ML20126D794

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Rev 3 to QA Instruction Qairgs 11-H, Documentation Statusing Review Instruction
ML20126D794
Person / Time
Site: 05000000, Waterford
Issue date: 03/22/1983
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 8506150207
Download: ML20126D794 (32)
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Text

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QUC.lTY ASSUR ANCE ENGINEERING pace 1

or 7 M

g Q$.i QUALITY ASSURANCE INSTRUCTION QAIRGS NO.11-H gQh SUPPLEMENT g

QAI NO.

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  • *=u c a e ws asawacas aseva or DOCUMENTATION STATUSING REVIEW INSTRUCTION January 5, 1983 Rsy pett mastto movEC 1.0 Purpose 3 \\@.,[

ThepurposeofthisinstructionistoassureauniformandacceptablemethodfN 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 - EEASCO (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 LOU-1564-468-T&B (Drilled In Expansion Type Anchors in Concrete for Category I Structures) 3.5 TBP T&B (Procedure for Itrnecting Drilled In Expansion Type Anchors in Seismic Class I Consrete)'

3.6 TBP T&B-(Visual Inspection Procedure) 3.7 TBP-41-T&B (Nondestructive Examination) 3.8 ASME SECTION III, Nuclear Plant Components. Division I Thru Summer 76 Addenda 3.9 Quality Assurance Criteria for Nuclear Power Plants (10 CFR 50 Appendix B) 3.10 Contract W3-NY-11 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 transmita 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, j

f abricated 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 y

r member.

85 61 g 7 850301 g4 QARDE04-A-55 PDR

e QAIRG NO. 11-H o

PAGE 2 of 7 4.3 QAIRC Reviewer - Personnel assigned to assure that the documentation complies to applicable contractor's procedures as defined in these instructions with the exception of those items not addressed in this procedure or identified as responsibility of others.

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 QAIRG 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 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.

i 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 itemas a) Legibility and completeness of the drawing sketch.

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

c) Revision status is latest per contractor computer print-out and Esse Master List or traveler " blue line" drawing

/bh 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.

e

4 QAIRG NO.11-H PAGE 3 of 7 g) Alterations or cross-outs shall be initialed and dated, h) The identification of noncomformances and documented deficiencias per the contractor's QA Program.

Z$$ 1) Cut Down Sheets will be included in the traveler package and will be used for Aid in Review and substantiate other documentation, j) Previously superseded drawings / sketches will be required 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.

1) Sketch deleted items are deleted from B.O.M.

g$im) Each item on face of hanger sketch is referenced on Bill of Material.

n) Items added by redlining are included in Bill of Material.

2 b o) Material traceability is established and verfiable for field furnished items.

Ih p) Parc numbers are correct for field furnished material.

6.1.1.2 The following items shall be in 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.

e) Qualification of Walder Certification 6.1.2 Weld Control Records (when included in package) See Attachment "A" 6.1.2 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 net necessary as long as the in-spector final visual acceptance is dated.

F o

QAIRC NO. 11-H PAGE 4 of 7 i

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 nrocedure" is entered.

l g) 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"

l 6.1.3.1 The QA Document Reviewers shall be responsible for the following itemst a) Verify that all welds shown on the hanger / support j

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.

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 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 l

l a) The Manger Mark Number is entered with the drawing i

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 l

items that do not apply.

i 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 hanger / 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.

amen >**

QAIRC NO. 11-H PAGE 5 of 7 l

NOTE: Additional inspections required for completed installation I

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 and signed per the instructions.

NOTE:

If an expansion bolt was tested and failed as indicated 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 aust be in hanger package or referenced on hanger sketch.

6.1.7 Hanger Removal Request / Authorization l

6.1.7.1 The QAIRG Reviewer is not responsible for review of this document.

To be used For Information Only.

l 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 cot.tained, d 6.1.10 ASME III NF Hanger / Support Procedures

~

6.1.10.1 QAIRG Review Procedures for NF Hanger / Supports shall confors to the scope of review for Seismic I Safety Class Components including Para. 6.1.10.2 and 6.1.10.3 6.1.10.2 NDE shall be required for full penetration welds and will be included in the traveler package.

l l

6.1.10.3 Material traceability for items 5/8" or larger shall be to a CMTR.

l 6.1.10.4 See Attachment "K" NF ASME III Hanger Review checklist 6.2 Non-Seismic Hangers 6.2.1 Hanger Drawing shall be reviewed for legibility and completeness j

6.2.1.1 Verify Revision Status is latest per computor printout.

QAIRG NO. 11-H PAGE 6 of 7 6.2.2 Surveillance Report shall be in Traveler Package (when applicable) 6.2.2.1 Verify Surveillance Report or sign off on drawing for final visual for all large bore hanger welds.

