ML20202B552

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Rev 1 to QI-QP-11.10-2A, Insp of Cable Tray Supports in Unit 2
ML20202B552
Person / Time
Site: Comanche Peak  Luminant icon.png
Issue date: 08/31/1984
From: Warner M
TEXAS UTILITIES ELECTRIC CO. (TU ELECTRIC)
To:
Shared Package
ML18052B537 List: ... further results
References
FOIA-85-59 QI-QP-11.10-2A, NUDOCS 8607100330
Download: ML20202B552 (28)
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TEXAS UTILITIES GENERATING CO.

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- CPSES - TUGC0 INSTRUCTION QI-Q P-11.10-2A R. 1 Pa e 1,pf 2,8,4 UGoi co INSPECTION OF CABLE TRAY SUPPORTS IN UNIT II f

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1.0 REFERENCES

1-A CP-QP-11.10, " Inspection of Electrical Raceway Support Systens"

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1-B CP-CPM-7.1, " Package Flow Control" 1-C CP-CPM-6.3, " Preparation, Approval and Control of Operation Travelers" 1-0 QI-QP-11.4-22, "QC Verification of Protective Coatings unique Identification Number Transfer" 1-E QI-Q P-11. 2-1, " Installation of "Hilti" Drilled in Bol t s" 1-F OCA - 18, 853 1-G '

DC A - 9,738 1-H QI-Q P-11.0-15, " Verification of Baseplates fo r Grouting" 1-I QI-Q P-11.21-1, Requirements for Vi sual Weld Inspection" 1-J QI-QP-16.0-5, " Reporting of Base Metal Defects" .

1-K CP-CPM 6.10, " Inspected Items Removal" = =

1-L QI-Q P-19. 5-1 A, " Surveillance and Inspection of Comple ted l Installations for Separation / Spacing (Unit II Buildings)

I

- 1-M CP-QP-18.0, " Inspection Report" l l

1-N CP-QP-16.0, "Nonconfomances" 8607100330 860630 PDR FOIA GARDE 85-59 PDR ,

TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. I gg.QP-11.10-2A R. 1

  1. 9'

- CPSES -

AUG 31964 2.0 PlRPOSE AND SCOPE This instruction supplements Reference 1-A and provides the inspection criteria and documentation requirements that shall be used to perform inspections of cable tray support and associated component fabrication and installation in Unit II Category 1 buildings and areas including roon #'s listed below in Auxiliary and Control buildings.

-. Room # Room # Eocm #

130 152 1153 .

115D 134 152A 1343 194 116 118 136 195 13 7 196 120 122 138 19 7 123 148C 202 126 149 204 3.0 INSTRU OF _

The Unit II PFG shall issue separate work packages for cable tray supports in accordance with Reference 1-8 for Unit II

( Category 1 buildings and areas. Unit 1 PFG shall issue work packages in rooms listed in paragraph 2.0.

The QC Inspector shall perfonn inspections according to the sequence of operations listed on the Operation Traveler (Attachment 1 and 2) in accordance with Reference 1-C and the I acceotance criteria specified in this instruction.

3.1 FABRICATION AND INSTALLATION OF SUPPORTS ~

3.1.1 Material Traceability Cable tray supports and associated components do not require material identification or a MR for materials conforming to ASV4 A-36 and/or A-500 gr.B. No substitution of material will be allowed unless specifically noted on the design drawings and/or desian changes.

3.1.2 Subdivision of Material __.

QC shall perform a surveillance inspection to verify the transfer of "QP" numbers in accordance with Reference 1-0, when subdividing bulk steel which has already had protective coatings applied and is intended for use in the Reactor Building.

3.1.3 Bolting ~ ~ ~ ~~'

3.1.3.1 The QC Inspector shall perform the following ins pections:

(~ a. Verify bolting configuration is as per the Design V

Drawing and the requirenents of Reference 1-E.

conflicts exi s t, the Design Drawing shall be usWhere ed. l

b. Verify Hilti Bolts and Richmond Insert bolts are in-stalled and tensioned in accordance with Reference 1-E. g

TEXAS UTILITIES GENERATING CO.

TUGC0 INSTRUCTION

- CPSES - QI-Q P-11.10-2A R. 1 Page 3 of 28 AUG 31 G54 3.1.3.2 The QC Inspector, when inspecting bolted connections, shcil visually inspect for the following:

a. Bolts are the correct length as indicated by having the bolts flush with, or outside of, the face of the nut when coupletely installed.
b. Turning elements are on the correct face.
c. Washers are used when required.

NOTE: hhere long slotted holes are used on an outer ply, structural plate washer or a continuous bar not less tharc 5/16" thick with standard holes shall be provided only when shown on the design drawing. ,

d. Bol t heads and nuts shall rest squarely against the metal or washer.
e. Where bolts are used on surfaces having slopes greater

( than 1,in-20 with a plane normal to the bolt axis, beveled washers shall be provided to give ful1 bearing to the head or nut.

f. When " Turn-of-nut" method is used for bolt tightening, the impact wrench or other pneumatic device does not require calibration. Howeve r, the device shall be of adequate capacity and sufficiently supplied with air to pe rfonn the required tightening of each bol t in approximately ten seconds. When this method is used, the following steps will be followed by construction:
1. All bolts in each joint shall first be brought to a " snug tight" condition (snug tight is defined as the tightnes's attained by a few impacts of an impact wrench or the full effort of a man using an ordinary spud wrench).
2. All the nuts shall then be match-marked using an approved industrial marker, i.e: Nissen.
3. All the bolts in the joint shall then be tightened to the applicable amount of nut rotation specified j in Attachment 3. j i,-
4. Tightening shall progress systematically from the l

