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. TUGC0 USTRUCTION TEXAS UTILITIES GENERATING CO. P QI-QF-11.10-2A, Rev. 10 Fase 1 of 77
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l 3)cMf' FREFARED BT: _ 8 TN !/ [ AFFROVED B / //) AFFROVED BY: // fdP
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l 1.0 REFERDCE 1-A CF-QF-11.10. " Inspection of Riectrical Raceway / Support Systems" , I 1-B CF-CFM-6.3, "Freparation. Approval and Control of Operation i Travelers" ' n g 1-C QI-QF-11.14-4, " Control of Material Traceability for Site l t !. D) - Fabricated Structural / Miscellaneous Steel" { 1-D CF-QF-11.2, " Inspection of Concrete Anchor Bolt Installation" ! 1-E QI-QF-11.0-15. " Verification of Raseplate for Grouting" ; 1-F QI-QF-11.21-1, " Requirements for Visual Weld Inspection" i j 1-G QI-QF-16.0-5, " Reporting of Base Metal Defects" 4 ) 1-R QI-QF-11.23-2, " Inspection of Completed Installations for Separa-tion / Spacing"
- 1-I QI-QF-11.14-13. " Separation 1[erification of Attachments to Loaded tabedded Plates"
. 1-J CP-QF-18.0, " Inspection Report" GIOLLEDC0'Y. . i l 1-K CF-QF-16.0, '%nconformances" CONTROL No b*% i ' 1-L CP-CPM-6.10. " Inspected Items Removal Form" ' 2.0 FtTRFOSE AND SCOPE i
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- ry This instruction supplements Reference 1-A, and provides the
'f inspection criteria and documentation requirements that shall be Dy used to perform inspections of cable tray support and associated component fabrication sad installation. 0702110133 B70127 5 PDR ADOCK 0500 . . . _ - _ , . , , , . . .. . , , , . _ i
a. TUCCO INSTRUCTION l QI-QP-11.10-2A, Rev. 10 , TEXAS UTILITIES GENERATING CO. P Page 1 of 77 l ( l
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DEC 2 21986 INSPECTION OF UNIT II CABLE TRAY SUPPORTS
. PREPARED BY: See original page 1 for approvals DATE APPROVED BY: See original page 1 for approvals DAiE APPROVED BY: See original page 1 for approvals DATF 1.0 REFERENCE 1-A CP-QP-11.10. " Inspection of Electrical Raceway / Support Systems" 1-B CP-CPM-6.3, " Preparation, Approval and Control of Operation Travelers" .
1-C QI-QP-11.14-4, " Control of Material Traceability for Site Fabricated Structural / Miscellaneous Steel" 1-D CP-QP-11.2, " Inspection of Concrete Anchor Bolt Installation" 1-E QI-QP-11.0-15. " Verification of Basepiste for Grouting" 1-F QI-QP-11.21-1, " Requirements for Visual Weld Inspection" - 1-G QI-QP-16.0-5, " Reporting of Base Metal Defects" 1-H QI-QP-11.23-2, " Inspection of Completed Installations for Separa-tion / Spacing" ' 1-1 QI-QP-11.14-13. " Separation Verification of Attachments to Loaded , 1-J Embedded CP-QP-18.0, " Inspection Report" Plates" __00E )\..R0 CO PY : 1-K CONTROL NO. 4WM CP-QP-16.0, " Reporting Construction Deficiencies" l 1-L CP-CPM-6.10. " Inspected Items Removal Form" j 2.0 PURPOSE AND SCOPE
, This instruction supplements Reference 1-A, and provides the -
inspection criteria and documentation requirementa that shall be [n} Q used to perform inspections of cable tray support and' associated component fabrication and installation. QI-QP-11.10-2A, Rev. 10. DCN #2
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DOCUMENT CEANGE NOTICE
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Wo. 2 Page l ef l l
- 1. Proc./ Inst. No. OT 8 1116 Es4 Rev.
10 Change' Proposed By f.(IrttaA/2T
- 2. The following change /rgvision is recoseended.
- a. Description of proposed change (s) '.
_ 04tidst hdff/2.EC4E l K In ht40 I f P @l/ # ktDovin OI. Oc o n f2c cT'ic e D L 0 ctf o c 2 Ikta M %QA 32Sl 1211, 14, 3.8 CHAn%f "AILIZ 76 *f D/2" ,
- b. Justification for chans'e(s) [ h 0 9 IL,0 (2 N h b .
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GU?T__/ wes e l hUL IW I' /r/-u M
- c. List other procedures /instrue:: ens affec:ed by char.geir)
- 3. Approvals QC Super.isor A de
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Qt Super.'isot $ALA r JJln bf i QC P.anager, Site
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/ ( \ DOCW1ENT CH.ANGZ NOTICE No. 1 Page 1 of 2
- 1. Proc./ Inst. No. OI-OP-11.10 24tev. 10 Change Proposed 3y Bob Roffe
- 2. "'he following change / revision is reco= ended,
- a. Desc .ption of proposed change (s) Revise Para. 3.2.2.3e to read as follows: e.1 "Uhere 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 reduce the slope to less than 1-in-20. The (Con. on page 2)
- b. Justification for chang'(s) e DCA-21941 como11ance and clarification.
O fj0NTR01 F1 C03Y CONTR0l. No.Prrn.LM
- c. List other proc.edures/ instructions affected by change (s)
- 3. Approval QC Supervisor dif[ /Ll JJ 4. .r s. %h _'8/'i h
,a QE Supervisor - f h^,f ~ /]
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QC Manager, Site e f. , //-/3 [b
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1 DOCtHENT CRANGE NOTICE NO. 1 Pcg3 2 of 2 ' OI t}P-11.10-2A Rev. 10 beveled washer may be installed with either side against ' t
< the mating surface of the member.
e.2 An irregular map of 1/16" maxistan is acceptable between
- each of the following
i a) Bolt head and washer , b) Nut and washer . l c) Washer and member d) tlasher and clamp l NOTE: Bolt head and nut gaps are also subject to the provisions
!. of paragraph /2.2.3 (d) .