6.2.3 Open NCR's related to the Hanger Drawing shall be statused with verification of work complete 6.2.4 See Attachment "J" for Non-Seismic checklist 6.3 Miscellaneous Documentation 6.3.1 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 doc-umentation shall be listed on the checklist with an "N/A" entered in the " Review" column.

6.3.2 No documentation or records shall be discarded or destroyed by the QAIRG Reviewer.

.3s6.3.3 OAIRG-DR-1 Generic Deficiency Report (Attachment "G") shall be utilized to expedite contractor closure of potential generic deficiencies documented by QAIRG personnel.

$a6.3.4 QAIRG-RC-1 Henger Technical Review Checklist (Attachment "H")

shall be utilized by the QAIRG personnel with their on going traveler review sinutaneously to assure the completeness and accuracy of the in Process Review.

7.0 Attachments 7.1 ATTACHMENT "A" - Weld Control Record 7.2 ATTACHME!C "B" - Weld 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 ATTACXHENT "F" - Documentation Review Checklists-Hangers and Pipe Whip Restraints 7.7 ATTACHMENT "G" - QAIRG Generic Deficiency Report

QAIRG NO. 11-H i

PAGE 7 of 7 I

7.8 ATTACHMEhT "H" - QAIRG-RC-1 Seismic Hanger Review Technical Checklist 7.9 ATTACHMENT "J" - QAIRG-RC-2 Non-Seismic Hanger Review Technical Checklist l

7.10 ATTACINEhT "K" - NT ASME III Hanger Review Checklist 7.11 ATTACIL1ENT "L"- Seismic I Whip / Restraints l

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WATERFORD #3 SES I

FIELD IllSPECTI(Il CHECELIST l

W3-NY-11 Form GP-723-38 l

ilAllGERS Alm SUPPORTS ney. 4 1.

IIANGER MP.RK "fl0.

lleV. '

150 100.

1 2.

INSPECTION ACCEPTAllCE ITEMS:

A.

Pipe Clamps /U. Bolta O. $ Verlable Spring Hangers b

1 1.

Correct Size 1.

Ilot /

cold letti

! I/8" 2.

Spacers (sizeandlocation)(ifapplicable).

2.

10 tag reflects Ma flo.

3.

Fasteners (size,locatted,tigbtened).

B.

Mechanical Sway Strut 3.

Proper type and size of spring can

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4.

1.

Prnper size or type.

Fasteners (size. location.tl$tened) i

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2 Lock nut tight.

E.

Ilod Type llapgers q

3.

Proper orientation of s recture attack point.

21 4.

Compound angle correct 2*

1.

Compound angle correct _,2' i

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5.

Installation per IR[R4F-1730 2.

Rods straight with no bends. curves.!

etc.

e 3.

Adjustment lock nuts tight.

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C.

Mechanical Snubber i

1.

Proper oriendation of structure attada point:.

F.

All llangers and Supports d

f 2.

Proper cold setting. - /8".

3.

Compound angle correct 2*

1.

Heterialtraceabilityrecorded.

4.

Bolts Torque to yalues in Table 1.

2.

Heterial correct or 'As Butit'.'

3.

Pipe clearances (if applicable) 3.

REMARKS s

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4.

IllSPECTION CODFLETE:

DATE l

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ATTACHMENT 2C CONTRACT W3-NY-il Date i

DOCUMENTATION REVIEh REQUIREMENTS MATRIX PIPE RUPTURE AND/OR WHIP RESTRAINTS AND SEISMIC I STRUCTURAL. STEEI.

CATECORY REQUIRED DOCUMENTATION STATUS DURING REFERENCE REMARKS IN-PROCESS REVIEW Seismic I Activity - Process Cdntrol Required Documentation

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

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4) CEO NDE Reports (as applicable)

Complete TBP-44

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5) liigh Strength Bolt Test Report Complete.

