ML20126D786

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Rev 2 to QA Instruction Qairgs 11-H, Documentation Statusing Review Instruction
ML20126D786
Person / Time
Site: 05000000, Waterford
Issue date: 01/25/1983
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 8506150205
Download: ML20126D786 (12)
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QUALITY A15URANCE ENGINEERING paos 1

or 5 QUALITY ASSURANCE INSTRUCTION

,$p QAIRGS No.

11-H ff?q QAl NO.

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=aosECT w a a E,.o o.ra W3-Tompkins-Beckwith, Inc. (W3-NY-11) Hanger / Support

" " '," Ns os January 25, 1983 s

a TI ? bJ AP8blC AS65 RE94 ACE 5ISeyE OF DOCUMENTATION STATUSING REVIEW INSTRUCTION

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January 5,fl,983 Rev pean geso movsa 1.0 Purpose 2

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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 Scope This instryction 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 Supoort Installation Procedure) 3.4 LOU 1564-468-T&B (Drilled-In Expansion Type Anchors in Concrete for Category I Structures) 3.5 TBP T&B (Procedure for Inspecting Drilled-In 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 Support - An assembly consisting of a pipe attachment, spring rollers, slide plates, fabricated steel stanchion, etc., that is installed below a pipeline and used to transmit a portion of the weight of the pipeline and contents to a supporting member.

4.3 QAIRG Reviewer - Personnel assigned to assure that the documentation complies 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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e QAIRGS NO. 11-H Page 2 of 5 5.0 Responsibilitv 5.1 The QAIRG Coordinator is responsible for coordinating a review staff and assuring that reviews are in conformance with this instruction and Ebasco l

Procedure QAI No. 9A.

5.2 Ihe QAIRG Reviewer is responsible for reviewing documentation to assure compliance with the contractor's applicable approved procedures, codes, utandards, 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 QAIRG 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 criteria:

6.1.1 Drawings / Hanger Sketches 6.1.1.1 QAIRG Reviewers are responsible for the following items:

a) Legib'111ty and completeness of the drawing sketch.

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

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 revision shall have a " Review By" stamp, d) EMDRAC Revision and Field Revision is called out correctly.

e) Material traceability to C of C shall be listed on the Bill of Materials.

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

g) Alterations or cross-outs shall be initialed and dated.

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

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

QAIRGS NO. ll-H Page 3 of 5 j) Previously superseded drawings / sketches will be requirea if they contain pertinent installation records.

k) Applicable FCR or DCN stamp will appear on hanger sketch 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:

a) Revision and/or design change approvals b) Location of the hanger / support c) Seismic design control d) Acceptable Isometric drawings and final ESSE As-Built / Drawing approvals a) Qualification of Walder Certification 6.1.2 Wald 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.

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) Verify that the " weld procedure" is entered.

I g)

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

6.1.3 Wald 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:

I' 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 j

completed.

c)

Items 20 thru 23 will be completed when required by procedure.

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QAIRGS NO. ll-H Page 4 of 5 4

4 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 6.1.2.1; item f)).

6.1.4 History File Index

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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 Hanger 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, "N/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",

Item #2 for Material Traceability shall have a final field check'upon construction installation of hanaer/ support and must be signed. If additional pieces have been added by Burgan-Patterson and not field purchased, then the pieces shall be identified as Burgan-Patterson supplied on the Bill of Material.

NOTE: Additional inspections required for completed installation will be documented on Form GP-723-114 (Supplement Inspection Sheet).See Attachment "D" 6.1.6 Expansion Anchor Reports (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 or referenced on hanger sketch.

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

QAIRGS No ll-H Page 5 of 5 6.1.8 Weld Filler Material Requisition Sheets 6.1.8.1 The QAIRG Reviewer is not responsible for reviewing this documentation.

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

6.1.10 ASME III NF Hanger / 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 as supporting documentation or can be used as substantiating evidence to verify entries in the required documentation listed on the checklist; 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 QAIRG Reviewer.

6.3 Non-Seismic Hangers 6.3.1 Hanger Drawing 6.3.1.1 Verify Revision Status is latest per computer print out.

6.3.2 Surveillance Report 6.3.2.1 verify Surveillance Report or sign off on drawing for final visual for all large bore hanger welds.

