ML20126D766

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Rev 1 to QA Instruction Qairgs 11-H, Documentation Statusing Review Instruction
ML20126D766
Person / Time
Site: 05000000, Waterford
Issue date: 01/05/1983
From:
EBASCO SERVICES, INC.
To:
Shared Package
ML20125A430 List: ... further results
References
FOIA-84-426, FOIA-84-449, FOIA-84-A-55, FOIA-84-A-65 QAI-9A, QAIRGS-11-H, NUDOCS 8506150200
Download: ML20126D766 (12)
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' QUALITY A1$URANCE INSTRUCTIQ'N QAIRCS NO.

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V3-Toe kine-Beckwith. Inc. (W3-NY-11) Hanser/ Support mwa

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_ DOCUMDfTATION STATUSINC REVIEW INSTRUCTION l October 8. 1982 es, gr'gj..ss.

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The purpose of this instruction is to assure a uniform and acceptable method for the review and statusing of the Quality Assurance Records needed to support testing and start-up activities.

2.0 Seone This instruction applies to the review and statusing of pipe supporting / hanger assemblies installed by Tompkins-Beckwith. Inc.

3.0 Feferences 3.1 QAI-9A = ERASCO (Record Statuains to Suppo'rt Start-Up Systes Turnover) 3.2 TSP T&B (QA Records Turnover)

3. 3, T8P T&B (Hanger and Support Installation Procedure) 3.4 LOU 1564-468 - T&B (Drilled-!n Expansion Type Anchors in Concrete for Category I Structures) 3.5 T8P T&B (Procedure for Inspecting Drilled-In Expansion Type Anchors in Seismic Class ! Concrete) 3.6 TSP T&B (Visual Inspection Procedure) 3.7 T3P T&B (Nondestructive Examination)

O.0 Definitions 4.1 h - An assembly consisting of pipe attachment, rod or rods, springs, turnbuckles been attachments, etc., that is installed above a pipeline and used to tranesit a portion of the weight of the pipeline and contents to a supporting member.

4.2 Juecort = An assembly consisting of a pipe attachment, spring rollers, sinde plates, fabricated steel stanchien, etc., that is installed below a pipeline and used to transsit a portion of the weight of the pipeline and contents to a supporting member.

4.3 DATRI

Reviewer - Personnel assigned to assure that the documentation comp 11es to applicable contractor's procedures as defined in these in-structions with the exception of those items not addressed in this procedure or identified as responsibility of others.

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QAIRCS NO. 11-H Page 2 of 5 I

5.0 Responsibiliev 5.1 The QAIRC Coordinator is responsible for coordinating a review staff and assuring that reviews are in conformance with this instruction and h asco Procedure QAI No. 9A.

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5.2 The QAIRC Reviewer is reopensible for reviewing documentation to assure f

comp 11asco with the contractor's applicable approved procedures, codes, standards, etc. and document their review in accordance to this tastruction and nasco Precedure QAI No. 9A.

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5.3 The contractor's QA Department shall review and resolve the deficiencies l

identified by the QAIRC Reviewers either by written responses, reinspection i

j or properly documenting the deficiencies per their applicable procedures.

l The Contractor shall transmit the corrected hanger packages to the QAIRG I

for another review and closure of previous deficiencies.

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6.0 21ggdgg 6.1 The Nasser/ Support documentation shall be reviewed la accordance to a pre-determined checklist per the requirements of QAI No. 9A. Each ites en the checklist shall be reviewed for the followtas criteria 6.1.1 Drawings / Manger sketehes i

4.1.1.1 QAIRC Reviewers are responsible for the following items:

j a) h aihility and completeness of the drawing sketch.

I b) Clarity of the redline information provided by T&B.

I c) Revision status is latest per computer printout g, traveler " blue line" drawing is stamped " Refer to Later Revision" and the latest revision reflects the as-built condition. The latest revisten f

shall have a " Review By" stag.

i d) IMDRAC Revisten and Field Revision is called out correctly.

e) Material traceability to C of C shall be listed on l

the Bill of Materials.

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f) Weld symbols are correctly detailed and weld numbers identifying all field welds.

i g) Alterations or cross-cute shall be initialed j

and dated.

g h) The identification of nonconformances and documented

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deficiencies per the contractor's QA program.

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1) Cut Down Sheets may be included in the traveler package and will be used yor Information only.

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QAIRCS N0. 11-H Page 3 of 5 j) Previously superseded drawings / sketches will be required if they contain pertinent installation records.

k) Applicable FCR or DCN steep will appear on hanger sketah or copy of FCR or DCN will be in package.