TBP-44 & TBP-23 Form CP-723-55 i

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6) Calibration Test Reports, Complete TBP-23 ps Form CP-723-88 I

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CONTRACT "l-NY-il Date l

DOCUMENTATION REVIEW REQUIREMENTS MATRIX NANGERS Page of l

STATUS DURING 1

CATECORY REQUIRED DOCUDENTATION IN-PROCESS REVIEW REFERENCE REHARKS C tegorien Activity - Process Control Required 1 thru 8 Docismen tation Seismic 1

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

l

2) Hanger sketch Built per design or TBP-24. TBP-17 Initialed and dated by the As-built Engineer & QC Inspector U>
3) Wald Control Record - Form CP-723-91 Completely filled out TBP-24 or 11008, CP-723-91 stamped on drawing, the 11008 is for full pene-tration welds l
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4) Hanger Cut-Down Report Sheet Completely Filled Out TBP-24

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Form CP-723-37 g.

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5) Field Inspection Checklist Completely Pilled Out TBP-24 r.

o Form GP-723-38 for the required mechanical inspections E$

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

I

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

Form GP-723-52 For Information only

8) Plate Drawing for Embedment Plates TBP-20
9) Expansion Anchor Torque Report Completely Pilled out TSP-24 & TBP-33 Form CP-723-42, when required.

8

10) CMTR's (Certified Material Test Required for all field Reports) fabricated hangers,and I

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for all field added U

material to B&P supplie d

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EEASCO SERVICES INCORPORATED er oave m to I

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SUSJECT HANGER AND SUPPORT INSTALLATION DOCUMENTATION N

REVIEW CEECELIST Doc e

Form Complatel Accurse Legible SAT g N/A REMARES d

eda Category GP-723-47 TBP-24 dru 8 11008 or Seismic GP-723-91 TBP-24 GP-723-37 TBP-24 GP-723-38 TBP-24 NDE Emprt TBP-24 GP-723-52 TBP-24

'GP-723-42 TBP-24 Approved' TBP-24 Hanger Built per Drawing Design at As-Built Approved TBP-24 Plate Dug TBP-20 for h ment Platas TBP-24 s

ASME III og l

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ATTAC1 CENT F (Page 2 of 2)

QAIRG-DR-1 EEASCO SERVICES INCORPORATED QAIRG GENERIC DEFICIENCY REPORT Date To:

Report #

Doficiency

Description:

Supporting Data Attached Yes No i

By Approved Approved Recosamended Resolution:

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By Approved Approved

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Rccolution/ Corrective Action:

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By Approved Approved

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I CLOSURE Acc:pt Reject By Date

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QAIRG-RC-1 r

SUS ISO NO.

HANGER TECHNICAL REVIEW CHECKLIST HNGR NO.

Seismic I Hangers DATE:

NOTE: All items shall be (V ).

If open it shall appear on Exceptions List.

Ennaer Drawing Not l

A.

General Ace Ace N/A 1.

All information including redlines is clear and legible.

2.

Black line crossouts are initialed and dated when required.

3.

Endrac Revision and Field Revision is called out correctly on other package documents.

4 Revision status is latest per T&B computer printout and ESSE master list or traveler "Blueline" drawing is stamped " Refer To Later Revision" and the latest revision reflects the As-Built condition. The latest revision shall also have a

" Review By" stamp.

5.

" Built Per Design", "Ebasco As-Built" or "As-Built By Field" stamp is on drawing face with applicable signatures, a) Hangers with MQC acceptance prior to 3/2/82 will be stamped "As-Built By Field" if any redlining occurred, even though they fall within FCR-MP-1553 tolerance.

b) Interim ESSE review or ESSE review signature, g required.

Note: ESSE signature is required on all "As-Built" or j

" Built Per Design" drawing redlined out of scope of j

FCR-MP-1553.

l l

6.

" Built Per Design" drawings which are redlined are stamped with FCR-MP-1553 (af ter 3/2/82).

7.

Applicable FCR's, DN's, DCN's or NCR's are stamped on drawing f ace or included in the traveler package.

Note: List No.

l 8.

Discrepancy Notices referenced on sketch must be included in package.

B.

Bill of Material 1.

Each item on face of drawing is referenced on B.O.M.

2.

Items added by redlining are included in B.O.M.

Note: Anchor Plates and Hilti's are listed.

Example: P-101 Plate w/4 3/4 X 10" Boles.

3.

Parts numbers are correct for field substituted material.

ATTACIC ENT "11"

Not Ace Ace N/A 4

Deleted items are deleted from B.O.M.

j 5.

Material traceability is established and verifiable for field furnished items.

C.

We1 ding 1.

Weld Control Record is complete for latest drawing revision.

a) Wald sign-offs are complete for all welds, including previous revisions.

b) Wald procedures are correctly referenced.

l 2.

Each veld symbol is identified with veld I.D. number and not duplicated (except PBW designated with "FW").

3.

Weld symbol is correct for the applicable weld joint geometry.