7.0 Attachments 7.1 ATTACHMENT "A" - Weld Control Record 7.2 ATTACHMENT "B" - Wald Control Record - 11008 7.3 ATTACHMENT "C" - Hanger Inspection Checklist Letter 7.4 ATTACHMENT "D" - Supplementary inspection Sheet 7.5 ATTACHMENT "E" - Documentation Review Requirements Matrices - Hangers and Pipe Whip Restraints 7.6 ATTACHMENT "F" - Documentation Review Checklists - Hangers and Pipe Whip Restraints t_

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ATTACHMENT B 4

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HRTERFORD #3 SES FIELD IllSPECTIIII CIIECalLIST Form GP-723-30 W3-M-11

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HANGER MARK'NO.

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ISO 110.

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INSPECTION ACCEPTAIICE ITEflSt

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Pipe Clags /l1. solte

9. $ Variable Spring flangers j

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Correct Size 1.

Not /

cold tetting i 1/8" 2.

Spacers (stre and lecetten) (if-applicable).

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10 tag reflects Mart No.

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Fasteners (stre,locatted,tightensil).

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Proper type and size of spring can Jl B.

Mechanical Sway Strut 4.

Fasteners (size.locatten. tightened) i 1

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Prerer size or type.

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Lock nut tight.

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Ited Type Hangers l

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Proper erlentatten of s recture attach point.

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Campound angle correct 2'

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C8" Pound angle correct,+ 2*

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Installation per nn-w-1730 2.

Ilods straight with ne bends. curves.,

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Adjustment lock nuts tight.

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Mechanical snubber t

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Proper oriedation of senacture attada point.

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All Nangers and supports Q

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Proper cold setthg.

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Ompossal angle correct U 2*

1. Heterialtraceabilityrecorded.

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Botta Toripan to values in Table 1.

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Heterlat correct or 'As Built'.'

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Pipe clearances (if applicable) 3.

IttpWtKS For BSliE sketdi M-694.

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ATTACIWGENT 2C

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CONTRACT W3-NY-il Date 6

DOCISIGITATIUlf REVIEW REQUIREMENTS MATRIX PIPE RUPTURE AND/OR WHIP RESTRAINTS AND SEISMIC I STRUCTURAL STEEI.

CATECORT REQUIRED DOCittENTATIOff STATUS DURIIGG REFERENCE REMARKS IN-PSOCESS REVIEW Seisele I Activity - Process Control Required Docismentation

1) Traveler Index, Form GP-723-47 Completely Filled Out TSP-44 l
2) Weld ID Drawing Complete TBP-44
3) Weld Record, Form 11008 for full pene-Complete TSP-44 tration welds. All other welds can be documented on Form CP-723-12 (Welding Surveillance Report)
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 TSP-23 ps Form CP-723-88 I

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'l Date DOCUMENTATION REVIEW REQUIREMENTS NATRIK NANCERS Page of t

4 STARIS DURING l

CATECORY REQUIRED D00NENTATION IN-PROCESS REVIEW REFERENCE REMARKS l

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Categories Activity - Process Control llequired j

1 thru 8 Documentation J

Seismic I l

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1) Traveler Index form CP-723-47 Completely filled out TBP-24 l

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2) Hanger sketch Built per design or TBP-24. TBP-17 Initialed and dated by the As-built Engineer & QC Inspector
3) Weld Control Record - Form CP-723-91 Completely filled out TBP-24 l

or 11008. CP-723-91 stasped on i

drawing, the 11008 is for full pene-tration welds s

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

U Form CP-723-37 5

5) Field Inspection Checklist Completely Filled out TBP-24 i

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Form CP-723-38 for the required mechanical inspections i

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

TBP-20 attached to the piping 3

j the NDE Report will be I

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included in the Piping traveler.

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7) Weld Material Requisition Completely Pilled Out TBP-20 Mot a review item.

i Form GP-723-52 For Information Only

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

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EBASCO SERVICES INCORPO.< ATED MW sv para

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k C LIE NT e osset-suesset HANGER AND SUPPORT INSTALLATION DOGMENTATION N

REVIEW CHECKLIST Porm Complate Accurau Legible SAT N/A REMARKS f

Category GP-72.3-47 TBP-24 thm 8 11008 or Seismic GP-723-91 TBP-24 GP-723-37 TBP-24 GP-723-38 TBP-24 NDE Baprt TBP-24 GP-723-52 TBP-24

'GP-723-42 TBP-24 Approved TBP-24 Hanger Built per Drawing Design er As-Built Approved TBP-24 Plate Dug TBP-20 for M ment Platas TBP-24 ASME III 1

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