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TUGC0 INgTRUCTION AS UTILITIES GENERATING CO. P QI-qF-11.10-2A. Rev. 10 Page 2 of 77 i
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QCT g 2 mg i i } i This tastruction is applicable to all seismic Category I supports , and associated components supporting tray designated as V2it II l in all Category I Buildings. ' WOTE: Where criteria in this tastruction or CTR drawing refers to cable tray, the criteria shall also be used i for " bus duct", when applicable. 3.0 PROCEDURE / INSTRUCTION . 1 l h FFG will issue a separate work package tha's contains the
- appropriate drawings and Operation Travelar for each cable tray kanger. .
) 3.1 WORK FACEAGES j 3.1.1 Cable Spread Room (Structural Steel Framework) - t g Each work package shall co,atain as a minisma, the FgE-00159 drawing and Operation Travglar (Attachment 1). N Operation Traveler shall list all design draviage and applicable shange ! ] documents which will be taciudad in the work package. i 30fts b F35-00159 dravissa are issued by Civil {
- Engineering Departamat as a fabrication, location and j alevation drawing. hee drawings are to be ased for j locaties and elevation of unique number marktag as well j as historical purposes E and are E, to be used for i saw work or rework.
I j The QC Inspector shall perform inspections for the operations j listed on the Operation Traveler (Attaahmente 1) ' is accordance i with this tastruction and the work package drawing (s). If a ! sonflict exist between this instruction and the desiga
. document (s), the design document (s) listed on the traveler shall govera.
. e 3.1.2 All other Areas 1 Each work package shall contain as a minimum the individual Cable 1 Tray Esager drawing and Operation Traveler (Attachment 2).
I N QC Inspector shall perform inspections of the operations listed on the Operation Traveler (Attachment 2) La accordance with this instruction and the work package drawing (s). b l i e .,e . , . .. e. . . . ., .. - '
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- TUGC0 INgTRUCTION AS UTILITIES GENERATING CO. ge- QI-QP-11.10-2A, Rev. 10 Fase 3 of 77 ,
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QCT gg y , i ) , 50ft: The individual Cable Tray Ranger drawing will contain a ! reference to the general notes drawing for cable tray l i hangers. This note is for Engineering use ONLY and is i M applicable for the inspection of the hanger and associated clamps. ! l 3.2 FABRICATION AND INSTALLATION OF SUPPORTS .
! 3.2.1 Natorial Requirements and Traceability I
The following materials (A3TM) shall be used unless otherwise , shown on the drawings
- a. Structural shapes - A36
- b. Base plates - A36 j c. Structural tubing - A500 Grade B i
r - Verification of material traceability is not required for A-36, j ,r s A500 Grade 3 material, A& C type clamp materials, and for j material used for shia and filler plates less than 3/16" thick, i . Material requiring . traceability . verification shall be in accordance with Reference 1-C. 3.2.2 Boltian Inspection { 3.2.2.1 Solt Configuration Verification
- The QC Inspector shall perform bolting inspections in accordance 1 with the followings i
- a. Verify bolting configuration is per the drawing (s) contained j la the work package. For bolting of clamps to structural 7 support members, refer to paragraph 3.2.7.2. Bolt and nut
!. types are shown on Attachment 4. . , , , , _ , , , , , , _ _ , N0ft 1: All thread rod, when used in place of A325 bolts
.., for Rit.hmond Inserts, shall be double nutted and l considered A-34 asterial, unless otherwise denoted on the drawing. ! Nort 2: Verification of nut asterial is not required I i maless a friction type connection is specifically :
l acted on the work package drawing (s) (i.e., ! A325F). I l b. Verify Milti Bolts and Richmond Insert bolts are installed 1 and tensioned in accordance with Reference 1-D and the work { i !
- peakage dravtas(s). Washers supplied with the hilti bsit '
l are acceptable for use in the installation. Minimus j i j . . . . .. . . . . . . . *
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i TUCC0 INSTRUCTION 2 TEXAS UTILITIES GENERATING CO. p - QI-qP-11.10-2A, sev. 10 l Page 4 of 77
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ocT sa sg embedmont verification is not required if the hanger drawing j , specifies bolt projection and bolt length stamp requirements. Tolerance of projection of expansion anchors i when shown on drawing is + 3/g", =4=h= of flush with top
- of aut, j NOTE 1: Eilti nuts any be installed with or without the j ,
washer face against the washer.
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i NOTE 2 previously accepted tensionias of Milti bolts or Richmond Inserts (including thread engagement) are acceptable provided docesatation and field
- conditions are intact. Field verification of ,
j previous tensioning is accomplished by verifying [ ] that the torque seal is intact. l < The cable tray hanger drawing will contain the information
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for the specific cable tray hanger number. la several
- , Lastances other cable tray hangers cosaseted to the same i base angle or base / embedded plate may be shown "shested" in I
the same dravias. Attributes of the "shested" cable tray hangers are g g,to be inspeeted and verified. i The samaple of Attachment 3 illustrates the inspection l process to be applied La those instances. If the inspector , la taspecting CTE III. he should met inspect and verify the attributes associated with the base eagle (sheva ghosted) or CTI YYY. This means that so reinspection or verification of j 1 the anchorages, bearings area, etc., will be conducted. i That inspection verification will be deze when CTE TTY is
- inspected and verified with its own drawings.
j Acceptance of attributes in the comen elements of the { bangers may be based on acceptable historical documentation. i 3.2.2.2 golt Role Yorification Yorification of used belt hole diameter en structural support members is not required unless the work package contains a j Construction Operation Traveler for "golt Role ferification". l Inspection will be documented on the above stated Operation i Traveler. i soit hole verification is required only for belt hele drawings. All other hastons and details en the belt hele drawings with i i 6 the escepties of indicated edge distances, are irrelevant and need not be verified. There is no requirement that the belt hole drawings and CTE draviass be identical. Edge distances shall be l , . . . . . . . . .. . ..
