ML20126D805
| ML20126D805 | |
| Person / Time | |
|---|---|
| Site: | 05000000, Waterford |
| Issue date: | 01/10/1984 |
| From: | EBASCO SERVICES, INC. |
| To: | |
| Shared Package | |
| ML20125A430 | List:
|
| References | |
| FOIA-84-426, FOIA-84-449, FOIA-84-A-55, FOIA-84-A-65 QAI-9, QAIRGS-11-H, NUDOCS 8506150210 | |
| Download: ML20126D805 (23) | |
Text
.is.n GUAUTY AS$URANCE ENGINEERING cA&3 1 CF 6
O QUALITY ASSURANCE INSTRUCTION ggy gs 3o, 11-H SUPP N AT QAI NO.
9 s s,.o o.rs mosp W-3 Tompkins-Beckwith, Inc.
(W3-NY-11) Hanger / Support
" ~ '."s$ s^o7 January 10, 1984
...wcaews l=sewac ss issu s o n mus DOCUMEPTATION REVIEW INS'IRUCTION l July 30, 1983 4
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i 1.0 PURPOSE The purpose of this instructien is to assure a uniform and acceptable method.for the review of records needed for turnover of T-B generated hanger documentation.
2.0 SCOPE This instruction applies to the Contractor and Ebasco review of pipe supporcJng/ hanger assemblies installed by Tompkins-Beckwith, Inc. The records review process described in this supplement may also include the review for appropriate field fabricated documentation.
3.0 REFERENCES
QAI Ebasco Review and Handling of Construction-Installation Records 3.1 i
3.2 TBP T-B (QA Records Turnover) 3.3 TBP T-3 (Hanger and Support Installation Procedure)
LOU-1564-468 - (Drilled in Expansion Type Anchors in Concrete for Category 'I' 3.4 Structures)
TBP T-B (Procedure for Inspec. ting Drilled In Expansion Type Anchors in 3.5 Seismic Class 1 Concrete) 3.6 TBP T-B (Visual Inspection Procedure) 3.7 TBP T-B (Nondestructive Examination)
ASME Section III Nuclear Plant Components, Division I thru Summer 76 Addenda 3.8 3,9 Quality Assurance Criteria for Nuclear Power Plants (10 CFR 50 Appendix B) 3.10 Contract W3-hT-11 3.11 Ebasco Non-Confoanance Report W3-4010 4.0 DEFINITIONS Hanger - An assembly consisting of pipe attachment, rod or rods, springs, turn-4.1 buckles, 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 l
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 h
h -- h h b supporting member.
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e QAIRGS NO. 11-H Page 2 of 6 4.3 Reviewer - Personnel assigned to assure that installation documentation complies to applicable site procedures as defined in this instruction with the exception of those items not addressed in this procedure or identified as responsibility of others.
5.0 RESPONSIBILITY 5.1 It is the responsibility of the Ebasco Quality Program Manager or his designee to assure that the required reviews are performed by qualified Ebasco Personnel.
5.2 The QAIRG Coordinator is responsible for coordinating a QAIRG review staff and assuring that appropriate reviews are in conformance with this instruction.
Ebasco Procedure QAI No. 9, and related references.
5.3 The Reviewer is responsible for reviewing documentation to assure compliance with applicable approved procedures and document the review in accordance to this instruction and Ebasco Procedure QAI No. 9.
5.4 The Contractor shall review and resolve the deficiencies identified by the Reviewers either by written responses, reinspection and/or properly documenting the deficiency resolution per their applicable procedures. The Contractor shall transmit the deficiency response to QAIRG. A review of added documentation and deficiency resolution may require further deficiency reporting.
5.4.1 Upon Contractor demobilization or at the direction of Ebasco Project / Site Management deficiency resolution may be the responsibility of others.
5.5 Ebasco Construction shall assure that appropriate ESSE signatures are applied for any T-B installed hanger that is repaired, reworked or completed by Ebasco.
