; and activities within PSE affecting designs generated by other organizations. 2.3 RESPONSIBILITY 2e CPP Pipe Support Engineer (PPSE) is responsible for providing technical direction and administrative guidance to the Pipe Support Engineering organization and the general implementation of this instruction. Se Chief Engineer (s) has or have been delegated the responsibility for ensuring the specific implementation of the activities described herein. Where specific individuals are designated by title in this instruction, it shall be understood that designees may be delegated to act in that capacity. F01A-85-59 2.. -R-A list or log designating certain individuals to have approval or f design verification authority for specific d ts where applicable shall be raintained. 'Obh
f TUGCO ENGINEERING DIVISION INST 10CPION REVISION ISSUE PAGE I DPLTE 't CP-EI-4.0 1 12 07-12-84 2 of 8 ii( 3.0 PROCEDURE ll q. ] 3.1 DOCUMENT CONTROL 7-0 3.1.1 Control of Incoming Documents iji Incoming documents, such as drawings and specifications, shall be lI received by PSE clerks. Contents shall be verified and receipt shall l* be acknowledged. 3.1.2 Maintenance it j1 Design documents for which originals are maintained by PSE shall be ? filed in secured, fire-proof, controlled-accessed cabinets. Other doctanents shall be entrolled in accordance with established Iroject iJ document control procedures / instructions. 3.1.3 Distribetion by DCC 41 All entrol copies will be distributed by DCC with the exception of )- fire protection systen support details referenced per CPPM-80-782. These supports shall be transmitted to the Grinnell Fire Protection site representative by PSE and documented accordingly. Q 3" 3.1.4 Drawing Control
- i e When mpies of drawings are obtained by PSE personnel, the mpy m.ist
}f be stamped with a stang similar to one of the following: ,.s l4 1. For office and engineering use only 2. For office and engineering only j <1
- t 3.2 DESIGN ACTIVITIES 3.2.1 Engineering Data n;
lh In-house engineering data shall'be developed and reviewed for ?, adequacy and accuracy by an engineering connittee appointed by the 1:1 PPSE e.xl is approved and issued by the PPSE as engineering guidelines (Reference 1-C) under internal controlled distribution. {. [, 3.2.2 Source of Piping Analysis Information 4 Support design shall be based on the appropriate support loads from the applicable piping analysis. The analysis output is obtained fran one of the following sources: ,4 (1) PSE Piping Analysis Group. 3 (2) Technical Services:
- L' (a) Gibbs & Hill Analysis Group (SSAG)
,.j (b) Westinghouse I-I. + l .eJ,
- i '.,
-N Y
TUGCO ENGINEERING DIVISION INSTRUCTION . REVISION ISSUE PAGE DATE i CP-EI-4.0-1 12 07-12-84 3 of 8 { 3.2.3 Hanger Engineering Data Report (HEDR) t Pipe supports within the building 2 as-built (I.E. 79-14) scope i shall utilize the HEDR form in accordance with Reference 1-E. 3.2.4 Contents of Design Documents Design cbcuments generated by PSE shall have sufficient design input I doctanentation (criteria, data, calculations, etc.) to allow a 1 consistent basis for making design decisions, acconplishing design i verification and evaluating design changes. I 3.2.5 A file shall be initiated for each (or group of) pipe support (s) by the appropriate engineer referenced by piping line number, support l nianber, or other reference assigned by the dief engineer. When couplete, the file shall contain a design package whis shall consist of: DHE-3
- a. Q:wer sheet
- b. Design verification sheet IEE-6
]
- c. Finished sketches IEE-4 i
- d. Calculation sheets DHE-5 1
- e. Check copies of drawings
- f. Conputer input / output sheets (if applicable) 3
- g. Final drawing (s) l
- h. HEDR input / output sheets i
- 1. Other documents as applicable, i
j Canputer sheets will normally be filed separately unless space permits maintenance with the design package. 1 3.2.6 The cxwer sheet, form IEE-3 shall be used for ead package. It shall be prepared by the design engineer. 3.2.7 Canputer analysis (including progransnable calculator programs) shall be reviewed for accuracy. 1 l 3.2.8 m en sketches and calculations are czmpleted, the engineer shall 4 initial and date the~" Engineered By" block of the cover sheet, DHE-3, l and initial and date each calculation sheet, IHE-4 and DHE-5. Check l copies of the finished sketches and calculations shall be made and i the pack.ge forwarded to an engineer authorized to perform design verification. l 3.2.9 men a subsystem has been ASME Code Stamped and/or turned over to 7tXKr, the calculation packages shall be transnitted to TNE by a controlled transmittal. Acknowledgement of receipt shall be obtained.- 3.3 DESIGN VERIFICATION 4 l 3.3.1 1he engineer performing this task may or may not be in the same group i as the engineer who performed the original design. The engineer ( shall rot; however, have been involved in the original design process or be in a supervisory position relative to the individual designated L EngineereB" on the cover sheet, IHE-3. The Design Verifier shall by "lize form DHE-6 as a guide for the verification process. j uti i [ -, - - - = - =. - -
17: =:= = m- ~ - -- - f ie 'IUGCO ENGINEERING DIVISION INSTRUCTION REVISION ISSUE PAGE DATE h CP-EI-4.0-1 12 07-12-84 4 of 8 c. i8"( 3.3.2 Corrections, as required, shall be indicated in red on the deck 1 copies of the calculation sheets and/or the sketch. Se package is [ given to the original engineer for incorporation of the changes onto i the original. Se package is returned to the design verifier for a i final deck who signifies completion by initialing and dating the j. original sketch, EHE-4;and ead alculation sheet, DHE-5, the check i copies for the finished sketch / calculations, and by initialing and j dating form DHE-3 in the " Engineering Check" block for finished sketches. Se package shall then be forwarded to the drafting group. 3.3.3 If no corrections are required, the design verifier shall signify 1j. coupletion by performing the signoffs indicated in Section 3.3.2. In +, some ases where miculations are not required, the deck copies may be deleted and the original signed off as indicated in Section 3.3.2. I 2e package shall then be forwarded to the drafting group supervisor, J for assignment to a drafter. 4 3.3.4 See Figdre I for the work flow. Se paragraph numbers on the work flow chart relate to applicable paragraphs in this instruction. i 3.4 DRAFTING CDtmOL i 3.4.1 Finished drawings of pipe supports shall be prepared in accordance p with the PSE drafting standards. + ) 3.4.2 Se drafter shall signify czmpletion by initialing.the finished drawing in the "DRWN" block. When drawings are coupleted and j, - initialed, the drafter shall initial and date the " Drafted By" block j for final drawing on form DHE-3 and forward the package for-checking. j'- { 3.4.3 2e drafting checker shall deck the finished drawings by making a line by line chedc on a copy of the finished drawing. All items checked are hi-lited and corrections shown in red. men drawings are !~ decked, the drafting checker shall initial and.date the check copy 1, and return the package to the drafter if corrections are necessary. If corrections are not necessary the package will be returned to the i drafting supervisor. !^ L 3.4.4 2e drafter shall incorporate all &anges marked in red ento the i final drawings, and return the package to the checker. i-j_ 3.4.5 2e drafting checker snall deck the final drawings to be certain j that all check print comments have been incorporated onto the final drawings. After checking each drawing the drafting checker shall i initial ea d drawing in the "CHKD" block. When all drawings are checked and initialed, the drafting checker shall initial and date i the drafting " Check By" block for final drawing on form EEE-3. Se drafting checker shall return the package to the drafting i supervisor. j-h' 3.4.6 he drafting supervisor shall return the package to the design { l. verifier performing tasks per Section 3.3. p. p l } ,4. _
- 7.2 :~.::::::
- ~~ ~ ~~ ^ ^ ~~ ^~
~ - ~ - - ^ ~ ~ ' f M TUGCO ENGINEERING DIVISION INSTRUCTION REVISION ' ISSUE PAGE DATE CP -EI-4. 0-1 12 07-12-84 5 of 8 4 3.5 FINAL VERIFICATICN OF COMPIEEED DRANINGS/ PACKAGE 3.5.1 he design verifier shall check the final drawings for accuracy and r initial and date form DHE-3 in the " Engineering Check" blodt for final drawing. Should corrections to drawings and/or amiculations l be necessary, the verifier shall return the package to drafting or i design engineer as applicable. De design verifier shall signify all corrections have been made by initialing and dating the deck l copies. 3.5.2 Final verification shall be acconplished by c:mpleting form DHE-6, for ead support with calculations, and signing and dating the j " Design verified by" block. Se design verifier shall then forward L the package to the lead engineer. 3 1 3.6 APPICVAL AND RELEASE FOR CDNSTRUCTION he lead engineer shall signify his approval of the package by ,I initialing and dating each final drawing and by initialing and f dating form DHE-3. L Drawing distribution shall be in accordance with Section 3.1. 3.7 REVISIOt6 'IO FINAL DRANINGS 3.7.1 Revisions shall be processed in the same manner as original design s b activities. Revisions shall be reviewed to ensure compatability i with the entire design package. Se design engineer shall assure j that all outstanding CMC's are dispositioned (voided or incorporated) during the revision process. 3.7.2 Revisions to drawings sich do not affect the design and require j no engineering evaluation may be made and doctmented by the use of form IEE-50 (Figure II). Bis form can only be approved by the i' - Chief or IAad Engineers. E 3.8 STRESS ANALYSIS PROCEDURES o F 3.8.1 Preparation of Stress Analysis ( 2e stress analysis package shall be prepared and design verified as described in Reference 1-D. m i V 3.9 WEIDED ATTACHMENIS 4 [ Special attention should be paid to any designs or design 6anges effecting welded attachments to pipe whid has been previously hydro-tested. According to the ASME Code, only the following b welding can be performed on previously hydro-tested piping without i re-testing: i 1. Full penetration welds for material tp to 1/2" thick for lengths blN
- WwFea throat ehickness t, eo 3f8 for 1eogths,me E
2. I to exceed 24". b L{. x
'IUGCO ENGINEERING DIVISION INb1mMsION REVISION ISSUE PME DATE CP-EI-4.0-1 12 07-12-84 6 of 8 3. Partial penetration welds with grooves up to 3/8" depth for lengths not to exceed 24". In the event welding is specified which meets or exceeds the above criteria (extracted from NB-4436), the drug. or design change shall include a note similar to the following: "NB-4436 WELD CRITERIA MET OR EXCEEDED." This note requirement shall not be retroactive. O e 6 f 9 8 i 171
- i f
11.1GCO DKIINEERING DIVISION INSTRUCTION REVISION ISSUE PAGE EATE CP-EI-4.0-1 12 07-12-84 7 of 8 t FIGIRE I WORK FIDid CIART ~ Design Engineer Design Verifier Final check, initial and date l24 Complete initial and date DME-3. check copies and form DME-3 in .m DHE-4, and DHE-5 enke copies of the "Eng. Check" block for final b sketches & calculations drawing. Complete design LLE verification by completing form w. DRE-6, print and sign name and date the " Design Verified" by 37 block. Design verifier [ c' # CY ~ Initial and date DHE-4 and each I /* Calc. sheet DUC-$. Initial and { j h. date OnE-3 in the "Eng. Check" block for finished sketches. N/ tf . c. 344 ta.itisi ar.d date eneck co"les i, g44 for finise.e4 sketch /cale:alatiwns. 1,eed Desita Signify approval of the package by initialing and dating final drawings and DME-3 in the approval block., 9 \\ = OK 1 U YES yy; e-a 9 Cleriaal Superviser Drafter Los design documents in. MComplete DRE-7. DME-12 ot DHE-24 distribute, esintain file. g *,
- Initial and date DEE-3 and initial e hfinished drawings.