TUGC0 TNSTRUCTION r"XAS UTILITIES GENERATING CO. QI-QP-11.10-2A Rev. 10 ( i + ') Page 5 of 77
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NOV 181986 I recorded as indicated on the bolt hole drawings and verified as indicated on the CTH drawings. 3.2.2.3 Bolted Connection Verification The QC Inspector, when inspecting bolted connections, shall
. 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 completely installed.
- b. Turning elements are on the correct face.
- c. Washers are required for expansion anchors and for high strength bolting. Washers are not required for richmond inserts, or high strength bolts when used as a substitute for A-307 bolts, however washers are acceptable if used.
-, Washer requirements for clamps shall be as specified on Attachment 6. Deviations say be made to these requirements
[v} where specifically noted on the work package drawings. NOTE: Where long slotted holes are used on an outer ply, structural plate washer or a continuous bar not less than 5/16" thick with standard holes shall be provided only when shown on the design drawing. These washers or bars shall have size sufficient to completely cover the slot after installation.
- d. Bolt heads and nuts resting against the metal or washer with a slope of 1-in-20 or less shall be considered acceptable.
- e. 1) 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 reduce the slope to less than 1-in-20. The beveled washer may be installed with either side against the mating surf ace of the member.
- 2) An irregular asp of 1/16" maximum is acceptable between each of the followings a) Bolt head and washer b) Nut and washer c) Washer and member n \ d) Washer and clamp I i
\' 'I HOTE: Bolt head and nut gaps are also subject to !
Q1-qP-11.10-2A Rev. 10 DCN #1 provisions of Paragraph 3.2.2.3(d) s I L e e 4 aos , ese-t a to 4 as a $a a e e e a up e e e e & *
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'. TUCCO TN9TII;CTION TEXAS UTILITIES GENERATING CO. ,
, QI-QP-11.10-2A. Rev. 10
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NOV 181986
- f. ASTM A-449 bolts may be substituted for A-325 bolts. Reuse -
of A-325 and A-449 bolts in cable tray clamps, is permitted. Reuse of A-325 and A-449 bolts in structural connections is subject to prior engineering approval. A-490 and salvanized bolts shall not be reused. Retightening previously i . Q1-QP-11.10-2A, Itev. 10. DCN #1
TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. p qI-qF-11.10-2A Rev. 10 Fase 6 of 77 h o - CPsts - CCT 2 t 1966 tightened bolts which may have been loosened by tightening of adj acent bolts shall not be considered as reuse. Upgrading of an A-307 bolt is acceptable. 3 Structural bolting (A-449. A-307 A-325 etc.) used for supports and clamps shall be verified to exhibit no looseness when checked by hand, unless the CTR drawing specifically identifies the connection as a friction type connection (i.e.. A325F) (Note: A friction cleap does not mean a friction type connection.) In the latter case
- previously accepted tensioning of the bolts is acceptable provided documentation is available and torque seal is intact. Tensioning of high strength structural bolts in friction type connections shall be accomplished via a special traveler.
- h. The QC Inspector shall apply torque seal to all j satisfactorily tightened nuts / bolts.
3.2.2.4 Verification of Belt Roles. Edge Distance and Washer Plates for Previously Installed Structural Support Members ,
- A special Operation Traveler may ve issued by Engineering to remove bolts and nuts as required to perform "as-built" of bolt hole sise , edge distance, and washer plates for previously installed support members.
3.2.3 Suppere Confinuration verification l l The QC Inspector shall verify the completed support is in : l accordance with the work package drawing (s). This verification l shall include the following attributes: l l a. Support member shapes (i.e.: basse, channel, etc.), and
- eise. For standard members (beans..t.hannels e etc.) the size shall be denoted by the AISC member desigestion closest to J matching the dimensions nessured in the field (See l Attachment 9). The following tolerances shall be used to determine the channel weight group. .
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TUCCO INSTRUCTION TEXA8 UTILITIES GENERATING CO. P qI-qt-11.10-2A. Rev. 10 0 - CPSE3 - Page 7 of 77 OCT 2 21986
*A. Depth, is. B. Flange width. C. Thieksees 1s. is.
Secties Noaisal Sise. Aa. Over Under Over Under Over Under Detailed Detailed Detailed Detailed Detailed Detailed value valu valu value valu value Chessels 3 te 7. incl. 3/32 1/15 1/s 1/s 1/32 1/32 Over 7 to 14 . incl. 1/4 3/32 1/s 3/32 1/32 1/32 over 14 3/14 1/4 1/8 3/14 1/32 1/32
*A is measured at back of ush for shamaels.
- Detailed values are as eheva is tables (Attachment 9)
O b. verificaties of dianassess cheva en the work package dreving(s) (member length, work points, etc.).
- e. When the CTE drowing states " verify presense" for a seapeneet. it shall be understeed that as dissestenal verificaties is required and caly its esistesse shall be verified.
