ML20126D796

From kanterella
Jump to navigation Jump to search
Rev 4 to QA Instruction Qairgs 11-H, Documentation Statusing Review Instruction
ML20126D796
Person / Time
Site: 05000000, Waterford
Issue date: 07/30/1983
From:
EBASCO SERVICES, INC.
To:
Shared Package
ML20125A430 List: ... further results
References
FOIA-84-426, FOIA-84-449, FOIA-84-499, FOIA-84-A-55, FOIA-84-A-65 QAI-9, QAI-9A, QAIRGS-11-H, NUDOCS 8506150208
Download: ML20126D796 (31)
v • d • e


Text

o e m.w s.,e o

cuauTV ASSURANCE ENGINEERING page 1

op 8 E

QUAUTY AS5URANCE INSTRUCTION qings go, ii_y QAI NO.

9

..ru i

[t".i.".

July 30, 1983

."..us.ews W-3 Tomokins-Beckwith. Inc.

(W3-NY-11) E.inger/ Support views jne w.ssa sva en DOCUMENTATION STATUSINC REVIEW INSTRUCTION 1 March 22, 1983 nuv

==sensso ma sm Qh, h 4

1.0 Purpose y

The purpose of this instruction is to assure a uniform and acceptable method for the review and statusing of the Quality Assurance Records needed for turnover of T-B generated hanger documentation to LP&L.

2.0 Scope This instruction applies to the review and statusing of pipe supporting / hanger assemblies installed by Tompkins-Beckwith, Inc. The records review process described in this QA Supplement may also include the review for appropriate field fabricated documentation.

3.0 References 3.1 QAI Ebasco (Record Statusing to Support Start-Up System Turnover) 3.2 TBP T&B (QA Records Turnover) 3.3 TBP T&B (Hanger and Support Installation Procedure) 3.4 LOU-1564-468 - (Drilled in Expansion Type Anchors in Concrete for Category I Structures) 3.5 TBP T&B (Procedure for Inspecting Drilled In Expansion Type Anchors in Seismic Class I Concrete) 3.6 TBP T&B (Visual Inspection Procedure) 3.7 TBP T&B (Nondestructive Examination) 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 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 succorting member.

g 61 g 8 850301 M-h M Nf GARDE 84-A-55 PDR f

o o

QAIRG NO. 11-H Page 2 of 8 4.3 QAIRC Reviewer - Ebasco QA review personnel assigned to assure that installation documentation complies to applicable contractor's procedures as defined in the instruction 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, Ebasco Procedure QAI No. 9 and related references.

5.2 The QAIRG Reviewer is responsible for reviewing documentation to assure compliance with the contractor's applicable approved procedures and document t

the review in accordance to this instruction and Ebasco Procedure QAI No. 9.

5.3 The contractor shall review and resolve the deficiencies identified by the QAIRG Reviewers either by written responses, reinspection, and/or properly documenting the deficiency resolution per their applicable procedures. The Contractor shall transmit the deficiency response and appropriate the l

corrected hanger psckage(s) to the QAIRG for final review and closure of deficiencies. A review of added documentation and deficiency resolution may require further QAIRG deficiency reporting.

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

Each item on the checklist shall be reviewed for the following criteria:

6.1.1 Drawings /Hanser sketches 6.1.1.1 QAIRG Reviewers are responsible for reviewing the following items:

a) Legibility and completeness of the drawing sketch as further defined within this instruction and QAI-9.

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

c) Revision status: verification of the latest revision is per the ESSE Master List or traveler " blue line" drawing shall be stamped " Refer to Later Revision" and the latest W

revision reflects 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 manuf acturing records shall be listed on the Bill of Materials.

(See Attachment "M").

f) Wald symbols shall be correctly detailed and weld numbers accurately identifying all field welds.

i

~~

,,,_n.,,,,_...,-

-,.-.,w,,r,,-,,.---,-,--y

.----n---

n-,-,,

s QAIRG NO. 11-H Page 3 of 8 g) Alterations including white out and cross-outs shall be initialed and dated.

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.

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 items 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.

1 o) Traceability is established and verifiab'.e for field furnished and added items.

(See Attachment "M")

p) Parc numbers are correct for field furnished material.

6.1.1.2 The following items shall be the responsibility 'f others by o

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 Welder Certification.

6.1.2 Wald Control Records (if required to be included in package). See Attachment "A".

b.1.2.1 The QAIRG Reviewers are responsible for reviewing the following items:

a) Verify that " welds numbers" shown on hanger drawing / sketch I

are identified or shown on " Weld I.D. only".

4 l

e e

g a

e QAIRG NO. 11-H Page 4 of 8 1-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.

f) Verify that the " weld procedure" is entered.

g) The " Remarks' column is not the QAIRG Reviewers concern and may be referred to for information only.

6.1.3 Weld control Record - 11008 (if required to be included in package)

See Attachment "B" 4

6.1.3.1 The QAIRG Reviewers shall be responsible for reviewing the following items:

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, 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 QAIRG Reviewer.

(Refer to 6.1.2.1; item f) 6.1.4 History File Index l

6.1.4.1 All sheets. listed on the File Index sheets shall be in the package and accounted for by'the QAIRG Reviewer.

6.1.5 Field Inspection Sheets I

6.1.5.1 QAIRG Reviewers shall be responsible for reviewing the following items:

a) The Hanger Mark Number is accurately entered with the drawing revision number (See paragraph 6.1.1.1 cc) b) The 150 No applicaole to the hanger is complete and accurately entered.

c) A TB-QC 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.

QAIRG NO. 11-H Page 5 of 8 e) 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. 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 to the MRR (as a minimum).

NOTE: Additional inspections required for completed installation will be documented on Fora GP-723-114 (Supplement Inspection Sheet). See Attachment "D".

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 QAIRC Reviewer is responsible to 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.

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

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

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 (DN) 6.1.9.1 Discrepancy notices referenced to or pertaining to any Quality Record or installation activity 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.

