ML20126D756

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Rev 0 to QA Instruction Qairgs 11-H, Documentation Statusing Review Instruction
ML20126D756
Person / Time
Site: 05000000, Waterford
Issue date: 09/21/1982
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 8506150197
Download: ML20126D756 (13)
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Text

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  • *Isee.ap/e.M QU ALITY A13UR ANCE ENGINEERING paos 1 or 5

$UALITY ASSURANCE INSTRUCTION QAIRGS NO.

11-H k

SUPPLDfENT QAI NO.

9A

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..,s U3-Tompkins-Beckwith. Inc.'(W3-NY-11) Hanger / Support

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October 8, 19S2 as urss

...u c a e 6 s ases css inus or DOCUMENTATION STATUSING REVIEW INSTRUCTION as, p.s,.aso...=owsm.

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1.0 Purpose 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 Scope This instruction applies to the review and statusing of pipe supporting / hanger assemblies installed by Tompkins-Beckwith, Inc.

3.0

' References 3.1 QAI-9A - EBASCO (Record Statusing to Support Start-Up System Turnover) 3.2 TBP T&B (QA Records Turnover) 3.3 TBP T&B (Hanger and Support Installation Procedure) 3.4 1.0U 1564-468 - T&B (Drilled-In Expansion Type Anchors in Concrete for Category I 5tructures) 3.5 TBP T&B (Procedure for Inspecting Drilled-lu Expansion Type Anchors in Seismic Class I Concrete) 3.6 TBP T&B (Visual Inspection Procedure) 3.7 TBP T&B (Nondestructive Examination) 4.0 Definitions 4.1 Hanger - An assembly consisting of pipe attachment, rod or rods, springs, turnbuckles, beam attachments, etc., that is installed above a pipeline and used to transmit a portion of the weight of the pipeline and contents to a supporting member.

4.2 Suonort - An assembly consisting of a pipe attachment, spring rollers, slide plates, fabricated ' steel stanchon, etc., that is installed below a pipeline and used to transmit a portion of the weight of the pipeline and contents to a supporting camber.

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4.3 QAIRC Reviewer - Personnel assi,ined to assure that the documentation complies to applicable contractor's procedures as defined in these in-l structions with the exception of those items not addressed in this procedure or identified as responsibility of others, f

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GARDE 84-A-55 PDR B 44/

O QAIRGS NO. 11-H Page 2 of 5 5.0 Responsibility 5.1 The QAIRG Coordinator is responsible for coordinating a review staff and assuring that reviews are in conformance with this instruction and Ebasco Procedure QAI No. 9A.

5.2 The QAIRC Reviewer is responsible for reviewing documentation to assure compliance with the contractor's applicable approved procedures, codes, standards, etc. and document their review in accordance to this instruction and Ebasco Procedure QAI No. 9A.

5.3 The Contractor's QA Department shall review and resolve the deficiencies identified by the QAIRC Reviewers either by written responses, reinspection or properly documenting the deficiencies per their applicable procedures.

The Contractor shall transmit the corrected hanger packages to the QAIRG for another review and closure of previous deficiencies.

6.0 Procedure 6.1 The Hanger / Support documentation shall be reviewed in accordance to a pre-determined checklist per the requirements of QAI No. 9A.

Each item on the checklist shall be reviewed for the following criterlat 6.1.1 Drawings / Hanger Sketches 6.1.1.1 QAIRG Reviewers are responsible for the following items:

a) Legibility and ' completeness of the drawing sketch.

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

c) Revision status is latest per computer printout o,r_ traveler " blue line" drawing is stamped " Refer to Later Revision" and the latest revision reflects the as-built condition also, the latest revision shall have a " Review By" stamp.

d) Emdrac Revision and Field Revision is called out correctly.

e) Field supplied material or material supplied when field welds are substituted for shopwelds, shall be listed on the Bill of Materials with applicable heat numbers, f) Wald symbols are correctly detailed and weld numbers identifying all field welds.

g) All alterations or cross-outs shall be intialed and dated.

h) The identification of nonconformances and documented deficiencies per the contractor's QA Program.

1) The strut modification sheets are included when modified from original design.

j) Proper gap clearance for pipe supports and restraints allowing for glide / slide of pipe spool w/ Gap Criteria Sheet included.

k) The Cut-Down Sheet shs11 be identified on the back of the latest revised drawing / sketch and obtained in the package.

QAIRGS NO. 11-H Page 3 of 5

1) All previously superseded drawings / sketches will be marked "Rafer to Later Revision".

" [ Anplicable FCR or DCN stamp will appear on hanger. sketch or m

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:

a) Revision and/or design change approvals b) Location of the hanger / support c) The configuration control and seismic design control d) Acceptable Isometric drawings and final ESSE As-built /

Drawing approvals e) Qualification of Welder Certification 6.1.2 Weld Control Records (when included in package) See Attachment "A" 6.1.2.1 The QA Documentation Reviewers are responsible for the following items:

a) Verify that all " welds numbers" shown on hanger drawing / sketch are identified or shown on " Weld I.D.

only" b) Verify the " welder symbol" is identified which can be substantiated by the Filler Material Requisition.