All dianostema shall have field assouvement tolerances as follows ustees othe wise cheva en the work peakage drowing(s): '
- 1. Teleresses for support senfiguraties dimensione easept alampe:
A) a 3/4" fer dianasisa up to and imeloding 3'0". 3) a to 1" and forLaeluding dimenstes 10 p-0".oster than 5'-0" up c) alls" for dimension greater than 10'0". D) Ibdified structural ekspes, estekes sa plates, ete a 1/s". B) Merk peist i1". ' " *
- F) Traseverse lesselen when sheva en the drawing for emble tray to aseesisted referesse points is a 2".
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' TUGC0 DSTRUCTION TEXA8 UTILITIES GENERATING CO. P QI-qp-11.10-2A. Rev. 10 l
pne 8 et 77 - j - CPeas - OCT 2 2 M6 1 l . I 2. Ther distance from senterline of the belt /hele to the I ! and of the member has a tolerasse of sis" easept for i alampe members. End of members is defined as the edge , i at either and of the length of the member. For base !
- plates end members is defined as either and of the ;
l 1ength or width of the member. For elamp members, the ! j s and distance has a tolerance of a 1/8". l ! . 3. T h sage distanse tolerases measured from the l - seaterline of the belt /hele to the heel of the angle - is a 1/4" easept for angles employed La clamps, where ' the sage has a tolerance of a 1/8"3 for all other j shapes, the toleranse is 1/8".
- 4. The seater to senter dimensies of belt /hele shall have a $1/8" tolerance. ;
j 5. Withis the sable tray hanger system, a a 1" tolerasse is permissible in leasting: . .- E11ti/Riehmend to Bilti/Bishmend on the same < l j attaehment. ! i = 511ti/Bishmend to 511ti/Richnend between different attaehments when a dimenstem is gives en the drawing. '
, 4. Teleranse for dimensies between welded steel l attaahments se embedded plates is a la when the l' -
dimension is shows en the drawing. l t I 7. Telerasse for projecties of esponsies anebers shall be {
+3/8" with a minimum of flush with top of nut.- i 1
- 8. Westaal thiekasse of members and/or plates shall have a (
toleranse of 21/32". . j
; E 'Leesties, elevaties, plumbaese levelaeos.
and span will be verified by Field haineering (surveyore). gl On travelers (Attaehment 2) where Operetten 6C has set been signed by GC for "spaae". Operation 6C requiremente shall be moved frea Operaties 4 (a QC verifiesties) to Operaties (a field engineering verificaties) as 1
, follows:
- 1) line out Operaties 6C, initial and date
TUGC0 INSTRUCTION QI-QF-11.10-2A. Rev. 10 TEXA8 UTILITIES GENERATING CO. P j Fase 9 of 77
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DEC 2 21986
- 2) Add " Span verification" to Operation 1
- initial and date. If operation 1 has
- been signed it shall be reopened per Paragraph 3.3.1 This note gives generic QE authorisation
, required by CF-CPM-6.3 for FFG. craf t, or QC/QE to make this traveler change.
NOTE 3: " Angles given on drawings in degrees. except those used for fit-up verification (i.e.. 30') are not to be veriffed." WOTE 4: Attributes of " ghosted" items connected to support members are not to be inspected or verified. Attachments connected to cable tray hangers are to be inapected for compliance to CTM drawing dimensions. The support member is to be inspected for , possible base metal damage. 3.2.4 Verification of sussortina komber for Bearina Verification of base sesbers for bearing shall be accomplished per Reference 1-E and shall not be within the scope of this procedure. When shias are installed under the supporting member to meet bearing requirements, the shin and tack weld are to be considered "NWS". This also applies to tack welds used to attach cap plates to closed sections. These shims and tack welds are not required to be shown on the work package drawing. 3.2.5 Weldina Inspection
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3.2.5.1 Inspection Requirements ' Inspection of welds on cable tray supports and associated compo- ! nents shall be inspected in accordance with criterias denoted in Reference 1-F (with the exception that welde may be painted) and the work package drawing (s). The inspection shall be documented . by signing the applicable etsp(s) of Attachment 1 or 2. If the inspection is unsatisfactory. list the IR number (s) at the applicable step of the traveler. Fit-up inspection of welds may be accepted provided existing documentation demonstrates that fit-up was previously accepted by / O QC. If fitaup can not be documentation, an CDR shall be initiated per Reference 1-K. verified through- existing l i Q1-QF-ll.10-2A. Rev. 10. DCW #2 ,
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TUGC0 INSTRUCTION UTILITIES GENERATING CO. g>- QI-qF-11.10-2A. Rev. 10 Page 10 of 77
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OCT 2 21986 1 1 l Inaccessible welds may be accepted provided existing j documentation demonstrates that weld configuration / profile. ! including fit-up when required, was previously accepted by QC. l i i If weld configuration / profile can act be verified through existing documentation, an NCR shall be initiated per Enference ' 1-K. When welding is designated as "uNS (i.e., Non-Nuclear Safety) it i shall not be inspected escept for base metal damage. If base i metal damage (including undercut) exists, it shall be inspected and reported per Reference 1-G. 3.2.3.2 Welding en Ends of Structural Shapes . j The welds. at the ends (or corners) of angles, channels and wide ' flasses where en all-around fillet veld has been detailed on the individual support drawing are optional and sea-safety related. 1
*,.2.6 Rasair of Misdrilled Roles i O
i l ] The 0C Inspec.cor shall use the following critaria to aseees the I i ased for repair of niedrilled holest i I l 3.2.6.1 Cable Trey Supports .
