ML20126D819
| ML20126D819 | |
| Person / Time | |
|---|---|
| Site: | 05000000, Waterford |
| Issue date: | 02/06/1984 |
| 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 8506150215 | |
| Download: ML20126D819 (25) | |
Text
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sus.w s.n ouAury assunaNca eNo Me MNG Pace 1 or 6 j
M QUALITY ASSURAdCE INSTRUCTION qarags 3o, 11-H SUFF mfENT Q1I NO.
9 e wser wassmo ears W-3 Tompkins-Beckwith (W3-NY-11) HANGER / SUPPORT
" * '."$*s o*m Februarv 6, 1984 m6s menusaews asesassa inews en DOCUMENIATION REVIEW INSTRUCTION Januarv 10. '984 0
1.0 PURPOSE g
The purpose of this instruction 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 supporting / 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
r 3.1 QAI Ebasco Review and Handling of Construction-Installation Records 3.2 TBP T-B (QA Records Turnover) 3.3 TBP T-B (Hanger and Support Installation Procedure) 3.4 TBP T-B (Procedure for Inspecting Drilled In Expansion Type Anchors in Seismic Class I Concrete) 3.5 TBP T-B (Visual Inspection Procedure) 3.6
~BP T-B (Nondestructive Examination) 3.7 Ebasco Non-Conformance Report W3-4010 4.0 DE'FINITIONS 4.1 Hanger - An assembly consisting of pipe attachment, rod or rods, springs, turn-buckles, beam attachments, etc., that is installed above a pipeline and used to transmit a portion of the weight of the pipeline and concents 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 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.
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Il-H s e z.x m T QAI NO.
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assmo cats dJTompkins-Beckwith (W3-NY-11) IMNGER/ SUPPORT l " " '","jeIo',ss Februarv 6, 1984 uvus
... usa ws mensasse issus er DOCUMENTATION REVIEW INSTRUCTION
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Januarv 10. 1984 new mp. mum as mo vyl fff 6
fjff) 1.0 PURPOSE pp' The purpose of this instruction 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 supporting / 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
3.1 QAI Ebasco Review and Handling of Construction-Installation Records 3.2 TBP T-B (QA Records Turnover) 3.3 TBP T-B (Hanger and Support Installation Procedure) 3.4 TBP T-B (Procedure for Inspecting Drilled In Expansion Type Anchors in Seismic Class I Concrete) 3.5 TBP T-B (Visual Inspection Procedure) 3.6 TBP T-B (Nondestructive Examination) 3.7 Ebasco Non-Conformance Report W3-4010 4.0 DEFINITIONS 4.1 Hanger - An assembly consisting of pipe attachment, rod or rods, springs, turn-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 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 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.
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QAIRGS NO. 11-H Pego 2 of 6 4
5.0 RESPONSIBILITY 1
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 j
assuring that appropriate reviews are in conformance with this instruction.
Ebasco Procedure QAI No. 9, and related references.
N.
5.3 The Reviewer is responsbile for reviewing documentation to assure compliance 4
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 reponse to QAIRG. A review of added documentation and deficiency resolution may require further deficiency reporting.
I 5.4.1 Upon Contractor demobilisation 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:
1 6.1.1 Drawings / Hanger sketches
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a) Legibility and completeness of the drawing sketch as further defined within this instruction and as applicable QAI-9.
i b) Clarity of the redline information provided by T-B.
c) Revision status: verification of the latest revision per the ESSE i
i Master List or' traveler " blue line" drawing shall be stamped " Refer
]
to Later Revision".
i.
d) EMDRAC Revision and Field Revision is accurately recorded.
I e) Weld symbols shall be correctly detailed and weld numbers accurately j
identifying all fis1d welds.
f) Alterations including white out and cross-outs shall be initialed j
and dated.
g) The identification of nonconformances and documented deficiencies per the contractor's QA Program.
(TBP-24) h) Cut Down Sheets shall be included in the traveler package and used j
for " Aid in Review Purposes" and to substantiate other documentation.
Cut Sheets shall be removed after review is complete.
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QAIRGS No. 11-H Page 3 of 6 i) Previously superseded drawings / sketches will be required if they contain pertinent installation records.