6.0 PROCEDURE 6.1 The Hanger / Support documentation shall be reviewed to a predetermined checklist.
Each item on the checklist shall be reviewed for the following criteria:
6.1.1 Drawings / Hanger Sketches a) Legibility and completeness of the drawing sketch as further defined within this instruction and as applicable QAI-9.
b) Clarity of the redline information provided by T-B.
c) Revision status: verification of the latest revision per the ESSE Master List or traveler " blue line" drawing shall be stamped " Refer to Later Revision" and the latest revision reflect the as-built condition. The latest revision shall have a " Reviewed By" stamp.
d) EMDRAC Revision and Field Revision is accurately recorded.
e) Traceability to required manufacturing records shall be listed on the Bill of Materials.
f) Weld symbols shall be correctly detailed and weld numbers accurately identifying all field welds.
g) Alterations including white out'ano cross-outs shall be initialed and dated.
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QAIRCS NO. 11-H Page 3 of 6 h) The identification of nonconformances and documented deficiencies per the contractor's QA Program.
(TBP-24) i) Cut Down Sheets shall be included in the traveler package and used for " Aid in Review Purposes" and to substantiate other documentation.
Cut Sheets shall be removed after review is complete.
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.,
initialed and dated.
m) Each item on the face of hanger sketch is identified on the hanger Bill of Material.
n) Items added by redlining are included in Bill of Material and initialed and dated.
o) Part numbers are correct for field furnished material.
6.1.1.1 The following items shall be the responsibility of others:
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 'I Y luf Certification.
f) Review of docutantativa for the repair, rework or construc-tion completion of any hanger or support which is not performed by T-B including ESSE design review signatures and dates if required by the construction activity.
6.1.2 Weld Control Records (if required to be included in package).
a) Verify that " welds numbers" shown on hanger drawing / sketch are identified or shown on " Weld I.D. only".
b) Verify that " Welder Symbol (s)" are identified.
c) " Completion Date" is not necessary as long as the T-B QC 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.
e QAIRGS NO. 11-H Pegs 4 of 6 f) Verify that the' weld procedure" is entered, g) The " Remarks" column is not the Reviewers concern and may be referred to for information only.
6.1.3 Weld Control Record - 11008 (if required to be included in package).
a) Verify that all welds shown on the hanger / support sketchesare,
accurately documented 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 Reviewsr.
6.1.4 History File Index a) All sheets listed on the File Index sheets shall be in the package.
6.1.5 Field Inspection Sheets a) The Hanger Mark Number is accurately entered with the drawing revision number.
b) The ISO no. applicable to the hanger is entered.
c) A TB-QA 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)
Section "F",
item #2 for Material Traceability shall have a final field check upon construction installation of hanger / support and must be signed by a T-B QA Inspector. If additional material has been procured from Burgan-Patterson, the added material shall be identified as Burgan-Patterson supplied on the Bill of Material.
Added material not procured from Burgan-Patterson shall be traceable on the MRR (as a minimum).
NOTE: Additional inspections required for completed installation will be documented on Form GP-723-114 (Supplement Inspection Sheet). Examples of when the documentation may be required include but are not limited to; reverification, incomplete inspection, etc.
6.1.6 Expansion Anchor Reports (when applicable) 6.1.6.1 The Review shall verify that all documentation has been appropriately and accurately completed and all required signatures have been applied.
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 verifying acceptable retest.
QAIRGS NO. 11-H Page 5 of 6 6.1.6.2 If alterations arise from original bolt location or changes made by engineering, authorizing 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 Reviewer is not responsible for review of this document.
May be used For Information Only.
6.1.8 Weld Filler Material Requisition Sheets 6.1.8.1 The Reviewer is not responsible for reviewing this documenta-tion.
6.1.9 Discrepancy Notices (DN) 6.1.9.1 NCR W3-4010 discrepancy notices shall be contained within the traveler package.
6.1.9.2 All sheets shall be properly headed and numbered.
6.1.9.3 Discrepancy Notice is complete and accepted, information contained is legible and understandable.
6.1.9.4 Discrepancies reported are properly dispositioned, deleted or reworked and accepted by T-B QC.
6.1.9.5 All areas are addressed properly on the DN Cover Sheet with applicable remarks, signatures and dates.
6.1.10 ASME III NF Hanger / Support Procedures 6.1.10.1 The review process for NF Hanger / Supports shall conform to the scope of review for Seismic I Safety Class Components.