G RELEASED l FOR Drafting Checker j, e O *. 9 Initial final drawings. Initial fy and date check prints and DEE-3 e... in the "drafring check" block. Nf1 CR e l i w
TUGCO DGINEERING DIVISICH INSTRUCTION REVISICN ISSUE PAGE EATE CP-EI-4.0-1 12 07-12-84 8 of 8 ( FIGURE II (TYPICAL) PSE DRAWING REVISICN REVIDi FORM COMANCHE PEAK SITAM ELECTRIC SIATION SUPPORT NO. The following changes made in revision i of the support drawing do not affect the design and require no engineering evaluation: The calculations for revision 'are applicable for this revision. ~ APPROVED: DATED: DHE-50 REV.0 l l n~~ u
IUGCO ENGINEERING DIVISICN INSTRUCTICN REVISION ISSUE PAGE DATE hFOh CP-EI-4.0-1 12 07-12-84 1 of 8 DESIGN AND DESIGN VERIFICATION S CONTROL EOR PREPAREDBY_,DaQ.a_k2/t<- j PIPE SUPPORT DK3IhT.ERING d'6th' APPROVED BY L/. d / /
1.0 REFERENCES
1-A CP-EP-4.0 Design Control 1-B CP-EP-4.5 Design Verification 1-C Pipe Support Engineering Guidelines 1-D CP-EI-4.0-13 Control of Stress Analysis for Pipe Support Ehgineering 1-E CP-EI-4.0-54 Engineering Instruction for Pipe Hanger Engineering Data Report 2.0 GENERAL 2.1 WRIOSE To define the organization and task functions within Pipe Support Engineering (PSE). These guidelines and controls are established to ensure the design of pipe supports is performed in accordance with existing project directives, and in compliance with applicable codes, standards, and specifications. This instruction shall identify the specific means by which the provisions of Reference 1-A and 1-B are implemented. 2.2 SCOPE This instruction shall be implemented for design and design verification control activities performed by PSE; and activities within PSE affecting designs generated by other crganizations. 2.3 RESPONSIBILITY The CPP Pipe Support Engineer (PPSE) is responsible for providing technical direction and administrative guidance to the Pipe Support Engineering organization and the general implementation of this instruction. The Chief Engineer (s) has or have been delegated the responsibility for ensuring the specific implementation of the activities described herein. Where specific individuals are designated by title in this instrL tion it shall be understood that e ee ma be del a ed to act in that capacity. A list or log designating certain individuals to ve approval or design verification authority for specific docume where applicable shall be maintained. i f~I l
ii TUGC0 ENGINEERING DIVISION INSTRUCTION REVISION ISSUE PAGE DATE CP-EI-4.0-1 12 07-12-84 2 of 8 3.0 PROCEDURE 3.1 DOCUMENT CONTROL 3.1.1 Control of Inccnino Documents Incoming documents, such as drawings and specifications, shall be received by PSE clerks. Contents shall be verified and receipt shall be acknowledged. 3.1.2 Maintenance Design documents for which originals are maintained by PSE shall be filed in secured, fire-proof, controlled-accessed cabinets. Other documents shall be controlled in accordance with established project document control procedures / instructions. 3.1.3 Distribution by DCC All mntrol mpies will be distributed by DCC with the exceptiod'of fire protection systen support details referenced per CPPM-80-782. These supports shall be transmitted to the Grinnell Fire Protection Site representative by PSE and documented accordingly. 3.1.4 Drawino Control When copies of drawings are obtained by PSE personnel, the copy must be stanped with a stanp similar to one of the following: 1. For office and engineering use only 2. For office and engineering only 3.2 ESIGN ACTIVITIES 3.2.1 Encineerino Data In-house engineering data shall be developed and reviewed for adequacy and accuracy by an engineering conunittee appointed by the PPSE and is approved and issued by the PPSE as engineering guidelines (Reference 1-C) under internal controlled distribution. 3.2.2 Source of Pipino Analysis Inforfration Support design shall be based on the appropriate support loads from the applicable piping analysis. The analysis output is obtained frcm one of the following sources: (1) PSE Piping Analysis Group. (2) % chnical Services: (a) Gibbs & Hill Analysis Group (SSAG) (b) Westinghouse ,p.. e
J 'IUGCO ENGINEERING DIVISION INSTRUCTION REVISION ISSUE PAGE DATE CP-EI-4.0-1 12 07-12-84 3 of 8 3.2.3 Hancer Encineerina Data Report (HEDR) Pipe supports within the Building 2 as-built (I.E. 79-14) scope shall utilize the HEDR form in accordance with Reference 1-E. 3.2.4 Contents of Design Documents Design cbcuments generated by PSE shall have sufficient design input documentation (criteria, data, calculations, etc. ) to allow a consistent basis for making design decisions, accomplishing design verification and evaluating design changes. 3.2.5 A file shall be initiated for each (or group of) pipe support (s) by the appropriate engineer referenced by piping line number, support number, or other reference assigned by the dief engineer. hhen cocplete, the file shall contain a design package which shall consist of: TE-3
- a. Cbver sheet
- b. Design verification sheet DHE-6
- c. Finished sketches WE-4
- d. Calculation sheets DHE-5
- e. Check copies of drawings
- f. Computer input / output sheets (if applicable)
- 9. Final drawing (s)
- h. HEDR input / output sheets l
- i. Other cbcuments as applicable.
Cmputer sheets will normally be filed separately unless space permits maintenance with the design package. 3.2.6 2e cover sheet, form NE-3 shall be used for eacf1 package. It shall be prepared by the design engineer. 3.2.7 Computer analysis (including programable calculator programs) shall be reviewed for accuracy. 3.2.8 hhen sketches and calculations are conpleted, the engineer shall initial and date the " Engineered By" block of the cover sheet, DHE-3, and initial and date each calculation sheet, WE-4 and DHE-5. Check copies of the finished sketches and calculations shall be rade ard the package forwarded to an engineer authorized to perform design verification. 3.2.9 hhen a subsystem has been ASME Code Stamped and/or turned over to TUGCO, the calculation packages shall be transmitted to 'INE by a controlled transmittal. Acknowledgement of receipt shall be obtained. 3.3 DESIGN VERIFICATION 3.3.1 2e engineer performing this task may or may rot be in the same group as the engineer who performed the original design. We engineer shall not; however, have been involved in the original design process or be in a supervisory position relative to the individual designated Engineered" on the cover sheet, DHE-3. W e Design Verifier shall by "lize form DHE-6 as a guide for the verification process. uti m .-.m m. m.- . mame.ews e ** *-
- ses
..-w
D TUGCO ENGINEERING DIVISICH INsuursICN REVISION ISSUE PAGE Dure CP-EI-4.0-1
- 12 07-12-84 4 of 8 1