QAIRG NO. 11-H Page 6 of 8 6.1.9.5 All areas are addressed properly on the D.N. Cover Sheet with applicable remarks, signatures and dates.

6.1.10 ASME III NF Hanger / Support Procedures 6.1.10.1 QAIRG Review Procedures for NF Hanger / Supports shall conform 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 acceptable test result documentation will be included in the traveler package.

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

6.2 Non-Seismic Hangers (Non-Seismic Hangers shall be reviewed only at the direction of the client).

6.2.1 Hanger Drawing shall be reviewed for legibility and completeness.

6.2.1.1 Verify Revision Status of the hanger sketch is latest per ESSE Master List.

6.2.2 Surveillance Report shall be in Traveler Package (when applicable).

6.2.2.1 Verify for a Surveillance Report or sign o'ff on drawing for final visual for all large bore hanger welds.

6.2.3 Open NCR's related to the Ranger Drawings 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 support documentation or may be used as substantiating i

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 by the QAIRG Reviewer.

6.3.3 QAIRG-RC-1 Hanger Technical Review Checklist (Attachment "H") shall be utilized by the QAIRG 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 QAIRG-RC-1 is not required for every hanger reviewed. The reviewer shall, however, assure that all elements of the checklist required reviews and documentation is contained in each hanger package.

w ie

QAIRG NO. 11-H Page 7 of 8 7.0 Attachments 7.1 ATTACHMENT "A" - Weld Control Record 7.2 ATTACHMENT "B" - Weld Control Record - 11008 7.3 ATTACHMENT "C" - Hanger Inspection Checklist Letter 7.4 ATTACHMENT "D" - Supplementary Inspection Sheet 7.5 ATTACICIENT "E" - Documentation Review Requirements Matrices - Hangers and Pipe Whip Restraints 7.6 ATTACHMENT 'A " - Documentation Review Checklists-Hangers and Pipe Whip F

Restraints.

(See QA Instruction Supplement QAI.9 QAIRG NO.

11-S) 7.7 ATTACHMENT "C" - QAIRG Generic Deficiency Report 7.8 ATTACHMENT "H" - QAIRG-RC-1 Seismic Hanger Review Technical Checklist 7.9 ATTACHMENT "J" - QAIRG-RC-2 Non-Seismic Hanger Review Technical 7.10 ATTACHMENT "K" - Request for Information 7.11 ATTACHMENT "L" - Seismic I Whip / Restraints 7.12 ATTACHMENT "M" - Material Traceability (See Sheet 8 of 8) e

-m

O QAIRG NO. 11-H Page 8 of 8 QAIRG VERIFICATION OF MATERIAL TRACEABILITY 1)

Material traceability is traced by T&B supplied trace (heat) code to an MRR (Material Received Report).

2)

The MRR will identify the original purchase order number and the MRIR No.

(Material Receiving Inspection Report).

3)

Items listed on the Material Received Report will specify items, quantity, and a descriprion of material received. The MRR may list documentation received with the material. Any documentation attached to the MRR shall be considered Information Only. The permanent plant documentation is in the QA Records Vault, and reviews, located if required, performed in accordance with QAI-1.

4)

The purchase order number identified on the MRR will identify those materials either approved or vendor supplied or field procured from others.

5)

Per correspondance QA-498 (Nov. 13, 1979) the R.O.W.

(Request on Warehouse) will document the heat (code) number by hanger mark number.

l 9

l

,,y-..--

.,,y v

. Jik.

t Y !!720Y'Y

....m N

=

m.c i

a h

O 2

2 C

=

ar,

.= 1 m

- w

=

k.

2 c.c m

..=

~

W W

w e, 8

=.

a e

=

s e

l s

=

.,, t 7.z

=v E

.m..

-g 3

-55:

=.

e C

I v

e _.

s.m.

u A

m a

sg C=

u

_i:

2

=e w.

--w>

C u

.a.r.

4 Q

5 V

w

=

.h

.e

=

~

u

.'l".

C

=

E

=

m m

.x =.

m

==

N

=

=

-=

.v w

.m w

=s w

c

=

=

r

=

=

=

G

==

,m

=

=

me v'

=

i

=. _

I i

,t v

t 9

g g

g e

l 1

i l

L

s 4

8 J

-_ 1 9

7 l

Ih, k

f v

is h,f l

i

=

I' e,

n.se si ig@

s c

E.,.-

==

Cm sE 3

=a 1

5

=,

\\

~ #p @

l W@i@

l i

me

=@

2.n._ A 15 L t

-nn Ta llEII@{

l l

l I

l'I I

Gl l

l l

l l } 'l l

I G

e I

_=

1 l,,_".l M,

E.:.@

g..

,l

,2

=

s 1

I MN a

y @

J-CP

=

i g

I re

,/

' l@

iTO x

=

/

anw h

.;i i

['

k@

i G

r g

Mg

@ !i!

I esi E'

sew 31 I

l

.g Eb l

l l

l l

l l

l l

l l

l l

l !i!

l

.t g

.=

. _f _,., g I

i

'6

(!!

I

.k-E=

I sg

!k k

{ =I ~

l l

l 4l

=I W

l l

l l

!!iI 1

2

{85 IIM_

l

'g 8

E a

~

's Ekh I

m l5 l

=

es@1 j i

i

,i 4

i*

=

i

,%e -

..a m

l 6

ACAOCIENT B

~

.g

==

e*

me.*-

,y

,y--

o e.

j l'

WATE;tFORD #3 5ES FIELD lilSPECT10N CllECKLIST l

W3-NV-Il Form GP-723-38 l

l IIAllGERS AND SUPPORIS Rey. 4 1

6.

HAllGER HARK'NO.

Hav.

ISO No.

2.

INSPECil0N ACCEPTAllCE ITEMS:

A.

Pfpe Clamps /tl. Bolta e

D. [ Variable Spring llangers 1.

Correct Sire 1.