'j) Applicable FCR or DCN stamp will appear on hanger sketch or copy of FCR or DCN will be in package, k) Sketch deleted items are deleted from B.O.M.,
initialed and dated.
- 1) Each item on the face of hanger sketch is identified on the hanger Bill of Material.
m) Items added by redlining are included in Bill of Material and initialed and dated, n) Parc 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 of Welder Certification.
f) Review of documentation 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.
g) Review of sketch of attachments to exposed anchor plate and embed plate.
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h) Qualification of QC Inspector Certifications and Training Records.
- 1) Contractor welds on pressure boundry attachments if not identified on the hanger sketch and not documented in the henger traveler.
6.1.2 Weld Control Records (if required to be included in package).
a) Verify that " welds numbers" shown on hanger drawing / sketch are documented on weld control record or shown on " Weld I.D. only".
b) Verify that " Welder Symbol (s)" are entered and qualified per welder summary print-out.
c) " Completion Date" is not necessary as long as the T-B QC Inspector final visual acceptance is dated.
QAIRCS NO.11-H Pcgs 4 of 6 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.
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 sketches are accurately documented on this form.
b)
Items 2, 3, 4, 6 thru 11 and 15 thru 19 shall be completed.
NOTE:
15, 16 and 17 non-review items.
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.
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 QC Inspector.
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 tot 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.
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QAIRGS NO. 11-H i
Pass 5 of 6 t
6.1.6.2 If alterations arise from original bolt location or changes
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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 y
May be used For Information Only.
6.1.8 Wald Filler Material Requisition Sheets T
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.
5 6.1.9.2 All sheets shall be properly headed and numbered.
I 6.1.9.3 Discrepancy Notice is complete and accepted, information contained is legible and' understandable.
k 6.1.9.4 Discrepancies reported are properly dispositioned, deleted or reworked and accepted by T-B QC.
b 6.1.9.5 All areas tre addressed properly on the DN Cover Sheet with applicable remarks, signatures and dates -
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'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 j
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).
d 6.2.1.1 Verify Field Inspection Checklist and sign-off is complete with engineering acceptance.
q 6.2.2 Surveillance Report shall'be in Traveler Package (when applicable).
i 6.2.2.1 Verify for a Surveillance Report or sign-off on drawing for e!
final visual for all large bore hanger welds.
j 6.2.3 Open NCRs related to the Hanger Drawings shall be statused with verifi-cation or work complete.
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QAIRGS NO. 11-H Pegs 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 Hanager Technical Review Checklists shall be utilized by review personnel with their on going Seismic I or NF traveler review sinutaneously 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 ATTACHMEh"IS 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 7.4 Sample of Tompkins-Beckwith Supplementary Inspection Sheet 7.5 Tompkins-Beckwith Documentation Review Matrixes (1 pages) 7.6 Review Checklists 7.6.1 QAIRG-RC-1A and ENG-RC-1B 7.6.2 QAIRG-RC-2 7.7 Request for Information f
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For: GP-723-11 Rev. O STPPL_ era?.! INSPI r_0N s m w
SUS CDTA EANGE?. #
RE7ISION SEISMIC LINE #
ISO #
NO.hSEISMIC LOCATION:
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EI.EVA!!ON:
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REQUIPID INSPECTION:
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- Q.C.:
DO NOT PJ. MOVE FRCM RANCER PACKAGE.
INITIATOR Ifigina.L snould de recu:ned to t
Hanger Department g hanger package.
DATE INSPECTOR DATE Field verification by Q.C. Dept. for SEISMIC Eangers, and by T-3 Hanger Dept. for NON-SEISMIC hangers.
l QAIRGS No. 11-H.4 i,'
CONTRACT W3-NY-Il QAIRCS No. I l-H.
DOCUMENTATION REVIEW REQUIREMENTS HATRIX HANCERS g
g CATECORY REQlllRED DOCUMENTATION EVIEW
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Categories Act!vity - Process Control Required I thru 8 Documentation Seismic 1 History File Index
- 1) Traveler Index Completely filled out TBP-24 Form No. varies
- 2) llanger sketcli Built per design or TBP-24. TBP-17 Initialed & dated by the As-built Engineer & QC Inspector
- 3) Weld Control Record - Form GP-723-91 Completely filled out TBP-24 or 11008. CP-723-91 stamped on drawing, the 11008 is for full penetration welds
- 4) llanger Cut-Down Report Sheet Completely filled out TBP-24 Inforr.ation not required Form GP-723-37 in turnover package
- 5) Field Inspection Checklist Completely filled out TBP-24 l
Form CP-723-38 for the required mechanical inspections
attached to the piping the NDE Report will he e
included in the piping
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traveler.