, s. All amused holes greater than 3/4 tach diameter shall be ; repaired.
l b. Unused holes which are spaced 2 inches or less (measured l esater to aester) from a used or amused hole shall be l i repaired. I . j c. No two holes (used or unused) shall be located ta the same ] sross-sectional plane (see Attachment 5 for typical eaamples *
- et saaeptable and rejectable belt /hele configurations). . . i
- ,, d. Relas which interfere with the design welding requirements shall be repaired.
l !a summary, when a used hole and an unused hele are in the i sans arose-eestieaal plane, the unused hele shall be repair-ed. Ceaversely, when two (2) unused holes are in the same arose-sectional plane, one unast be repaired. A aross-secties is a section aermal to the longitudinal amis { of the member. The above configurations (A thru D) shall be identified in accordance with Reference 1-4. f . e ie .. .. ........si e . , . . . =ee a e . .. .. e
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nrn 2 21986 Nort: Holes to be repaired that are not in violation of the above criteria shall be repair welded in accordance with an RPS (Repair Process Sheet). 3.2.6.2 Cable Tray
- a. Each cable tray siderail shall be evaluated independently.
See Attachment 5 for typical enemples of acceptable and rejectable bolt hole configuration. These configurations
- i shall be identified in accordance with Reference 1-C.
NOTE: 'If cable tray clamp installation results in holes in the cable tray that violate the requirements of Attachment 5, they shall be identified in the same
- esaner as outlined above.
- 6. Repair of misdrilled holes shall be inspected using the
. acceptance criteria of Reference 1-F. l 3.2.7 Cable Tray Clases and Consonents 3.2.7.1 Welded Ceeponentis -
Inspection of welds on splice plates, transverse clamps, heavy 4 duty plates / clips and miscellaneous cable tray components shall I be inspected in accordance with criterias denoted in Reference 1-F (with the exception that welds may be painted) and the work t package drawings and are in accordance with 3.2.7.3. The inspec- ! tion shall be documented by signing the applicable step (s) of ; Attachment 1 er 2. If the inspection is unsatisfactory, list the j 1R number (s) at the applicable step of the traveler. l Fit-up inspection of welds may be accepted provided esisting l documentation demonstrates that fit-up was previously accepted by ! QC. If fit-up can not be verified through existing... I
. documentation, an CDR shall be initiated per Reference 1-R. l. . i
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An CDR will not be required if the fit-up properation on full and I partial penetratten welds is visible en the unwelded portion of
- the plate, and shall be considered as having acceptable penetration when the unwalded portion of the eseber/ plate is ,' !
. beveled as required. However, if lack of penetration is evident. [ , it shall be documented on an CDR as outlined above. l ;
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41-qr-11.10-2A, Rev. 10. DCW #2 * - I f
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4 h TUCCO INSTRUCTION UTILITIES GENERATING CO. gp- QI-qt-11.10-2A. Rev. 10 )
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- 09. . . .e86 ,
I Inaccessible welds may be accepted provided existing , that veld configuration / profile, documentation demonstrates including fit-up when required, was previously accepted by QC. i If weld configuration / profile can not be verified through l 4 existing documentation, an NCR shall be initiated per Reference 1-E. l l When welding is designated as "NNS" (i.e., Non-Nuclear Safety) it shall not be inspected except for base metal damage. If base , metal damage (including undercut) exists, it shall be inspected I and reported per Reference 1-C. - NOTE: In the event that these items are site fabricated. they shall be taspected for compliance with above requirements and documented as required. Fabricated pieces may be stamped with an E number and require ] acceptance by the QC Inspector on an IR or Traveler. An E number log is kept in the shop by the craft. 3.2.7.2 Bolted Clamps Bolted clamps shall be verified as follows: I a. Clamps, as shown on the work package drawing (s), shall be l verified in accordance with 3.2.7.3. l b. Bolting is installed in accordance with the applicable steps I of Paragraph 3.2.2 and the work package drawing (s). ' l Verification of clamp / tray hole diameter for bolting the c. tray to the clamp and clamp / support member hole diameter for bolting the clamp to the support is not required unless the i work package contains a Construction Operation Traveler for
" Bolt Role Yerification". Inspection will be documented on the above stated Operation Traveler. I !7 . 3.2.7.3 Clamp Installation Criteria 1
i Inspection criteria for clamp installation shall be as outlined ] below. NOTE 1: Attachment 7 shall be used for inspection orientation. j j Et For cable tray clamps attached to the structur:1 steel i framework in the Cable Spread Room, all dimensions / l attributes shown en the work package drawing (s) shall be verified. 4
- =-p -..m-m----ewe m 9 -+-y--w+.g
TUGCO INSTRUCTION TEXAS UTil.lTIES GENERATING CO. - p
- QI-QP-11.10-2A, Rev. 10 O Page 13 of 77 U - crsas -
OCT 2 21946
- a. Clamp Configuration Clamp configuration shall be verified to be as shown on the work package drawing (s); (example: angle / plate size, etc.).
- b. Welding and Bolting Configuration
- . Welding and bolting configuration shall be verified to be as i shown on the work package drawing (s); (example: weld symbol, bolt type, quantity of bolts, etc.).
- c. Dimensions Only the dimensions required by Attachment 6 and 6A shall be verified by QC.
- d. Gsos Clamp installation gaps shall be inspected to verify that ON./
they meet requirements of Attachment 6 and 6A. clamp gaps shall be as shown on the CTE drawing.
"Special"
- a. Tolerances Clamps shall be inspected with tolerances given on the CTE drawing, Attachments 6/6A and paragraph 3.2.3.c. However, if conflicting tolerances are given for the same dimension.
the tolerance on the CTE drawing shall be used. NOTE: When Attachment 6 or 6A states " verify presence" for a component, it shall be understood that no dimensional verification is required and only its existance should be verified. 3.2.8 Field Fabricated Clamps
. The inspector shall verify that field fabricated clamps meet dimensional requirements as shown on Attachment 6.