Ilot /

coldlettingi1/8" 2.

Spacers (stre and location) (if applicable).

2.

ID tag reflects Mark No.

3.

Fasteners (size,locattod,tightenell).

Proper type and s/fre of spring can i

8.

Hechanical Sway Strut 3.

4.

Fasteners (size location tightened) h 1.

Proper size or type.

Q 2

Lock not tight.

E.

Rod Type llapgers p

3 Proper orientation of s Compound angle correct.jructure attach point.

M 4.

. 2*

1.

Conpound angle correct,,2" n

5.

Installation per M M-tle-1730 2.

Itods straight with no bends.catrves,8 r

1 etc.

C.

Hechanical Snubber e

3.

Adjustment lock nuts tight.

I i,

i 1.

Proper orientation of structure attadi point.

F.

All llangers and Supports

.]

f i

e 2.

Proper cold setting,.,. ?/8.

3.

Conpotaal angle correct ' 2*

1.

ILiterlot traceability recorded.

I e

4.

Bolts Tortyne to values lu Table 1..

3.

Pipe cIcarances (if applicable) 2.

Itaterlat correct or 'As Ikitit'.'

3.

REMARKS I

r' 4.

INSPECTION COMPLETE:

DATE l

~

4.C. Inspector j

g

. gw m

o O..

-- -. ~n)-. - - -

e-ow w3 -

w rom c?-7:u-u4

-.--...a

-=.

nas.0

~t=.-

t CM M' i 32.".".llllllll3 w.

~.

_.xx #

sc #

-**+-- w:

l I

- O*.

i..

.M 1.2 i

I* '" LAC::N:

-6H x

1 l

e G

l

. - y_

~

= 4 c.:.N.2E, M = EAsenPA w,

o e -- -- '.

ta a. = =.=

r g

ta===r := -

- g *---ar ---w s

TA=r

'* 4 v=='* --- s tr M.a==. 3= = '

-: 2.a=g n=3, a:.e t.7

.3 w e %

s 2 e sc:r

- sa== a3.

AUACE!I:C D

~*

v~ y

A1TACHHElli 7 :

Of;iTRACT.W3-NY-Il l' ate i

It0CllHFJfTATitW REVIIN NFJ)tlIREMENT3 HATRIX PIPE RilPTilRE AND/OR WHIP RESTRAINTS ANil SEISHIC I STRIM:TifRAl. STEEL.

CATECORY REqtlIREI) IIOCitlENTATION STATils IMIRING REFERENCE REMARKS IN-PROCESS REVIEW Seismic I Activity - Process, Control Required thiciumen ta tion

1) Traveler Index, Forle CP-72 3-4 7 Completely Filled out TBP-44 l
2) Weld ID Drawing Cosaple te TBP-44 1
1) Weld Record, Form 11008 for faill pene-Complete TMP-44 tration welds. All other welds can be documented on Form CP-723-12 (Welding Surveillance Report)

I

^

4) CEO NDE Reports (as appilcable)

Complete TRP-44 I

N

5) liigh Strength Bolt Test Report Complete.

TRP-44 & TBP-23

}

Form CP-723-55 s.:

d

6) Calibration Test Reports, complete TBP-23 Foaa CP-723-88 l

~

i i

8

J l

4 I

l I

l g

i..

.I I

i t

CONTRACT 883-NY-Il DIte DOCllHENTATION REVIEW RFJiulREHFNTS HATRIX NANGERS Page of STA111S IMIRING CATECORY REQtilRED DOCUMENTATION IN-PROCESS REVIEW REFERENCE REHARKS i

me Categories Activlty - Process Control Required I thru 8 Documentation Seismic I

!) Traveler Index form CP-723-47 Completely filleil out TBP-24 1

2) Hanger sketch Bullt per design or TBP-24. TBP-17 Initialed and dated by the As-built Engineer & QC Inspector N>
3) Wald Coestrol Record - Form CP-723-91 Completely filled out TBP-24 or 11008. CP-723-91 stamped on 4,4

[

drawing, the 11008 is for full pene-tration welds

8 i

4) Nanger Cut-Down Report Sheet Completely Filled Out TBP-24 e

7 Form CP-723-37 I

5) FleId Inspection Checklist Completely Filled Out TBP-24 r

o Form CP-723-38 for the required J*

mechanical inspecticais

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

TBP-20 attached to the piping the NDE Report will he included in ti,e Piping traveler.

I

7) Weld Heterial itequisition Completely Filleal Out TBP-20 Not a review item.

Form GP-723-52 For Information only

8) Plate Drawing for Embedment Plates TBP*-20 l

l

9) Expansion Anctior Torqise Report Completely Filled out TBP-24 & TBP-33, Form CP-723-42 when required.

8

10) CHTR's (Certified Haterial Test Required for all field 8

Reports) fabricated hangers anet I

L for all field edited I{

p materlot to B&P suppliaJ

'l supportu/ hangers t

  1. h W4 *e 8

g

N EEASCO SERylCE5 l.NC.UO.u.dD ND l

ev natt

,,gg.

k st *T.

case. 87 satt_

ors ao.

=0.

(,

cusuf

>=osscv I

sussact

[

HANGER ATD SL'P? ORT I

p,_m,_ - -,3-t, INST.AI.I ATION DOCE"J"LTION 1

I Documenta:1c 3 Source i

R*ouired,.or] For=

,._,:a

,a Ac=uransLegible SAT Un N/A RD' ARKS l

Comola e w._

a sA-Cacago:/

GP-72.3-47

~3P-24

. th: 3 11008 or i Ssis ~* '-

GP-723-911' 3P-24 I

GP-723-37 3P-24 GP-723-38 T3P-24 NDE Empr.

~3P-24 GP-723-52 3P-24

'GP-723-42 T3P-24 Approved T3P-24 l Hanger Buil: ;er Dravir.g Design or As-Buil:

Approved

~3P-24 Plata Dws T3P-20 for Kab e ment.Plata.s T3P-24 CMTR's g...