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

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

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

f) Veirfy the correct " weld procedure" was utilized for the material listed on the Bill of Haterials.

g) If "NDE" was performed and listed on this form, a record of the examination shall be included in the package, if the "NDE" column is blank, no NDE was required. Also, if an item is cut down from a permanent (existing) structure and requires re-installation, NDE is required prior to reinstallation.

h) The " Remarks" column is not the QA Documentation Re-viewers concern and is used for information only.

6.1.3 Weld Control Record - 11008 (when included in package) See Attachment "B" 6.1.3.1 The QA Document Reviewers shall be responsible for the following items:

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

b)

Items 2, 3, 4, 6 thru 11 and 15 thru 19 shall be completed, c) Items 20 thru 23 will be completed when required by procedure or code.

d) Item 3 is the responsibility of the contractors welding engineer and will not be verified by the reviewer.

QAIRCS NO. 11-H Page 4 of 5 6.1.4 History. File Index 6.1.4.1 All sheets listed on the File Index 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 items a) The hangar mark number is entered with the Endrac Revision and applicable Field Revision Nos. listed.

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

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

d) There is an inspector's signature and date accepting i

the hanger.

e) Section "F", item #2 for Material Traceability shall have a final field check upon construction installation of hanger / support must be signed: also, if additional pieces have been added, these parts shall appear on the B.O.M. with a system code number or heat number.

NOTE: Additional inspections required for completed installations will be documented on Form GP-723-114 (Supplement Inspection Sheet) see Attachment "E".

6.1.6 Expansion Anchor Raports (when applicable) 6.1.6.1 The QA Documentation Reviewer is responsible to verify that all items are filled in and signed per the instructions.

NOTE: If an expansion bolt was tested and failed as in-dicated on the report, an additional Expansion Anchor Report shall be included in the package for retest.

6.1.6.2 If alterations arise from original bolt location or changes made by engineering, FCR or DCN must be in hanger package.

6.1.7 Cut-Down Sheets (when applicable) 6.1.7.1 The QAIRG Reviewer is responsible to verify the following itenst a) The form is complete and have entries in all blanks.

b) The welds that were removed shall be identified and a reveld number designated on the sketch and Wald Control Sheet.

QAIRCS NO. 11-H Page 5 of 5 c) If a permanent plate or column (existing) was cut and ground to the original configuration, an exami-nation by NDE is required and should be listed on the form and indicated on the Weld Control Record.

)!'angerRemovalRequest/ Authorization (whenapplicable) 6.1.8 6.1.8.1 The QAIRC Reviewer is responsible to verify that all items are filled in per the instructions.

NOTE: This form is necessary should it become necessary to remove or disconnect any completed hanger / support installation.

6.1.9 Weld Tiller Material Requisition Sheets 6.1.9.1 The QAIRG Reviewer is not responsible for re-viewing t!.is documentation; however, it may be used as substantial evidence where deficiencies can be clarified or closed by utilizing the requisitions.

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

" Review" column.

6.2.2 No documentation or records shall be discarded or destroyed by the QAIRC Reviewer.

7.0 Attachments 7.1 ATTACHMENT "A" Weld Control Record 7.2 ATTACHMENT "B" Weld Control Record - 11008 7.3 ATTACHMENT "C"-Hanger Inspection Checklist Letter 7.4 ATTACHMENT "D"4 anger Removal Request / Authorization 7.5 ATTACHMENT "E"-6upplementary Inspection Sheet 1.6 ATTACHMENT "F". Documentation Review Requirements Matrices - Hansers and Pipe Whip' Restraints 7.7 ATTACIDENT "C"-Documentation Review Checklists - Hangers and Pipe Whip Restraints k

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ATTACICIENT B 0

fe o-o.1 IIkitar0RB #3 SES FIELS INSPECTIGI DECELIST IG-af-11 Tore GP-723-3s i

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IWWEERS M SWFORIS t.

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ISO 90.

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IIISPECTION ACCEPTANCE ITUES:

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Pipe Clamps /II. Bolts B.

Verlable Spring Hengers

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Correct Si m 1.

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Spacers (sla and locaties) (If-appilcable).

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Festeners (si m. Becatled ti dtened).

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Itechaalcal Seey 5trut 3.

Proper type and sin of spring can 4.

Fasteners (sim. location. tightened)

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Proper sla er type.

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Red Type Hangers

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Lock not tight.

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Proper erlentaties of sgracture attack pelet.

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Campeand angle corrtet 2*

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Ceepeand angle correct,,2*

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Installation per Im-N-1730 2.

Reds straight with me bends. curves.:

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Mechanical Sodber

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1. Freyer oriudacion of strur+=re attadi #

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All llengers and supports 2.