6.1.1.2 The following items shall be the responsibility of others by previous reviews or audits j

a) Revision and/or design change approvals b) Location of the hanger / support t

c) Seismic design control d) Acceptable Isometric drawings and final ESSE As-Built / Drawing approvals a) Qualification of Welder Certification 6.1.2 Weld Control Records (when included in package) See Attachment "A" 6.1.2.1 The QA Docuesntation Reviewers are responalble for the fallowing items a) Verify that all "welda numbers" shown on hanger drawing / sketch are identified or shown on 'W1d 1.D. only".

b) Verify the 'W1 der Symbol" is identified.

c) " Completion date" is not necessary as long as the inspector final visual acceptance is dated.

t d) Verify the " fit-up date" has been signed and dated.

a) Verify that " final visual" has been signed and dated.

l f) Verify that the " weld procedure" is entered.

g) The " Remarks" column is not the QA Documentation Re=

viewers concern and is us4d for information only.

6.1.3 Weld Control Record - 11004 (when included in package) See Attaahment "B" l

6.1.3.1 The QA Document Reviewers shall be responsible for the following itses I

a) Verify that all welds shown on the hanger / support sketches are identified on this fore.

P b) Items 2. 3, 4, 6 thru 11 and 15 thru 19 shall be completed.

c) Items 20 thru 23 will be cospleted when required by procedure.

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QAIRCS No.11-H Page 4 of 5 9

d) The validity of item 3 is the responsibility of the contractor's welding engineer-and will not be questioned by the reviewer.

(Refer to 6.1.2.13 ites f)).

6.1.4 History File Indem 6.1.4.1 All sheets listed on the File Inden sheets shall be in the package and accounted by the, QA Documentation Reviewer.

6.1.5 Field Inspection Sheets 6.1.5.1 QA Documentation Reviewers shall be responsible for the following iteest a) The Manger Mark Number is entered with the drawing revision number.

b) The ISO No. applicable to the hanger is entered.

c) An inspector's initial is entered in the space for the items applicable to the hanger, "W/A" is entered for those items that do not apply.

d) There is an inspector's signature and date accepting the hanger.

e) Section "f", Itea #2 for Material Traceability shall have a final field check upon construction installation of hanser/ support and must be signed. If additional pieceshwebeenaddedbyBur$ffbei$entiff!dasBurgan-patt reon d not field purchasek,thenthepiecessh Patterson supplied on the Bill of Material.

NOTE: Additional inspections required for completed installation will be documented on Form 0p-723-114 (Suppleasst Inspection Sheet).See Attachment "D" P

6.1.6 I;mpension Anchor Reports (when applicable) 6.1. 6.1

'the QA Docuamatation Reviewer is responsible to verify that

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all items are filled in and signed per the instructions.

NOTE: If an espansion belt was tested and failed as ta-disated on the report, an additional Espaaston Aasheer Report shall be included La the package for retest.

6.1.6.2 If alterations arise from original bolt location or I

changes ande by engineering, FCR or DCN must be in hanger package or referenced on hanger sketch.

6.1.7 Hanger Removal Request /Authorisation 6.1.7.1 The QAIRG Reviewer is not responsible for review of this document. To be used For Information only.

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I,1 QAIRCS No. 11-H Page 5 of 5 6.1.8 k' eld Tiller Material Requisition Sheets 6.1.8.1 The QAIRG Reviewer is not responsible for reviewing O

this documentation.

6.1.9 Discrepancy Notices referenced on any quality records in the package shall be contained.

6.1.10 ASME III NT Manger / Support Procedures to be added at a later date.

6.2 Miscellaneous Documentation 6.2.1 Miscellaneous documentation included in the Hanger / Support packages shall be used sa supporting documentation or can be used as substantiating evidence to verify entries in the required documentation listed on the checklists also, this documentation shall be listed on the checklist with an "N/A" entered in the

" Review" colum.

6.2.2 No documentation or records shall be discarded or destroyed by

  • the CAIRG Reviewer.

7.0 AttAthEARta 7.1 ATTACMMENT "A" - Weld Control Record 7.0 ATTACMMENT "B" - Weld Control Record - 11004 7.3 ATTACIDIENT "C" - Hanser Inspection Checklist Letter 7.4 ATTACNMENT "D" - Supplementary Inspection Sheet 7.5 ATTACIDENT "E" - Documentation Review Requirements Matrices - Hangers and Pipe Whip Restraints t

ATTACIDENT "T" - Documentation Review Checklists - Hangers and Pipe Whip 7.6 Restraints i

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ATTACHMENT B 6

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ll WATERFORD #3 SES FIELD IllSPECTIst CHECEI.IST l

W3-NY-11 Fem GP-723-3e ney. 4 l

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NANGER MARK'NO.