I l

l i

l l

l l

f I

I M.aw set ae. 's "

ATTAC10'. INT F (Page 2 of 2)

~

3-

o QAIRG-DR-1 I3ASCO SIRVICIS INCORPORATID OAIRC CENERIO DEFICIENCY REPORT Date 70:

Report d

)

Deficiency Descrip: ion:

Supporting Da:a Attached Yes No I

Oy Approved Aeproved Recomended Resolution:

e i

By Approved Approved Rosolution/Cerrective Ac:1on:

i i

i_

Approved Approved i

.l 5

b' C:.05URE l

'M Reject By Date

~

Attachment "C "

.---rw y_

.. _ -.. ~

e 4

's QA '.G.RC-1 SUS

.R.ev 1,

7-22-83

..r..ev..

u.> -.,e

.w

., A,...,.sc.c w...a c.:...

s..

ur...

.a.

..t.,,...,,

,A..

NCTI: All I e=s '='ill ba add:essed.

1.

FJ.N';IR SII CR A.

GINIkal, A: A:: /A A1; =ter=at:. n :.::1ud1:3 radianas :.s clear a:c leg:.:le.

l l

6.

.. ace 1* ar.., re.ize e.ss.wu;s are a..i.

. : u c :ad.

e:

.t 3.

C'DP.AC/Fiald revisists are called cu: :: e::1~ c ali pactage de:umes:s da:ed afte

.'/1.$1.

t;;:: :

&;...:1.

3? hanger revis:.:n was.aser! and is ac:epta ;e.

I

iangul:: :-s VA.tev ev 3:a p :s== a.

= cati: :mcu=an:s.

I' l'

1 5.

F.evisi:: s:2: s is,la:es: per ISSI Mas:e: 'is: OR Traveler i

    • 3*.uelise" drawing. is sta=se: "2efer :s Late: Rev.si: " and
he 14:es: revisic: rec e :s : e AS-3--.; esact:ica.

6.

.....,.1....,

e.,

..s,,....,.

. a "AS-BUC.! 3T ?!0" s:a=p :.s on drawing face v:.::

l 3

applichble signatures.

l

"! :ari: ISSI leview" - "" ? Sev aw" sagnature :.f i

l

acui:ad. NC I: I25I si; a:: e is recuired en all AS-
3..1.4 a n.. r.

.se

3.,5.

.u

.a..as.,.s

e.. ec cu c.,

s

=lara:ce of FC2-fd.P-1353.

i 5.

"BL*ILT PIR DISIGN" drawings which are redlined are s:

1 4 :apd I

vi:h FCR-HP-1553 (vich MQc af:e: 3-2-32) excep: NCR 4010 1

edli ed d avir.cs.

.:. App,:abAe :

.CR.s...,..s. er..we. s (:pe: :: :1cse d'; saal

.u.

be sta= ped : drawing face.

  • N's vill be included in the j
avela:.acusa vues */.: su:s:a: :is:es :.e fina; ins.4;;a:1::.!

.w..:

. s: e.s n.

j g

10. All Katie 3ke::hes vill be s:amped ".70.'s f.A T.37 LOA"*.S SII

..5a..

Sir. s..

.Aw.w......,..e : w a..a a.

w t....

s r

ws. s

  • 1. T:i::1::.1==he: Torqua value shall ha shev: v.r blue 11:e c by redlinc.v/refere:ce :: FCR-MP-1560. QC signoff is recuirad fc: ::eo:Able :c que.nd =us appea; c drawing face a: surva 11ance re;=r: c: 7.*.~.

CC signa:ure and.is no:

This is ar. additi:.a; 0" s12 atfre.

to be cc: fused wi:h the MI*El.'; CAL I'!. Pencil entries should be considerec :s extraneous inf:r:-

s i

ati:: 0:LIII :he at::y is ::ali:r it':: a:1er. such as, bu:

sc: 1:.:1:e to. sig=a:ure, casign c:anges. er BCM en: ries.

l 4

Attachmen: "11" I

o e

.C..

3..

.... o 13.

llegible sigsa:;res. =a:es anc di=enstens vill be : u:ed i

t

hrough the lead pr :: := a ceficie==y being vri::en.

l

14. Missi=g seis=1: stamps need no: be ccrre::ed providec CBE/D3E loads are indica:ed en :he hanger ske::h. 23E load alone is acceptable per ESSE.
15. A NON SIISM : :: SIISM:: :: designa:ica vi:h C3E/03E icacs i: a daficiasey.
16. A SEISMIC 1 designa:1cn without CBE/DBE loads (excep spriad I

hangers) is a deficiency..Nais:

Spring hangers may have j i

"1CA0" value eniv.

i

'7. Then snut:er :r expansien an:::: ::r ue is ::::=en:ed :n :he l l

l

avlsg face. ::e vranch I.O. = at: =alibra:1:n expira: :n

{

date is n:: recuired :: :e no:e:.

l f

13. *."hite Cu: used en drawing, v=en :evered by red *ine anc ini:ialed ::: da:e: per AS?-!*.*-37 :s a::ep:a=;e. If se:.
e: note as a deficiency :: :he 8.2.

Thi:e Ou: use: :n 111 c:her quali:7 ::::=es:s:10: vil; have an e: plana:icn vi:h initial and da:e.

i j

19. Redlines cu: -f ::leras:e f FCE-M?-1553 recurre a di:1:nal i

ESSE appr: val. The basis for 7:1-MP-1553 ::lera=:e is the

(

criginal bluelise dimensics.

i

20. Redline en: ries af:er :::ert: ESSI Rev:ev =us

=e =ade by l

l

-.S. personne. a=cep: ::ese rec.,1:es =ade as a resui: ef sa s NOR 1010.

21.
  • aid Map is recu red f : SE!!M:0 : hanger ska: ses, or :=

ske :h a:: ached :: Wald Cen:::1 Ee:::: (?cr= 11005).

i

22. Skew-! vel: j eis: cri:eria =us: be verified :: TCR-MP-1553.

l.