- most rigid part of the joint to its freest edges. l

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TEXAS UTILITIES GENERATING CO. i TUGC0 INSTRUCTION QI-Q P-11.10-2A R. 1

- CPSES - Page 4 of 28 AUG21 B84

5. There shall be no rotation during tightening of the part not turned by the wrench.
6. The end of all bol ts shall be marked with the industrial marker when required nut rotation has been attained (ie Nissen). l
g. When several bolts are installed in a single joint, the QC Inspector shal1 assure -bolts previously tightened which may have been loosened by the tightening of subsequent bolts are tightened to the presc ribed amount.
h. Unless otherwise noted on the drawing, all connections using high strength bolts shall be bearing type connections wi th threads excluded from shear planes.
i. When field connections are to be made by use of A325 or A490 bolts and tightened wi th a calibrated torque wrench, a hardened flat washer shall be used under the tu rned element and shall be tightened as fol lows :

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NOTE: Two hardened washers shall be used with all A490 bolts used to connect material having a specified minimum yield point less than 40 KSI (i.e., A36).

ASTM A-325 AS1M A490 Bolt Size Torque Torque (Inches) (f t./l bs. ) ( f t. /l bs. )

1/2 93 5/8 228 3/4 387 500

, 7/8 518 650 1- 725 1320 1 1/4 -

2620 1 1/2 -

4565

j. As an alternate to the above, for tightening of bearing type connections using high strength bolts, see Reference 1- F .

l

k. A490 and Galvanized A325 bolts shall not be reused.

Other A325 bolts may be reused if approved by Engineering using permanent plant docunentation (i.e. ,

DCA, CPPA, Traveler, etc). I i

1. ASTM A-449 bolts may be sut tituted for A-325 bolts I (tighten per the requirements for A-325).

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TEXAS UTILITIES GENERATING CO. TUGC0 INSTRUCTION QI-QP-11.10-2A R. 1

- CPSES - Page 5 of 28 Ailc 3109a

m. ASTM A 307 bolts shall be tightened to a " snug tight" condition.
n. The QC Inspector will apply toque seal to all satis-factory tightened nuts / bolts.

3.1.4 Supoort Verification 3.1.4.1 Cable Tray Drawings FSE map drawings have been prepa red by the Engineer to identify the cable tray support with a unique number. If more than one suppo rt is at a specific location, the unique number will be determined by each elevation.

FSE-00159 detail drawings have been prepared for specific hanger fabrication. The FSE-00159 provides the basic support type as illustrated on the design drawings. The design drawings and design changes required to perfo nn fabrication, installation and inspection will be noted on Attachment 1 and- verified by Civil Engineering as being the only design drawings and/or design changes requi red for i

inspection. All current revisions used for inspection will be noted on Attachment 1 (including inspection procedures and instructions). The QC Inspector shall use the FSE-00159 only for location of cable tray hanger, verify hanger unique number, and hanger elevation unless directed by the engineer with a Design Change Doctsnent. Again attachments to concrete or embedded plates shown on FSE-00159 are for reference only.

The detennination of detail to be used will be in accordance with design drawings and design changes noted on Attachment 1.

If the engineer has provided the installation criteria for a support on a Design Change document, the QC verification should be per the Design Change drawing, disregarding the FSE-159.

NOTE: FSE-00159 detail drawings issued prior to 5-26-81 may not show the location of the support, and may not necessarily be revised to add the location of the support. In cases where hangers are stacked and no locatior. is provided on the FSE-159 series drawings, Engineering will provide location coonfinates and elevation on appropriate design drawing. In cases where hangers are not " stacked" the FSE map drawings may be used for verification of hanger identification.

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TEXAS UTILITIES GENERATING CO. 1 TUGC0 INSTRUCTION QI-QP-11.10-2A R. 1

- CPSES - Page 6 of 28 AUG 311994 3.1.4.2 Configuration The QC Inspector shall verify the coupleted support is in accordance with the design drawing and applicable design change docunents. This verification shall include the following attributes:

a. Support type
b. Support Member (s) shape (i .e. , angle , channel , etc.),

and size

c. Location of members in accordance with design drawing dimensions including " work points" and bolt locations.
d. Support members shall be ins talled plumb & level per Reference 1-G.

3.1.4.3 Use of Drawings for Rework Individual hangers (those shown on FSE map drawings as not

" stacked" vertically) that are reworked by the craft do not

(- nonnally require use of the FSE-00159 drawing by the QC Inspector for verifying the hanger unique number for inspection of rework. In any case, where the proper unique number is' considered questionable (i.e., not readable, covered or improperly stamped), then the FSE-00159 shall be used for verification.

" Stacked" hangers that are reinspected shall have the unique number of the hanger verified with the FSE-00159 drawings.

Once the hange r is identified by the FSE-00159 drawing ,

physical identification of the unique number on the hanger is not necessary , and ins pection documentation shal l reference the applicable FSE-00159 drawing. Hangers that are reinspected shall not have their unique numbers restamped unless directed by the Quality Engineer and/or Quality Control Supe rvi sor.

3.1.5 Verification of Baseplates for Grouting An Inspection Report indicating bearing (" Satisfactory or '

Unsatisfactory") shall be canpleted as required per Reference 1-H.

