ML20202A873
| ML20202A873 | |
| Person / Time | |
|---|---|
| Site: | Comanche Peak  |
| Issue date: | 08/28/1980 |
| From: | BROWN & ROOT, INC. (SUBS. OF HALLIBURTON CO.) |
| To: | |
| Shared Package | |
| ML18052B537 | List:
|
| References | |
| FOIA-85-59 QI-QAP-11.1-25, NUDOCS 8607100149 | |
| Download: ML20202A873 (10) | |
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BROWN & ROOT, INC. ISSUE CPSES Nt248ER REVISION CATE PAGE JOB 35-1195 '
(Supplement 6.9G-II) DI-QAP-11.1-25 5 8-28-80 1 of 7 m s TITLE: ORIGIMTOR: I
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2s gp/-R OI-QAP-11.1-25 DATE (SUPPLENENT 6.9G-II) /',[
QUALITY ASSURANCE REVIEWED SY: m, _
_ CPJ/. a n
CATE REVIEW 0F ASME III -
/
APPROVED SY c-,x _x s/re/&
[f 5ite QA Manager CATE*
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i.0 TABLE OF CONTENTS j0 j n h, :{f;.
1.0 INTRODUCTION
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Tws oc . . 1 2.0 GENERAL ISFocoqy3fy,~' ,m CONTACT g 3.0 INSTRUCTION STA IE3LQ RRE'tr' 3.1 DOCUMENTATION REVI n GTM 3.2 WDC REVIEW (PIPING) g 3.3 MRS REVIEW 3.4 REVIEW 0F COMPONENT SUPPORT CONSTRUCTION OPERATION TRAVELER O 3.4.1 AND HANGER PACKAGES WDC Review (Supports) 3.4.2 Component Suppdrt Mechanical Inspections (Checklist) 3.4.3 Traveler Revision Record 3.4.4 Component Support Construction Operation Traveler and Hanger Packages 3.5 CODE CERTIFICATION 3.5.1 Code Certification (Component Supports) 3.5.2 Code Certification (Piping and Instrument Tubing) 3.5.3 ANI Review / Certification to Code (MTF) 3.5.4 Final Review 3.5.5 Release for Construction 3.5.6 Modifications to Code Certified Items 3.6 SYSTEM CERTIFICATION TO CODE / CODE STAMPING 0.11 FIGURES 11.1-25-1 Manufacturer's Transmittal Fom for Component Supports 11.1-25-2 Manufacturer's Transmittal Form for Fabricated Nuclear Piping Subassembilies FOR INFORMATION ONI.Y o
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8607100149 860630 "
GARDE 85-59 PDR .
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BROL'N & ROOT, INC. ISSUE CPSES NUMBER REVISION DATE PAGE
{} JOB 35-1195 8-28-80 (Supplement 6.9G-II) OI-0AP-11.1-2 y 5 2 of 7 8
1.0 INTRODUCTION
f' This instruction provides for final review and Code certification of ASME documentation.
2.0 GENERAL ASME Documentation is prepared, approved and implemented in accordance with Appendix 6.9G. Additional requirements for Component Support Operation Travelers are given in Appendix 6.9F.
3.0 INSTRUCTION 3.1 DOCUMENTATION REVIEW As work is completed for each piping subassembly or line, field weld or component support, the documentation shall be reviewed for completeness and accuracy Verification shall be made that all documentation has been satis-O rector 417 co=Pieted as roiio s:
A. All required WT, QC and ANI' hold or inspection points shall be signed, or initialed and dated by the appropriate party qualified to perfom the inspection (see 6.9G, Section 2.7 -No te ) . Check the signature or initials of QC listed after holdpoints on the documentation against the NDE Certi-fication Log. (The applicable RT holdpoint may be signed by a designee for the CC RT group provided the RT report is signed by the film interpreter). ANI hold and inspection points shall be signed as required by CPM-6.9. Where re-quired, the corresponding NDE report fam(s) shall be attached to the WDC. Verify that the requirements for NDE reporting of Appendix 6.9G, Section 3.7 have been met.
B. Verify that each NDE holdpoint is accepted for the stage of fabrication for which the holdpoint was established. Verify that the inspector perfoming the operation has completed, signed or initialed, and dated each portion necessary to meet the requirements of the NDE. Procedures Manual.
3.2 WDC REVIEW 3 A. Verify that, when required, delta ferrite readings were taken, and the readings were within the parameters specified in Appendix 6.90. If a RPS has been used to document a
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repair to a completed weld or defect where delta ferrite readings were taken, verify that such readings have been entered on the'RPS and are acceptable as described above.