22. Mecha:1:a; 00 signatures a:d da:es en ha=ger ska :h =us:

l agree with :: precede : rrespending IC signature and date

... a. g.w..... v. n e..

.e

'2a. Red 11nes perf er=ed af:er ini:ial QC a :ep:ance and ESSI j

l design verifica:icn do no i=pa:: the hanger hardware or I

previous Q: inspe : ions.

l l

i i.

I I

l t

  • 5
  • New hanger revisions which do no: incorporate :he la:es:

l' field revisien or redlines, ESSE will redline the lates:

i revision vi h a no:e "For Latest Design, See Revision....."

i i

.I 1

I I

e i

l l

g I.

U.m. OI NAI.9 A*.

(SOM) a 1.

Each i:e= nu=:e; on Oraving face is :eference: en 30M.

l l

[

j r

I h

l w.

3 No:

Ace Ace N/A 2.

1:e=s added by redlining are included in SOM.

l I

l3. Dele:ed 1:e=s are dele:ed f::= 30M.

I h

4

"?A!C 30." colu== is cc :act for field fabri=a:ed =a:erial.

(Ref: 1TE: ES-7235-43 fe: allevable field fabrica:ac l

standard 3? parts or !? anpreved redlises).

l l

Valid material ::aceabili:y is es:ablished fe; field i

i i

supplied 12:==.

If "fiald supply" or " supply by field" l

is indi=a:ed on 30M. Eea: Cece Designa: en en::v is re='d.

l l

6.

30M en: ies are ::=ple:e: ::e= 0. Quan:1:7. Par: 8 i.

i t

l Oescrip:1cn (vi:n

  • dea: Code Oesigna:::: if required)

I7 E=;csed anch:: ;.a:es and ancn : sci:s by leng:h and

{

dia=e:e: vill be las:ed in 30M. Separa:e line e= :ies I

are no: requirec.

l IT.AM?*.I: ?101 Pla:e v/4 3/a" I 10" 3ci:s I S.

All en:::ss and c :sscu:s :: SOM af:e: 3 *:/!3 vill be ici-l I

izied and ca:ed (Aef.: N07. SC74).

3 i

l I

e.

-e..u,R w.

a 1.

"Jeld Con:: 1 Rec = d (WOI) is===ple:e f:: la:est dravi=g revisien. (;ncludes For: 911:08) l a.

Wald Signeffs are ce=ple:e is all vel s (i.e. Welde:

Sy=mol. Ti:-up 71:al).

l NOTI 1: Signature / Data is recuired for 71:-us & Final.

8 NOTI 2: Signa:ure/Date ec: required 1 Ti:-up'f::

l hangers lis:ed on NO 22:3/ 3 109.

l l

b.

  • Jeld ?;ocacures are ec ectly referenced.

I i

'c.

When previcus revisic=s are :::ed. verify accuracy of weld procedure.

{

d.

Cc=;iete cu:-cu:s and reveles should be noted as I

j "iW" welds. IZAMPLI: W1 nev reads *J11*11 f

s' t

e.

Repairs vi:h addi:1on =f veld =e:a1 shculd be acted-j f

as "1" velds. E7.AMPLI:

  • J1 nov reads VIR1 j

i f.

Ve:Lfy = eta:ic=s under veld con::al record are ac:ura:e. !

l l'

t 2.

Each veld sy= col is iden:ified with "Jeld Nu=ber and is not l

l duplicated (ex:spe Pressure Soundary Welds - ?3*J).

l l

3.

Weld sy=bol is correct fo: the applicable veld jois:

l secae::y.

j 4

Field weld vs. shep veld sy= bel is indi:sted correc:ly.

l l

l l

l l

,q,7--

~

s 4

Not A :A:: ': ' 1

+

5. When sh1=s are added, corresponding veld sy=bols, veld num-bers, and veld signeffs are required. NCTI:

If a weld is velded to Weld Procedure k*P 1.S.

  • =~P 1.4 or k71.1 it ir accept-~

w.., m..... u i

6.

Full Pene::a:1on welds -as: be d :u=en:ed en 11CCS WCE.

ll l

7.

For field =cdified s::u:s. addi:1cnal veld (s) rece:ded on Weld C ::::1 Record. Weld (s) vill be shcun en dravtag f ace or ref erenced :e ska:en SK-!!64-8.31-A-1.

8.

CI records are included vnen :OI is requi:ed en
  • CR.

l S.

..S u

1.

M::ified s::::s referen:e 7:1-MP-1295.

NCTI: 70: :'?! s:::: :::if t:a::.:n. ref: 707.-MF-::ff ;E 1,

701-MP-1315 as ano.licable.

i.

}

2.

Reference ICE-M?-l!30 f:: s: u su;perts vi:n M00 af:e:

4/07/32. ::CTI: If reverked :: 702 ; 72C v- ~-'- -he ON.

sta=e is reputre: : drav:ng, face.

3.

S: u: in/=an d1=ensions are no: en:eeded.

(RI?:

3? catalog and TCR-MP-1333) c,., m :.D,...,-,

..u

.m 1.

Check fc: c:=pliance vi:h :C';-AS-206 if 4::ach=en:

loca:ics :c e= sed pla:e is referenced en han;e; sne::h.

I e

' 2.

Check FCK-AS-;S:1 fe; e::en:::.:1:.- devia:1ca f==

l strue: ural a::ach=ar.: loca:1cn en esposed pl.::es 'f Il referenced en dravi:3 g

l l

3.

E=ned designa:1ca "".a:er" should specify :::e:: pla:e size c: type.

7. EC w ;ES Check for
:=pliance ".:n ISSI evalua:1:n en ::CA 26 a. -;;a,, :: 37 6.

i NC?. re rerx of ga:s can ::==17 vi:h ::C. 06aa. 3776 C7. TC2-MP-if 53 or revised design ::1:eria. Cass =a a;s: be beugn: := M-69;.