4 4.

Field weld symbols are indicated correctly.

l S.

Added welds when shims are utilized.

l 6.

Full penetration velds must be documented on 11008 Weld Control Record.

7.

Post Wald Heat Treatment requirements are met (not required for embeds).

8.

Skewed "T" Joint veld criteria net, per FCR-MP-1553.

i l

9.

For field modified struts, additional veld (s) are recorded on Wald Control Record.

10.

Walder I.D. is entered.

l'1.

NDE records are included when NDE is required on Wald Control i

Record per paragraph 6.1.7 of this instruction.

12.

Revelds and repairs to velds are entered on Wald Control i

Record.

13.

Preheat requirements are entered on hanger sketch by Engineering.

14 Form 11008 - N/A items a thru e when not in package.

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 vill be completed when required by procedure or code.

l D.

Mechanical l

1.

Friction Anchors i

Not Ace Acc N/A a) Friction Anchors (B P part 6010) Torque is signed-off on face of drawing.

b) CN stamp on drawing for torque per FCR-MP-1560 after 2/26/82.

2.

Struts a) Modified struts reference FCR-MP-1298 and traceability for pipe used to lengthen strut.

b) Reference FCR-MP-1730 for strut supports with M.Q.C. after 4/27/82 c) Strut min./ max. dimensions are not exceeded.

3.

Anchor / Embed Places a) Check for compliance with DCN-AS-306 if attachment location is on drawing, b) Check for FCR allowing deviation from structural attachment location on exposed places or eccentricity i

evaluation per FCR-AS-1824 j

c) Embed designation "Later" should specify correct plate size.

4 Box Guides a) Check for compliance with ESSE evaluation on NCR-W3-2644 If gaps do not comply with NCR-W3-2644 evaluation, but do comply with FCR-MP-1553, than accept as is; OR b) Ifnotevaluatedunder-NCR-W3k644thenevaluatepergap criteria of FCR-MP-1553 (M-694 sketches).

5.

Snubbers a) Modified snubbers reference FCRrMP-1298 b) Snubber bolt torque per TBP-24, Table 1, or FCR-MP-1624.

1.

Sign-off must appear on drawing OR 2.

Sign-off must appear on Field Inspection Checklist, Rev. 3 only.

OR i

3.

Field Inspection Checklist must show N/A in torque space indicating torque pins are in place.

c) For modified snubbers, torque dated after welding and traceability for pipes added to lengthen snubbers.

6.

Dimensions and Drawing Accuracy a) Compare red'11ne information with FCR-MP-1553 tolerance.

Not Ace Ace N/A t

l b) Sections and views are shown correctly.

c) Overall dimensions shall equal sum of accumulated dimensions.

7 Clamps and U-Bolts j

a) Evidence of double nutting l

OR I

b) Reference'FCR-MP-1625 for locking feature after 3/22/82.

Field Inspection Checklist 1.

The hanger mark number is entered with the Drawing Revision.

~

2.

The iso number applicable to the hanger is entered.

l 3.

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.

(Note: All blocks must be addressed) 4 There is an inspector's signature and date accepting the hanger.

5.

Section "T",

Item for Material Traceability shall have a final field check upon construction installation of hanger /

sueport and must be signed.

Expansion Anchor Toroue Reports (FCR-CH-1156) 1.

The QA Documentation Reviewer is responsible to verify that all items are filled in and signed per the instructions.

i 2'.

If an expansion bolt was tested and failed as indicated on the report, an additional Expansion Anchor Report and a failed anchor report shall be indicated in the package.

3.

If alterations arise from original bolt location or changes made by er.gineering, FCR or DCN sust be in hanger package.

j Discrepancy Notice 1.

NCR 4010 D.N.

l a) Wald reinspection sheet is in package and is complete, accurate and accepted.

b) Technical walkdown sheet or F.I.C. is attached.

l c) Discrepancies reported are properly dispositioned, deleted or reworked and accepted by QC.

d) Disposition has been approved by ESSE, when required.

f e) All sheets are properly headed and numbered. (hanger mark) l f) Face of D.N. 'is properly filled out.

._--__---.____-e,-,---m.

N

Not Ace Ace N/A l

2.

Other D.N.'s a)

D.N. complete and accepted, information is legible and understandable.

b)

D.N. raised to an NCR has NCRf entered on face of D.N.

and on face of hanger sketch.

NOTE 1: Review of all other documentation included in the package is not required.