6.1.10.2 NDE shall be required for full penetration welds and acceptable test result documentation will be included in the traveler package.
6.1.10.3 If applicable, traceability for items larger than 5/8" shall be to a Mill Test Report.
6.2 Non-Seismic Hangers (Non-Seismic Hangers shall be reviewed by QAIRG only at the direction of the client).
6.2.1 Field Inspection Checklist shall be in traveler package (when applicable).
6.2.1.1 Verify Field Inspection Checklist and sign-off is complete with engineering acceptance.
6.2.2 Surveillance Report shall be in Traveler Package (when applicable).
6.2.2.1 Verify for a Surveillance Report or sign-off on drawing for final visual for all large bore hanger welds.
6.2.3 Open NCRs related to the Hanger Drawings shall be statused with verifi-cation or work complete.
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1 QAIRGS NO. ll-H Pagt 6 of 6 6.3 Miscellaneous Documentation 6.3.1 Miscellaneous documentation included in the Hanger / Support packages shall be used as support documentation or may be used as substantiating evidence to verify or clarify entries on the required documentation.
Miscellaneous documentation 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.
6.3.3 RC-1A and RC-1B Hanger Technical Review Checklists shall be utilized by review personnel with their on going Seismic I or NF traveler review simutaneously to assure the completeness and accuracy of the In-Process Review. The completion of RC-1A and RC-1B are not required for every hanger reviewed nor shall it be the responsibility of QAIRG to complete in total the entire checklists. The review shall, however, assure that all elements of the checklist required reviews and documentation is contained in each hanger package.
7.0 ATTACHMENTS 1
7.1 Sample of Tompkins-Beckwith Wald Control Record (GP-723-91) 7.2 Sample of Tompkins-Beckwith Weld Control Record (11008) 7.3 Sample of Tompkins-Beckwith Field Inspection Checklist
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7.4 Sample of Tompkins-Beckwith Supplementary Inspection Sheet 7.5 Tompkins-Beckwith Documentation Review Matrixes (2 pages) 7.6 Review Checklists i
7.6.1 QAIRG-RC-1A and ENG-RC-1B 7.6.2 QAIRG-RC-2 7.7 Request for Information i
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HkIERIORD #3 SES FIELD lilSPECTICN CHECKLIST Fom GP-723-38 W3-RY-11 Rev. 4 ga HANGERS AllD SUPPORIS da!
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HANGER HARK"910.
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2.
INSPECiloll ACCEPIAliCE IIE'HSr A.
Pipe Cisaps /U. nolts D.. Variable Spring blangers i
i 1.
Correct Sire 1.
Ilot /
cold tetting i 1/8" 2.
Spacers (streandlocation)(ifappilcable).
2.
ID tag reflects Mark flo.
3.
Fasteners (stre,localled, tightened),
i 3.
Proper type and size of spring can 8.
Mechanical Suay Strut 4.
Fasteners (stre location. tightened) l 1.
Proper sire or type.
2.
Lock inst tight.
E.
lied Type piangers 3.
Proper orientallin of s}ructure attach point.
Compound dngle correct 2*
1*
08" poised angle correct ; 2*
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5.
Installathat per FIR 45'-1730 2.
Rods straight with no bends. curves.-
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i 3.
Adjustment lock nuts tight.
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Mechanical Sniddier 1.
Pruper orientation of atructure attach polad.
F.
All Hangers and Supports 2.
Proper cold setting ',~ ' /8".
3.
Cksquasal angle correct 2'
1.
Hnterlat traceability'As thittt','
s ecoriksi.
l 4.
Ikilts Torsyne to values in Table 1.
2.
Material correct or 3.
Pipe clearances (if applicable)
.1.