7 S!CISIAS l.

Modifiac snumbers referen:e TCI-MP-1298.

l l

[

2.

Snubber bol: torque per Table 1. 73P-24:

a.

Signeff =us: appear en drawing OR b.

Sigacff =ust appear en T!I;.3 IN5?ICTION CMIC"u" ;ST (Revision 3 and 4) or surveillance repor per NCR 6128.

4 3.

Tc; = edified snuboers. =c =ue =us: be da:ed after velding was perfe:..ee. if velds ace :c flange ends.

"'" Dimensicas := be referenced ei:her en SOM cr TIC.

f g

T*

a

=

t 7!.

DIMINS!ONS A1C DRA'.T*.50 AO URACT

..a.

Ae: Ae: ' /A 1.

Cce:nare redline 1=" :=a:i = V.:n TCR.9-1333 and AS?-IT-3 7 i

l

oleran=es.

j l

2.

Sections and views are shcun corre::1y.

l l

l l

3.

Ove:all 41=e=sicas shall equal su= of accu =ulated d1=ensions. (Ilevaticas !== reference caly)

?!*.

C.J.95 MC U-3CLTS f

1.

Ivice=ce of locking cavise per 7:1-9 '525 of 701 9 1333. l l

lxj I

I I

r

........e.._...

s....

..:.. s-.. _.S. (...)

u-NO'"I:

Tive (3) revisicas have been usec. Reviev :: :he appli:stle revist=n. (Ref.*

NOR-4125)

_.*a...

ce : pacs.a g e.

i j

2.

Katger Marx Nc. agrees vi:h hanger see:ch.

l l

l 3.

Eanger Mark Revisien is ec :e : per sketch.

(III: 1.A.3. of :.is checklist) l a.

ISO nu=ber(s) applica ;e are entered.

f;I l

5.

  • . _r* '. A t "..'.~ ' v*
  • e' *. -s w..-

a.,,.,..'.<.a b.* e.

t' I

1,

-a*

NO~I

1) Spacers recuired f=: :ype el and 204 pipe :la:ps t

i j

and certal: riser cla=ps.

I 1

j j

8 l

s.,.

.v.r_...3

.v w

.e..., e..s.... a.p..a..e.

w,

..u NC I:

If installat:.:n per T R-9 -;730, verify C.'N sta:p 3

I is on sketch.

(Revistens 3 and 1) i l

[

N'**I:

3? Par: ".000 1:0;D RCD S'".I'." can also be sig.ed l

  • .g,....?
    • . cn.g

.=.=3..?

g,...?.(**

p g. ****s s' g g..

f g

g

-........ v.v, L...,.a. _.

.e.

,, e..

.i a.p..,. a w..e.

i 1

NC~I: Verify bel:s ::: quad :: values i: Tab'e ;.

I e

E.

I'"IM 1.3 VAR;i3!.I $?I!NC Er:C ?.S if applica:le.

lll 9.

IM 2.I KOD TTPI EANOIF.S if applicable.

l i

i NOII: "his section to be_ addressed if NN.* red is used i

in the hanger insta*la:icn.

10.

!!IM 1.7 A1.L EANCIAS AND SU??CRTS.

NC'"I:

"'his see:ica ens: be acdressed.

t

6 6

Not Ace Ace *:'A a.

Material ::acea=:.11:y signed :.f any incica:ica cf 1 eld added na:ar.11 is noted.

i

{

g l

8 l

1 e

i b.

F.aterial Cc: ee: :: AS-307 v:11 e signac.

i i

i l

Pipe clearances signed if gaps required.

c.

i I.

30*'I:

!! gaps N/A'd, check su seque=: buycff within f

l I

the 33.

I NO~I:

U-3c.': clearances =ay be signed here en I

l l

Revisic:s 0 and 1.

I I

l 4

11.

  • here is an Inspec:c;

..t._.L h..--.,.'s signature /da:e a :e;:ing the l

l

,1 hanger.

.s

, m.. s.

..:...... (Revis10:s A.

and 2).h e.

v.......S.3 r......

.v 3, -...... be

..,...d t

i a

-ith ici:ials and ca:e.

11.

IP. 2 "R.AII.5" if enterec shall.. ave
..e ::::e : SAyI I.

II!!!C; des:.g a::.:n anc ::aving 3:a:us.

i l

l yo.a.......p..s... a... ;a3........,p.-.....

3.?;. p..q.

ORwa,!

t.

u.

~he QA ocu=en:a:1:n Re.-tever is :sspcasi:le :: verify ::a:

i.

all 1:e=s are filled in anc signed.

f 2.

!* an expansion bel: vas :es:ed and failed as incica:ac c..

the report, an additi=nal Ispansic: Asen : Report anc a I

3 Tailed Ancher Repc;; shall be indi:a:ed 1:

ne package.

i 3.

Deletec.

l i

1 Verify :ha: size and quas:1:7 of anc==:s is given and agrees vi:h *is:ing en hanger ska::h.

5.

7erify le::e: designa:ics and a=oec=en: ;eng::.

i 6.

Verify :::que applied is v.::in ac:e;:a:la.i= :s fe ancno diaseter.

1 7.

7erify Hanger Mark No. and Revisien i

act.

j S.

7erify applicab.e ISO (s) and desig a:1:n.

i 9.

7erify ::que 'iiren:n lis:ed agains: :alabra:1:n certifi-i ca:Lon log fc: calibra:1cn and :orque capaci:y.

(RIy: NOR l

6:39 i A::achmen: 5) l t

I.

O!SCRI?ANCY NO~I I A.

NOR 1010 DN 1.

  • deld Reinspec: ion shee: is in package and is ::=plete.

accurate and accepted.

j a

A 4

s No:

Ace Ae: ':! A 2.