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TEXAS UTILITIES GENERATING CO. i TUGC0 INSTRUCTION QI-QP-11.10-2A R. 1

- CPSES - Page 7 of 28 AUG 3119M 3.1.6 Welding Inspection Welded cable tray supports and associated components shall be inspected for acceptance per Reference 1-I. All attach-ments to embedded weld plates shall be per design drawings.

In areas where specific criteria are not given on design drawing, Attachment 5 will be used. If a conflict exi sts I between Attachment 5 and the design drawing, the design I drawing shall take precedence.

3.1.7 Plug Welding Unused holes that are not acceptable "as is" per the design drawing and/or design changes and misdrilled holes will be plug welded per Reference 1-J.

Plug welded holes shall be inspected using the acceptance criteria of Reference 1-I.

3.1.8 Design Change Verification

( The QC Inspector shall recond all design change docmentation .

(OCA/ CMC) and the revision thereof used for inspection on the Operations Traveler and/or Inspection Report fo r each applicable inspection operation completed.

3.1.9 Solice Plates / Side Plates / Heavy-Duty Clips / Miscellaneous Tray Components NOTE: The design drawings and design changes required to perfom fabrication, installation and inspection will be noted on Attachment 2 and verified by Civil Engineering as being the only design drawings and/or design changes required for inspection. All current revisions used for inspection will be noted on Attachment 2 (including inspection procedures and instructions).

3.1.9.1 Wel ded splice pla tes, side plates, heavy-duty clips and mi scellaneous cable tray support components shall be inspected for final vi sual inspection of the weld using acceptance criteria of Reference 1-1 and Attachment 2.

l 3.1.9.2 Bolted cable tray clamps for connecting cable tray to hangers shall be inspected in accordance with following criteria and the use of Attachment 2: l

a. Friction type clamps shall be installed on transverse cable tray supports unless othemise noted and shall be inspected to meet the requirements outlined in Paragraph 3.1.9.2 b, c, and d.

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TEXAS UTILITIES GENERATING CO. I TUGC0 INSTRUCTION QI-QP-11.10-2A R. 1

- CPSES - Page 8 of 28 AUG 31254

b. Proper bolt ins talla tion and bolt ty pe, including connection of tray to clip and clip to hanger. See Attachment 4 for ASTM bolt type and marking, j
1. All A307 bolts shall be snug tightened and shall meet the applicable requirements of Pa ragraph 3.1.3.2 and should be " torque sealed" with Inspector's lacquer.
2. All high strength bolts (A-325 or approved substitute) shall be tightened per Paragraph 3.1.3.
c. Field fabricated clips meet dimensional requirements.

All clips, vendor supplied and field fabricated, are installed and drawn together after tightening.

d. All bolted connections shall be docunented on the l Operation Traveler.
e. Haavy duty tray clamps shall be installed on longitudinal cable tray supports unless otherwise noted and shall be inspected to meet the requirements outlined in Paragraph

( 3.1.9.2 b, c, and d.

3.2 REWORK TRAVELERS No rework travelers /IRN's are required for comple ted operations that require correction provided Reference 1-C and Reference 1-K are maintained. Explanation of corrected operations shall be documented on Attachment 1. Once the QC/QE review operation on Attachment 1 and 2 is signed of f, a rework traveler will be required. Any deviations from the above will require QE approval .

3.3 REINSPECTION OF PREVIOUSLY INSPECTED CABLE TRAY SUPPORT l All cable tray hangers (excluding framework in Unit II Cable Spread Room) and including vendor fabricated hangers installed in Unit II Category 1 buildings and areas including roans listed in paragraoh 2.0 prior to the issuance of this instruction shall be reinspected using Attachment I and the following welding inspection attributes (if applicable documentation denotes that welds have been previously accepted by QC):

A. Weld configuration per Gibbs & Hill drawing (veri fy with paint applied)

1. Type (fillet, flare bevel, etc.)
2. Size (at least minimum per design) l k." N N ob*f2 ! N s bred

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l TEXAS UTILITIES GENERATING CO. TUGC0 INSTRUCTION QI-QP-11.10-2A R. 1

- CPSES - Page 9 of 28 AUG 31 BM NOTE: If weld configurations are acceptable, sign Attachment 1 and note " Acceptable per QI-QP-11.10-2A Section 3.3." If weld configurations are not acceptable, document on an unsat IR (Attachment 6) and fomard to QE for evaluation.

During the reinspection process, if any items are found to be unsatisfactory or inaccessable for inspection, they shall be listed on an unsat IR (Attachment 6) and forwarded to QE l for evaluation. l 3.4 INSPECTION OF PREVIOUSLY INSTALLED CABLE TRAY CLAMPS All cable tray clamps that have been installed in Unit II Category 1 Buildings and areas including rooms listed in paragraph 2.0 prior to issuance of Attachment 2 shall be inspected using Attachment 7. If any of the cable tray clamps in the above mentioned areas have been inspected per QI-QP-11.10-2 they do not need to be reinspected. Any unsatisfactory conditions will be documented on Attachment 7 and if any rework is required by Craf t, it will be perfonned

using Attachment 2. QC Inspectors will close out Attachment 7 and sign applicable operation (s) in Attachment 2.

3.5 SURVEILLANCE AND INSPECTION OF COMPLETED INSTALLATIONS FOR SEPARATION /SP ACING Surveillance ins pections of canpleted ins tallations fo r separation / spacing requirements from safety related items will be in accordance with Reference 1-L.