NOTE: For cable tray clamps attached to the structural steel framework in the Cable Spread Room, all dimension / attributes for field fabricated clamps shown on the work package drawing (s) shall be verified. The only type clamps that are both vendor supplied and field O fabricated are types A and C (CTC-23 and CTC-24 for structural steel framework). Type A & C (CTC-23 and CTC-24 for structural steel framework) clamps which are' not hot dip galvanized are field fabricated.
J TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. p QI-QP-11.10-2A, Rev. 10 Page 14 of 77 O - CPSES - OCT 2 21985 3.2.9 Lesend for the Individual Support Drawings The following symbols will be used:
* - Indicates minimum diransion to be the specified weld' size + 1/8". If no weld symbol is present, it signifies a min 4== dimension of 1/8".
PWP/WP - Field Work Point / Work Point L,L g - Tray span to next hanger 2 IA - Inaccessible 3 - Bevel Washer F - Standard Flac Washer ES - Righ Strength IP - In Place
,1W. _ ,et.een SE or BSEE - Eilti Super Erik Bolt E or EEB - Hilti Ewik Bolt 1 - Richmond /Scrra Anchor 3.3 REWORK 3.3.1 Rework on Operation Traveler If rework is required on a hanger for which QC/QE review of the traveler has not been completed, hold point (s) may be l re-established for signed off operations per Reference 1-3.
3.3.2 Rework Traveler Once the QC/QE review of the traveler on Attachment 1 or Attachment 2 is signed off, a rework traveler will be required for additional work. Any deviations will require QE approval. 3.4 ITEMS INACCESSIBLE FOR INSPECTION OTHER THAN WELDING Items that are inaccessible for inspection any be accepted provided existing documentation demonstrates that all inspection attributes was previously accepted by QC. If verification can
l 1
. . 1 TUCCO INSTRUCTION QI-QP-11.10-2A, Rev. 10 Page 15 of 77 TEXAS UTILITIES GENERATING CO. P j
- CPSES -
nt _n 001QAR not be accomplished through existing documentation, an CDR shall l be initiated per Reference 1-K. 3.5. INSPECTION OF COMPLETED INSTALLATIONS FOR SEPARATION / SPACING Inspections of completed installation for separation / spacing requirements from safety related items will be in accordance with Reference 1-H. 3.6 SEPARATION VERIFICATION OF ATTACHMENTS TO EMBEDDED PLATES The QC Inspector shall verify attachments velded to embedded plates have been inspected in accordance with Reference 1-I. 3.7 DOCUMENTATION The QC Inspector shall document the inspection of cable tray supporr and clamps on the Operations Travelers (Attachment 1 or Attachment 2). The hanger number should be identified as "CTH-xxx" or "2-xxx" on the traveler. . However, the field identification stamp is acceptable with the "xxx" number only. Attachment 3 is to be used only to document unsatisfactory conditions as identified on the IR. Inspection Reports shall be processed in accordance with Refer-ence 1-J. Operation Travelers shall be processed in accordance with Reference 1-B. NOTE: Refer to Reference 1-J for alternate methods of closing previously open unsatisfactory Inspection Reports. Revisions used for inspection will be noted on the Operation Traveler (including inspection procedures, instructions, and drawings). l
. Upon completion, all documentation shall be returned by Craft to the PFG.
3.8 REPORTING CONSTRUCTION DEFICIENCIES s CDR shall be documented in accordance with Reference 1-K. l QI-QP-11.10-2A, Rev. 10, DCN #2 - l
TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. ,-- P QI-QP-11.10-2A, Rev. 10 . Page 16 of 77
- CPSES -
OCT 22 tatt .
' j ATT N 1 1
l CONST1tUCTION OPERATION TRAVELER 35 1195 1 gTRAVELEANC. g EQUI g T .'40. yung .C. ggTm g,,g,or,,;
@ !VITY DESCRIPTION m g*,.,e tut *"^P'af ) AEFEAENCE 0 AMINES sEE BE1 Ant N $ E s N 4E [Cf-tos @
PREPAAED IT DATE DEPT. n c UNIT 82 REVIDED SY DATE ANI 2EVIG DATE 1 OA/Oc 1 0P.301007. OPERATION giugTg ems. , AMI i . EANCEE DESSIFTICE I
< 1 CRAFI A. M m!NGB
, MGR
- 8. DEIAIL: ,
2 ENGE CABLE TEAT SUFF0Er IOCATION. IIETATION. AIS IDENTIFICATION PER CABLE MAY E85GER F5E-00139 OR AS-strILT DRAWDG. 1 3 GAF" TERIFT MAT M EANCEE IS STAINED WITE M SABE ID MRSEE AS 1 QCM BOW W M TBATELIE AND M FSE430139 R AS-5ETILT DRMING. manavrerACIDEr WIIISB LISTID ON IRf A CRAFJ SOFFCET BOLTING (SEE NOIE 3 FAGE 3) QCM A. SIEDCIURAL BOLT 35TALIATItat FEE DemING, QC TERIFT FIE j QI-qr-11.10-Iag RET.
- 1. WtRSEE 2. SIII AND TTFE l
- 3. EMDS-TIGER 3. 890LT TENIICEED
*(sEE 50217 FAGE 3) TE EWSEE
~
DUE DATE TtSQUE VAIRE A. GAGE DIRENSIONS FER DESIGN DRMI E
- 5. EILTI BOLTS USTALLED FEE DRANIEG/CII-20. EET.