3.3.2 Corrections, as required, shall be indicated in red on the check copies of the calculation sheets and/or the sketch. Se package is given to the original engineer for incorporation of the changes onto the' original. Se package is returned to the design verifier for a final check who signifies completion by initialing and dating the original sketch, W E-4,and each calculation sheet, ME-5, the check copies for the finished sketch / calculations, and by initialing and dating form NE-3 in the " Engineering Check" block for finished sketches. Se padcage shall then be forwarded to the drafting group. 3.3.3 If re corrections are required, the design verifier shall signify coupletion by performing the signoffs indicated in Section 3.3.2. In some ases where calculations are not required, the deck copies may be deleted and the original signed off as indicated in Section 3.3.2. Se package shall then be forwarded to the drafting group supervisor, for assignment to a drafter. 3.3.4 See Figure I for the work flow. Se paragraph numbers on the work flow chart relate to applicable paragraphs in this instruction. 3.4 NAFTING (INIBOL 3.4.1 Finished drawings of pipe supports shall be prepared in accordance with the PSE drafting standards. 3.4.2 te drafter shall signify cx:npletion by initialing the finished drawing in the "DRWN" block. When drawings are coupleted and initialed, the drafter shall initial and date the " Drafted By" block for final drawing on form DHE-3 and forward the package for checking. 3.4.3 2e drafting decker shall check the finished drawings by making a line by line check on a copy of the finished drawing. All items checked are hi-lited and corrections shown in red. When drawings are checked, the drafting checker shall initial and date the check copy and return the package to the drafter if corrections are necessary. If corrections are not necessary the package will be returned to the drafting supervisor. 3.4.4 2e drafter shall incorporate all changes marked in red onto the final drawings, and return the package to the checker. 3.4.5 2e drafting checker shall deck the final drawings to be certain that all check print coments have been incorporated onto the final drawings. After checking each drawing the drafting decker shall initial each drawing ~in the "CHKD". block. When all drawings are checked and initialed, the drafting checker shall initial and date the drafting " Check By" block for final drawing on form WE-3. The drafting decker shall return the package to the drafting supervisor. 3.4.6 Se drafting supervisor shall return the package to the design verifier performing tasks per Section 3.3. -u y
_;--3 3,. J- 'IUGCO ENGINEERING DIVISION INSTRUCTION REVISION ISSUE PAGE l-DATE CP-EI-4.0-1 12 07-12-84 5 of 8 fi 3.5 FINAL VERIFICATIQ4 OF COMPLETED DRAWINGS / PACKAGE a ?* 3.5.1 te design verifier shall check the final drawings for accuracy and initial and date form DHE-3 in the " Engineering Check" block for final drawing. Should corrections to drawings and/or alculations be necessary, the verifier shall return the package to drafting or design engineer as applicable. Se design verifier shall signify all corrections have been made by initialing and dating the deck copies. z 3.5.2 Final verification shall be acconplished by coupleting. form DHE-6, f for each support with calculations, and signing and dating the " Design Verified by" block. Se design verifier shall then forward the package to the lead engineer. 3.6 APP 10 VAL AND RELEASE ECR CONSTRUCTION 2e lead engineer shall signify his approval of the package by initialing and dating each final drawing and by initialing and dating form DHE-3. Drawing distribution shall be in accordance with Section 3.1. 3.7 REVISIONS 'IO FINAL DRAWIIKIS 1 3.7.1 Revisions shall be processed in the same manner as original design activities. Revisions shall be reviewed to ensure compatability with the entire design package. Se design engineer shall assure 1: that all outstanding CMC's are dispositioned (voided or incorporated) during the revision process. j. 3.7.2 Revisions to drawings diich do not affect the design and require no engineering evaluation may be made and documented by the use h of form DHE-50 (Figure II). 21s form can only be approved by the 2 Chief or Imad Engineers. 3.8 STRESS ANALYSIS PROCEDURES 3.8.1 Preparation of Stress Analysis ,s 2e stress analysis package shall be prepared and design verified as I described in Reference 1-D. I, 3.9 WEIDED A'ITACHMENTS Special attention should be paid to any designs or design danges effecting welded attachments to pipe which has been previously i. hydro-tested. According to the ASME Code, only the following welding can be performed on previously hydro-tested piping without 4 re-testing: 1. Full penetration wlds for material up to 1/2" thick for lengths i 2. ble *Ww th throat thickness up to 3/8" for lengths rot w to exceed 24". i f. C 4 M fe + r ,4 -.,_.._-...._J,.,-. ~~ mr n -r---
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'IUGCO DCINEERING DIVISION INSTRUCTION PSJISION ISSUE PAGE DATE CP-EI-4.0-1' 12 07-12-84 6 of 8 3. Partial penetration welds with grooves up to 3/8" depth for lengths not to exceed 24". In the event weldihg is specified which meets or exceeds the above criteria (extracted from NB-4436), the drug. or design change shall include a note similar to the following: "NB-4436 WEID CRITERIA MET OR EXCEEI)ED." This note requirement.shall not be retroactive. 9 b o d 4 4 J 4 ) ( f g. t .x 0 A 5 g i e a 8
- ~
9
S IUGC0 DXIINEERING DIVISICE INSTRUCTION REVISICN ISSUE PAGE DATE CP-EI-4.0-1 12 07-12-84 7 of 8 FIGURE I WORK FIIM CHART Design Engineer Design Verifier Tinal check, initial and date l *.
- Complete. initial and date DHE-3, check copies and form DME-3 in 4
DEE-4. and DHE-$ eske copies of the "Eng. Check" block for final sketches & calculations drawing. Complete design LL2 verification by completing form y. DRE-6 print and sign name and date the " Design Verified" by g block. Design Verifier 'h 2 Initial and date DHE-4 and each $* /% Cf C.ile, sheet Dtit-5. Initial and y \\. TES date OnE-3 in the "Eng. Check" block for finished sketches. / lf . c.
- 4 Initial and Jate checa cooies i,
g;; for finished skete'.i/ calculations. Lead Desiga Signify approval of the package by initialing and dating final drawings and DMg-3 in the approval block., 9 OK TES 1 yy; e-- I clerical Supervisor Drafter Log desita documents in. MComplete DRE-7. DitE-12 or DHE-26 distribute. maintain file. g** Initial and date DHE-3 and initial
- finished drawings.
8*a 4 RELEASED I FOR Drafting Checker j, e"19 Initial final drawings. Initial fy 4 * *. *. and date check prints and DHE-3 in the " drafting check" block. CK[ 3 4 k.m b .m.- m -L m-m
_ -. - - _ _ ~ _ -. IUGCO ENGINEERING DIVISION INSTRUCTION REVISION ISSUE PAGE DATE CP-EI-4.0-1 12 07-12-84 8 of 8 P FIGURE II (TYPICAL) PSE DRAWING REVISIN REVIEW EVRM COMANCHE PEAK STEAM ELECTRIC STATION 4 SUPPORT NO. Se following changes made in revision of the support drawing do not affect the design and require no engineering evaluation: Se calculations for revision are applicable for this revision. APPROVED: DATED: DHE-50 REV.0 ___m y _-y y
1 EXXD ENGINEERING DIVISION INSTRUCTION REVISION ISSUE PAGE r CP-EI-4.5-1 10 07 3 -84 1 of 11 s GENERAL PROGFAM EOR PREPARED M AS-BUILT PIPING VERIFICATION APPIOVED BY u. Wh // / V gyp. ;,-; r . /,,.
1.0 REFERENCES
,,,2 ,,,__,,,./.<., s '., r,,....:, w;. 4 - * }- 1-A CP-EP-4.5 Design Verification 1-B IE Bulletin No. 79-14 dated 7-2-79 1-C IE Niletin No. 79-14, Revision 1 dated 7-18-79 1-D IE Bulletin No. 79-14, Supplement 1 dated 8-15-79 1-E IE R211etin No. 79-14, Supplement 2 dated 9-7-79 1-F MS-100 Piping Installation 1-G CP-EI-4.0-13 Control of Stress Analysis for Pipe Suwort l Engineering 2.0 GENERAL ~ 2.1 WRPOSE To establish the means by which the general intent specified in Peference 1-A thru 1-E are accomplished. Measures shall be implemented to define the as-built configurations of applicable systens and to evaluate damage study consequences of high energy lines, if postulated break locations are altered due to as-built support locations. 2.2 SCOPE 'Ihis instruction shall apply to the following piping: Safety Class Size 1 All sizes 2,3 Large Bore 2,3,5 High energy lines over l' inch that were ccxt.puter analyzed. 2,3,5 Designated piping, regardless of size, (up to and including the first anchor or terminal connection) that interacts with safety related Large Bore pipe. Additional piping may be as-built verified upon written request to and approval by the TSABC. 'Ihese additional lines are not specifically within the scope of this instruction ard may be 2.3 G DES CN A package consisting of cbcuments required to describe the as-built configuration of the pipire and support system shall be asserrbled by stress problem or other defined document and tr mitted to the __-? ~~r .., /- , m ;.m m L ) gf N A (;b O gff O