3.6 DOCUMENTATION ,

The QC Inspector shall docment the inspection of cable tray support and associated components on the Operations Travelers (Attachments 1 and 2). l Ins pection Reports shall be processed in accondance with Reference 1-M and section 3.3 of this instruction, when applicable, and Operation Travelers processed in accordance with Reference 1-C.

3.7 NONCONFORMANCES All unsatisfactory condi tions shall be docmented on an Inspection Report as shown in reference instructions and/or using Attachment 6 or 7 and/or an NCR per Reference 1-M and 1-N respectively as directed by the Quality Engineer and/or Quality Control Supervisor.

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TEXAS UTILITIES GENERATING CO. i TUGCC INSTRUCTION

- CPSES -

QI-QP-ll.10-2A Rev. 1 Page 10 of 28 AUG 311994 ATTACHMENT 1 j CCNSTMUCTICM CPcRAUCN TWAVrt.D 25 -889 5 I l@ rnAvtua so. g g iewsNT M o. GuMir Mc. gCuanuir gp.a ,,crj g ACnwTT s:CatenCN l@ AEFEResCE CAAwueG. l

@sm ENG. ins 7R. j@LCCAT:CN Q 3Y 37 Ud P8ttP&AC SY CATE CEPT REVIEW C gy CATE ANI REVIE'N 1/A CATE M#I

, d m l -. CABLE TRAY SUPPORT l $,, 4,, l For ceneral notes see backside of this traveler.

lA. CRAF' HANGER DESCRIPTION CRAWINGS:

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( CASE: Y HANGER TYPE:

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18. CIVIL Items listed in ooeration IA and 5 0.1 satisfy design re-ENG. quirements for tNis insttilation.(CE to initial and date 2 CRAFT SUPPORT SOLTING e at E.O QC(V) A. STRUCTURAL BOLT INSTALLATION PER G&H ORAWING, VERIFY PER QI-QP-11.10-2A:
1. NUMBER OF SOLTS

' 2. SIZE .

3. TIGHTENED TURN OF NUT SNUG TIGHT IF TORQUED: M&TE NUMSER CAL DUE CATE TORQUE VALUE 4 UNSATISFACTORY CONDITIONS LISTED ON IR B. HILTI BOLTS INSTALLATION PER G&H ORAu!NG/CEI-20 VERIFY PER QI-QP-11.2-1.
1. NUMBER  !
2. SIZE x LENGTH SUPER KWIK _ REGULAR  !
3. INSPECTION AS SHOWN ON !R-MH C. RICHMONO INSERT BOLT INSTALLATION PER G&H CRAWING/CEI-20, VERIFY PER QI-QP-11.2-1.
1. NUMBER
2. SIZE
3. SNUG T!GHT
4. UNSATISMCTW CCNDITICNS I_ISTED 0*. IR i f W ==#- *f # I

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TEXAS UTILITIES GENERATING CO. TUGCC INSTRUCTION

- CPSES - QI-QP-i l . M-2A Rev. 1 Page 11 of 28 AUG 31 1334 ATTACHMENT 1 (Cont.)

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GENERAL NOTES:

I 77,g 3 NOTE A: d V (, k ff ,

NGITr9LICABLE INSTALLATION OPERATIONS SHALL BE N/A'd SY CRAFT RT.6%

ADEQUACY OF THIS OPERATION SHALL BE VERIFIED AT CPERATION NO. 7.

NOTE B: .

II@TiiCE OF OPERATIONS MAY VARY TO SUIT CONSTRUCTION PRIORITIES PROVIDED NO HOLO PO!NTS ARE VIOLATED.

NOTE C:

ITATTIME OF INSPECTION THE OPERATION IS COMPLETE, QC SHALL SIGN THE FACE OF THE TRAVELER. IF HO'4EVER, MULTIPLE OR PARTIAL INSPECTIONS ARE REQUIRED,

[s CESCRIBE EACH INSPECTION CN ATTACHED SAVC OR WICC. LAST QC INSPECTOR PERFORMING THE INSPECTION SHALL $1GN THE FACE OFM TREER WHEN THE OPERATION IS FINALLY COMPLETE.

NOTE 0:

IICITFTCANT INSPECTION ATTRIBUTES NOT DELINEATED ON THIS TRAVELER OR THE REFERENCE 0 QUALITY INSTRUCTIONS SHALL BE PRESENTED TO THE QE AND PERTINENT ENGINEERING OISCIPLINE FOR REVIEW AND REVISION.

TEXAS UTILITIES GENERATING CO. I TUGCC INSTRUCTION

- CNES - QI-QP-ll . M-2A Rev. 1 Page 12 of 28 AC3 J i 1934 ATTACHMENT 1 (Cont)

CONSTWUCTICM CPGATION TMAVELER CONTINUAT10N TRAVELER Ma ACTTVfTY CESCRIPTICN e _ cfr _

PREPa#ED SY CATE REVIE'AED SY DATE N/A

  • ANI REVtEW N/A CATE or no w centwarcu no Ant
3. :IVIL CIVIL ENGINEERING APPROVAL TO ATTACH TO EMBE00ED PLATES.