REMARKS l
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INSPECliCNCOMPLETE:
DAIE fl.C. Inspector i
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Form GP-723-11 Rev. O SUPPL"EN"'AP.? INSPEC*!CN S~= IT SUS CDiA EANGER #
REVISION SEISMIC LINE #
ISO #
NO!-SEISMIC LOCA* ION:
AREA:
ELEVATION:
O O
O REQUIRED INSPECTION:
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- Q.C.:
DO NOT REMOVE FROM RANCER PACKAGE.
INITIATOR I
Wiginal snould be returned to Hanger Department 3 hanger package.
, DATE INSPECTOR DA*E Field veri.fication by Q.C. Dept. for SEISMIC Hangers, and by T-B Hanger Dept. for NON-SEISMIC hangers.
QAIRGS No. 11-H.4 F
CONTRACT W3-NY-Il QAIRCS No, ll-H Attachent 7.5 DOCUMENTATION REVIEW REQUIREMENTS NATRIX HANGERS P ge 1 of 2 t
CATECORY REQUIRED DOCUMENTATION REFERENCE REMARKS IEW Categories Activity - Process Cpntrol Required I thru 8 Documentation Seismic I
!) Traveler Index form CP-723-47 Completely filled out TBP-24
- 2) llanger sketch Built per design or TBP-24. TBP-17 Initialed & dated by the As-built Engineer & QC Inspector
- 3) Weld Control Record - Form CP-723-91 Completely filled out TBP-24 or 11003. CP-723-91 stamped on drawing, the 11008 is for full penetration welds
- 4) Hanger Cut-Down Report St.eet Completely filled out TBP-24 Form CP-723-37
- 5) Field Inspection Checklist Completely filled out TBP-24 Form CP-723-38 for the required mechanical inspections
TBP-20 attached to the piping the NDE Report will be included in the piping traveler.
- 7) Weld Material Requisition Completely filled out TBP-20 Not a review item.
Form CP-723-5?
For Information Only
- 8) Plate Drawing for Embedment Plates TBP-20
- 9) Expansion Anchor Torque Report Completely filled out TBP-24. TBP-33 Form CP-723-42, when required.
- 10) HTRs (Material Test Reports)
Required for all field fabricated hangers & for all field added material to B&P supplied supports / hangers j
CONTRACT W3-NY-Il QAIRGS No. !!-H-.5 DOCUMENTATION REVIEW REQUIREMENTS MATRIX PIPE RUPTURE AND/OR WHIP RESTRAINTS AND SEISHIC I STRUCTURAL STEEL E"
CATECORY REQUIRED DOCUMENTATION REFERENCE REMARKS Seismic I Activity - Process Control Required Documentation
- 1) Traveler Index. Form CP-723-47 Completely filled out TBP-44
- 2) Weld ID Drawing Complete TBP-44
- 3) Weld Record. Form 11008 for full Complete TBP-44 penetration welds. All other welds can be documented on Form CP-723-12 (Welding Surveillance Report)
. 4) CEO NDE Reports (as applicable)
Complete TBP-44
- 5) High Strength Bolt Test Report Complete TBP-44. TBP-23 Form GP-723-55
! 6) Calibration Test Reports.
Complete TBP-23 Form GP-723-88 l
DOCUMENTS / FORM #
Category CP-723-47 NDE Report N/A (Source Criteria) Forms Guide I thru 8 TBP-24 Seismic I 11008 Hanger Drawing CP-723-91 Plate Drawing for embeds CP-723-37 Material Test Reports CP-723-38 l
CP-723-52 CP-723-42 Plate Drawings for Embeds N/A TBP-20 Forms Guide Material Test Reports N/A ASME III Forms Guide
QAIRG-RC-1A Rev. 3 1-4-54 Page 1 of 6 SUS ISO XO.
SEISMIC I HANGERS FAFGER TECHNICAL REVIEW CHECKLIST HGR. NO.
NOTE:All items Will be addressed.
DATE I.
HANGER SKETCH A. GENERAL HOT AGC ACC U/A 1.
All information is clear and legible.
2.
Blackline and redline crossouts are initialed and dated.
3.
Triangular T-B QA Review Stamp is on all quality documents.
4.