c. 'IUGCO DGINEERING DIVISION INSTRUCTION REVISION ISSUE PAGE DATE .m CP-EI-4.5-1 10 07-30-84 2 of 11 responsible analysis organization for review and verification. Upon ccupletion of analysist verification, the support designs will be reviewed to assure acceptability. Damage study interface will be initiated when applicable. 2.4 DEFINITICE AND ABBREVIATICNS l CPP - Comanche Peak Project TSABC - Technical Services As-Built Coordinator FDSG - Field Damage Study Group BRP - Piping Isometric Drawing BRH - Pipe Support Detail Drawing BRHL, GHH - Pipe Support Iccation Drawing Small Bore - piping less than 21/2 inches in diamerer Iarge Bore - piping 21/2 inches in diameter and larger 2.5 RESPONSIBILITY Re CPP Pipe Support Engineer is responsible for providing technical direction and administrative guidance to the CPP Pipe Support Engineering organization of which the Technical Services Group is a part. The Technical Services Group Supervisor is responsible for ensuring activities within the purpose and scope of this instruction are ccmpleted in accordance with the measures described herein. Se TSABC is responsible for inplementirs this instruction. Se TSABC shall coordinate the assembly and transmittal of as-built verification packages, interface activities, and establish and maintain adequate tracking mechanisms or logs to assure positive control of all activities described within this instruction. When specific individuals are designated by title in _this instruction, it shall be assumed a designee may act in that capacity. Documentation of such designation shall be maintained within the Technical Services Group. 3.0 Ik:me TION 3.1 INITIATION 3.1.1 General The TSABC shall assemble a package for as-built verification. 'Ihe verification process may be initiated prior to the installation of all conponents and supports on a given stress problem. Such exceptions shall be tracked and as-built verified in-accordance j with Sections 3.2.3 and 3.2.4. l w
2* 'IUGCO ENGINEERING DIVISION INysax. TION REVISION ISSUE PAGE DATE CP-EI-4.5-1 10 07-30-84 3 of 11 m m. 3.1.2 As-Built Verification Packace Se as-built verification package shall consisE of th'e following documents as required: a. BRP's FidwG h e.dc h e. 4 0 b. BRHL's Pi&c, Suppon toce ou : uw!.4 c. GHH and associated support drawings % C s. S c.h-.cm:<. d. BRH's Pi&C Aupacea ma:u Mawbos, e. As-Built Verification Package Contents (Figures 1A and IB) f. Sleeve Take-Off Sheet (Figure 2) g. Additional information as required. 3.1.3 As-Built Package Preparation he TSABC shall coordinate the updating of required drawings with the appropriate engineering draftirs group. 3.1.4 Upon receipt of tpdated drawings the TSABC shall review the package for clarity and mark the drawings "Ebr As-Built Verification Only". 3.2 AS-BUILT VERIFICATION 3.2.1 Documentation of Verification Activities he TSABC shall maintain on file, a list of individuals approved to coordinate and document field verification activity performed by Survey. All field verified measurements /information shall be recorded in red ink on the drawirg being verified. Rese measurements shall be taken by the Field Engineering Department (Survey). 3.2.2 Verification of BRP Drawings 3.2.2.1 Dimensions At least one point on the piping configuration on each ISO shall te verified for reference location to column lines. All dimensions shall be supplied and shall be accurate within i 2 indles. Horizontal dimensions shall be supplied by measurements to and from defined points, e.i.; changes in direction, tangent intersection points, etc... Such measurements shall be taken using a steel tape and Plumb Bob (when necessary) to obtain a true horizontal length. 3.2.2.2 Elevations i All elevations shall be supplied and be accurate to i 1 inch. Elevations shall be supplied at every change in direction and junction point (pipe intersection). g-c -- --,, y-, - - +-4 + -, - ~
p f. 'IUGCO ENGINEERING DIVISICH INSTRUCTION REVISION ISSUE PAGE DATE i O CP-EI-4.5-1 10 07-30-84 4 of 11 w i 3.2.2.3 Valves 2e valve location shall be supplied. We valve orientation shall be field verified and shown on the BRP for all valves 2-1/2 inches nominal pipe size and larger and power actuated valves 2 inches nominal pipe size and smaller. 3.2.2.4 Angles All angles shown on BRP's shall be verified and accurate to 2-1/2 degrees. Field supplied angles shall be rounded to the nearest 1/2 degree. 3.2.2.5 Sleeves 'Ihe following information shall be supplied for all piping passing through structural walls and floors. a. Identification of pipe sleeves shall be shown en the BRP and the Sleeve Take-Off Sheet (Figure 2). Numerical sleeve identification numbers shall be assigned for each BRP. b. ' Clearance between the pipe ard sleeve shall be measured in 4 positions, each 90 degrees apart. 21s information, with referenced directions, will be shown on the sleeve takemff sheet and shall be accurate to + 1/8 inch. 3.2.2.6 Interconnecting Equipnent All interconnecting equipment such as puqs, tanks, strainers, etc., shall be clearly identified on the BRP. If the above information is found to be as shown on the drawing, the equipnent ntanber shall be circled and checked. - If there exists some variance then the item shall be circled and the appropriate information shall be noted adjacent to the circle. 3.2.3 Verification of BRHL's and GHH's All BRHL and GHH drawings shall be verified.to ascertain the following: a. We actual hanger mark nur2ers agree with the mark numbers shown on the drawing. If they agree, the numbers shall be circled and checked. If they do not agree the number' appearing on the drawing shall be circled and the field -- verified mark number shall be written adjacent 'to tlie circle. l , - - ~,,,, -., - -. - .n.n... .r.. ,n ,--,,_,_..._....,,-.,,Y n
} = ~ 'IUGCO ENGINEERING DIVISION INducKnON REVISION ISSUE PAGE DATE CP-EI-4.5-1 10 07-30-84 5 of 11 b. We dimensional location of each support, if supplied, shall be verified. If dimensions are cuitted they shall be filled in by the survey team. R ese dimensional locations shall be accurate to i 2 inches. 3.2.4 Verification of Supcort Crawinos All BRH, typical and special hanger sketches shall te verified to ascertain the following: a. Se configuration of the hanger agrees with the enfiguration shown cn the sugort drawing. Angles of sn'Abers, struts and spring cans shall be supplied to the nearest minute if out of tolerance (i 1 degree). b. Se hanger type agrees with that shown cn the support drawing. c. he total clearance between the hanger and the pipe on the support drawing. d. he direction of the support is as per the drawing. Any deviations in a, b, e and d shall be ncted on the support drawing. 3.2.5 INI'ERFERENCES 3.2.5.1 Piping Interferences When piping interferences with respect to other piping, supports, HVAC, etc., are encountered within a 2 inch envelope at 0.D. of Pipe, they shall be noted on the BRHI/GHH. Se interferences shall be dimensioned from a known point. hey shall be noted alphabetically, A through Z and a sketch made depicting the interfering items showirg existing clearance and identification. 3.2.5.2 Se g rt Interferences When support interferences within a 2 inch envelope are encountered, they shall be noted and sketched on the hanger drawing where the 1 interference occurs. Existing clearance shall be supplied as well as the identification of interfering item. In addition, the word i " Interference" will be written next to the hanger mark number on the BRHI/GHH. 3.2.6 Supports Not Installed Supports not installed at time of verification will te verified after installation is complete. p=-- w-e g g -,g