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4  : RAFT SUPPORT WELDING QC A. FIT UP INSPECTION FOR PARTIAL PENETRATION, FULL PENETRATION PER QI-QP-11.21-1 AT:

1. HANGER TO EMBED
2. HANGER MEMBERS UNSATISFACTORY CONDITIONS LISTED ON IR <

B. FINAL VISUAL INSPECTION PER QI-QP-11.21-1 f- 1. HANGER TO EMBED

(. WELDERS SY20L

2. HANGER MEMBERS A WELDERS SYMBOL
  • WI UNSATI.SFACTORY CONDITIONS LISTED ON IR /

C. WELDING OF MISORILLED HOLES / UNUSED HOLES VERIFIED PER QI-QP-16.0-5,QI-QP-11.21-1:

1. UNUSED MISORILLED
2. LOCATION (QC verify prior to weldirig)fR
3. FINAL VISUAL INSPECTION 4 WELDERS SYMBOL UNSATISFACTORY CON 0!TIONS LISTED ON IR
5. CRAFT SUPPORT INSTALLATION QC(V) A. LOCATION IN ACCCRDANCE WITH: OWG DCA/ CMC B. ELEVATION IN ACCCRDANCE WITH: CWG OCA/ CMC C. UNIQUE IO NUMBER VERIFIED AS PER: CWG
0. CCNFIGURATION VERIFIED PER Qt-QP-11.10-ZA AS FOLLOWS:
1. TYPE OF SUPPORT TRANSVEPSE LONGITUDINAL
2. MEMBER SIZE AND SHAPE
3. ME*3ER LOCATION (SUPPORT DIMENSIONS INCLUDING SOLT 4 WORK POINT l E. UNSATISFACTORY CONDITIONS LISTED CN IR f

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TEXAS UTILITIES GENERATING CO. '

TUGCC INSTRUCTION

- CPSES - QI-QP-11. }0-2A Rev. 1 Page 13 of 28 Af J t 1984 ATTACHMENT 1 (Cont)

CCNSTRUCDCN CPOLAMCN TRAVELER CCNDNUATICN TRAVELER % ACUVfTY CESCRIPTICN PREPAREDsy CATE REVIEWG SY QATT AMs scyttw N/A DATg N/A l l lCA/QCl o, y le.c sve. CABLE TRAY SUPPORT Ices rr.1 e.o I a.

6. CRAFT REWORK - NO REWORK TRAVELERS. IRN's ARE REQUIRED FOR COMPLETED GC OPERATIONS THAT REQUIRE CORRECTION PROVIDED CPM 6.3 (v) AND CPM 6.10 ARE MAINTAINED. EXPLANATION OF CCRRECTED OPERATIONS SHALL BE DOCUMENTED BELOW. ONCE OPERATION NO. 7 IS SIGNED OFF A REWORK TRAVELER WILL SE REQUIRED ANY DEVIATION FROM THE ABOVE SHALL REQUIRE QE APPROVAL 5

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7. QC(V) VERIFY COMPLETION CF ALL OPERATIONS. AND RF' Kr' % - t AND ATTACHMENTS INCLUDING WFML.

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TEXAS UTILITIES GENERATING CO. l TUGCC INSTRUCTION

- CPSES -

QI-QP-11.10-2A Rev. 1 Page 14 of 28 AUG 31 iE4 ATTACHMENT 1 (Cont)

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- CPSES - l Page l5 of 28  !

AUG31loM '

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ATTACHMENT 1 (Cont)

TRAVELER NO. PME OF STRUCTURAL ASSENLY VERIFICATICM CARD PIECE MutX MO. AM0/CA HEAT /MIC NO. QC VERIFICATION

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TEXAS UTILITIES GENERATING CO. TUGCC INSTRUCTION QI-QP-ll.10-2A Rev. 1

- CPSES -

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TEXAS UTILITIES GENEMTING CO. '

TUGCC INSTRUCTION

- CPSES - QI-QP-ll . M-2A Rev. 1 Page 17 of 28 a.UG 31 1934 ATTACHMENT 2 I

CCNSTRUCTICN CPERAT CN TMAVOJ3l 3SMISS gg1PMENT NC. QUNITNC. QCLANTTTY @past_crj Q TRAVELER MC.

Q ACT1vtTY ;EscatpT:CN G AEFERENCE ORAWING3

' CW..NSTR. @ 3Y3TLW G U: CAT:CM P8tEPWlG SY CATE CEE REVttw c SY CATE ANI RCytC# 9/1 CATE 4/A M AM8 op acre epaarton CAgtE TRAY CLAMPS -

For general notes see back of this traveler.

IA. CRAFT CLAMP OESCRIPTION N DRAWINGS: .EL Y [bO-rVB w -

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SUPPORT TYPE TRANSVERSE LONGITUDINAL ,

. 13. CIVIL Items listed in Operation IA satisfy design requirements for ENG. this installation.

2. CRAFT UNIQUE 10 NLMBER VERIFIED AS PER: OWG QC(V)
3. WELDING OF MISORILLED HOLES /UtiUSED HOLES VERIFIED PER QI-QP 16.06 and Q!-QP 11.21 1:
1. UNUSED MISOR!LLED
2. LOCATION (QC verify prior to welding) gg
3. FINAL VISUAL INSPECTICN 4 WELDERS SYMBOL UNSATISFACTORY CONDITIONS LISTED ON IR 4 CRAFT SPLICE PLATES / SIDE PLATES / HEAVY DUTY CLIPS QC(V) A. INDICATE NUMBER. TYPE AND MEANS OF ATTACHMENT TD SUPPORT .