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- w SRCHN & ROOT, INC. ISSUE CPSES NUMBER REVISION DATE ? AGE C) J08 35-1195 (Supplement 6.9G-II) QI-0A P-11.1-2 5 5 8-28-80 3 of 7 B. Verify that the weld filler material used was as required by the WDC or MWDC. Check the Weld Filler Material Log for completeness and accuracy (see Appendix 6.98).
C. If PWHT was required, verify that a copy of the PWHT chart and PWHT checklist are present and show the treatment to have been perfomed and accepted by QC.
D. Verify that the NDE and WPS procedure number and revision number were entered in the applicable space on the WDC.
E. Verify that all wall thickness figures noted in documenta-tion meet required minimum wall thickness (or were accepted by the design engineer).
F. Verify that all atolicable inspections required by MWDCs for component supporti established in accorda'1ce with Appendices 6.9F and G have been acceptably completed.
If this review is acceptable as noted above, the Systems Release /
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Turnover Group (SRTG) shall sign and date the applicable column on the WDC under the " Final Review" notation for field welds.
Unacceptable items shall be resolved in accordance with applicable procedures.
3.3 MRS REVIEW NOTE: A MRS is required for fabrication of piping subassem-blies, field fabrication, and modification of code-certified components (a Bill of Materials or MRS is acceptable for Component Supports Modification).
A. Verify that the OC Inspector has verified each listing in the Bill of Materials as correct by initialing and dating each entry; that all infomation on the Bill of Materials has been completed: Item number, quantity or length, size, schedule or rating, material specification, end prep for pressure retaining materials, type or grade heat or code number, QC Inspector's initials or signature, and date, as applicable.
B. If a valve was included in the piping subassembly which required disassembly, verify that an Operation Traveler was used if required and is included in the documentation package.
l C. The weld requirements as welded shall correspond to the O revision of the drawing to which the final dimensions were checked.
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BROWN & ROOT, INC. ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195
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(Supplement 6.9G-II) Q I-QAP- 11.1- 2 5 8-28-80 4 of 7 9
D. If calibratej MATE is used, verify the serial numbers and calibration due dates of measuring or test equipment used in inspections have been recorded on the applicable report fom or WDC.
E. Verify that all repairs not requiring welding were docu-mented to the requirements of Table 6.9G-2. Verify that the required NDE, approvals and documentation are present and accepted and the NDEP and revision date have been noted.
If all documentation as noted above is acceptable as required, the SRT Group shall sign the applicable space on the MRS when no welding was perfomed (ANI review and code certification may then be accmplished.)
NOTE: An MTF is not required when no welding is perfomed on a subassembly. The MRS shall be utilized instead.
3.4 REVIEW 0F COMPONENT SUPPORT CONSTRUCTION OPERATION TRAVELER AND HANGER PACKAGES O n0TE: Th4s eocumeatat4aa rev4ew wiii e2 made by the Systems Release / Turnover Group at the time when a partially completed B&R fabricated component support is to be certified to code prior to installation, or at the completion of all supports.
Code documentation shall be as required in Figure 11.1-25-1 of this supplement.
3.4.1 WDC Review A. Verify that the requirements of this instruction were met for WDCs as given in Section 3.2.
B. Verify that the weld filler material used was as required on the MWDC or WDC.
C. Verify that weld numbers and NDE was established as required by Appendices 6.9F and G.
NOTE: For fabrications where installation welds are not yet made, the welds which are completed may be signed for as accepted, provided that the installation welds are noted as such (i.e., Field Welds.)
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BROWN & ROOT, INC. ISSUE CPSES NUMBER REVISION DATE PAGE O a0s 2s-119s (Supplement 6.9G-II) O I-QA P-11.1-2 5 5 8-28-80 5 of 7 3.4.2 Component Support Mechanical Inspections (Checklist) (Note: Not Required with Hanger Packages)
A. Verify that all inspections have been cmpleted as required.
B. Verify that all required CA/ANI signatures and dates have been entered.
NOTE: Operations shown on the checklist may alternatively be required on the Operation Traveler. When the required operations are shown on the traveler, the checklist is not required.
3.4.3 Traveler Revision Record (Operation Travelers Only)
'A . Verify that all revisions have been entered and are accept-able (reference: CPM-6.3 and Appendix 6.9F).
3.4.4 Cmponent Support Construction Operation Traveler and Hanger Packages A. Verify that traceab.ility of materials to a material specifi-cation was documented for Class 2 and 3 supports, or to a
. CMTR for Class 1 supports.
B. Verify that all repairs not requiring welding were docu-mented to the requirements of Table 6.9G-2 and the required NDE signoff, approvals, and documentation were present.
C. If all documentation within the CSTP or H.P. were verified as acceptable, the OC " Reviewer" shall sign the Operation Traveler for the stage of fabrication / installation this review is applicable to as well as documentation for Code certification.