ar - =: - =-...... -. 'IUGCO ENGINEERING DIVISION INSTRUCTION REVISION ISSUE PAGE DATE CP-EI-4.5-1 10 07-30-84 6 of 11 3.3 AS-BUILT DRAWIN3 UPDAIE 3.3.1 Initiation The TSABC shall review the package and forward the applicable drawings to the responsible engineering drafting group. Additional connents by the TSABC shall be specifically noted in green ink. I 3.3.2 Update Upon completing update activities, drafting personnel shall forward the updated drawings for review by the TSABC. 3.4 ANALYSIS OF 'IHE AS-BUILT CDNDITION 2e TSABC shall review for coupleteness and forward appropriate doctanents to the responsible analysis organization who shall update analyses in accordance with established procedures / instructions. These docuents shall. include GlH's, BRP's, EBHL's, the As-Built Verification Package Contents, and selected BRH's as determined by the TSABC in accordance with established engineering guidelines for post-survey review. Discrepant or missing information shall be resolved /obtained through the TSABC. 3.5 ISSUANCE OF ANALYSIS 3.5.1 Reanalvsis Not Required If an analysis is verified to be acceptable based en the as-built con-figuration,' the appropriate documentation shall be completed by the responsible analysis organization and transmitted to the TSABC. 3.5.2 Reanalysis Required - Non-High Energy Lines Mwn reanalysis is required for acceptance of a non-high energy line, the problem shall be issued per 3.5.1 with the following additions: a. Revised loads shall be transmitted to the TSABC. b. Be TSABC shall coordinate verification of individual hangers in. accordance with 3.6. l 3.5.3 Reanalysis Required - High Energy Lines men reanalysis is required for acceptance of a high energy line, the responsible analysis organization shall proceed per 3.5.2. In addition, the responsible. analysis organization shall coordinate applicable damage study activities with FDSG. f e--@ e-ef-s.,u .,...w.. e s.w ---wi -n r.-e n--.e-p w v. -,-err-p .y,, p, g y v-ee-g-*gr y-Wy w -- =.-ay vg -
=:-. .-= - -. :=.:......-. .s- \\ 'IUGCO ENGINEERING DIVISION INSTRUCTION REUISION ISSUE PAGE DATE 9 CP-EI-4.5-1 10 07-30-84 7 of 11 i ,y 3.5.4 Resolution of Unacceptable Analysis 'Ihe TSABC shall coordinate the resolution of unacceptable analyses with the responsible engineering organization including re-verification as applicable. 3.5.5 Ioading on Valves and Eculpment 'Ibe TSABC shall review all As-built loading on valves and equipment against the allowables supplied by the vendor. In the event the loading exceeds the allowables, it shall be sent to the vendor for requalification. Should the vendor be uncble to qualify the higher leading, the TSABC shall interface with the responsible analysis organization to make modifications as required to bring the loading within the allowables. 3.5.6 Certification Certification of each analysis shall be furnished by the responsible analysis organization. 'Ibe TSABC shall assemble applicable state-ments of verification by system or other designated means. 3.6 VERIFICATION AND CERTIFICATICN OF PIPE SUPPORP DESIG4 3.6.1 Support Design Verification Support design shall be verified to as-built analysis support loads by the responsible engineering organization. 3.6.2 Certification Support drawings verified to be acceptable shall be certified by an authorized representative of the responsible design organization. Class I stiffness values shall be transmitted to the analysis organization by the responsible design review group upon conpletion of final certification activities. 3.7 COMPLETION OF AS-BUILT VERIFICATION ACTIVITIES 3.7.1 Re-verification and Document Review If any ccrnponent is modified during or after analysis review, the TSABC shall determine if re-verification is required. Re-verification shall be performed and controlled in a manner ccmnensurate with the original or initial verification process. Upon etsnpletion of re-verification activities the TSABC shall review the affected atv,=nts for impact on the analysis. If there is no impact, the information shall be furnished in writing to the responsible analysis organization. If there is impact, the information shall be furnished for review and acceptance by the responsible analysis organization. i 6 .----.-7, P. -,y -t-m.*
m-ITJGCO ENGINEERING DIVISION Ih T.>u;siCN REVISION ISSUE PAGE DATE CP-EI-4.5-1 10 07-30-84 8 of 11 .) 3.7.2 Ibcumentation Proper documentation shall be assembled and retained on file with the TSABC. " Proper Documentation" shall consist of, as a minimum; 1. Field verified drawings used for input to the as-built analysis 2. Pertinent correspondence 3. Supporting documentation of closure of open items i e 1 4 t 4 f s ., g I p_ p-
.. =...-. ,.. \\= TUGCO ENGINEERING DIVISION INSTRUCTION REVISION ISSUE PAGE DATE CP-EI-4.5-1 10 07-30-84 9 of 11 FIGURE 1A A3-BUILT VERIFICATION PACKAGE CONTENTS STRES$ PROBLEM: A. BRP's BRHL's, and GHH's BRP REY. NO. BRHL REY. NO. GHH REV. NO. ISO E E E E E E WE Um EE W $3 k" W $2 5$g g gm gg gg g N 5 gw gg g g pg g NUMBER 5 s s g= ys
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- S. BUILT VERIFICATION PACKAGE CONTENTS
- ATTACHMENT 1
- STRESS PROBLEM:
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1.* r, k. 'I1GCO ENGINEERING DIVISION INSTRUCTION REVISION ISSUE PAGE DATE CP-EI-4.5-1 10 07-30-84 11 of 11 ...m FIGURE 2 i smss Peoa Slf!VE RG-O?? 5-ff' l N N SEP u~ SRP "" il\\ o SLEEVE W SLEEVE M? i$ + 3 .) 1 l h' BRf W? BRf M? St.LEVE M? SLEEVE M*
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h TEXAS UTILITIES GENERATING COMPANY OFFICE MEMOR ANDUM Distribution August 6, 1984 3 cien IL= Tens QUALITY' DOCUMENT INDEX[non-ASMIE) Subject Attached for your information and reference is the Current Quality Document Index. This listing includes all Quality Procedures and Instructions that are presently included in the discipline manuals at CPSES. Should you h' ave any questions or discover any discrepancies, please call the Non-ASME QA office at extension 325. vA mma Carol Ivey Non-ASME Procedures Coor r cc: Debra Anderson Bill Cromeans Lisa Bielfeldt Chris Dupre' Cecil Manning Charles Osborne Jimmy Roberts Tim Sullivan Billy Bob Cecil Mechanical QE's Electrical QE's Reactor Task Force J.B. Leutwyler Doug Snow Susan Spencer Dan Hicks Tony Vega Wayne Parry Tom Brandt Unit 1 QE's It 2 F0lA-85-59 Ill
t t r 'l .e t f = i- ] (non-ASME) QUEllY DOCUMENTS INDEX NOTE: This ilst revises and supercedes all previous issues. j !!{ d;i DATE OF PRINT-0UT - Augus t 06. 1984 REV. 4 In wort s DATE DEL. XX Renebered to nee procedure - See History File Stamped vold with no deletion date - See History File + ++ See History File MANUAL CODE ( PSI TUGC0 Preservice Inspection Manual NAP TUGC0 Non-ASE QA/QC Personnel Training CI TUGC0 Civil Inspection Manual s El TUGO) Electrical Inspection Manual H8M TUGC0 Hilt! Bolt Inspection Manual PCI TUGC0 Protective Coating Inspection Manual IPM TUGC0 Instruentation Inspection Manual S/IM TUGC0 startup/ Turnover Manual llMM TUGC0 Records Management Manual l TLM TUGC0 Test Lab Manual QP TUGC0 Quality Procedures knual A8 TUGC0 As-Built Inspection Manual NA E CH TUGC0 Nun-ASME Mec anical Inspection Manual NDE TUGC0 Mon-ASE $ destructive Examination Manual PRI Procurement /Recesving Inspection Manual E Reduced - Electrical TM Reduced - Electrical / Mechanical K-Reduced - Mechanical li Reduced - Nondestructive Examination PC Reduced - Protective Coatings ]' W Reduced - Hilti Bolt Tio) individual olstribution j id. Individual Reduced Distribution 3 i W h I ~l