NOTE 2: Acceptance of items indicates acceptance of completeness, j

accuracy and legibility in accordance with approved T&B procedures.

i I

QAIRG-RC-2 sue-ISO NO:

HANGER TECHNICAL REVIEW CHECKLIST HNGR NO:

Non-Seismic Hangers DATE:

/

NOTE: All items shall be (V ).

If open it shall appear on Exceptions List.

i R nger Drawing A.

General Acc. NEE.N/A 1.

All information including redlines is clear and legible.

2.

Emdrac Revision and Field Revision is called out correctly on other package documents.

3.

Revision status is latest per ESSE master list or traveler "Blueline" drawing is stamped " Refer To Later Revision".

4.

" Built Per Design", "Ebasco As-Built" or "As-Built By Field" stamp is on drawing face with applicable signatures.

5.

Applicable NCR's are stamped on drawing.

6.

ESSE Review signature and stamp is on drawing face.

B.

Bill of Material r

l 1.

Each item on face of drawing is referenced on B.O.M.

l 2.

Deleted items are deleted from B.O.M.

C.

Welding 1.

Surveillance Report is complete for latest drawing revision; or a) Weld sign-offs are complete for all welds, including previous revisions.

2.

Field weld symbols are indicated correctly.

3.

Added welds when shias are utilized.

4.

Full Penetration welds must be documented on 11008 Wald Control Record.

5.

Skewed "T" Joint weld is criteria met.

6.

For field modified struts, additional weld (s) are recorded on Drawing Face.

7.

Rewelds and repairs to welds are entered on Drawing Face or Surveillance Report or supplementry Inspection Sheet.

ATTACICIENT "J"

QAlkG-RC-2 P 33 2 Acc.

c. N/A 8.

Dimensions and Drawing Accuracy a) Sections and views are shown correctly.

b) Overall dimensions shall equal sur of accumulated dimensions.

Field Inspection Checklist (when applicable) 1.

The hanger mark number is entered with the Drawing Revision.

s 2.

The iso number applicable to the hanger is entered.

3.

An Engineer'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.

(Note: All blocks must be addressed) 4.

There is an Engineer's signature and date accepting the hanger.

NOTE 1: Review of all other documentation included in the package is not required.

NOTE 2: Acceptance of items indicates acceptance of completeness, accuracy and legibility in accordance with approved T&B procedures.

k I.

,,.,---..w,

._,,--,---,,,,,_,n.

,,.. ~ -.,, _ _,... - -

n.-,.

n

QAIRG-RC-2$

t SUS ISO NO.

i HANGER TECHNICAL REVIEW CHECELIST ENGR NO.

NF HANGERS DAyg N0*E: All items shall be (/). If open it shall appear on Exceptions List.

i Hanter Drawint Not A.

General Ace Ace N/A 1.

All information including redlines is clear and legible.

2.

Black line crossouts are initialed and dated v$en required.

l l

i E=drac Revision and Field Revision is called out correctly I

3.

on other package documents.

4 Revision status is latest per T&B computer printout and ESSE master list or traveler "Blueline" drawing is stamped " Refer To Later Revision" and the latest revision reflects the As-Built condition. The latest revision shall also have a

" Review By" stamp.

5.

" Built Per Design", "Ebasco As-Built" or "As-Built By Field" stamp is on drawing face with applicable signatures.

l I

a) Hangers with MQC acceptance prior to 3/2/82 will be stamped "As-Built By Field" if any red 11ains occurred, even though they fall within FCR-MP-1553 tolerance.

b) Interim ESSE review or ESSE review signature, g required.

Note ESSE signature is required on all "As-Built" or

" Built Per Design" drawing redlined out of scope of FCR-MP-1553.

t 6.

" Built Per Design" drawings which are redlined are stamped wi::h FCR-MP-1553 (af eer 3/2/82).

7.

Applicable FCR's, DN's, DCN's or NCR's are stamped on drawing face or included in the traveler package.

Notes List No.

8.

Discrepancy Notices referenced on sketch must be included in package.

B.

Bill of Matertal 1.

Each item on face of drawing is referenced on B.O.M.

l 2.

Items added by redlining are included in B.O.M.

Note: Anchor Places and Rile 1's are listed. Example: P-101 Plate w/4 3/4 X 10" Bolts.

J 3.

Parts numbers are correct for field substituted sacerial.

a) Material 5/8" or larger will be traceable to a CMTR.

_- m A mn11'""

i Net Ace Ace N /A 4.

Deleted items are deleted ftos 3.0.M.

5.

Material traceability is established and verifiable for field i

furnfahed it==.

i t

C.

Welding 1.