HEAVY DUTY FRICTION SPLICE PLATE OTHER WELCED WELDED WELDED WE[RIT BOLTED BOLTED BOLTED BOLTED ITEMS LISTED ABOVE COMPLY DIMENSIONALLY WITH CWG/DCA B. FOR WELDING OPERATION "4A" QC VERIFY:

1. FIT UP INSPECTION FOR PARTIAL PENETRATION AND FULL PENETRATION PER QI-QP 11.21-1
2. FINAL VISUAL INSPECTION PER QI-QP 11.21-1
3. WELDERS SYMBOL 4 UNSATISFACTORY CONDITIONS LI5TED ON IR t

e }

TEXAS UTILITIES GENERATING CO. TUGCC INSTRUCTION

- CPSES - QI-QP-11.10-2A Rev. 1 Page 18 of 28 -

__ AUG 311934 ATTACHMENT 2 (Cont)

GENERAL NOTES:

NOTE A:

NON APPLICABLE INSTALLATION OPERATIONS SHALLY BE NA d E ACEOUACY OF THIS OPERATIDOALL BE VERIFIED AT OPERATION NO. 7.

NOTE B:

SEQUENCE OF OPERATIONS MAY VARY TO SUIT CONSTRUCTION PRIORITIES PROVIDE NO HOLD POINTS ARE VIOLATED.

( -

NOTE C:

IFTHE 0F ATTRAVELER.

TIME OF INSPECTION THE OPERATTON IS COMPLETE. OC SHALL SIGH THE F DESCRIBE EACH INSPECTION ON ATTACHED SAVC OR WIOC,IF HOWEVER. MUL LAST QC INSPECTOR PERFORMING THE INSPECTION OPERATION IS FINALLY COMPLETE.

SHALL SIGN TiiIFACETEACH TRAVELER WHEN THE NOTE 0:

SIGNIFICANT INSPECTION ATTRIBUTES NOT DELINEATED ON THIS TRAVELER OR THE REFERENCED QUALITY INSTRUCTIONS SHALL BE PRESENTED TO THE QE AND PERTI ENGINEERING DISCIPLINE FOR REVIEW AND REVISION.

~ -

TEXAS b71LITIES GENERATING CO. t TUGCC INSTRUCTION

- CPSES - QI-QP-l l . M-2A Rev. 1 Page 19 of 28 f:iC 31 103:4 ATTACHMENT 2 (Cont)

CCNSTRUCTICM CPORATICN TRAVELER CCNT!NUATICN TRAvtLDI MQ ACINITY QESCRIPTION l We cf_

PMPAAC eY OATE M VffW G SY OATE ANs arviEw CATE l l0A/0C op =o y le,cearvew iante To.av cttwos comem4 two. a=

C. FOR BOLTING IN OPERATION "4A" QC VERIFY PER QI-QD 11.10-2A BOLTS ARE TIGHTENED, IF TORQUED:

M&TE NUMBER ,

CAL DUE DATE 6f /D. .

TORQUE VALuE - 8 i e,3

5.  : RAFT SPLICE PLATIS/ SIDE PLATES / HEAVY DUTY CLIPS QC(V) A. INUICATE NUMBER, TYPE ANO MEANS OF ATTACHMENT TO CABLE TRA1

( HEAVY OUTY BOLTED FRICTICM SPLICE PLATE BOLTED OTHER 55CTJ ITEM LISTED AB0VE CCMPLY DIMENSICNALLY WITH OWG/DC,k

, B. FOR BOLTING IN OPERATION *SA* QC VERIFY PER QI-QP 11.10-2A BOLTS ARE TIGHTENED, IF TORQUED:

M&TE NUMBER CAL DUE DATE

, TORQUE VALuE 6 F. RAFT REWORK - NO REWORK TRAVELERS, IRN's ARE REQUIRED FOR COMPLETED QC(V) OPERATIONS THAT REQUIRE CORRECTION PROVIDED CPM 6.3 and CPM 6.10 ARE MAINTAINED. EXPLANATION OF CORRECTED OPERATIONS SHALL BE DOCUMENTED BELOW. ONCE OPERATION N0 f 7 IS SIGNED OFF REWORK TRAVELER WILL BE REQUIRED.

ANY DEVIATION FROM THE ABOVE SHALL REQUIRE QE APPROVAL.

7. ]C (V: VERIFY COMPLETION OF ALL OPERATIONS. AND REVIEW TRAVELER AND AND ATTACHMENTS INCLUDING WFML.

l W

.;.._~. .....,v .

TEXAS lKILITIES GENERATING CO. TUGCC INSTRUCTION

~ ~ QI-QP-i l .10-2A Rev. I Page 20 of gg 31 jgg4 ATTACHMENT 2 (Cont)

' mve.za m.. rux__cr WELD TN!Ptt"CM OCC.NEMTAT'CM CARD y @i si ,~ %.'u nn.

att:r m orter . l ,gge,, l vr l nt/pr l  %;. - l C_ .

4 6

n I

l i l i

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TEXAS UTILITIES GENERATING CO. '

TUGCC INSTRUCTION

- CPSES - QI-QP-11.M-2A Rev. 1 Page 21 of 28 AUG 311984 l l

ATTACHMENT 2 (Cont)

TRAVELER NO., M OF j

STRIXTJRAL ASSEMBLY VERIFICATICN CARD PIECE MARK NO. AN0/CR NEAT /MIC No. QC VERIFICATICN I

MA

  • (W& n .