l ID DOCUENT NO. TITLE ORIG ISS. REV. DATE DEL. MANUAL CODE 282 CP-QC-01.02 8 & R SITE QA ORGANIZATION + e 280 CP-QC-06.01 PRODUCT ASSLRANCE REVIEW: APPROVAL, PROC. & INST. + 277 CP-Ql-AB DISPOSITION OF HINUR CONCRETE SPECIFICATION DISCREPANCIES 05/05/18 0 + 1 CP-QP-02.00 IMPLEENTATION OF THE CPSES QA PROGRAM 07/12/18 1 QP, NAP, PRI 2 CP-QP-02.01 TRAINING OF INSPECTION PERSONNEL 05/30/18 16 QP, NAP, PRI 3 CP-QP-02.02 INDOCTRINATION OF RECORD VERIFICATION PERSONNEL 01/11/19 2 QP, NAP, S/TN 243 CP-QP-02.03 DOCUENTATION WITHIN QA/QC PERSONNEL QUALIFICATION FILE 06/05/81 4 QP, NAP 278 CP-QP-02.03 TUGG) OPERATION TRAVELERS 01/16/19 10/15/79 1 279 CP-QP-02.03 QUALIFICATI0ftS OF SURVEILLANCE SPECIALISTS 11/13/19 01/28/80 358 CP-QP-02.04 NONDES(RUCTIVE EXANINATION PERSONNEL TRAINING, QUAL. & CERT. 07/02/82 4 NDE, QP, NAP 389 CP-QP-02.05 TESTING PERSONNEL TRAINING, QUAL. & CERT. 03/15/83 1 QA,A8 394 CP-QP-02.06 CERTIFICATION OF M)NITORING PERSONNEL 03/25/83 2 NAP,QA 4 CP-QP-03.00 CPSES SITE QUALITY ASSIRANCE/ QUALITY CONTROL ORGANIZATION 08/08/18 15 QP 9 CP-QP-05.00 QUALITY ASSURANCE REVIEW OF SITE GENERATED PROCUREE NT 00C. 11/29/19 1 QP,PRI 5 CP-QP-06.00 PREPARATION OF QUALITY PROCEDURES AND INSTRUCTIONS 05/22/18 5 QP, AB 285 CP-QP-06.01 PRODUCT ASSURANCE REVIEW & APPROVAL PROCEDURES & INSTRUCTIONS 06/12/78 + 232 CP-QP-07.01 ISSUANCE & EDNTROL OF QUALITY PROCEDURES AND INSTRUCTIONS 05/22/18 8 QP 6 CP-QP-08.00 RECEIVING INSPECTIONS 03/21/19 3 QP, PRI 7 CP-QP-08.01 SUPPLIER EVEUATION 12/04/19 1 QP, PRI 8 CP-QP-II.00 CIVIL INSPECTION ACTIVITIES 01/12/18 3 QP, Cl 10 CP-QP-II.01 CONCRETE, SOILS AND RElMFORCING STEEL TESTING ACTIVITIES 06/27/78 1 QP 11 CP-QP-ll.02 SURVEILLANCE A D INSP.' 0F CONCRETE ANCHOR BOLT INSTEL. 12/14/79 8 QP, IBM, E. (ID) 12 CP-QP-II.03 ELECTRICE INSPECTIONS ACTIVITIES 06/03/78 4 QP, E t, E 13 CP-QP-II.04 INSPECTION OF PROTECTIVE C0ATINGS 06/16/18 7 QP, PCI 14 CP-QP-II.05 CENERE PROCEDURE FOR RANDOM INSPECTION 12/19/79 0 +; QP 15 CP-QP-II.06 REPORTING OF PERMANENT PLANT EQUIPENT DAMAGE 10/18/79 03/18/81 W b
i t r t ID DOCUE NT NO. TITLE ORIG. ISS. REV. DATE DEL. MANUAL CODE l 281 CP-QP-ll.07 (DNTROL OF EQUIPMENT FIELD CHMGES 06/05/19 10/09/19 ii 16 CP-QP-II.08 INSTRUENTATION MD CONTROL INSPECTION ACTIVITIES 06/12/79 3 QP, IPM i 17 CP-QP-l!.09 MACHINE SHOP ACTIVITIES, 08/22/79 06/22/81 l 18 CP-QP-11.10 INSPECTION OF ELECTRICAL RACEWAY SUPPORT SYSTEMS 12/04/79 2 QP, MA MECH, Di 226 CP-QP-11. Il REINSPECTION OF CP DIESEL GENERATOR AUX. SKID & SUPPORT 8 RACKETS 04/16/81 2 QP 221 CP-QP-II.12 INSP. OF INST. OF RADIDACTIVE WASTE MANAGEENT SYSTEMS (INNS) 04/20/81 16 QP, IPM, p j, 234 CP-QP-11.13 AS-BUILT VERIFICATION 04/20/81 6 07/23/84 QP,A8 233 CP-QP-11.14 STRUCTURAL STEEL INSPECTION ACTIVITIES 06/11/81 1 QP,MAMECH,(ID) 245 CP-QP-II.15 PEIMMENT EQUIPENT TRMSFER VERIFICATION 06/26/81 4 QP, El, E i 268 CP-QP-11.16 INSPECTION OF SEISMIC CATEGORY II SUPPORTS & STRUCTURAL STEEL 10/30/81 1 QP, NA MECH 331 CP-QP-ll.17 ELECTRICAL STARTUP INSPECTION ACTIVITIES 03/04/82 2 51H, QP, (ID) 353 CP-QP-ll.18 NONDESTRUCTIVE EXAMINATION ACTIVITIES 07/01/82 1 QP,NDE 361 CP-QP-II.19 REFLECTIVE IBGULATION INSTALLATION INSPECT 1011 08/03/82 3 07/21/83 376 CP-QP-l!.20 INSPECTION OF FIRE PROTECTION 10/07/82 2 QP, El' MA MECH, (ID) 381 CP-QP-ll.21 WELD INSPECTION 01/28/83 2 QP, NA KCH, (ID). Di 'I 387 CP-QP-ll.22 NONREFLECTIVE INSULATION INSTALLATION INSPECTION 02/18/83 0 07/21/83 QA, MA MECH 19 CP-QP-13.00 CONTROL OF MASURING MD TEST EQUIPENT 05/31/18 2 QP, MA ECH, EI, Cl, E. 1 20 CP-QP-15.00 TAGGING SYSTEM 06/19/78 4 QP, IMP, Cl, EI, TLM, NA K CH, [ PCI, PSI E, A8, PRI 379 CP-QP-15.01 INSPECTION STAMP CONTROL 06/15/78 1 + 21 CP-QP-15.02 STARTUP/ TURNOVER QA ACTIVITIES 03/05/19 3 QP t 217 CP-QP-15.03 QUALITY ENGINEERING REVIEW 0F STARTUP MORK PERMITS 01/22/81 2 QP, IMP, Et, MA MECH 258 CP-QP-15.04 DESIGN CHANGE VERIFICATION 08/17/81 6 07/23/84 QP, A8 286 CP-QP-15.05 TRACKING OF NRC INSPECTION FINDINGS ' 02/05/82 1 QP 287 CP-QP-15.06 SDAR STATUS TRACKING 02/05/82 1 QP 288 CP-QP-15.01 TRACKING OF AUDIT REPORTS /CURRECTIVE ACTION REPORTS 02/05/82 2 QP W v i
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i s t ID DOClMNT NO. TITLE ORIG. ISS. REY. DATE DEL. MANUAL CODE 38 Ql-QP-02.01-06 QUALIFICATION OF RECEIVING INSPECTION PERSONNEL 03/28/79 5 MP PRI 39 Q!-QP-02.01-07 TRAINING MD QUALIFICATION OF MACHINED PARTS INSPECTORS 08/24/19 06/23/81 5 40 Ql-QP-02.01-08 QUAL. OF INSTRI. & RADWASTE ECH. INSPEC. PERSONNEL 09/22/80 8 MP 329 Ql-QP-02.01-09 QUALIFICATION OF NON-ASE PIPE SUPPORT INSP. PERSONNEL 04/14/82 4 NAP 330 Ql-QP-02.01-10 QUALIFICATION OF NON-A9tE MECHANICAL INSP. PERSONNEL 08/25/81 3 .07/19/83 256 Ql-QP-02.01-Il QUAL. OF CONCRETE EXPMSION ANOIOR SUPPORT INSPECTION PERSONNEL 08/25/81 3 NAP 272 Ql-QP-02.01-12 QUALIFICATION OF AS-BUILT PIPING VERIFICIATl0N PERSONNEL 12/11/81 3 MP 271 Ql-QP-02.01-13 QURIFICATION OF RWMS PIPING INSPECTION PERSONNEL 02/02/82 05/12/83 XX; Ql-QP-2.1-8 332 Ql-QP-02.01-14 QUALIFICATION OF ELECTRICL RACEWAT SUPPORT INSPECTION PERSONNEL 04/14/82 4 NAP 333 Ql-QP-02.01-15 QUALIFICATION OF STRUCTURAL STEEL INSPECTION PERSONNEL 04/14/82 4 NAP 368 Ql-QP-02.01-16 QUALIFICATION OF DESIGN DIANGE VERIFICATION PERSONNEL 08/11/82 2 MP 341 Ql-QP-02.01-17 QUALIFICATION OF NON-ASE ECH. FABRICATION INSP. PERSONNEL 0*. NAP 375 QI-QP-02.01-18 QUALIFICATION OF FIRE PROTECTION INSPECTION PERSONNEL 10/07/82 3 EP 392 Ql-QP-02.01-19 QUALIFICATION OF WELD INSPECTION PERSONNEL 03/25/83 1 NAP 41 QI-QP-02.01-20 QUALIFICATIONS OF STRICTURE ETALLIC MATERIAL INSPECTOR 08/29/78 02/23/82 XX; Ql-QP-2.1-6 406 Ql-QP-02.01-21 QUALIFICATION OF BASEPLATES FOR GROUTING VERIFICATION PERSOMMEL 2 NAP I 420 Ql-QP-02.01-22 TRAINING & CERTIFICATION OF RECEIVING INSPECTION PERSONNEL FOR 04/16/84 0 MP ASE SECTION XI ITEMS 390 Ql-QP-02.05-01 TESTING OF GALVMIZE0 ETAL FRMING CHANNELS 03/15/83 5 07/23/84 AB 393 Ql-QP-02.05-02 CAPACITT TEST FOR PIPE CLAMP & ONE HOLE CLAMPS FOR INSTR. TUBING 03/29/83 1 07/23/84 AB 395 Ql-QP-02.05-03 CAP. TEST FOR S/S AIRCRFT CABLE W/ ASSOC CLAMP OR COMP FITTINGS 05/23/83 0 07/23/84 A8 399 Ql-QP-02.05-04 CAPACITY TEST UNISTRUT Bol T & NUT FITTINGS SLIP & PULLOUT STRENG 04/25/83 0 07/23/84 AB 404 Ql-QP-02.05-05 TENSION TESTING OF THREADEO R00 07/05/83 0 07/23/84 A8 410 Ql-QP-02.05-06 CAPACITY TEST FOR ANGLE BRACKET SUPPORTS INSTRUMNTATION 10/31/83 1 07/23/84 AB 235 Ql-QP-05.00-01 REVIEW & APPROVE OF CPSES MON-A9tE FIELD PROCUREMENT DOCUMENTS 04/20/81 2 PRCMT. PRI 236 Ql-QP-05.00-02 INSPECTION M0 RELEASE OF CPSES PROCURED NON-ASME MATERIAL 04/20/81 0 PRCHT, PRI O w b
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i> 4 0 o f ID DOCUENT NO. TITLE ORIG. ISS. REV. DATE DEL. MANUAL CODE 262 Ql-QP-11.03-03.03 VERIFY MANHOLE FLEXIBLE CONDUli 08/26/81 0 EI.1 300 Ql-QP-ll.03-04 EXPOSED CONDuti (CONDulT RACEWAY) 06/03/78 02/18/82 XX; Ql-QP-11.03-23 301 Ql-QP-II.03-05 CABLE TRAY 06/03/78 12/04/19 XX; Ql-QP-II.03-24 302 Ql-QP-11.03-06 LIGITING FIXTURE 06/05/78 01/15/80 XX; Ql-QP-II.03-25 397 Ql-QP-il.03-07 LIGITING WIRE INSTALLATION 06/05/78 01/15/80 XX; QI-QP-l!.3-25 303 QI-QP-ll.03-08 ELECTRICAL COLOR CODING 07/07/78 02/18/82 XX; QI-QP-II.03-23.24 304' QI-QP-II 03-09 LIGITING CONOUIT & BOXES 06/05/78 01/15/80 XI; QI-QP-11.03-25 + 305 Ql-QP-II.03-10 DOCUENTING ELECTRICAL INSPECTIONS 01/07/78 02/18/82 XX; Ql-QP-18.00 308 QI-QP-ll.03-Il