Sketch is stamped with " Built Per Design" " Installed Per Ebasco As-Built" or "As Built by Field."
5.
QC signoff is required for acceptable torque and must appear on drawing face or surveillance report or F.I.C.
This is ar.
additional QC signature and is not to be confused with the MECHANICAL QC signature.
6.
Pencil entries should be considered as extraneous information UNLESS tha. entry is quality information such as, but not limited to, siEnature, design changes, or BOM entries.
7.
Illegible signatures, dates and dimensions will be routed through the lead prior to a deficiency being written.
8.
White out used on drawing, when covered by redline and initialed and dated per ASP-IV-37 is acceptable.
If not, then note as a deficiency on the 9.2.
White out used on all other quality documentation will have an explanation with initial and da:e.
9.
MechanicalQC signature and dates on hanger sketch nest agree with or precede corresponding QC signature and date on Field Inspection Checklist.
QAIRGS No. 11-H.6.1
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QALEG-2C-1A Rev. 3 1-4-84 Page 2 of 6 MOT ACC ACC U/A 10.
Final ESSE review signature required for completed hangers. When hangers which are not complete by T-B and unfinished work is ref-erenced by other means (such as NCR's, DN's, or other reasons) to ECI for completion will not require an. ESSE final review until hanger is completely finished.
B.
BILL OF MATERIAL
- 1. Valid material traceability is established for field supplied items.
If " field supply" or " supply by field" is indicated on BOM, Heat Code Designation entry is req'd.
- 2. Exposed anchor plates and anchor bolts by length and diameter will be listed in BOM.
Separate line entries are not required.
EXAMPLE: P101 Place w/4 3/4" X 10" Bolts.
C.
WELDING
- 1. Wald Control Record (WCR) is complete for latest drawing revision.
(Include Form #11008)
- a. Wald Signoffs are complete for all welds (i.e. Welder Synbol, Fit-up, Final).
NOTE 1:
Signature /date is required.for Fit /up 5 Final.
i NOTE 2:
Signature /date not required @ Fit-up for i
hangers listed on NCR 2248/TB 109.
1
- b. Wald Procedures are correctly referenced.
- c. When previous revisions are noted, verify accuracy of weld l
procedures.
EXAMPLE: W1 now reads W1RW1 QAIRGS No. 11-H
!.6.1
^
QAIRG-RC-1A Rev. 3 1-4-84 Page 3 of 6 NOT ACC ACC N/A
EXAMPLE: W1 now reads W1R1 x
- f. Verify notations under weld' control record are accurate.
4
- 2. Each weld symbol is identified with Weld Number and is not duplicated (except Pressure Boundry Welds - PBW).
l
- 3. When shims are added, corresponding weld symbols, weld numbers and weld signoff s are required. NOTE:
If a weld is welded to Weld Procedure WP 1.8, WP 1.4 or WPl.1 it is acceptable as a fillet weld.
- 4. Full Penetration welds must be documented on 11008 WCR.
- 5. For field modified struts, additional weld (s) recorded on Weld Control Record. Wald(s) will be shown on drawing face or ref-erenced to sketch SK-1564-8.31-A-1.
l II. SNUBBERS l
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- a. Signoff must appear on drawing OR i
- b. Signoff must appear on FIELD INSPECTION CHECKLIST (Revision 3 and 4) or surveillance report per NCR 6128.
- 2. For modified snubbers, torque must be dated af ter welding was performed, if welds made to flange ends.
- 3. "L" Dimensions to be referenced either on 50M or FIC.
III. FIELD INSPECTION CHECKLIST (FIC) 1 NOTE: Five (5). revisions have been used. Review to the applicable revision.
(Ref.: NCR-6128)
QAIRGS No. 11-H.6.1
,.. ~ _
QAIRG-?.C-1A Rev. 3 1-4-84 Page 4 of 6 NOT ACC ACC N/A
- 1. FIC will be in package.
I
- 2. Hanger Mark No. agrees with hanger sketch.
' 3. Hanger Mark Revision is correct per sketch.