- 7) Weld Haterial Requisition Completely filled out TBP-20 Not a review Item.
Form CP-723-52 For luformation niity Bulk do,cumentation
- 8) Expansion Anctior Torque Report Completely filled out TBP-24. TBP-33 Form GP-723-42, when required.
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CONTRACT W3-NY-Il QAIRCS No. 11-11
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DOCUMENTATIC3 REVIEW REQUIREMENTS HATRIX PIPE RUPTURE AND/OR WNIP RESTRAINTS AND SEISHIC 1 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 Compl'ete TBP-44 penetration welds. All other welds can be docuaented on Form CP-723-12 (Welding Surveillance Report) e
Complete TBP-44
- 5) High Strength Bolt Test Report Complete TBP-44. TBP-23 l
Form CP-723-55 e
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- 6) Calibration Test Reports, Complete TBP-23 Form CP-723-88 DOCUMENTS /FORH #
l Category CP-723-47 NDE Report N/A (Source Criteria) Forms Guide i
I thru 8 TBP-24 Selsmic 1 11008 Ilanger Drawing
'e CP-723-91 Plate Drawing for embeds CP-723-37 Material Test Reports CP-723-38 i
I i
CP-723-42 Plate Drawings for Embeds N/A TBP-20 Form's Guide Material Test Reports N/A ASME III Forms Guide l.
.QAIRC-RC-1A-Rev. 3 1-4-54 Page 1 of 6 SUS ISO NO.
SEIS:!IC I HANGERS FANCER TECENICAL REVIEW CHECKLIST HCR. NO.
LOTE;All itens Will be addressed.
DATE I.
HANGER SKETCH A. CINERAL NOT ACC-ACC N/A 1.
All infornation is clear and legible.
2.
Black 11ne 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."
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5.
QC signoff is required for acceptable torque and must appear on drawing face or surveillance report or F.I.C.
This is an additional QC signature and is not to be confused with the MECHANICAL QC signature.
6.
Pencil entries should be considered as extraneous information UNLESS the. entry is quality infornation such as, but' not limited to, signature, design changes, or B0!! 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, vben covered by re'dline 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 date.
9.
MechanicalQC signature and dates on hanger sketch must agree with or precede corresponding QC signature and date on Field Inspection Checklist. '
- 10. Applicable NCRs (opened or closed) shall be stamped on drawing face when applicable.
QAIRCS No. 11-H.6.1 L.
-QAIRG-RC-1A Rev. 4 2-6-84 Page 2 of 6 B.
BILL OF MATERIAL NOT ACC ACC N/A 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 required.
- N/A per NCR W3-7494 2.
Exposed anchor plates and anchor bolts by length and diameter will be listed in BOM. Separate line entries are not required.
EXAMPLE: P101 Plate w/4 3/4" I 10" Bolts.
3.
All crossouts to BOM will be initialed and dated.
C.
WELDING 1.
Weld Control Record (WCR) is complete for latest drawing revision.
(Include Form #11008)
- a. Wald Signoffs are complete for all welds (i.e. Walder Symbol, Fit-up, Final).
NOTE 1: Signature /date is required for Fit-up and Final.
NOTE 2: Signature /date not required 0 Fit-up for hangers listed on NCR 2248/TB 109.
- b. Weld Procedures are correctly referenced.
- c. When previous revisions are noted, verify accuracy of weld
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procedures.
EXAMPLE: W1 now reads WlRW1 QAIRGS No. Il-H.6.1 5
QAIRG-RC-1A Rev. 4 2-6-84 NOT Page 3 of 6 ACC ACC N/A l
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EXAMPLE: W1 now reads W1R1
- f. Verify notations under weld control record are accurate.
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2.
Each veld symbol is identified with Weld Number and is not duplicated (except Pressure Boundry Welds - PBW).
3.