3.S CODE CERTIFICATION 3.5.1 Code Certification (Component Supports)
Upon acceptable completion of the review of a given component support documentation package as above, code certification for that stage of fabrication or installation shall be initiated or empleted as follows:
A. B&R-fabricated cmponent supports or supplier-fabricated o supports where no data: report was supplied -
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BROWN & ROOT, INC. ISSUE CPSES NUMBER REVISION DATE PAGE
(? JOB 35-1195 (Supplement 6.9G-II) QI-0AP-11.1-25 5 8-28-80 6 of 7 A Manufacturer's Transmittal Fom for Component Supports, i MTF(CS) shall be initiated for up to ten component supports upon acceptance of documentation. Oc shall complete the MTF(CS) for item 5 and complete (sign) the Certificate of Compliance. The MTF(CS) shall then be presented to the ANI for signature on the back at " Certificate of Shop Inspec-tion" or at " Certification of Field Inspection" for com-pleted installations.
A copy of the cmpleted and certified MTF(CS) shall become part of the documentation package, which is routed to the Pemanent Plant Records Vault for storage if cmplete or to the FWTC Substation if further work is required.
3.5.2 Code Certification (Piping and ASME Instrument Tubing)
A. The SRT Group shall initiate a Manufacturer's Transmittal Fom (MTF) (Figure 11.1-25-2) for items to be certified to Code where welding was perfomed.
s B. When the SRT Group is satisfied that all code recuirements
,) are met and that all documentation is acceptable and complete, certification of the documentation package shall be made by signing and dating the appropriate code documentation (NPP-1 Data Report or MTF). .
3.5.3 ANI Review / Certification to Code (MTF)
Upon acceptance of the documentation package, as described in sections 3.5.1 and 3.5.2, the ANI shall sign and date the MTF in the appropriate block, the ANI shall also complete the required section of the code documentation.
3.5.4 Final Review Upon completion of the ANI review, the SRT Group shall release the items for construction and transmit the accepted documenta-tion package to the Pemanent Plant Records Vault.
3.5.6 Modifications to Code Certified Items (Piping Supports and ASME Instrument Tubing)
- When it becomes necessary to modify items already certified to i Code, documentation shall be initiated from controlled design
, documents in accordance with Appendix 6.9G, and recertified after '
! review in accordance with this instruction and as follows:
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SR0';?N& ROOT,IhC. ISSUE CPSES NUMBER REVISION DATE PAGE O
V JOB 35-1195 (Supplement 6.9G-II) jQI-0A P- 11.1-25 5 8-28-80 7 of 7 A. Addition or deletion of welds and materials to Code items.
Where an item was cut and re-welded or materials were added or deleted, i new MTF will be initiated and the original MTF shall remain in the package. Vofded weld documentation shall be retained in the package.
- 8. Division of Items.
If it becomes necessary to.pemanently divide a component into two or more integral parts, verify that a unique de-signation, traceable to the original documentation was established for each piece. A new MTF shall be required for each piece. The original documentation may be stored in one file location provided that adequate cross-referencing on the MTF or MRS is present to assure traceability and retriev-ability.
NOTE: Upon modification of a code certified item, the exist-l ing code documentation shall be marked " modified".
n U Items recertified in this manner shall be released for construc-tion in accordance with Section 3.5.4 3.6 SYSTEM CERTIFICATION TO CODE / CODE STAMPING Upon acceptable completion of systen pressure testing, the system N-5 data report shall be originated as specified in ASME Section III, shall be signed by a cognizant representative of Brown &
Root and presented to the ANI for signature.
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PROCEDURE ISSUE BROWN is ROOT, INC. NUMBER REVISION PAGE DATE CPSES G
V OI-0AP-11.1-25 5 8-28-80 1 of 2 FIGURE 11.1-25-1
//> 'S Manufacturer's Transmittal Form for Ccmoonent Supports
( As Required by the Provisions of the ASME Code Rules)
- 1. Fabricited by: P.O. Box 1001. Glen Rose, TX 76043 Order No: 35-1195
- 2. Fabricated for: Texas utilities Services, Inc. Orcer No: 35-1195
- 5. Identi fication: .
1 Component Acolicable Stress Report Type of Sucoort Orawings witn or Load Caca- Co:nconent Year 1.0. No. Last Rev. & Date city Cata Sheet Support Class Built 1.
2.
- 3. J 4
5.
6.
7.
8.
9.
10.