(Ref. : I. A.3 of this checklist)
,e 2
- 4. ISO number (s) is entered.
- 5. ITEM 2. A PIPE CLAMPS /U-BOLTS if applicable.
NOTE: 1) Spacers recuired for type 91 and 304 pipe clamps and, 1
certain riser clamps.
- 6. ITEM 2.B MECHANICAL SWAY STRUT if applicable.
4 NOTE: If installation per FCR-MP-1730. verify C/N stamp is on sketch.
(revisions 3 and 4) 3 NOTE: BP Part 2000 RIGID ROD STRUT can also be signed in Item 2.E
" ROD TYPE EANGERS" per NCR 6067.
- 7. ITEM 2.C MECHANICAL SNUBBER if applicable.
NOTE: Verify bolts torqued to valves in Table 1.
- 8. ITEM 2.D VARIBLE SPRING HANGERS if applicable.
- 9. ITEM 2.E ROD TYPE HANGERS if applicable.
NOTE: This section to be addressed if ANY rod is used in the hanger installation.
- 10. ITEM 2.F ALL HANGER AND SUPPORTS.
NOTE: This section must be addressed.
a.
Material traceability signed if any indication of field added material is noted.
b.
Material Correct or AS-BUILT will be signed.
}
c.
Pire clearances signed if gaps required.
NOTE:
If gaps N/A'd, check subsequent buyoff within the DN.
NOTE: U-Bolt clearances may be signed here on Revisions 0 and 1.
QAIRGS No. I1-H.6.1 e--,,--
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4 QAIRG-RC-1A Rev. 3 1-4-84 Page 5 of 6 NOT ACC ACC WA 11.
There is an Inspector's signature /date accepting the hanger.
If " HANGER LOCATION NOT CHECKED" (Revisions 1 and 2) then ITEM 4 " INSPECTION COMPLETE" will be N/A'd with initials and date.
12.
ITEM 3 " REMARKS" if entered shall have the correct SAFETY /
SEISMIC designation and Drawing Status.
IV. EXPANSION ANCHOR TORQUE REPORTS (FCR-CH-1156)
- 1. The QA Documentation Reviewer is responsible to assure that all items are filled in and signed.
- 2. If an expansion bolt was tested and failed as indicated on the report, an additional Expansion Report and a Failed Report shall be indicated in the package.
- 3. Size and Quanity of anchors is given and agrees with listing on hanger sketch.
- 4. Letter designation and embedment length.
- 5. Torque applied is within acceptable limits for anchor diameter.
- 6. Hanger Mark No. and Revision is correct.
- 7. ISO (s) are entered.
- 8. Verify Torque Wrench listed against calibration certification log for calibration and torque capacity.
(REF. NCR 6239, Attachment 5)
V. DISCRIPANCY NOTICE i
A.
NCR 4010 DN
- 1. Weld reinspection sheet is in package and is complete and accepted.
QAIRCS No. 11-H.6.1
4 QAIRG-RC-1A Rev. 3 1-4-84 Page 6 of 6 NOT ACC ACC N/A
- 2. ALL Welding Discepancies must be dispositioned.
l
- a. Profile deficiencies will be addressed by T-B.
- b. Undersized welds will be dispositioned by ESSE.
i
- 3. Entries noted on Technical Walkdown Report must:
- a. Appear as a discrepancy on HANGER MECHANICAL DEFICIENCY REPORT OR
- b. Be lined out, initisled and dated OR l
c.
Explained on the face of the TECHNICAL WALKDOWN.
- 4. Discrepancies reported are properly dispositioned, deleted or reworked and accepted by OC.
- 5. ESSE disposition required when MECENICAL/AS-BUILT dimensions fall outside of FCR-MP-1553 tolerances. NOTE: Verify ESSE disposition on Skew-T welds is transferred to the hanger sketch.
- 6. All sheets are properly headed and numbered.
l
- 7. Verify ALL areas are addressed properly on DN cover sheet with applicable Remarks Signatures and Dates.
- 8. Verify ALL lineouts will be initialed and dated.
(REF.: NCR 6268)
B.