Full Penetration welds must be documented on 11008 WCR.
i 4.
For field modified struts, additional weld (s) recorded on Weld Control Record. Weld (s) will be shown on drawing face or referenced to sketch SK-1564-8.31-A-1.
l 5.
NDE records are included when NDE is required on WCR.
II.
SNUBBERS 1.
Snubber bolt torque per Table 1. TBP-24:
- a. Signoff must appear on drawing OR
- 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 after welding was performed, if welds made to flange ends.
3.
"L" Dimensions to be referenced either on BOM or FIC.
III. FIELD INSPECTION CHECKLIST (FIC)
NOTE: Five (5) revisions have been used. Review to the applicable revision.
QAIRGS No. Il-H.6.1 C'
' QAIRG-?.C-1A Rev. 3 1-4-84 Page 4 of 6 NOT ACC ACC N/A
- 1. FIC will be in package.
- 2. Banger Mark No. agrees with hanger sketch.
- 3. Hanger Mark Revision is correct per sketch.
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4.
ISO number is entered.
- 5. ITEM 2. A PIPE CLAMPS /U-BOLTS if applicable.
NOTE:
- 1) Spacers recuired for type 91 and 304 pipe clamos and certain riser clamos.
- 6. ITEM 2.3 MECHANICAL SWAY STRUT if applicable.
NOTE:
If installation per FCR-MP-1730, verify C/N stamo is on sketch.
(revisions 3 and 4) 3 f
NOTE: BP Part 2000 RIGID ROD STRUT can also be sinned in Item 2.E
" ROD TYPE HANGERS" per NCR 6067.
k7. ITEM 2.CMECHANICALSNUBBERifapplicable.
NOTE:
Verify bolts torqued to values in Table 1.
- 8. ITEM 2.D VARIBLE SPRING HANGERS if applicable.
- 9. ITEM 2.E RCD TYPE HANGERS if applicable.
NOTE: This section to be addressed if ANT 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.
Pipe 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 en Revisions 0 and 1.
i QAIRGS No. 11-H l
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QAIF.G-RC-1A Rav. 3 1-4-84 Page 5 of 6 NOT ACC ACC N/A 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.
I 12.
ITEM 3 " REMARKS" if entered shall have the correct SAFETY /
SEISMIC designation and Drawing Status.
IV. EXPANSION ANCHOR TORQUE REPORTS (FCR-CH-ll56)
- 1. The QA Documentation Reviewer is responsible to assure that all ite.ms 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 included in the package.
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- 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. Banger Mark No. and Revision is correct.
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- 7. ISO (s) are entered.
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- 8. Verify Torque Wrench listed against calibration certification log l
for calibration and torque capacity.
(REF. NCR 7408. Attachment 5)
V. DISCRE?ANCY NOTICE l
A.
NCR 4010 DN l
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- 1. Wald reinspection sheet is in package and is complete and accepted.
i QAIRGS No. ll-H.6.1
QAIRG-RC-1A
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Rav. 3 1-4-84 Page 6 of 6 NOT ACC ACC N/A
- 2. ALL Welding Discepancies must be dispositioned.
- a. Profile deficiencies will be addressed by T-3.
- b. Undersized welds will be dispositioned by ESSE.
- 3. Entries noted on Technical Walkdown Report must:
- a. Appear as a discrepancy on HANGER MECHANICAL DFFICIENCY REPORT OR
- b. Be lined out, initialed and dated OR c.
Explained on the face of the TECHNICAL WALKDOWN.
- 4. Discrepancies reported are properly dispositioned, deleted or reworked and accepted by QC.
- 5. ESSE disposition required when MECHNICAL/AS-EUILT dimensions fall outside of FCR-MP-1553 tolerances. NOTE: Verify ESSE disposition on Skew-T welds is transferred to the hanger sket'ch.
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- 6. All sheets are properly headed and numbered.
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- 7. Verify ALL areas are addressed properly on DN cover sheet with applicable Remarks. 51;: natures and Dates, t
- 8. Verify ALL lineouts will be initialed and dated.
(REF. : NCR 6268) i 3.
OTHER DN's l
- 1. DN is complete and accepted, information is legible and under-standable.
hanger sketch NOTE 1: Review of all other docu=entation 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 l
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ENG-RC-1B Rev. 0 1-4-84 SUS Page 1 of 4 ISO NO.