1 A1L 'Jelding Discrepancies =us: be disposi::ened.

l t

1

?;cfile def t:ienezes v-11 be addressed by 7-3.

l l

l j

a.

b.

Undersize veles v;11 be disposi:1cted by IISI.

l l

l l

3.

In: ries sc:ed cr. Technical "alkdce: Reper =us::

l l

l a.

Appear as a discrepancy c: EANGER MICEAN!".AL l

l DIT!CIENCY KI?CRT OR g

l b.

Be lined cu:. isi:Laled at: da:ed CR l

l l

2 l

. p.,a.,nec ce the.aa:e c.:

C.

x
he. 2.....

....--n.,.

i g

.s

..~ a % w...

9'

. Discrepancies re::::ed are ::::erly disp st::: ec.

i de'e:ed c: reverne: at: a::e;:e: by 00.

!.. e ae dispes,.:.,:. recu., red vue 1.,........./n.s-sw

...s.. ~.

i

}

d =ensi: s fal; su: side of TOI-M?-1553 ::leras:es.

{

i NOTI: "erify IIII dispcsi:1 : :: Skev-! welds is f

a::::a:ely ::assferre: :: : e sanger see::h.

I t

A.. snee:s are properly headed and : =herec.

I i

o.

l 7.

Verify ALL areas are aed:essac pr perly c :N ::ver snee:

l vi:h applicaele As. arms. Sigsa:::es and Oates.

I L

l 6.

7erify All linecu:s -ill be inizialed anc da:ad.

l l

i l

(KZy: N 1 6258) l l

l l

Q.se..s... 5 N is ::= pie:e as: a :epted. 1:f:::a:ics is leg 1=;e and understanca:e.e.

i i

I 2.

N raised := an NCR has NCE en:ered== face of ON and c fa:e of hanger ska::.

i t

NOII *:

?.e

  • ev cf all c:her docu=entati:n :::1uded in -he package :: de rev eve as reference.

NOTI 2:

Ac:ep ance of ite=s indi:a:es acces:ance cf ::=:le:eness. a::ura:y and legibili:7 is ac:::da=:e vit app::vec !&3 p;ccecuras.

1 e

C

,cs, ISO NO:

HANGER TECHNICAL REVIEW CHECICLIST HNGR NO:

Non-Seismic Hangers DATE:

/

NOTE: All items shall be ( b ).

If open it shall appear on Exceptions List.

E*nger Drawing A.

General Uot Acc. acc. N/A 1.

All infor=ation including redlines is clear and legible.

I f

2.

E=drac Revision and Field Revision is called out orrectly on other package documents.

3.

Revision status is latest per ESSE = aster list or traveler l

"31ueline" drawing is sta= ped "Ref er Tc Later Revision".

i 4.

" Built Per Design", "Ebasco As-3uilt" or "As-Built By. Field" stamp is on drawing face with applicable signatures.

5.

Aeolicable NCR's are sta=ced on drawine.

l l

l 6.

ESSE Review siznature and sta=o is on drawine face.

l l

l 3.

Bill of Material i

1.

Each item on face of drawing is referenced on 3.0.M.

l l

l 2.

Deleted items are deleted from 3.0.M.

C.

Welding 1.

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

l l

2.

Field weld symbols are indicated correctly.

l l

~ ~ ~ ~ ~

~3.

Added welds when shims are utilized.

l l

t

.i 4

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

I I

i 5.

Skewed "T" Joint veld is criteria met.

l 6.

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

{

7.

Revelds and repairs to velds are entered on Drawing Face or Surveillance Reeort or sucolementrv Inspection Sheet.

ATTACIC:ENT "J"

,g-

v-- ~.

3,g Ace. Ace.sN/A f

i 8.

Dimensions and Drawing Accuracy I

a) Sections and views are shown correctly.

b) overall dimensions shall ecual sum of accu =ulated dimensions.

Field Inspection Checklist (when applicable)

I i

1.

The hanger mark nu=ber is entered with the Drawing Revision.

I 2.

The iso number applicable to the hanger is entered.

l 3.

An Ingineer's initial is entered in the space for the items applicable to the hanger. "N/A" is entered for those items l

that do not apply.

(Note: All blocks must be addressed) 4 4

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

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

NOTI 2: Acceptance of ite=s indicates acceptance of cec:pleteness.

accuracy and legibility in accordance with approved T&B j

procedures.

[

S t

1 l

t l

o QAIRC Loc 30, l

O arcetST rOR :xrom:AT:Ox aAT:

I5!!!ATOR NAME TO:

DEPT:

.l I

I i

I s

1 l

9 I

DT.FT SUPERVISOR RIV!Ei

/pA;g EXT. 50.

D ~S?OS '**

sv

'p^^L REF. 30CDC*TF/COSIS I

I I

i l.

I i

I 1-i

SUPERVISCR REV It,'

fog;g g.,\\..

,,p l

t Attachment "K" RT.F. : ASP-IV-56 Psrscrarh 6.0

,r-s-

, - * -e

,----+-,-~--m

--,-7y

, - - - + -,

SUS e

150 NO.

t? DIP RES""RAI5"!/S'"R"C'"URA1 SM QA W/R NO.

RECORDS REV!EW CHECC.IST DATE:

SEISMIC CLASS RESTRAINTS /S*RUC! TRAL STEEL NOTE: All items sha n be ( /).

If open it shan appear on Exceptions List.

Restraint Drawing Acc N/A A.

General 1.

An information including redlines is clear and legible.

l l

2.

A n black line crossouts are initialed and dated.

3.

Emdrae 2evision and Field Revision is called out correctly l

l along with an other pachage documents.

4 Revision status is latest per T&B comouter printout and ESSE master list or traveler "31ueline" drawing is stamped "Ref er To Later Revisica" and the latest revision reflects the As-Built condition. The latest revision shan also have a

" Review By" stamp.

5.

" Built Per Design", "Ebasco As-Built" or "As-Built By Field" stamp is on drawing face with amplicable signatures, a)

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

6.