OTHER DN's
- 1. DN is complete and accepted, information is legible and under-standable.
l
- 2. DN raised to an NCR has NCR # entered on face of DN and face of hanger sketch NOTE 1: Review of all other documentation included in the package to be reviewed as reference.
NOTE 2: Acceptance of items indicates acceptance of completeness, accuracy, and legibility in accordance with approved T&B procedures.
QAIRGS No. 11.H.
~
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ENG-RC-1B Rev. 0 1-4-84 SUS Page 1 of 4 150 NO.
SEISMIC I HANGERS HANGER TECHNICAL REVIEW CHECKLIST DATE NOTE: All items Will be addressed I.
HANGER SKETCH A.
GENERAL-NOT ACC ACC N/A 1.
EMDRAC/ Field revisions are called out, based on date of instal-lation, correctly on all package documents dated after 11/1/81.
Prior to 11/1/81, BP hanger revision was used and is acceptable.
2.
Revision status is latest per ESSE Master list or traveler "Blueline" drawing is stamped " Refer to Later Revision" and the latest revision reflects the As-Built condition.
3.
" Built Per Design", " Installed Per Ebasco As-Built", or "As-Built by Field" stamp is on drawing face with applicable signatures.
4.
" Interim ESSE Review" or " ESSE Review" signature if required.
NOTE: ESSE signature is recuired on all "As-Built" or Built Per Design" drawings redlined out of tolerance of FCR-MP-1553.
5.
" Built Per Design" drawings which are redlined are stamped with FCR-MP-1553 (with HQC after 3/2/82) except NCR-4010 redlined drawings.
6.
Applicable FCRs, DCNs or NCRs (open or closed) shall be stamped on drawing face. DNs will be included in the traveler package when DN substantiates the final installation.
NOTE: list is 7.
All Hanger Sketches will be stamped "FOR LATEST LOADS SEE ESSE S/R CALC. PACKAGE FOR THIS SUPPORT".
8.
Friction Anchor Torque value shall be shown via blue line or by redlining w/ reference to FCR-MP-1560.
9.
Missing seismic stamps need not be corrected provided OBE/DBE loads are indicated on the hanger sketch. DBE load alone is acceptable per ESSE.
QAIRGS No. 11-H.6.1 y --
ENG-RC-1B Rev. 0 1-4-84 Page 2 of 4 NOT ACC ACC N/A l
I
- 10. A NON SEISMIC or SEISMIC II designation with OBE/DBE loads is a deficiency.
- 11. A Seismic I designation without OBE/DBE loads (except spring i
hangers) is a deficiency. NOTE: Spring hangers may have
" Load" value only.
i-
- 12. Redlines out of tolerance of FCR-MP-1553 require additional 4
ESSE approval. The basis for FCR-MP-1553 tolerance is the original blueline dimensions.
- 13. Redline entries after Interim ESSE Review must be made by ESSE j
personnel.-except those redline made as a result of NCR-4010.
- 14. Skew T weld joint criteria must be verified to FCR-MP-1553.
I i
- 15. Redlines performed after initial QC acceptance and ESSE design i
verification do not impact the hanger hardware or previous QC inspections.
i
- 16. New Hanger revisions which do not incorporate the latest field revision or redlines. ESSE will redline the latest revision with a note "For Latest Design See Revision.~....."
B.
BILL OF MATERIAL (BOM) 1.
Each item number on Drawing face is referenced on BOM.
2.
Items added by redlining are included in BOM.
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3.
Deleted items are deleted from BOM.
4 "PART NO" column is correct for field fabricated material.
(Ref. LTR. ES-7235-83 for allowable field fabricated standard l
BP parts or BP approved redlines.)
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5.
BOM entries are complete: Item #, Quanity, Part #, Description
}
(with Heat Code Designation if required).
i I
6.
All crossouts to BOM will be initialed and dated. (Ref. NCR-5974) l QAIRG5 No. 11-H.6.1 V
i
9 ENG-RC-1B Rsv. 0 1-4-84 Page 3 of 4 C.
WELDING NOT ACC ACC N/A I
1.