SEISMIC I HANGERS HANGER TECHNICAL REVIEW CHECKLIST DATE NOTE: All Items Will be addressed I._
KANGER 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 Jatest 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 required 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 MQC af ter 3/2/82) except NCR-4010 redlined drawings.
6.
Applicable FCRs and DCNs shall be stamped on drawing face.
DNs will be included in the traveler package when DN substan-i riates the final installation.
NOTE: list #s I
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-NT-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. Il-H.6.1 5
ENG-RC-1B Rev. O l-4-84 Page 2 of 4 4
NOT ACC ACC N/A
- 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 hangers) is a deficiency. NOTE: Spring hangers may have
" Load" value only.
.12. Redlines out of tolerance of FCR-MP-1553 require additional 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 personnel, except those redline made as a result of NCR-4010.
- 14. Skew T weld joint criteria must be verified to FCR-MP-1553.
- 15. Redlines performed after ' initial QC acceptance and ESSE design verification do not impact the hanger hardware or previous QC inspections.
a
- 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.
3.
Deleted items are deleted from BOM.
4.
"PART NO" column is correct for field fabricated material.
i (Ref. LTR. ES-7235-83 for allowable field fabricated standard BP parts or BP approved redlines.)
5.
BOM entries are complete: Item #, Quanity, Part #, Description (with Heat Code Designation if required).
6.
All crossouts to BOM will be initialed and dated. (Ref. NCR-5974) 4 QAIRGS No. 11-H.6.'l V'
EEG-RC-13 R;v. 0 1-4-84 Page 3 of 4 C.
WELDING NOT ACC ACC N/A l
l 1.
Wald sumbol is correct for the applicable weld joint geometry.
2.
Field weld vs. shop weld symbol is indicated correctly.
II.
STRUTS 1.
Modified stru'ti 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) s s
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.
i 2.
"1" Dimensions to be referenced either on BOM or FIC.
i QAIRCS No. Il-H.6.1 6.
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ENG-RC-1B Rev. 0 1-4-84 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.
2.
Sections and views are shown correctly.
3.
Overall dimensions shall equal sum of accumulated dimensicus.
(Elevations for reference only)
X.
DISCREPANCY NOTICE A.
NCR-4010 DN 1.
ALL Welding Discrepancies must 'a dispositioned.
b 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.
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l QAIRGS No. 11-P..6.1
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QA!RU-RC-2
.it S :
Rev. 1 January 5,1984 ISO NO:
HANGER TECHNICAL REVIEW CHECKLIST ENGR NO:
Non-Seismic Hangers DATE:
NOTE: All items shall be (/). If open it shall appear on Exceptions List.
Manger Drawing A.
General Noc Acc.jAcc.
N/A 1.
Applicable NCR's are stamped on drawing.
l 2.
ESSE Review signature and stamp is on drawing face.
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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 ind4cated correctly.
3.
Added welds when shims are utilized.
l 4.- Full Penetration welds must be documented on 11008 Wald l
Control Record.
5 Sk wed "T" Joint veld is criteria met..
9 6.
For field modified struts, additional weld (s) are recorded on I
Drawing Tage.
7.
Rewelds and repairs to welds are entered on Drawing Face or Surveillance Report or supplementary. Inspection Shept.
u.
Dimepsions and Drawing Accuracy a) Se tions anc views are shown correctly.
l b),0verall dimensions shall equal sta of accumulated dimensions.
l C.
Field InspectionCChecklist (when applicable) 1.
There is. an Engineer's signature and date accepting the hanger. f NOIE 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.
QAIRCS No. 11-H.6.2
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o e.
p.
O QA3C I0C No.
Q REQUIST TCR ::iTCPJ!AT:CN DATI
- T!ATOR NAMI To:
DEPT:
i.
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1 I
.a DEP" SU7ERVISCR RZ7!Ci
/DATE EXT, ;;o, DISPOSITICN: 3Y
/DATI gey, 3c m. F/C03I5 l
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- strtRvis:R Rre:c:
/DATt ce, ::o..
RET.: ASP =IV-56 Parserson 6.
QAIRGS No. il-M.7 5".
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