- 1. EtBIEEE 2. SIZE AND LINCTE
, SUFIR ENIE REGUIAE j INEFECTION AS SMOlal 0E IEf l l
* ~ -- - . .. . - . . . . . . . . . . . .. ._ . . . _ _ _ . . . , ,
.., . - . . _ , - . _ .~,
TUGC0 INSTRUCTION EXAS UTILITIES GENERATING CO. P QI-QP-11.10-2A, Rev. 10 Page 17 of 77
- CPSES -
OCT S 21986 ATTACHMENT 1 (Cont) CONSTRUC ICM OPERATICM TRAVELER COMTINUATION l TRAVELE.1 NO. IACTI'fITY DESC.tIPTICM l I CW and C!.A.T INSTALLATI0ft 's tif 2 e r __ ! PRE 7ARE3 87 CATE REVIEWE3 BY ' SATE ANI REVIEV nATE op.m een ocur:ar carm E mr l A CIArF C.* RIcame InsEIT soLT IssTAL.ATION m DRAWDC/CCF-22
. TER.IFT FE1 QI--QF-11.2-1, RE7.
~
fCouT>QC & R17. .
- 1. IR3 FREE 2. SIZE AND LENGn
- 3. SW G TIGRT g
IEEFECIIDE AS SElat (af IM .
-( ;
i
- 5. CIAFT stFFotr UEr. sinc QCm i. m-ar DmCIIon m utmr. mmcI0s, F m FExE-l TRUION FER QI-QF-11.21-1. Ear._ AT:
- 1. BaucEE m cusATIsFACIotr CCuDmous LISTED Ou IU -
- 3. FIEAL TIsCAL InsFEmou m QI-qF-11.21-1, REY.
AT .
- 1. EAEGER IEfBEIS UusE ISTACIURT COND m 05 LISU D ON IU l C. WED ING OF MISDRILLD ECLE5/ UNUSED BOLES TERITIED PER ,
QI-QF-16.0-3, IEF. _ AND QI-QF-11.21-1, Rev. . !
., 1. IoccIon (QC TERIFr PRIo1 Io vELDIuc) In
! 2. FINAL TIsuaL IEEFE m CK.
6 CnAFT SUFFCET IEETAIl m 0N QCm CCuPIGURATION m m ED FER QI-QF-11.10-2A, RET. ,,,,AND e DRANIBG AS FULIatd5: A. REMBERS IIIE AND SEAFE l E. MEMBER LOCCIOK(SUFFCC HEMBER DI2 FEN 3I0ttS DCLUDDC
. 90R1 FCIlfr3).
C. COFIBG - ALL II-ENTRAlff CORIEIS SEALL RE SEAFED, NOTG FREE, IO A RADIUS OF AT LEAST 1/2 DCH. GIESATI5FACICRT CtalDITI0tt LISTED OR IU I
- l l
. i 4
e mem = e e e ee e , me yee e e e ee se .e. e -.ee e. w.. game . = + e
b TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. .d> QI-QP-11.10-2A, Rev. 10 Page 18 of 77
- cPsss -
OCT 2 21986 ATTACIDENT 1 (Cont) I
- 3NsTaucTroN OPERAn0N
- RAVE!.ER CONTIMATION .
l'TRAVELEAMO. iACIIVITY DE3C21PTION l l CTil and CE. AMP Dis"AIIATION fper$ar PREPAAfD EY OATF I REY!GED 3Y ; DATE I
. ANT AEVIG DATE !
' er.m een opeur:s
- casia es5 m 1 - -FO.: - - - -,A , - D.- AW i QI-QF-11.0-13, as?. . .
i WEATISTACIDET CDWITION LISTID ON II# - 8
'GAFT SPLICI FIATI5/EEATT DWIT FIATES/EEATT DUTT CLIPS TRANETERSE QC(T) CI.IPS AITACNNT 20 SUFFCET ,
A. IW ICAZE isttBER, TIFE AED MEARS OF AITACB Wir TO SOFFott , ERAFT DUIT 13AugTERSE 3FLI . FIATE
#ELDED gIgEg ,;
_ WLDED WLDED WEEDED 30 LIED 30LTED 3DLTED 3 tE S. ITEIIB LI5 TID A30TE COMFLT DIMENSICIIA!1T WITE DEAirIEC/ QI 4 -11.10-2A. RET. QC(T) C. 7tB ATIACN eff IT WEIDING, QC TERIFT ,
- 1. FIT-aF InsFICTIQu 70s FAarIAL PEEEIRATION AND FULI.
- PermeIQu FEg QI.QF.11.21-1, asT. . l i
- 2. FDIAL TI5UAL IEEFEC*IGIt FER QI.qF-11.21-1, RIT.
i D. f. WEIaING OF MIsDRIILED EOLE5/ UNUSED EOLII TIBIFIID FIR l^ (I-QF-18.0-5, RET._ AND QI-QF-11.21-1 EET._. .j
- 1. LOCATION (QC YERIFT PR105 70 uRLDDIG) II# l
- 2. FDIAL TIsuaL IusFECTION.
E. FOR ATPM,ET BOLTDIC, QC TERIFT FER QI-4F-11.10-2A
-*~~-
IET. .
- 1. 5talBER OF BOLTS 2. IIII AND TTFE
- 3. ERIRMICET
- l
. .. ?!.