~

1 "%Af ,

i I

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. I I

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TEXAS UTILITIES GENERATING CO. '

TUGCC INSTRUCTION

- CPSES - QI-QP-11.10-2A Rev. 1 Page 22 of 28 SI10 'l1 E:34 ATTACHMENT 2 (Cont)

N

  • - A v . .. .
L 'N p6 a ,q w. U 6/03 Af

~

l .r_: r :.a um:;;. .:s weid =.

f c sc.:n nurit.:- a wr. wr. t u n .22*:14

z. uI :_ < ._:c r.M c. =av I::: # .c =:s 4 12. 4-**

I t i t I l l l l 4 I I i l l l 1 I l l I I i I l t 1 I I I l l C l l 1 i l l

[ l l I I I l l 1 I I I i i I I i t l 1  ! t I l l l l l 1 i i i e i i i l t t I l l l l 1 i i l l l 1 6 1 i i l I I i ' I i l I l 1 i i I i l l l 1 I I I I I I l 6 l l l l I I l l 1 1 I I I i i i l i I I I I I l 1 l

l I i l i i i i i l i I l l

. l I I i . i l t i i l l I l I I I i i i i l 1 i e i j i i I i i i i i l i

[ l i l i l l 6 I i i i i i i t t l 1 I I I l 1

} l l i I I i i i i i l e i i I l t i

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. _ . . . . _ . . . _ . . _ . . . . . ..ca .- . . _ _ _ . _ . _ . _ . . _ . .

i TEXAS UTILITIES GENERATING CO. I TUGCC INSTRUCTION 7

e'.

- CPSES - QI-QP-l l . M-2A Rev. 1 Page 23 of 28 f.U a J 1 L.d.i ATTACHMENT 3 MIT RCTATION' FR(N SNUG TIGHT CONDITION Of scosition of Outer Faces of Bal tad Parts Both faces normal cc toit axis, or one face 30th faces slooed not more normal to axis and other face sloped not more than 1:20 from normal to tel t than 1:20 (bevel wsher not used) axis (bevel washers not usad) t Bolt lengthD not exceeding Sci: length Dexceeding 8 diameters or 8 diameters or For all lengttr of bolts

. 8 inches- 8 inches -

1/2 t::rn 2/3 turn 3/4 turn 1

a. Nut rotation is rotation relative to bolt recardless of the element (nut or toi t) teing turned. Tolerance on rotation: 230*

For coarse thetad heavy hex structural bol ts of III sizes and length and heavy Mex semi-finisned nuts.

b. Bolt lengtfr is measured from underside of head to extree end of ::cint., l I

1

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TEXAS UTILITIES GENERATING CO. l -

TUGCC INSTRUCTION CPSES - QI-QP-ll.10-2A Rev. 1 Page 24 of 28 g [' S

  • fr . i6r'a .s v I"J A ATTACHMENT 4 Asfas Asso SA4 GAADE anaJtaasecs 70st STEEL 00LTS Ms0 SCm(W5

/

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.ee l w.t l w

' 54r.c.a. r t . m C= s.,se k kN no mAar SAE-Geode 2 Ls= = w Cseen Sasse 4 I sanssen Cassee 54 h ans Temosens ASTis-A 449 w%g &me Canes unisonen Seet Qimummed ans Teopme e

AST4 4123 samsman Canum $seet 04m free i Ommusens asus Taumesses

  • 8" AIT 4 323 Ls= Cates Massesse sammt Type 2 Ouseamme see T e,,,

. .. m - , - , _

, Trye 3 Omemass ad Tsueeres et ASTle.4 114 Lee Aam, sesse.

Gende se Queamams em T SC ' ASTis-4114 ' to- aw ss.4 Grade ec h aas T -

.sAgM y bMuss Qu==ess canem ater,.ne.

nas Ten fame.

- ~._ Ree Thsmanes Aase teams im . g y

.. pgh s ame==

- o.s mC==== e TeAa , s%.

ASTns-a $14 Aasy sammL crede an Qum sad Tee,esed ,

j a **s 4 $ D8- 4 .'h*

9

.sr s.o.e..

AMP-% eCethe $esus ( seemer, Weetsuuhashy Thee espW Sepudpd I amasuseg a 128 - 88 9 $wesaget $asse Sees ee $ serews 1

4. ens , $ esse em teremeeg $wgaew. mas.*G Pea se.,=- + genom a eel re es $.e e s Aane-c ee mr- e s . e - $e === s an O O
  • MM resummere dame, Sague Geese Sep $esassesed see houwg

$44 Seem J e:1. easee e enew -_ ae a . e== tem er I s a

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TEXAS UTILITIES GENERATING CO. i TUGCC INSTRUCTION

- CFSES - QI-QP-i l . M-2A Rev. 1 Page 25 of 28 AUG 311984 ATTACHMENT 5 (LARGE EMBEDDED PLATE)

" Cantilever Regions" are

,p , . ,, ~- cross-hatched. No attach-Y ' *

  • ments are to be made in 3 these areas unless detailed O 7A,jpffgfffp// otherwise on design documents

[q ,

g3 o L

.. O 1'  ;@ - - . <  ; 6" - Typical except where j -

o

--~O marking indicates studs

,q to be nearer to edge 0

6 i

h//Nf7/7h7/f//h///f///S'/////////

FIGURE 2 (EMBEDDED STRIP PLATE) - Se-- Maa of concrete No attachments are to be made in " Cantilever Regions" f

(

unless oetailed otherwise on design documents

' I 'I ' Tveical except where marking 8' NI"i*'"

l6"l6j

  • indicates studs to be nearer unner side

' 6"l fee of elate. of plate) 5 - -

~ .

t.

f,;

y,,- . _ .

,j- -

.f ..

l' 1,

$gtta 0

enf 3/4" Maximum l 3/4" Plate)

FIGURE 3 Typical either side of 4_ plate unless detailed otherwise on design dccuments.

l  ;  ; '

12" Mini .