Weld Control Record is complete. for latest drawing revision.

a) Weld sign-offs are complace for all welds, including l

previous revisions.

t i

b) Weld procedures are correctly referenced.

l l

l 1

2.

Each weld symbol is identified with weld I.D. numbet and j

not duplicated (except PSW designated with "FW").

j 3.

Weld symbol is correct for the apolicable weld joint geometry.

I 1

t 4

Field weld svnbols are indicated correctly.

l 1

5.

Added welds when shias are utilised.

l 4

6.

Full penetration welds must be documented on 11004 Wald i

Control Record.

7.

Post Weld East Treatment requirements are att (not required for embeds).

l 8.

Skewed "T" Joint veld criteria met, per FCR-MP=1553.

4 9.

For fis1d modified atruta, additional weld (s) are recorded I

on Weld Control Record.

i

10. Walder' I.D. is entered.

l i

11. NDE records are included when NDE 'is required on Weld Control Record per paragraph 6.1.7 of this instruction.

f I

12. Revelds and repairs to welds are entered on Weld Control Record.
13. Freheat requirements are entered on hanger sketch by Engineering.

14.

Form 11003 - N/A items a thru e when not in package.

a) Verify that all welds shown on the hanger / support i

sketches are identified on this form.

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

I l

c) Items 20 thru 23 will be completed when required by j

procedure or code, i

D.

Mechanical 1.

Friction Anchors' 1

l

~-r.e-.=

f I

Nst Ace Acc N/A a) Friction Anchors (B F part 6010) Torque is signed-off on I

face of drawing.

i' b) CN stamp on drawing for torque per FCR-MF-1560 after 2/26/82.

l 2.

Struts 3

)

a) Modified struts reference FCR-MF-1298 and traceability for j

pipe used to lengthen strut.

b) Reference FCR-MF-1730 for strut supports with M.Q.C. after i

4/27/82 c) Strut ain./ max. dimensions are not exceeded.

3.

Anchor / Embed Flates a) Check for compliance with DCN-AS-306 if attachment location is on drawing.

i b) Check for TCR allowing deviation from structural attachment location on esposed plates or eccentricity evaluation per FCR-AS-1824.

I c) Imbed designation "I,ater" should specify correct plate i

size.

4 Box Guides a) Check for compliance with ESSE evaluation on NCR-W3-2644 If gaps do not comply with NCR-W3-2644 evaluation, but do comply with FCR-MF-1533, then accept as 1s; OR b) If not evaluated under NCR-W3-2644 then evaluate per sap criteria of FCR-MP-1553 (M-694 sketches).

3.

Snubbers f

a) Modified snubbers reference FC1-MF-1294 i'

b) Snubber bolt torque per T37-24 Table 1, or FCR-MF-1624.

1.

Sign-off must appear on drawing OR 4

2.

Sign-off aust appear on Field Inspection Cheek 11st, Rev. 3 only.

OR l

3.

Field Inspection Checklist must show N/A in torque space indicating torque pins are in place.

c) For modified snubbers, torque dated after welding and traceability for pipes added to lengthen snubbers.

6.

Dimensions and Drawing Accuracy a) Compare red'11ne information with FCR-MF-1553 tolerance.

. ~.. _...

r-

..,,..-_-,__~...-.,.-_m,,..-,.,,c w.,_,,c.___.,.,y,_,,

.m-,

-__._m,w.,

y

i Nat Ace Ace N/A b) Sections and views are shown correctly.

]

c) Overall dimensions shall equal sus of accumulated dimensions.

4 7.

Clamps and U-Bolts 1

a) Evidence of double nutting OR 1

b) Reference FCR-MP-1625 for lockins feature after 3/22/82.

i i

Field Inspection Checklist i

{

1.

The hanger nark number is entered with the Drsving Revision.

2.

The iso number applicable to the hanger is entered.

3.

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.

(Note: All blocks must be addressed) 4 There is an inspector's signature and date accepting the l

hanger.

5.

Section "T",

Ites for Material Traceability shall have a final field check upon construction installation of hanger /

sunoort and must be siened.

l Ixeansion Anchor Toreue Reeorts (FCR-CH-1156) 1.

The Q4 Documentation Reviewer is responsible to verify that all j

items are filled in and signed per the instructions.

2.

If an expansion belt was tested and failed as indicated on the l

report, an additional Expansion Anchor Report and a failed

.t anchor report shall be indicated in the package.

l 3.

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

Discrepanev Notice i

j 1.