- 5ame as orawing nurcer CERTIFICATE OF COMPLIANCE We certify that the statements made in this report are correct and that these components succorts conform to the rules of construction of the ASME Code for -
Nuclear Power Plant Oceconents, Secticn !!!, Olvisicn I, Edition 1974 Addenda Winter '74, Code Case No. 1644-7 , Date Signed: Brown & Root, Inc. cy Our ASME Certificate of Authorization expires January --8-82, Certificate of Authorization # N-2223-2 .
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!CERTIFICATIONOFDE5tGN i
Design Information on File at Teras Utilities Generatiro Co. , Dallas , Teras Stress Report or Load Cacacity Cata Sheets cn File at:
Teras Utiltties Generstfnq Co., Callas, Teias Design 5pecifications Certified by (1) F.D. Hutenison III PE State Teras O,' Reg. No. 35 M1 i Stress Analysis Report or Load capacity Data Sheets Certified by(1)
PE State Reg. No.
(1) List name only, signature not required.
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7 PROCEDURE ISSUE BROWN & ROOT, INC, NUMBER WMON PAGE DATE CPSES QI-QAP- 11.1-25 5 8-28-80 2 of 2 FIGURE 11.1-25-1 t
Manufacturer;s Transmittal For i for Component Supports CERTIFICATE CF SHOP INSPECTION
!. the undersigned, holding a valid cormission issued by the .'ational Soard of Boiler and Pressure Yessel Inscectors and the State of Texas, and eccioyed by MSSt&! Co. of Hartford CT have inspected the component supports described in tnis Manufacturer;s Transmittal Fem on 19 and state j that to the best of my knowledge and belief tne Manufacturer mas constructed these cerconent suoports in accordance with the ASME Code for Nuclear Power Plant Caeconents .
By signing this certificate, neither the Inspector nor his ecolayer makes any warranty, expressed or imolied, concerning the component su:corts described in this Manufacturer's Transmittal Form. Futhermore, neither the Ins:ector or his ermloyer shall be liable in any manner for any personal injury or property damage or a loss of any kind arising from.or connected with this ins;ection.
Cate Signed Ceesterions , , )
CERTIFICAT!CN CF FIELD INSPECTICN t, the undersigned, holding a valid commission issued by the National Board of Boiler and Pressure Vessel Inspectors and the State of Texas and e*sloyed by HSB!&! Cc. of Hartford, CT have c0moared the statements in this Manufacturer's Transmittal Fom with the described cott;onent su: ports and state that the parts referred to as data items not included in the certificate of shop insper. tion, have been inscecteo oy me and that to the best of my knowledge and belief the Manufacturer has constructed these coeponent su: ports in accordance with the ASME Code for Nuclear Power Plant Components. .
By signing this certificate neither the Inscector nor his employer makes any warranty, expressed or imolied, concerning the component succorts, described in this Manufacturer's Transmittal Form. Furthermore, neither the Ins;ector npr his employer shall be liable in any manner for any cersonal injury or precerty damage or a loss of any kind arising from or connected with this inscection.
Date Signed Comiss ions (Na t' 1 5d. 5 ta te , P rov . & No. )
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PROCEDURE ISSUE BROWN fe ROOT. INC, NUMBER REVISION PAGE DME CPSES O 1 of 1 L' OI-0AP-11.1-25 5 8-28-80
, FIGURE 11.1-25-2 MsNUFACTURES TRANSMITTAL FCRM FOR FABRICATED NUCLEAR P!P!NG SUSA55E"SLIES (As Required by the Provisions of the ASME Code Rules)
Brown & Root, Inc.
- 1. Faoricated oy P.O. Box 1001, Glen Rose, Texas 76043 Order No. 35-1195 (Name and Accress of f aoricator)
- 2. Fabricated for Texas Utilities services'Co. ,:nc. Order No.
- 5. Piping System Identification (a) Drawing No. Prepared By Brewn 1 Root, Inc.
(b) National Board No. N/A
- 6. The material design, construction and workmanship corolles with ASME Code Section !!!,
Class Edition 1974 ,Aedenda Cate Sumer ' 74 Case No. N/A Remarks: Manufacturers' Cata Reports properly identified and signed by comissioned Inspectors nave been furnished for the following items of this report
( Name of part-item nu:rcer, Manuf acturers' name, and toentifying starp)
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- 7. Shop Hydros tatic Ies t~ N/A
- 8. Description of piping inspecteo: PIECE MARK NO.
(incluce- rarK no.- raterial spec.- pipe See Attacned 'Manuf acturino Record Sheet" size - scnecule or tnicaness - length - fittings - flangs, etc.)
We certify that the statements made in this report are correct and that the fabrication of the described piping confocrs at th the requirements of SECTION III of the ASME BOILER AND PRESSURE VESSEL CCCE.