4-i ,  ! _

12" _I

, Minimum  ;

4- 2, Minimum ,

3 3/4" Plate

, . . . . .  ;-  ? l.- ,s_ .

3

+v

.= :.. .: ..

l i

l l

l i

TEXAS UTILITIES GENERATING CO. TUGC0 INSTRUCTION l QI-QP-11.10-2A Rev. 1 l C - CPSES - Page 26 of 28 AUG 311984 Attachment 6 CQasANCHE PEAK $TEAAe ELECTRIC STATICN se w INSPECT!CN REPORT jest

'N - - CAaLE TRAr TUPeopts AND ttAMPs l = == *L = ='* / 8msm= ===

if  ? 4 esr.Juk gy. m a 1sar usuw. .osnr. es, g ga ur. u. anc. e asy. a cmames mL am st slof-0P-11.10-24 Pev.

  • e CPassmecnon e amma.ra C M " C M n"on C Depeetton U"me"rcrma ,

O EuB'Enon CensuTED , ALI. MuuCaaLE ITDee SafuPAC7en?

O ===n= ca urse, um.-Cr., er== ume ** " * *'

no 0198 NL es n

INWECTION ATTRISJTES O i cart [ryng

.s = 9 .

This intnection reoart le to be used en1v to document i unsa tis factory conditions (list unsat conditions below l l l ne en enntianatien thee+(11). II I

~ll i 1

tuonore Boltini (Para. 3.1.3). l l

. Ii S- tuneart Weldine (Paan. 3.1.6 & 3.1.7). I l g g

1. Sucoort Installation (Para. 3.1.4). I l l

} l 4- f2 bis fenv clamet (Darn. 3.1.9). l l l 1 8 Weld Confitarttien (pers. 3.3A). 'I l l l

6. Inacessible For Inspection (Para. 3.3). l I ll I l -

lt i i l i l I

l I I I

I I I I l

l l l I

i i I l l l amaa= c o==.mes, m2 A

    • **T*

LR. CLc4E.D Q ,simarune _

M2/02 8/84 l - .. . . . . _....

l l .

i TEXAS (KILITIES GENERATING CO. TUGC0 INSTRUCTION QI-QP-ll.10-2A Rev. 1

- CPSES - Page 27 of 28 AUG 31 i984 Attachment 7 coasAMcut Mm sitAu EttcTMic sTaricN s'er t w 2 INSPECT 1oM MPORT {m

' N su - m !NSPECTION OF l""*"* 63 ' ~ / N" Na* N' cAELE TRAY CLAnps 1 ~ s.

etc.m jay ae coc. a erv. a enames a gnuv. gus4a.nu a m tw ssv s it soi tjP.11.10-2A Rev. 9 ,

OPamTpto'. '

O%"TahS"*" CYMn"om C I"xshamon Mnom >.

meR st*A.f s .

[

O --te = cowarto . .u. ., ucaeu items sans,.croc  ;

O 'aspetnem cowutto, unsansacto= orta urras e 88 '"sescrea ca rt l

.ci 4fthe 4 .

INSPECTION ATTRieutt3  ;

.n

  • 5 cart wl..I
1. I Pener Salt f eita11ation. I!  ! l l l i i I l

? Ain7 hnnectine talts inus Tieht Tarnu. feat Anefied l l I- I  !

1 I i i i j

L l 4?M cannecties Raltt'r I l l I  !

i l al Tiehtsnad Turs.df The. Nut  ! I I

~

l 5) ta renad . !lI l i I el forcue Seal Acolied. l II l  !

l i li l l 1 4. I Field Fabricated itset weet Dimensional Recuirements I l l l  !

I of Drawine. '

l l l 1 .

$ I l ll l  !

9. Heavv Outy c18et fnetalled and Ornwn taasthee. I II i '

\\ I l 4_

transverte CliSt IPitalled ted.Orawn'T00 ether. lI I I l ' l l  !

7. I fedieste Numeer and Tvee of C1tos. l I i l  !

I WEAVV OUTV TPtfEF O!ATF F0fcTf0M I l l  ! l l i li l l 1 1 1 u.ta.d I w.'fa.d i w.t a.d I i l i i  !

! l Ratted I Ratt.d I Ral ted l l l 1  !

l l l l l e

8. ! Orawinct/Desica Documenti Needed to 8erform inteaction i ll I I I titted Relow? I l 1 l l I  ! l i l  ;

i I l  !

! I

. I1 l

}l

, i I

i M2/01 8/84 t

I

- .. ,,, ,-. - ~ ~ -,, -- "~

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

TEXAS UTILITIES GENERATING CO.

TUGC0 INSTRUCTION

- CPSES - QI-QP-il.10-2A Rev. 1

(' Page 28 of 28 AUC d i E2-1 Attachment 7 (. Continued)

CONANCHE PEAK STEAM ELECTRIC STATION (SUPPLEMENTAL) SHEET 2 Of 2 FOR FULL HEADINGS. SEE SHEET 1 NO.

ITEM E DATE QC 3 y NO INSPECTION ATTRIBUTES

, SIGNATLg

9. Transverse l I lonettudinal I I Civil Enaineerina Concurrence of item 8 REMARK 5: (DWG5. SPEC 5 ETC. )

l 14.

RELATED NCA Mo. DATE 51GNATURE g,gtg$gg

{_, is. yc inwtuun is.

N2/01 8/84

- * - + s +m 1>- we r 4 e ee ey.o r ,e g hWewere m  %, . o 9a- .-*ee- = b ,. -ee

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