NCR 4010 D.N.

l a) Weld reinspection sheet is in package and is complete, accurate and accepted, b) Technical walkdown sheet or F.I.C. is attached.

i c) Discrepancies reported are properly dispositioned, deleted or reworked 'and accepted by QC.

r d) Disposition has been approved by ESSE, when required.

I

)

e) All sheets are properly headed and numbered. (hanger mark) j f) Tace of D.N. 1s properly filled out.

I n.

~.........

~

Not Ace Acc N/A 2.

Other D.N. 's a)

D.N. complete and accepted, information is legible and understandable.

b)

D.N. raised to an NCR has NCRf entered on face of D.N.

and on face of hanger sketch.

NOTE 1: Review of all other documentation included in the package is not required.

NOTE 2: Acceptance of items indicates acceptance of completeness, accuracy and legibility in accordance with approved T&B procedures.

O e

I j

O 5

0 a

__ p.. _...

,-,-_,,-n-.,.,

,,,,-.,r

QLL8C-?.C-3 SUS ISO NO.

EHIP RESTRAINT / STRUCTURAL STEEL QA W/R NO.

RECORDS REVIEW CHECKLIST DATE:

SEISMIC CLASS I RESTRAINTS / STRUCTURAL STEEL NOTE: Allitemsshallbe(/).

If open it shall appear on Exceptions List.

Restraint braving Acc N/A A.

General 1.

All information including redlines is clear and legible.

l 2.

All black line crossouts are initialed and dated.

3.

Emdrac Revision and Field Revision is called out correctly along with all other package documents.

4.

Revision status is latest oer T&B computer printout and ESSE master list or traveler "Blueline" drawing is stamped " Refer To Later Revision" an'd the latest revision reflects the As-Built condition. The latest revision shall also have a

" Review By" stamp.

5.

" Built Per Design", "Ebasco As-Built" or "As-Built By Field" stamp is on drawing face with applicable signatures.

a)

" Built Per Design" drawings, which are redlined should have change notice stamp with FCR number.

6.

Applicable FCR's, DN's, DCN's or NCR's are stamped on drawing face or included in the traveler package.

Note: List No.

7.

Discrepancy Notices referenced on sketch must be included in package.

B.

Bill of Material 1.

Each item on face of drawing is referenced on B.O.M.

2.

Items added by redlining are included in B.O.M.

Note: Anchor Plates and H11ti's are listed.

Example: P-101 Place w/4 3/4 X 10" Bolts.

3.

Parts numbers are correct for field substituted material.

4.

Deleted items are deleted from B.O.M.

5.

Material traceability is established and verifiable for field furnished items or redline.

6.

Heat code entries are initialed and dated.

i s

ATTACHMENT "L"

Not Acc Acc N/A C.

Wildin*

l 1.

Wald Control Record is complete for latest drawing revision.

l t

j, a) Weld sign-offs are complete for all welds, including i

previous revisions.

f i

b) Weld stocedures are correctly referenced.

2.

Each weld symbol is identified with weld I.D. number and f

not duplicated (except PBW designated with "FW").

j 3.

Wald symbol is correct for the applicable weld joint l

geometry.

l 4.

, Field weld symbols are indicated correctly.

i 5.

Added welds when shima are utilized.

l 6.

All full penetration welds and welds which require NDE must i

be documented on 11008 Weld Control Record.

l 4

a) 'ields other than full penetration welds, which do not require NDE, shall be documented on' (For small bore niping Form GP-723-56)

(For large bore Form GP 723-12) b) Weld material will be requistioned for each unique steel and restraint identification number.

c) Modification to any fabricated restraints shall conform with FCR-AS-2745.

d) Post tJeld Heat Treatment if required (material 1 h" and greater, unless otherwise specified).

1 e) Feldina repairs / base metal repairs shall be performed in accordance with TBP-43.

7.

Post Weld Heat Treatment requirements are met (not required for embeds).

8.

Skewed "T" Joint weld criteria met, per (FCR-AS-2711 latest l

revision).

4 4

i 0

Walder I.D. is entered.

I 10.

NDE records are included when NDE is required on Wald Control I

Record per paragraph 6.1.7 of this instruction.

a) All full penetration butt welds shall be radiographed.

b) All full penetration tee welds shall be tested as follows:

i I

l 1)

M.T. or P.T. root pass and final weld laver.

i 2)

U.T. completed welds.

c) Where noted on b wings, fillet weld shall also be inspected by M.T. or P.T. after final welds layer

{

is deposited.

(All welds shall be visually inspected and documented in accordance with TBP-44)

,_,___.m.

m. _.