Cate Signed Brown & Root, Inc. By Certificate of Authorization Eipires 1/8/82 Certificate of Authorization No. 2223-2 GRTIFICATE OF ShGP INSPECTION
!, the undersigned, holding a valid com15 sten issued by the National Soard of Boiler and Pressure Yessel Inspectors and/or the State or Province of Texas and e*oloyed by Hartford steam Bo+1er ! & I Co. of Hartford, CT.have inspected tne pioing described on 19 . and state that to tne best of my knowledge ard belief, the Manufacturer nas constructed this piping in accordance with the applicable subsections
, of ASME Code, Section !!!.
By signing this certificate, neither the Insoector nor his employer make any warranty, expressed or implied, concerning the piping in this form. Futhermore, neither the Inspector nor his employer shal. be liable in any manner for any personali injury or property damage or a loss of any kind arising from ce connected with this inspection.
1 Date I
Comissions I (Inspector) National Board, State Province and *;c.
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- Supplemental sheets in form of lists, sketches or drawings may be used provided(t)
Size is 3
- X 11", (2) information in items 1,2, and 5 on this form is included on each sheet, and (3) each sheet is ntribered and nunber of sheets is recorded.
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fb f;,y, EROWN 1 RCOT, INC. ISSUE '
CPSES NL'MBER REVISION OATE PAGE JOB 35-1195 OI-0AP-11.1-28 0 i 9 7 8n 1 of 6 l TITLE: ORIGINATOR: [-T . . ' N .'.
A OATE INSTALLATION 7 INSPEC- REVIEWED SY:N ~1 ~ 9Eh ( ') f #-#d TIONS OF ASME COMPONENT W.,m 6[
SUPPORTS, CLASS 1,2, & 3 q APPROVED Bh 'na
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'7 .#-do p Site QA Manager- CATE i.0 TABLE OF CONTENTS
- 1. 0 REFERENCES . 3 -fg
%.+. . V y 4 2.0 GENERAL 4. - -
' *1 2.1 .9 b PURPOSE AND SCOPE ..
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2.2. RESPONSIBILITY 7_'- .i 2.3 00CUMENTATICN 3.0 INSTRUCTION 3.1 MATERIALS l
4.0 WELDING .
4.1 WELOING INSPECTION RE0UIREMENTS (GENERAL) 4.2 WELDING INSPECTION RE0VIREMENT (FIT-UP) 4.3 WELDING INSPECTION (FINAL) '
4.4 NONDESTRUCTIVE TESTING 4.5 NDE INSPECTIONS 5.0 ASSEMBLED HANGER RECUIREMENTS 5.1 FASTENERS 5.' 2 SWAY STRUTS 5.3 SPRING HANGERS 5.4 SNUBBERS 5.5 SHIMMING / GROUTING 5.6 TOLERANCES 6.0 FINAL DOCUMENTATION REOUIREMENTS
1.0 REFERENCES
1-A None
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l BROWN & ROOT, INC. ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 OI-CAP-11.1-2S 0 9-8-80 2 of 6 2.0 GENERAL 2.1 PURPOSE AND SCOPE This instruction delineates the criteria and requirements to be
! used when perfoming installation inspection of ASME component supports, Class 1, 2, and 3. If a conflict exists between this instruction and the support drawing, the drawing shall take pre-cedence.
2.2 RESPONSIBILITY +
l The general mechanical superintendent is responsible for fabrica-tion and installation of component supports.
The OC superintendent shall be responsible for the inspection of component supports in accordance with this procedure.
2.3 00CUMENTATION The results of component support inspections shall be documented on the " Quality Control Hanger Inspection Report" (see attachment 1). The infomation needed to complete this Report will be obtained from the construction hanger package and physical in-
- spection of the component support. The Inspection Report Status Log (Attachment 5) shall be maintained by Oc for the purpose of
, tracking "0C Hanger Inspection Report." All hold points on the J Inspection Report'and MWDC shall be satisfied as applicable.
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3.0 INSTRUCTION i 3.1 MATERIALS 3.1.1 Traceability Marking Transfer During constructiert activities, I.D. markings on bulk material shall be transfered prior to the material being cut. This oper-ation shall be tronitored by OC on a random surveillance basis.
The surveillance activity will be documented at a mininun of once per shift on an "IR" and filed in the QA department. The "IR" 4
shall note the hanger numbers of items in which marking transfer is witnessed. .
3.1.2 Material Traceability Control y' .. . . . , . ...--n. ...s .., ..s . , . . . . s , . s ., .s . . . . . . . . .
During fabrication,- evidence of~ materiai acceptability will be l provided through the use of a " Material Identification Log"
( Attachment #7) by the craf t. The log shall then be presented to
! the OC inspector for material verification and signature. The log will remain as part of the construction hanger package, f . _
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SROWN & ROOT, INC. ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 l OI-0AP-11.1-28, 0 9-3-80 3 of 6 At installation inspection, the OC inspector shall document the material type, grade and heat number (for class 1 only) on the "QC Hanger Inspection Report" using the infomation provided on
! the " Material Identification Log."