Proper cold settisg.

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Onyoned angle estrect i 2*

1. Material traceability recorded.

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8 bits Torpe to =b== las Table 1.

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Meterial correct or As aut1t" 3.

Pipe elemonnees (if applicable) 3.

MMAKS Per 555E ha M-694.

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INSPECTION (W rLETE:

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Rev.0 BANCEE RINOVAL REQUE37/AUTEORI:ATION s.I' I.

REQUEST

LOC, EAncu MAaKi 6

INITIATOR F50NId CONTRACT 0t__

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son, cIm/u REQUIREn FOR FLuss/trono (TEs/p0) russ Ernac LIST FLUSE/Erneo REQUIIDC IANGER

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  • For ASP-IV-89 er ASF-!Y-91 SIONAIURE/Datt III. AUTuoRIZATIDW TIM,02AEr INSTALLED WOT REQUIRED l

signature / eate sagssture/ sate RELATED D0COMENTs (CIW,WA,DN, NCR,FCR,ETC.).

SPECIAL INSTEDCTICW8 EANCt1 DCINEER__

SIGNATURE /DATE set TB-QA VAULT TS*QA SUPERVISOR

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ISASCO CONSTRUCTION DCINEERINC (EANCERS) b LPM FIFING VERIFICATION C20VP 1

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ATTACIDENT 2C

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CONTRACT C3-NT-Il Data DOCIDtENTATION RETIEN REQUIRDIDITS MATRIX s

FIPE RUITI'RE AND/PR WHIP RESTRAINTS AND SEISMIC I STRUCT1fRAL STEEL 1

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CATE:DET REQUIRED DOCIDENTATION STATIIS DURING REFERDICE REMARKS IN-P30 CESS REVIEW 1

Seismic I Activity - Process Control Required l Docismen tatien

1) Traveler Indez, Form CP-723-47 Completely Filled'Out TBP-44 g
2) Weld ID Drawing Complete TBP-44 I
3) Weld Record Form 11008 for full pene-Complete TBP-44 tration welde. All other welds can be documented ce Form CP-723-12 (Welding Serieillance Report)
4) CED MDE Reports (as applicable)

Complete TBP-44 y

5) Righ Strength Bolt Test Report Complete TBP-44 8. TBP-23 O

Form CF-723-55 eg 5

6) Calibrattaa Test Eeports.

Complete TBP-23 Form CF-723-88

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i CDNTRACT C3-NY-Il Dan DOCUME3tTATIDIE REVIEW REQUIREME3fTS MATRIX HANCERS rage of STATUS DURING CATECDRY REQUIRED DOQBENTATION IN-FROCESS REVIEW REFERENCE RDtARKS Categories Activity - Frocess Control Required I thre 8 Dncementation Se t smic I,

I) Traveler Index form CF-723-47 ~

Completely filled out TSP-24 I

2) Ranger sketch Built per design or TBP-24. TBP-17 Init taled and dated by th As-built Engineer & QC Inspector U
3) Weld Control Record - Form CF-723-91 Completely filled out T3F-24 0

or 11008. CF-723-91 stamped on H

dravtag. the 11006 is for full reme-E tratica welds es

4) Ranger Cat-Dove Report Sheet Completely Filled Out TEP,-24 II Form CF-723-37 2
5) Field laspection OneckItst Ceepletely Filled Out TEP-24 e

o Form CF-723-38 for the required sechanical inspections O

6) CED NDE Reports As-required'for lugs.

TBP-20 attached to the plptag the NDE Report wt11 be imeluded la the FIping traveler.

7) Weld Material Requisttloo Completely Filled Out TBF-20 Not a review iten.

Form CF-723-52 For Information thily

8) Flate Drawing fer Enedment Plates TBF' 20
9) Espaaston Anchor Torque Report CompIqtely Filled Out TBP-24 & TBP-33 Form CF-723-42, when required.
10) OfTE's (Certified Material Test Required for all field h

I Reporta) fabricated hangers.and i

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material to B&P supplied

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supports / hangers

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EB15CO 5ERVICE1 INCW ATED ev catt N LD o,s o.,,,

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,c ua n t anosact-swesset HANGER AND SUPPORT INSTALLATION DOCLHENTATION REVIEW CHECKLIST

,$*ria Complete Accuram Legible SAT g N/A RDIARKS Form r

Category CP-72 3-47 T8P-24 1 thru 8 11008 or 3*1 CP-723-91 TBP-24 CP-72 3-37 TIP-24 CP-723-38 T5P-24 NDE Reprt T3P-24 CP-723-52 T3P-24 CP-723-42 T8P-24 Approved T3P-24 Hange r Built pr Drawing Design or Aa-luilt Approved TBP-24 Plate Dg TBP-20 for Embae ment Plat ne

'TBP-24 M R's ASME III

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ATTAClettNT C (Page 2 of 2)

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