Weld sumbol is correct for the ' applicable weld joint geometry.
i 2.
Field weld vs. shop weld symbol is indicated correctly.
II.
STRUTS 1.
Modified struts reference FCR-MP-1298. NOTE: For NPS strut modification, ref. FCR-MP-2255 or FCR-MP-1318 as applicable.
2.
Reference FCR-MP-1730 for strut supports with MQC after 4/27/82.
NOTE: If reworked to FCR-1730 within the DN, stamp is required on drawing face.
3.
Strut min / max dimensions are not exceeded.
(Ref. FCR-MP-1553)
III. ANCHOR / EMBED PLATES 1.
Check for compliance with DCN-AS-306 if attachment location to embed plate is referenced on hanger sketch.
2.
Check FCR-AS-1824 for eccentricity deviation from structural attachment location on exposed plates of referenced on drawing.
3.
Embed designation "Later" should specify correct plate size or type.
IV.
BOX GUIDES Check for compliance with ESSE evaluation on NCR-2644, 4010 or 3776.
NCR rework of gaps can comply with NCR-2644, 3776 or FCR-MP-1553 or revised design criteria. Gaps may also be bought to M-694.
V.
SNUBBERS 1.
Modified snubbers reference FCR-MP-1298.
l 2.
"1" Dimensions to be referenced either on BOM or FIC.
I QAIRGS No.11-H.6.1 w
a ENG-RC-1B Rev. O l-4-84 Page 4 of 4 VI.
DIMENSIONS AND DRAWING ACCURACY NOT ACC ACC N/A 1.
Compare redline information with FCR-N-1553 and ASP-IV-37 tolerances, i
2.
Sections and views are shown correctly.
3.
Overall dimensions shall equal sum of accumulated dimensions.
(Elevations for reference only)
X.
DISCREPANCY NOTICE A.
NCR-4010 DN 1.
ALL Welding Discrepancies must be dispositioned.
ESSE disposition required when MECHANICAL /AS-BUILT dimensions fall outside of FCR-MP=1553 tolerances. NOTE: Verify ESSE disposition on Skew-T welds is accurately transferred to the hanger sketch.
a ENG REVIEW DATE i
i 1
i QAIRGS No. 11-H
,.6.1 i
e y
QAIRG-RC-2 8US:
Rev. 1 January 5,1984 ISO NO:
HANGER TECHNICAL RLTIEW CHECKLIST HNGR NO:
Non-Seismic Hangers DATE:
NOTE: All items shall be (w/).
If open it shall appear on Exceptions List.
Hanger Drawing A.
General NOC Acc.lAcc.
':/ A 1.
Applicable NCR's are stamped on drawing.
- 2.. ESSE Review signature and stamp is on drawing face.
B.
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 ind$cated correctly.
3.
Added welds when shims are utilized.
4.
Full Penetration welds must be documented on 11008 Weld l
Control Record.
Sk wed "T" Joint weld is criteria met.
9 6.
For field modified struts, additional weld (s) are recorded on I
Drawing Jage.
7.
Rewelds and repairs to welds are entered on Drawing Face or Surveillance Report or supplementary. Inspection Shept.
j 8.
Dimepsions and Drawing Accuracy l
a) Sections and views are shown. correctly.
b),0verall dimensions shall equal sun of acetmulated dimensions.
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C.
Field Inspection. Checklist (when applicable) 1.
Th9re is. an Engineer's signature and date accepting the hanger.
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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.
QAIRGS Nb. 11-H l.6.2 i
we
i QAIRC I,0C NO.
Q REQUIST FOR IN70FJ1ATICN DATE I
i I'itTIA*CR NAMI l
TO:
DEFT:
i i
l DEPT SUPERVISOR RIVIri
/DATE EXT,2:0.
DISF05!!!CN: 3Y
/DATE Rei. DOCCtE::T!/COSIS t
1 I
i l
t I
I
- Serrav!Sen are!ce
/DATE cc. ::o RET.: ASF-IV-56 Parseranh 6.I QAIRGS No. 11-M
,.7 M
69+