4 3.1.3 Material Dimensional Control Component support material type and description shall be as shown on the " Bill of Materials" of the BRH and any applicable CMCs.
Component support material " cut lengths" shall be as shown in the detail sketch of the SRH and any, applicable CMCs. The BRH/ CMC
! " Bill of hterials" will not be used to verify material cut i s
length.
3.1.4 Material Salvaging Ccmponent support parts such as structural steel, snubbers,
- spring cans, etc., may be used on component supports other than those for which they are designated, provided traceability is maintained. The Material Identification Log in the hanger pack-age shall identify from which hanger the substituted part came fren and shall be verified by the CC inspector.
4.0 WELDING
- 4.1 WELDING INSPECTION REOUIREMENTS (GENERAL) i Weld filler material used in the welding of component supports shall be verified using the WFML in the construction " Hanger Pac-l kage."
NOTE: OC surveillance of proper completion of the " Weld Filler Material i Log" shall be verified by comparing the WPG against the WDC and WFML. This verification shall be documented by the inspector's i initials and date on the WFML 4.2 WELDING INSPECTION REOUIREMENT (FIT-UP)
- Welding Engineering will enter weld numbers on the BRH for welds to pressure retaining members, full penetr?' ion welds except flare beveling on structural tubing, hangc. a with multiple pro-cesses or multi-filler materials or welds requiring N0E, other than visual and all Class 1 support welds. Inspection of fit-up m m ,_ . a .. .wiki..be.-recutred by CC fqr. tha,above.mentione4 welds.,_ . , ,,,,.. , , ,
NOTE': Cleanliness and fit-up hold points may be inspected sf-mul taneously.
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i BROWN & ROOT, INC. ISSUE CPSES NUMBER REVISION DATE PAGE i
- 2 JOB 35-1195 OI-0AP-11.1-28 0 g-8-80 4 of 6 f
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l The fit-up gap for butt weld joints shall not exceed 1/8 inch be-l yond the diameter of the electrode used at the root of the joint.
i The fit-up gap for "T" fillet joints shall be as small as practi-l cal; however, it should not exceed 1/16 inch. If gap is in
! excess of 1/16 inch but not exceeding 5/32 inch, this condition
! will be considered acceptable provided the leg of the fillet weld l is increased by the amount of separation in excess of 1/16 inch.
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(The increase in fillet size applies only when the excess separa-tion exceeds 10% of the joint length.) '
weld joints shall not exceed 1/8
, The inch fit-up at anygap for " along location lap" filleplength the of the joint. f 7 ,
4.3 WELDING INSPECTION (FINAL)
Fillet weld sizes specified on the drawing are the ninimum size
} required along the full length of the weld joint. Oversize fil -
let welds are acceptable providing they do not exceed twice the I leg size soecified on the drawir.g. Excessive distortion where oversize fillet welds ar,e used should be avoided.
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! 4.4 NONDESTRUCTIVE TESTING
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i All NDE will be as shown on drawings.
4.5 NDE' INSPECTIONS
! Each Inspector will be issued an "NDE Guide" (Attachment 6) which
! provides infomation on the acceptance criteria of welded supports.
I 5.0 ASSEMBLED HANGER REOUIREMENTS i
l 5.1 FASTENERS Fasteners will be as shown on tne BRif and any applicable CMCs.
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Uniest otherwise shown on the drawings,. fasteners will be tight-
! ered securely. Full thread engagement of bolts and nuts is
- required.
i i NOTE: If screwed adjustment fit is cuestionable, inspector shall notify the Quality Engineering Department.
5.2 SWAY STRUTS
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. .- .If sway s.truts are involved.with a component support,. they shall l
be installed as follows:
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BROWN & ROOT, INC. ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 ll j OI-0Ap-11.1-28 0 9-8-80 5 of 6 i
NOTE 1: The sway strut unit is composed of the pipe clamp as-sembly, Attachment 2, the rear bracket assembly, At-
{ tachment 3, and the sway strut assembly, Attachment 4.
j i NOTE 2: The pipe clamp assembly, Attachment 2, consists of the pipe clamp halves, clamp bolts, spacer and nuts, a threaded or non-threaded, high-strength pin, two flat washers and either high-strength nuts or cotter pins, depending on vendor.
]
j NOTE 3: When assembled for inspection, the washers must be in-j stalled between the clamp halves with thd hign-strength i
' . pin. Under no circumstances shall the; clamp bolts be -
interchanged with the high-strength pin.