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

Note: List No.

7.

Discrepancy Notices referenced on sketch must be included in package.

l

)

5.

Bill of Material i

i 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 Places and Hilti's are listed.

Example: P-101 Plate w/4 3/4 I 10" Bolts.

i 3.

Parts numbers are correct for field substituted meterial.

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.

l i

ATTACIC!ENT "L" 4

.-w--

w

m----,-,,w-,---

- - - -. +, - - - - ~

,, - - - - -, - - - - -, - ~ - - - -

a

P Hot Ace Ace N/A C.

W,1 dine g

l 1.

Wald Control Record is complete for latest drawing revision.

8

~

a) Wald sign-offs are comolate for all welds, including I

previous revisions.

?

b) Wald crocedures are correctiv referenced.

2.

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

i j

3.

Weld symbol is correct for the applicable veld joint l

4eometrv.

I I

j 4

Field weld svmbols are indicated correctly l

5.

Added welds when sh1=s are utilized.

l

'6.

All full eenetration welds and welds which require ::DE must l

be documented on 11003 tield Control Record.

l I

a) 'Jelds other than full penetration welds, which do not j

I require ::DE, shall be documented on' (?cr small bore niping Form GP-723-56)

(For larse bore ic;m G? 723-12)

I b) 13 eld material will be requistioned for each unique steel i

and restraint identification number.

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

d) Post iteld Heat *Tr'estment if required (material I h" and greater, unless otherwise specified).

I i

e) 13eldinz repairs / base metal reesirs shall be performed in i

accordance with T3P-43.

l 7.

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

l 8.

Skewed "T" Joint veld criteria met, per (TCR-AS-2711 latest revision).

f C.

Welder I.D. is entered.

l 10.

NDE records are included when NDE is required on Wald Control Record per naragraph 6.1.7 of this instruction.

a) All full penetration butt welds shall be radioeraphed.

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

t' 1)

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

2)

U.T. completed welds.

c) Where noted on drawings, fillet weld shall also be inspected by it.T. or P.T. af ter final welds laver l

is deposited. '(All welds shall be visually inspected i

and documented in accordance with TBP-44) i M*

E acc sat su a s

11.

IL. elds and repair's to welds are cared on Weld Control i

Records.

(Include added welds) j 12.

Preheat requirements are entered on hanger sketch by i

Engineering.

l 13.

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

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

i I

l b)

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

i I

I j

c)

Items 20 and 23 will be completed when required by l

this procedure or Code.

l d) ltems 21 and 22 shall be completed.

D.

Mechanies' i

I 1.

Anchor / Embed Places l

l l

a) Check for compliance with DCN-AS 306 if attachmen-locc. ion is on drawing.

l t

I b) Check for FCR allowing deviation from structural l

attachment location on exposed olates or accentricity I

evaluation per FCR-AS-1824.

-l.

I c)

Embed designation "Later" should specify correct plate size.

d)

Reference FCR-CH-1156 for exposed Anchor Places af ter 11/7/80.

I i

2.

Dimensions and Drawing Accuracy l

i a) Sections and views are shown correctly.

b) Overall dimensions shall equal sum of accumulated i

dimensions.

I l

3.

All high strength bolts to be tested and inspected per i

TSP-23.

)

l 4.

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

i 5.

Attachment of whip restraints to embedded olates.

reference "FCR-AS-2708" for tolerances.

Field Insoection Checklist i

{l

,l 1.

The whip restraint mark number is entered.

I 2.

The field sketch no. (Form CP-723-56) is entered with l

l latest revision.

l 3.

The "c" drawing number 1 entered with latest revision.

i i

r.,, _ _.. _. _, _,,, _ -., _ _ _ _ _. _ _.. _. _ - -,, _, _ _. - _,

a 4*

4 An ins-ccor's initials are antared in tha spac3 for tha l

f,'.

itema, plicable to the restraint and

/A" is entered for i

those items that do not apply.

(Note: All blocks must be l

l l

addressed) l

\\

6 l

5.

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

restraint / structural steel.

(Shall be on the f ace of the I

drawing).

l l

Eigh Strength Bolt Torque Report and Calibration l

of Insoection F.and Toroue 4renches a

I 1.

The QA documentation reviewer is responsible to verify that all items are filled in and signed per T3P-23 instruction =.

2.

If inspections results are not acceptable per T3P-23, re-l suits shall be reported in accordance with TBP-12. "Non-l conformances and Discrepancies."

3.

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

4 Bolt holes reamed and accepted by the inspector shall be recorded on Form GP-723-55 by the QC inspector.

i 1

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 checks will be recorded on For= GP-723-88 by the QC inspector.

Discrepancv Notice 1.

DN's a) Discrepancias recorted are properly dispositioned, deleted or reworked and accepted by QC.

b) Disposition has been approved by ESSE and Ebasco QA.

l 1

c) All sheets are properly headed and numbered.

i l

l d) Face of D.N. is procerly filled out.

t I

2.

Other D.N.'s a)

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

understandable.

b)

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

and on face of 'J/R sketch.

I E.

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

1.

Latest Field Sketch Drawing Form (GP-723-56) 1 l

l 2.

Previous Field Sketch Revisions (CP-723-56) l l

3.

Weld Control Record (Form GP-723-56, 1108, CP-723-12) i y..

w

.m

____m_%._y_

.m

s i _

C21

,l.

4.

Inspection Check List (GP-723-119) 5.

Non-Destructive Examination Report q

l

.d 6

6.

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

Expansion Anchor Tensien Test Report Form (GP-723-43) i I

i l.

l l

l 8.

Expansion Anchor Torque Reporr (GP-723-42)

I l

l l

9.

Ranger Cut-Down Report Sheet (GP-723-37) l l

10.

Post b* eld Heat Treatment Records I

c r

l l

l l

11.

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

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

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

e e

.

Retrieved from "https://kanterella.com/w/index.php?title=ML20126D796&oldid=4276228"