- CONDUlf FABRICATION 07/07/78 02/18/82 XX; QI-QP-ll.03-30 309 QI-QP-ll.03-12 EQUIPENT. MAINTENANCE & STORAGE 07/14/78 01/15/80 XX; QI-QP-II.03-31 i
296 Ql-QP-II.03-13 INSP. 'HILTI' DRILLED-IN BOLTS. H0LE PATCH. & 10RQ. UNISTIRIT MAT 01/22/19 11/14/19 XX; CP-QP-II.2 ~ 297 QI-QP-II.03-14 INSTRUENT & SUPPORT INSTALLENT INSPECTION 02/12/19 + 310 Ql-QP-11.03-15
- 0. ASS IE CABLE INSTALLATION 03/07/79 12/04/19 XX; QI-QP-II.03-28 e
i 306 Ql-QP-11.03-16 CABLE TERMINATIONS 04/09/79 12/04/79 XX; QI-QP-l!.03-28 307 QI-QP-II.03-17 KGGERING 06/06/79 12/04/19 XX; Ql-QP-ll.03-27 109 Ql-QP-11.03-21 EMBEDDED CONDUli AND SLEEVES 11/26/19 1 EI E l 110 Ql-QP-ll.03-21.01 VERIFY CONDUIT OR SLEEVE INSTALLATION 11/26/19 0 EI. E 111 Ql-QP-11.03-21.02 VERIFY CONDuti FREE OF DAMAGE 11/26/19 0 EI E 112 QI-QP-il.03-23 CLASS lE CONDUIT RACEWAY INSPECTIONS !!/26/79 11 El. E i 398 Ql-QP-II.03-23.01 VERIFY QC STICKER ACCEPTANCE OF SUPPORTS 11/26/19 01/14/80 ++ 298 Ql-QP-II.03-23.02 VERIFY CONDUIT TO SUPPORT CONNECTION 11/26/19 01/04/80 ++ !!3 Ql-QP-11.03-23.03 VERIFY CONDUIT SIZE AND FITTINGS 11/26/19 4 12/19/83 ++ 114 Ql-QP-II.03-23.04 VERIFY CONDUIT FABRICATION 11/26/19 2 12/19/83 115,QI-QP-II.03-2305 VERIFY TOTM. Q)MDUli BENDS 11/26/19 1 01/09/84 ++ 116 Ql-QP-11.03-23.06 VERIFY CONDUIT LOCATION (NIS) 11/26/79 4 12/19/83 ++ 117 Ql-QP-11.03-23.07 VERIFY CONDUIT IDENTIFICATION 11/26/19 4 12/19/83 ++ W w 1
~.>u. o k = ID DOCUMENT NO. TITLE ORIG. ISS. REV. DATE DEL. MMUAL CODE 118 Ql-QP-il.03-23.08 VERIFY FLEX CONDUli INSTALLATION 11/26/19 3 12/19/83 ++ l 119 QI-QP-II.03-23.09 VERIFY 80X SIZE MD TYPE 11/26/79 2 12/19/83 ++ 120 QI-QP-II.03-23.10 VERIFY BOX INSTALLATION 11/26/79 5 12/19/83 ++ 1 411 Ql-QP-II.03-23.ll VERIFY SEPARATION 11/16/83 0 12/19/83 ++ 424 Ql-QP-11.03-23A CLASS lE CONOUlf RACEWAV INSPECTIONS 02/08/84 0 07/26/84 El.1 ( Unit 11 Only ) 121 QI-QP-II.03-24 CLASS 1E CABLE TRAY RACEWAV INSPECTIONS 11/15/19 10 El. E i j i I 299 QI-QP-II 03-24.01 VERIFY CA8LE TRAY HANGER ACCEPTANCE 11/15/79 01/04/80 ++ 122 Ql-QP-II.03-24.02 VERIFY TRAY TYPES SIZE FITTINGS AND LOCATION 11/15/19 3 01/18/84 ++ 123 QI-QP-II.03-24.03 VERIFV CABLE TRAV' FREE OF DANAGE 11/15/79 1 01/18/84 ++ [ 124 QI-QP-II.03-24.04 VERIFY CABLE TRAY CONNECTIONS 11/15/19 4 01/18/84 ++ 125 QI-QP-II.03-24.05 VERIFY RUNG SPACING 11/15/79 1 01/18/84 ++ 126 QI-QP-11.03-24.06 VERIFY CABLE TRAY RACEWAV IDENTIFICATION 11/15/79 1 01/18/84 ++ f 218 Ql-QP-11.03-24.01 TRAIN C CA8LE TRAY HANGER REINSPECTION 11/21/80 3 08/31/82 XXI Ql-QP-l!.10-5 360 QI-QP-ll.03-24.08 INSPECTION OF CABLE TRAY COVERS 06/15/82 3 01/18/84 ++ 412 Ql-QP-ll.03-24.09 VERIFY SEPARATION 11/16/83 0 01/18/84 ++ 433 QI-QP-II.03-24A CLASS lE CABLE TRAY RACEWAY INSPECTIONS 02/15/84 1 EI E ( Unit II Only ) 127 Ql-QP-ll.03-25 INSPECTION OF NEW INSTALLATIONS FOR CLASS lE LIGITING SYSTEMS 01/15/80 20 El. E 311 QI-QP-II.03-25.01 VERIFY LIGITING CONouli RECEWAY INSTALLATION 01/15/80 03/13/81 ++ 312 Ql-QP-11.03-25.02 VERIFY LIGITING FIXTURE INSTALLATION 01/15/80 03/13/81 ++ 313 QI-QP-II.03-25.03 VERIFY LIGITING CABLE INSTALLATION INSPECTION 01/15/80 03/13/81 ++ 314 QI-QP-ll.03-25.04 VERIFY TEMINATIONS & SPLICES 01/15/80 03/13/81 ++ 128 QI-QP-II.03-25.05 INSPECTION OF SEISMICALLY MluMTED LIG4 TING SUPPORT 08/14/80 9 EI, E 221 Ql-QP-ll.03-25.06 CLASS lE LIGITING S(STEM INSTALLATION SUPPLEMENT 03/12/61 0 02/07/84 ++ 222 Ql-QP-II.03-25.06A LIGITING CONOUlf RACEWAV INST. SUPPLEENT 03/12/81 1 02/07/84 ++ 223 QI-QP-II.03-25.068 LIGITING FIXTURES INSP. SUPPLENENT 03/12/81 1 02/07/84 ++ 224 QI-QP-II.03-25.06C LIGITING CABLE INST. INSP. SUPPLEENT 03/12/81 3 02/07/84 ++ W w g 4
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s L ID DOCUENT NO. TITLE ORIG. 155 R EV. DATE DEL. MANUAL 0000 c 149 QI-QP-II.03-28.10 VERIFY MIN. 8EIO RAD. INNER CA8INET ROUTING & CA8LE SECURE 11/21/19 6 02/07/84 ++ 150 Ql-QP-II.03-28.ll VERIFY INTERNAL SEPARATION REQUIREENTS 11/21/19 8 02/07/84 ++ 151 Ql-QP-II.03-28.12 VERIFY CABLE IDENTIFICATION 11/21/79 4 02/07/04 ++ l 152 Ql-QP-II.03-28.13: VERIFY SPLICING 11/21/19 3 02/07/84 ++ I 153 Ql-QP-11.03-28.14 VERIFY PROPER DOCUENTATION 11/21/19 2 12/12/83 154 QI-QP-II.03-28.15 VERIFY COMPONENT INSTALLATION 03/05/80 5 02/07/84 ++ 155 Ql-QP-11.03 28.16 VERIFY HEAT SHRINKA8LE NUCLEAR CABLE SLEEVES 04/17/80 8 02/07/84 ++ 156 Ql-QP-11.03-28.17 VERIFY PREFA8RICATED CABLE CRINPING & PIN ORIENTATION 04/17/80 8 02/07/84 ++ h 219 41-QP-II.03-28.18 IN-PROCESS INSPECTIONS 09/05/80 2 02/07/84 ++ 157 Ql-QP-11.03-29 ELECTRICAL SEPARATION 01/15/80 15 El, E 158 Ql-QP-11.03-29.01 VERIFY ELECTRICAL SFPARATION 04/15/81 15 EI, E 428 Ql-QP-II.03-29.01A VERIFY ELECTIRCAL SEPARATION 02/08/84 0 Et, E ( Unit II Only ) 427 Ql-QP-11.03-29A ELECTRICAL SEPARATION 02/08/84 0 EI 1 ( Unit II Only ) 159 Ql-QP-11.03-30 CLASS 1E CONDUlf FA8RICATION 11/19/79 0 12/19/83 ++ 160 gl-QP-II.03-30.01 VERIFY CONDUlf FREE OF DAMAGE 11/19/79 0 12/19/83 ++ 161 Ql-QP-II.03-30.02 VERIFY CONDUIT THREADS 11/19/19 0 12/19/83 ++ 4 162 QI-QP-ll.03-30.03 VERIFY CONDUlf 8 ENDS ACCEPTABLE 11/19/79 0 12/19/83 ++ 163 QI-QP-II.03-31 ELECTRICAL EQUIPENT 510 RAGE AND MAINTENANCE 01/05/80 7 El E 164 Ql-QP-11.03-31.01 CLASS 1E ELECTRICAL EQUIPENT STORAGE 01/05/80 1 01/09/84 ++ 165 Ql-QP-ll.03-31.02 CLASS lE ELECTRICAL EQUIPE NT MAINTENANCE 01/05/80 2 01/09/84 ++ 244 QI-QP-II.03-31.03 CLASS 1E ELECTRICAL EQUIPENT INSTALLATION 08/12/81 05/17/82 XX; Ql-QP-11.3-38 315 Ql-QP-11.03-32 REWORK AFFECTING INSPECTING ITEMS 02/20/80 03/04/80 XX; g!-QP-11.03-33 166 Ql-QP-ll.03-33 REWORK AFFECTING INSPECTED IIIMS 03/05/80 0 EI,1 167 QI-QP-II.03-34 IN'SPECTION OF CA8LE REPA!RS 02/29/80 10 EI. E_ 215 Ql-QP-II.03-35 RADIATION leNITOR MDUNTING INSPECTIONS 12/05/80 03/24/83 XX; Ql-QP-11.10-1 228 Ql-QP-ll.03-36 INSP. OF ELECTRICAL FIRE PROTECTION & DETECTION SYS. 04/15/81 to EI, E W w ( a
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- 2 v
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o o = o o - 9 7 ~ - T T T T T T T T T T T T T T T T T T T T T T. T g = a a m m a m a a a ?? ??? ? ? ? ?? g. a a m m a a a a m = ? ?? ?? ?? ??g? ?? 5 & E5 5 5 & E55 55 5s &5 5& BB B5 & 5 O
=,s e s==s=~====ae**: sxa= 7 m, - - - - ~ ~ ~ ~~ ~ n ~n m n -,-- l f a,. +,-s., s ,.we ,--.m.... ,-,n ,m, p. ,,.n .u e ~s+ -..n. .- w e e-.
pt pNrrrso A SME-- Pf* "# ' gyn Pu ps i g Af~ .p. D' p9 \\ b *,,,Y d ID DOCUMENT NO. TITLE ORIG. ISS. R EV. DAIE DEL. MANUAL CODE 192 Ql-QP-11.10 04 INSPECTION OF SEISMICKLV N)UNTED CON 0Uli SUPFORTS 11/06/60 03/25/83 XX; Ql-QP-11.10-01 370 QI-QP-II.10-05 CABLE TRAY HANGER REINSPECTION 08/30/82 10 m MECH,fli 4 386 Ql-QP-11.10-06 INSPECil0N OF UNDEftiATER LIGlilNG POLE ASSEM8 LIES 01/17/83 4 NA MECH 193 QI-QP-II.ll-01 INSTALLATION INSPECTION OF CLASS 5 PIPE SUPPORTS 07/25/80 11/02/81 XXI Ql-QP-II.16-01 I 264 Ql-QP-I I.13-01 AS-8UILT PIPING VERIFICATION INSTRUCTIONS 06/23/81 8 07/23/84 AE 267 Ql-QP-ll.13-02 INST. REINSPECTION OF PIPE SUPPORTS 10/22/81 1 09/14/83 A8 349 Ql-QP-11.13-03 AS BUILT VERIFICATION OF CABLE RACEWAY 06/07/82 1 06/20/83 ++ 239 Ql-QP-II.14-01 INSP. OF SITE FABRICATION AND INST. OF STRUCT. & MISC. STEEL 06/11/81 18 NA K CH, M 240 Ql-QP-II.14-02 INSPECTION OF STUD ELDING 06/11/81 6 01/17/84 ++ 241 Ql-QP-II.14-03 INSPECTION OF STRUCTURAL / MISC. STEEL WELDING 06/11/81 9 01/11/84 ++ 242 Ql-QP-11.14-04 CONTROL OF MATL. TRACEABILITY FOR SITE FAB. STRUCT./ MISC. STEEL 06/11/81 13 NA K CH, M 273 Ql-QP-II.14-05 INSP OF PLATFORMS INSTALLED IN SEISMIC CATEGORY I STRUCitatES 02/22/82 10 NA MECH, M 327 Ql-QP-l!.14-06 INSP 00 SITE FAB.