NOTE 4: The rear bracket assembly consists of the rear bracket, i two flat washers, and a high-strengtn pin held in posi-i tion by cotter pins or solit snap rings (Attachment 3).
! When inspecting this assembly, verify the washers are installed on the inside of the bracket ams, one on 1 either side of the sway strut spherical bearing. If cotter pins are used, they should be the maximum size the hole will accommodate and shall be fully opened.
- If split snap rings are installed, they should be i examined to verify the rings are not broken, sprung or l deformed.
i l NOTE ~5: The sway strut consists of the strut body, adjustable i spherical bearing ends, and one or more jamb nuts (see Attachment 4). The spherical bearing should be tightly
] staked in the adjustable ends and shall have a washer
- on either side when installed. The sway strut should have the correct adjustment as per the design drawing and the jamb nut (s) shall be tight. If engagement sight holes are present on the strut body, thread engagement shall be verified.
l NOTE 6: When correctly installed, the sway strut unit will j allow misalignment up to 5' from sway strut centerline j (10' included angle). The 5' of freedom is given by l the spherical bearings and their relationship to the j flat washers. Normally the thicker flat washers are j installed on the clamp end, the thinner washers on the
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rear bracket end.
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The location. of' the component support shall' be as delineated on i the BRH.
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1 ,l BROWN & ROOT, INC. ISSUE CPSES NUMBER REVISION DATE PAGE 1
5 I JOB 35-1195 I OI-0AP-11.1-29 0 9-3-30 6 of 6 i
i 4
5.3 SPRING HANGERS t l When spring hangers are part of the support, provisions shall be made to verify stop installation. This verification shall be documented in the comments section of the OC Hanger Inspection i
- Report by denoting " Spring Can Stops Installed," inital and date.
i l 5.4 SNUBBERS
\
i Temporary flat bar cut to the appropriate " pin-to-pin" length ,,
requirement may be used when snubbers or struts are not available e for immediate installation. When supports are completed with the i exception of items s' uch as struts or snubbers, all other inspec-tions may be perfon ed and the applicable items signed as accept-able. Any such exceptions shall be noted on the "0C Hanger Inspection Report" placing an asterisk next to the inspection which cannot be completed. An explanation of the uncompleted inspections shall be entered in the creents section as per the following example:
- EXAMPLE
- Snubber (or strut) not installed.
s i 5.5 SHI?ti!NG/ GROUTING Component support wall and ceiling plates must have a minimum of 80% bearing surface against the concrete face. The naximum allowable gap, for the remaining portion of the plate, shall not exceed 1/16 inch. If this criteria cannot be met, the plate must be grouted with a non-shrink epoxy grout.
5.6 TOLERANCES l For tolerances not given in the text of this Instruction, refer l to those listed in Attachment #8.
- 6. 0' FINAL DOCUMENTATION REOUIREMENTS When- inspections are completed and a nangar is found acceptable or nonconfonning (document on a NCR), the Hanger Inspection f Report shall be given to the OC supervisor or his designee for further processing in accordance with CPSES requirements for 0A
- records.
The hanger inspection report number and any applicable NCR nun-
, . - .. . . 4 m, . _-hers.sha&be Jacorded . ant .the MWOC. and. the. hanger package . re .
' turned to Construction in accordance with their procedures for j final processing and filing of the package, i
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BROWN & ROOT, INC. ISSUE CPSES NUMBER REVISION DATc PAGE U
JOB 35-1195' l oI-oAP-11.1-28 0 9-8-80 1 of 2 s
ATTACIDENT NO. 1 i
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I BROWN & ROOT, INC. ISSUE !
CPSES NUMBER REVISION DATE PAGE I
t JOB 35-1195 j OI-0AP-11.1-28 0 9-8-80 2 cf 2 '
ATTACHMENT N0. IA i
INSTRUCTIONS TO OC HDR
- 1. The drawing number of the hanger
- 2. The class of the hanger (1,2,3,)
- 3. The date of the inspection
- 4 The revision of the drawing used to perform the inspection '
i 5. The CNC Nol and Rev. used to perform the inspection '
- 6. The PHBP No. and Rev. used to perform the inspection ,
- 7. The grade / type of the material
- 8. The heat No. of the material (only on Class 1)
- 9. Inspector's signature / initial and date of dimensional correctness per procedure
- 10. Inspector's signature / initial and date of configuration correctness per procedure
- 11. Inspector's signature / initial and date of fastner correctness per procedure
- 12. Inspector's signature / initial and date of sway strut correctness per procedure
- 13. Inspector's signature / initial and date of location correctness per procedure
- 14. Verify that required fit-up inspection was acconplished and documented on MWDC
- 15. Inspector's signature / initial and date of visual (ASME Sec. III) acceptance of welds per procedure
17 . Inspector's signature / initial and date of acceptance of these processes
- 18. Any comments that may be pertinent to acceptance 19 . The NCR(s) written on hanger,. if any
- NOTER' When fonr item ntanbers are not applicable, enter N/A l
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!J CPSIS JOB 35-1195 QI-CAF-l!.1-23 0 9-8-80 1 of 1 ATTACHMENT NO. 3
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CPSES NUMBER REVISION DATE PAGE !.