..___.m

=_

__.__.m m..___

m.

acC put n/A 5

3 11.

P-welds cad r:psirs to welds ars *ntar:d on Wald control ords.

(Include added welds)

}

12.

Preheat requirements are entered on hanger sketch by i

Engineering.

i l

13.

Form 11008 - N/A items a thru e when not in package.

l.

i a)

Verify chal all welds shown on the hanger / support I

i sketches are identified on this form.

4 l

b)

Items 2, 3, 4, 6 thru 11 and 15 thru 19 shall be com-plated.

l l

c)

Items 20 and 23 will be completed when required by i

this procedure or Code.

d)

Items 21 and 22 shall be completed.

l i

D.

Mechanis41 1.

Anchor / Embed Plates i

a) Check for compliance with DCN-AS 306 if attachamat location is on drawing.

1 h

b) Check for FCR allowing deviation from structural attachment location on exposed clates or accentricity I

evaluation per FCR-AS-1824.

I t

c)

Embed designation "Later" should specify correct plate j

size.

i i

d) Reference FCS-CH-1156 for exposed Anchor Plates af ter i

j 11/7/80.

l 2.

Dimensions and Drawing Accuracy s

a) Sections and views are shown correctly.

l b) Overall dimensions shall equal sum of accumulated dimensions.

4 t

3.

All high strength bolts to be tested and inspected per TBP-23.

4.

"U-Bolts" - if modified reference FCR-AS-2709.

5.

Attachment of whip restraints to embedded plates, reference "FCR-AS-2708" for tolerances.

Field Inspection Checklist a

j 1.

The whip restraint mark number is entered.

i 2.

The field sketch no. (Form GP-723-56) is entered with latest revision.

I 3.

The "G" drawing number is entered with latest revision.

l' w*

.,.m.,_____

- _ _ _ _ ~. _, _ _. _, -..

- ~

ACC Not n/A 6.

j l

An insv atcr's initicia cro cntared ir tha spres for the items i

1 I

I

,plicablo ta tha rostraint and J/A" is entered for those items that do not apply.

(Note: All blocks must be l

l l

addressed) 5.

There is an inspector's signature and date accepting the i

restraint / structural steel.

drawing).

(Shall be on the face of the High Strength Bolt Torque Report and Calibration of Inspection Hand Torque firenches 1.

The QA documentation reviewer is responsible to verify that all items are filled in and signed per TBP-23 instructions.

d 2.

If inspections results are not acceptable per TBP-23, re-l suits shall be reported in accordance with TBP-12. "Non-l conformances and Discrepancies."

l 3.

Inspection results shall be recorded on Form GP-723-55 by the inspector.

4.

Bolt holes reamed and accepted by the inspecto? shall be recorded on Form CP-723-55 by the QC inspecter.

5.

Bolting material shall be per the drawing Bill of Material or as directed by the Engineer.

6.

Torque wrench calibration and daily impact wrench check.s will be recorded on Form CP-723-88 by the QC inspector.

Discrepanev Notice 1.

DN's a)

Discrepancies renorted are properly dispositioned, deleted or reworked and accepted by QC.

b)

Disposition has been approved by ESSE and Ebasco QA.

c) All sheets are properly headed and numbered.

d)

Face of D.N. is properly ft11ed out.

2.

Other D.N.'s a)

D.N. complete and accepted, information is legible and understandable, b)

D.N. raised to an NCR has NCR# entered on face of D.N.

and on face of W/R sketch'.

l E.

Documentation Review List Required Documents shall be included in Traveler Packate.

1.

Latest Field Sketch Drawing Form (GP-723-56) l 2.

Previous Field Sketch Revisions (GP-723-56) l 3.

Wald Control Record (Form GP-723-56,1108, CP-723-12)

I

r n.

,m l

6.

I:spe2 tion Che:k List (GP-723-119) 5.

Non-Destructive Examination Report 6.

Failed Anchor Report (GP-723-45) l 7.

Expansion Anchor Tension Test Report Form (GP-723-43) 1

-j I

l 8.

Expansion Anchor Torque Report (GP-723-42) l j

9.

Henger Cut-Down Report Sheet (CP-723-37)

s l
10. Post Weld Heat Treatment Records j

l i

11.

Structural Bolt Torque Inspection Record (GP-723-55),,

l l

NOTE 1: Review of all other documentation included in the package is not required.

NOTE 2 Acceptance of items indicates acceptance of completeness accuracy and legibility in accordance with approved TM procedures.

i l

l t

0 9

9 L

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