& INSTALLATION OF STAINLESS STEEL LINERS 03/26/82 6 NA MECH, M 348 Ql-QP-II.14-07 INSPECTION OF FABRICATION WELDS ON PIPE WilP RESTRAINTS 06/04/82 2 NA MECH, M 357 Ql-QP-II.14-08 VERIFICATION OF INSTALLATION OF RICW10ND INSERT BOLTS 06/17/82 2 NA ECH, (ID), je_, M 372 Ql-QP-II.14-09 VERIFICATION OF WELD SIZE FOR SKEWED ELD JOINTS 09/10/82 2 01/17/84 ++ 373 Ql-QP-11.14-10 INSPECTION OF SAFETY WIRED FASTENERS 09/08/82 2 NA E CH, M a 1 400 Ql-QP-ll.14-11 VERIFICATION OF SYSTEM SPACING ON CONTAINENT LINER 06/21/83 0 06/28/83 402 Ql-QP-11.14-12 VERIFICATION OF SEISMIC ELECTRICAL M)UNTING DETAILS 05/03/83 4 NA E CH, M l; 269 Ql-QP-II.16-01 INSTALLATION INSPECTION OF NNS SEISMIC CATEGORY 11 SUPPORTS !!/02/81 35 NAMECH,(ID),M 345 Ql-QP-II.16-02 INSPECTION OF FA8RICATION ELDS ON PIPE W:!P RESTRAIN 15 05/17/82 06/07/82 XX; QI-QP-!!.14-7 430 QI-QP-ll.16-03 INSTALLATION INSPECil0N OF NNS SEISHIC CATEGORY ll AIRCRAFT 06/21/84 0 NAMech,(ID),M CABLE RESTRAINTS FOR CLASS V PIPING 355 Ql-QP-II.18-01 LIQUID PENETRANT EXAMINATION 07/01/82 3 NDE. N, id 354 QI-QP-II.18-02 MAGNETIC PARI!CLE EXAMINATION 01/01/82 2 NDE. N, 356 Ql-QP-II.18-03 ULIRASONIC THICKNESS MEASUREMENT 01/01/82 4, NUE, N, y e* tut w 4
l a ~. i i i i yh ID DOCUE NT NO. TITLE ORIG. ISS. R EV. DATE IKL, MANUAL CODE 366 Ql-QP-ll.18-04 ULTRASONIC EXmimTION OF HILTI BOLTS 07/28/82 0 NUE, N 367 Ql-QP-II.18-05 ULTRASONIC EXAMINATION OF WELDS PER AWS D1.1 07/28/82 0 NDE. N 388 Ql-QP-ll.18-06 LEAK DETECTION (VACUUM 80X) 02/04/83 1 NDE. N 407 Ql-QP-ll.18-07 ULTRASONIC LAMINATION EXAMIMTION 07/27/83 0 NDE. N 377 Ql-QP-II.20-01 INSP. OF FIRE PROT. APPLIC. TO CABLE TRAY, CONDUITS & STWCT ST. 10/07/80 15 NAMECH,Et,(10),je_ 391 Ql-QP-II.21-01 REQUIREENTS OF VISUAL. WELD INSPECTION 03/25/83 7 NA MECH,(ID), I M, M. [M, f 194 Ql-QP-13.00-01 INSPECTION OF SLIMP CONES 08/16/78 0 TLM 195 Ql-QP-13.00-02 VERIFICATION OF VOLUE MAStstES 08/16/18 0 TLM s s 196 Ql-QP-13.00-03 VERIFICATION OF IRISBER BALLOON DEVICE 08/16/78 0 TLM Pi 197 Ql-QP-13.00-04 INSPECTION OF LABORATORY $1 EVES 08/16/18 0 TLM 198 Ql-QP-13.00-05 VERIFICATION OF CONCRETE TEST HAMER 08/16/78 0 TLM 199 Ql-QP-15.02-01 STARTUP/ TURNOVER RECORD REQUIREENTS 03/05/79 5 S/IM 318 QI-QP-15.02-02 TUGC0 SITE QA STARTUP/ TURNOVER SURVEILIANCE ACTIVITIES 05/21/79 0 + 365 Ql-QP-15.04-02 ELECTRIC E DESIGN CHANGE VERIFICATION IMPLEE NT. UTILillNG DCA's 07/23/82 7 07/23/84 A8,(10) 8 401 Ql-QP-15.04-03 ELECT. SUPIORT DESIGN CHANGE VERIF. IMPLEMENT. UTILIZING CMC'S 05/20/83 4 07/23/84 AB,(lD) 200 Ql-QP-16.00-01 IDENTIFICATION OF DAMAGED CLASS IE & ASSOCIATED CABLES 02/29/80 11/04/82 XX; CP-QP-16.0, Rev. 7 4 201 Ql-QP-16.00-02 FIELD DEFICIENCY REPORTS 04/10/80 06/02/81 XXI CP-QP-16.0, Rev. 4 202 QI-QP-16.00-03 NONCONF0 mANCES 05/28/80 12/21/80 ++ 2.6 Ql-QP-16.00-04 IDLNT. OF CLAiS IE EQUIP. WITH DEFIC. IEEE-323/344 TEST REP. 01/07/81 1 E i, E, 328 Ql-QP-16.00-05 REPORTING OF BASE E TAL DEFECTS 03/05/82 to IPM, NA MECH, M. EM 342 QI-QP-16.00-06 IDENTIFICATION OF DAMAGED CLASS IE & ASSOCIATED FLEXIBLE CONDUlf 05/04/82 11/04/82 XX; CP-QP-16.0, Rev. 7 344 QI-QP-16.00-07 DOCUENTING FIELD PIPING DEVIATIONS 05/19/82 0 NA MECH 319 QI-QP-17.03-01 VERIFICATION RECORDS AMS INDLXING 06/26/79 + 204 Ql-QP-18.01-01 MONITOR WELDING ACTIVITIES 03/10/80 08/04/81 ++ 203 Ql-QP-18.05-01 VERIFICATION RECORDS AMS INDEXING 11/13/19 2 MM H' ; i W w 5
~ .o. 3 o t t !r i ID DOCUENT NO. TITLE ORIG. ISS. REV. DATE DEL. MANUAL CODE I i 414 Ql-QP-19.05-01 SURV & INSP OF COMPLETED INSTALL. FOR SEPARATION / SPACING 11/14/83 8 Cl, EI, IBM, IPM, MA ECH, i 1 g (Unit ! & Caumen Buildings) E. M, N, g, M. ID_ f, 431 QI-QP-19.05-01 A SURV. & INSP. OF COMPLETED INSTALL. FOR SEPARATION / SPACING 02/08/84 1 Cl, Et, H8M, IPM, NA MECH, 4 (Unit II Buildings) E. M. N, g, g, ID J ( Unit II Org ) - f 4 432 Ql-QP-19.6-1 SURVEILLANCE DEFICIENCY REPORTS 05/15/84 0 QP 320 Ql-QP-20.00-01 VISUAL INSPECTION OF WELD PREPARATION OF PSI /ISI LELilMENTS 02/15/82 3 PSI I i I ,i l 3 1 d
^ e m. 1 PROCEDURE ISSUE REVISION PAGE TEXAS UTILITIES GENERATING CO NWBER DATE CPSES I m CP-QP-11.10 3 AUG O 71984 1 f3 PREPA Y M b3' u - ~ fy GATE INSPECTION OF ELECTRICAL RACEWAY / l APPROVED BY: // /u 7 'C We l.0 REFERENCES g{ 1-A G&H Specification ES-100 j 1-B G&H Specification SS-168, " Structural Steel" l-C G&H Specification SS-17, " Miscellaneous Steel" 1-D AWS 01.1-75, " Structural Welding Code"' 1-E CP-QP-2.1, " Training of Inspection Personnel" 1-F CP-QP-13.0, " Control of Measuring and Test Equipment" 1-G CP-QP-16.0, "Nonconformances and Deficiencies" 1-H CP-QP-17.0, " Corrective Action" 2.0 GENERAL 2.1 PURPOSE The purpose of this procedure is 'to outline the electrical raceway / support system QC Inspection program so as to l i satisfy the requi rements of References 1-A, 1-B, 1-C and 1-D. 2.2 SCOPE The scope of this procedure covers electrical raceway support systems in Category I s tructures. This includes all cable tray hangers, all seismic conduit and electrical box support systems (A, B and designated C train), and C train conduit and electrical box support systems designated by the Field Damage Study Group in conjunction with Class 5 Declassification Study. p: s p, > TUGCO OA
o PROCEDURE REVISION ISSUE NUMBER DATE PAGE TEXAS UTILITIES GENERATING CO. O CP-QP-11.10 3 AUG 0 71984 2 of 3 NOTE 1: Cla ss 1E electrical raceway is included in the scope of this procedure for Unit 2 building activities. NOTE 2: C train seismic conduit support systems are those which support conduits with the conduit number ending in "S". C train conduit support systens designated by the Field Damage Study Group may be identified as those in the areas " cross-hatched" on the Damage Study drawings. 2.3 RESPONSIBILITY AND AUTHORITY The Quali ty Engineering Supervi so r, or his designee, is responsible for the development of specific inspection instructions for inspector use. The Quali ty Control Supervisor is res ponsible for the implementation and administration of inspection activities. 3.0 PROCEDURE 3.1 PERSONNEL TRAINING Personnel training shall be provided in accordance with' Reference 1-E to assure that electrical raceway / support I systen QC' inspection personnel achieve and ma intain inspection proficiency. 3.2 INSPECTION DETAILS Quali ty Instructions supplementing this procedure identify the electrical raceway / support system inspection activities j and delineate inspection criteria to assure that construction activities comply with design specifications and applicable codes and standards. 3.3 MEASURING AND TEST EQUIPMENT Measu ring and test equipe nt is calibrated, adjus ted and maintained at prescribed intervals to provide confidence in the accuracy of the resulting da ta. Calibration responsibilities and requirements are defined in Reference 1-F. TUGCO OA r
PROCEDURE ISSUE REVISION PAGE NUMBER DATE TEXAS UTILITIES GENERATING CO. CP-QP-11.10 3 AUG 0 71984 3 of 3 3.4 STATUS INDICATORS The status of inspected itens is identified on appropriate I documentation as defined by the applicable Quali ty Procedu res. 3.5 NONCONFORMING ITEMS l Nonconfo nnances shall be repo rted as outlined in each Quali ty Instruction. l 3.6 DOCUMENTATION METHODS Quali ty Ins tructions specify the documentation required to provide objective evidence of compliance with specified Engineering / Cons truction criteria. Upon completion, these records shall be submitted for review, processing and filing in accordance with CPSES requirenents for QA records. ({ 3.7 CORRECTIVE ACTION The Quality Engineering Supervisor, or his designee, shall review deficiencies and nonconformances and recommend required corrective action in accordance with Reference 1-H. 4 i ~ Tucco OA ,}}