JOB 35-1195 OI-qAP-11.1-28 0 9-8-80 1 of 1 ATTACHMENT NO. 7
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BROWN & ROOT, INC. ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 g QI-0A P-11.1-2B 0 9-8-80 1 ot' 1 ATTACHMENT 8 GENERAL FABRICATION AND INSTALLATION REOUIREMENTS Tolerances Fabrication and installation shall be performed in accordance '
withthedrawingdetai}Iand I
i i the following perm lissable tolerances:
Fabrication Tolerances
- 1. Length
- a. Support rembers (except rods) up to 12" :1/8"
- b. Support members (except rods) over 12" 1/4"
- 2. Holes
- a. Diameter +1/16" -0
- b. Centerline location 1/8" Installation Tolerances
- 1. Dead weight supports
- a. Axially 212"
- b. Plumbness 22 degrees"
- 3. Seismic Restraints
- a. Restraints, anchors, guides, etc.
- tZ x pipe wall- thickness 2." fran theoretical position - .
- b. Attachments to center of structural steel reaction members 2", and plumbness 2 degrees
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JOB 35-1195 '
, QI-QAP-II.1-23 0 9-11-80 1 of 2 Ar ncefENT No. I
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BROWN & ROOT, INC. ISSUE CPSES NUMBER REVISION CATE PAGE JOS 35-1195 QI-CAP-11.1-28 0 9-11-80 2 of 2 ATTACHMENT NO. IA INSTRUCITONS TO CC HDR
- 1. The drawing number of the hanger
- 2. The class of the hanger (1,2,3,) '
- 3. The date of the inspection 4 The revision of the drawing usedlto perfonn the inspection ;
- 5. The CMC No. and Rev. used to perfonn the inspection
- 6. The PHBP No. and Rev. used to perfann the inspection
- 7. The grade / type of the material
- 8. The heat No. of the material (only on Class 1)
- 9. Inspector's signature / initial and date of dimensional correctness per procedure
- 10. Inspector's signature / initial and date of configuration correctness per procedure
- 11. Inspector's signature / initial and date of fastner correctness per procedure
- 12. Inspector's signature / initial and date of sway strut correctness per procedure
- 13. Inspector's signature / initial and date of location correctness per procedure 14 Verify that required fit-up inspectiort was accanplished and documented on MWDC
- 15. Inspector's signature / initial and date of visual (ASME Sec. III) acceptance of welds per procedure
- 17. Inspector's signature / initial and date of acceptance of these processes
- 18. Any carenents that may be pertinent to acceptance
- 19. Ther NCR(s) written on hanger, if any
- TJTE Whee- farer its numbers. are- not; applicable enter- N/.A
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,i BROWN & ROOT, INC. ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 QI-qAP-11.1-28 0 9-11-80 ATTACHMENT 8 GENERAL FABRICATION AND INSTALLATION REQUIREMENTS Tolerances Fabrication and installation shall be performed in accordance with the drawing detail and the following permissable tolerances:
Fabrication Tolerances
- 1. Length l Support members (excepe rods) up to 12" t1/8" a
b f. Support members (except rods) over 12" t1/4"
- 2. Holes
- a. Diameter +1/16" -0
- b. Centerline location t1/8" Installation Tolerances
- 1. Dead weight supports
- a. Axially
- il2"
- b. Plumbness 2 degrees"
- 3. Seismic Restraints
- a. Restraints, anchors, guides, etc.
2 x pipe wall thickness t2" from theoretical position
- b. Attachment to center of structural steel reaction members 2", and plumbness i 2 degrees
- c. Pipe Clearances
- 1. Where the design shows 1/16" on both sides, the total dimensional tolerance shall be 1/8" 1/16" (e.g., 0" on one side w/1/8" 1/16" on the other, 1/16" 31/32" on both sides, or any combination).
] 2. Where the design shows 0" on one side and 1/16" on the other side, 0" must be maintained while 1/16" 61/32" is required on the otber side.
~ TJ Where the design shows- O on- bne side w/ r/16" en' the other side, if 0* cannot be maintained on the side shcwn, the situation vill have to be investigated and resolved by Site Engineering.
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