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150 NO.

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INSPECil0N ACCEPTAllCE ITEMS:

A.

Pipe Clamps /U. Bolts

9. [ Variable Spring Mangers h

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Correct Site

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cold tetting i 1/8" l,'

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Spacers (sizeandlocation)(ifapplicable).

2.

ID tag reflects Mark No.

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Fasteners (size,?ocatted. tightened).

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Proper type and size of spring can l}

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Mechanical Sway 5trut 4.

Fasteners (sizelocation, tightened) p

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Proper size or type.

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2 Lock nut tight.

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flod Type Napgers

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Proper orientation of sjructure attack point, a

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Compound angle certset 2*

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Compound angle correct,2*

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Installation per put4r-1730 2

Ilods straight with no bends. curves,!

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Adjustment lock nuts tight.

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Mechanical Snubber

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Proper orientation of structure attado pint.

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All llangers and Supports d

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Proper cold settirig, - ]/8 Conyamd asiste correct I 2..

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1. Heterial traceability'As Built'.'

recorded.

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Bolts Torque to values in Table 1.

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Material correct or 1

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Pipe clearances (if applicable) l 3.

RENARKS For ESSE sketd N-694.

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IllSPECTI0lt CofrLETE:

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ATTACI9 TENT 2C CONTRACT W3-NY-Il Date 6

DOCUNENTATION REVIEW REQUIREMENTS HATRIX PIPE RUPTURE AND/OR WHIP RESTRAINTS AND SEISMIC I STRUCTURAL STEEL CATEGORY REQUIRED DOCUMENTATION STATUS DURING REFERENCE REMARKS IN-PROCESS REVIEW Seismic 'I Activity - Process Control Required Docismentation

1) Traveler Index, Form CP-723-47 Completely Filled Out TBP-44 l

2') Weld ID prawing Complete TBP-44

3) Weld Record, Form 11008 for full pene-Complete TBP-44 tration welds. 'All other velde can be documented on Form CP-723-12 (Welding Surveillance Report)

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4) CEO NDE Reports (as applicable)

Complete TBP-44 N>

5) High Strength Bolt Test Report Complete TBP-44 & TBP-23 Form CP-723-55
6) Calibration Test Reports, Complete TBP-23 c.

ps Form CP-723-88 4

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CONTRACT W3-NY-11 Dzte DOCUMENTATION REVIEW REQUIREMENTS MATRIX HANCERS Page of i

t STATUS DURING CATECORY REQUIRED DOCENGENTATION IN-PROCESS REVIEW REFERENCE REMARKS Cctegories Activity - Process Control Required 1 thru 8 Documentation Seismic I

1) Traveler Index form CP-723-47 Completely filled out TBP-24 1
2) Hanger sketch Built per design or TBP-24. TBP-17 Initialed and dated by the As-built Engineer & QC Inspector
3) Wald Control Record - Form CP-723-91 Completely filled out TBP-24 I

or 11008. CP-723-91 stamped on drawing, the 11008 is for full pene-tration welds y

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4) Hanger Cut-Down Report Sheet Completely Filled Out TBP-24 m

e7 Form CP-723-37 O

5) Field Inspection Checklist Completely Filled out TBP-24 e-.

o Form CP-723-38 for the required mechanical inspections 3

6) CEO NDE Reports As-required for lugs, TBP-20 attached to the piping the NDE Report will be included in the Piping traveler.

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7) Weld Haterial Requisition Completely Filled Out TBP-20 Not a review item.

Form GP-723-52 Por Information only

8) Plate Drawing for Radiedment Plates TBP'-20
9) Expansion Anchor Torque Report Completely Filled Out TBP-24 & TBP-33 Form CP-723-42, when required.
10) CMTR's (Certified Meterial Test Required for all field Reports) fabricated hangers,and l

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for all fleid added is material to B&P supplie d I

supports / hangers

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e EEASCO SERvlCES INCORPCRATED sv caTE FIE LD I

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susaset HANGER AND SUPPORT INSTALLATION DOCUMENTATION RETIEW CEECELIST i

Form C g late Accuraa Iagible SAT g N/A Pmaart f,

Category GP-723-47 TBP-24 1 Gru 8 11008 or GP-723-91 TIP-24 GP-723-37 T3P-24 4

GP-723-38 TBP-24 NDE Emprt TIP-24 GP-723-52 TBP-24

'GP-723-42 TBP-24 Approved TSP-24 Hanger Built 1er Drmring Design e As-Built Approved TBP-24 Plate Dug TEP-20

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for M i

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'TBP-24 ASME III i

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