~
b
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_f. o ,e e.*e - g ** * * * * * . * * ' - i .1
TUCCO INSTRUCTION
. TEXAS UTl!.! TIES GENERATING CO. g>. QI-QP-11.10-2A, Rev. 10 Page 19 of 77 1
- CPsts -
OCT a 21986 ATTACEMENT 1 (Cont) i CONSTRUCTION QPERATION TRAVELER CONTINUATION l TRAVELER NO. IACTIVITY QESCRIPTIOR l l CTI and G.AMF IN5ti" 27I0It ser.r4 9r t PREPARD If QATT REVIEWO 8Y DATE ANT REVIEV 'OATE ewec op.as ern ersaarte cadtiit es. me 8 CRAF1 4 GAGE DIRIERSICIts FIR DRAWDC lCXRrf QC(Y) . 9 GAF1 SFLIG FLATE5/IEAVT DUIT FIAIES/IEATT der!T CLIPS / TRAM 57ERSE QCCT) CLIF ATTNTI TO TRAT. IIDICATE NUMB M. TTF1 AIED NEAll5 0F ATIAcm etr. EEATT DCTT TEAlt3 TERSE SFLIG FIATE 0!IER t
- 1. TERIFT 30LTDC FER QI-QF-11.10-IA EET._ BW.T 3
T185TALIATIOlt TO BE INUC-TIGET. i
- 2. CACE DIIIIIISICIIS PER DRAMIEC
~
10 CRAFI TERIFT CtadFt.ETIQIt 0F All WERt2I0 TIS, AIS REVIEU TIATELER l QC(V) Am AI".ACBIENT IRC.!!DDC WFidL. l 1 l l . . I l l
( TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. G*- . QI-QP-11.10-2A, Rev. 10 Page 20 of 77
- CPSES -
OCT a, , y6 . ATTAcamNT 1 (Cont) m yr.n :c. consnuc Icn cPEAA7:ca xAvr.n ::m. war:cn
- Ac :Vm m:n; :ca I c s and CLaxF resTAu.AT Os esee .c lPREPAACIT CATI
[XTIIGC 37 AE tntan:D A CATT l l I wdm Imun= I l i f cas alause es. ur - l 1' i ! 30TZ3: $ 1. IIQUU M or CFEIIAIOlf3 MAT TART AS REQQ3ED AS LDEC AS 30 ELD FOINTS ARE VIOLAIID.
- 2. ;
Afl. OFDATIONS TEA
- ARZ 30T AFF!.ICA5L! 51 TAU. BE 5/A'E3 ;
IT CIAFT AND 31 QC Aaam..wa, F30VTDC BOLD FCIITS ARE ' NOT T10LAIED. *
.f
< 3. IT AT TIME OF DIFICTICE TIE OPERATICW IS CONFLZZZ, QC ; SEAC. STCM M FACE OF TIE TIATELZ1. 30k"TER, IT IETLTIFLZ 01 FARTIAL INSFECIIDES AEK REQCIEED, DEECEIRE l 1 ACE IIIFICTICII ON ATTACIID SA?C 01 WIDC. TIE IAST QC i MT5ECT01 PEUOEMISC TEE 33ETION $3ALL SIC 3 m TACI ' 0F EACI 3ATELZ1 WEEN THE OFEIATICW II FDALLY CONTL.M' .
- A. I SIGNA". lI23 3 SE CON.ON COL:30f IDENTUT TEE - I AT3:30II Is IZADT FUK QC II5FICTICE OMLESS OTIEINISE !
WOTED 05 M OFI2&IION.
- 3. FOR OF. 30. A COTEEDG CASES SUCI AS REAM TO SG M -
Com0ES 01 SEAE TO COL:Def COIQtECTIONS TIE INTE1 ICE { REAlt T'AYELZ101 UAYELZ1 FOR REAM ATIACIDC TC COLIRef SIALL RE 05ED TO TEIFT TIE BOLTDG ONLE33 30 TID OTEZINISE. TIE TRAYILZ1 FOR TEE EE31IDE REAM (5) AND , COLutef(5) SMALL CICSS EUERZNCE TIAT TIAVELIE(S) WEICI I nQtTING uAs CIECEzD Qw sf PLACI3c Ax = vEET TO TIE sA . 3 TIE Cmassu..aQN COLI20f AND LISTI3G TIE TRAVELZ1 3CMBIE CEDER 07. 30. A - l- --
!. ms um:.Z1 Is CaZuc. !
- i . .
! ! ,I 7.
- Ec5E OF A-3:3 AND A=AA9 BCLT5 I2 ais.L.wsAL CONNECTION! }
' 8 II !!1 JECT TO FUOR CIVIL E3GT3EZ13C AF?107AL IT " 433, i
i
.! 0F STCIAT3 1 AND QATE ON CPE3AIT0ft &&.
i ! i s *
!. i !
ji
TUCCO INSTRUCTION EXAS UTILITIES GENERATING CO. . g>- , QI-QP-11.10-2A, Rev. 10 Page 21 of 77
- CPSES - -
OCT 2 21986 . 1 l 1 ATTACHMENT 1 (Cont)
- - ~~ .:-'w ~+ gggmgyg.g ,p.,g.ugq.
met.Iz a.: tes-w r u f segg - y e -
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l i
l TUCCO INSTRUCTION TEXAS UTILITIES GENERATING CO. g> QI-QP-11.10-2A, Rev. 10
. Page 22 of 77
- CPSEs -
! OCT 2 21986 1 ATIACIDENT 1 (Cont) s. -! TR4vt:ER.m: Ets-es-cm l 1 sinia MSpet? watricaffe case' ! etan udst e asteM!t W AT/wf f W. I g g g!FICATi m 1 1 .
- - ~ . . .
e =+=e ... I , . A i WWW"
.g.-
1 i 1 - 9 1 I l me-9
* * =. * + . . - . . . . m.... ... . . . . . . . . . . . _, , , , g ,, , , , , , , , ,, ,
-. -. ~ ww-- -,,.--w----.-,----,e=,- . - - - *ae-m. * --- -=--w w- e. mew-w=e.s-m-----wy - w , 3,v--- --.--w - -+------.-=.-------guw----w~ --
= -w--ey.n e p+== w -w e e
l 1 TUGCO INSTRUCTION l TEXAS UTILITIES GENERATING CO. ge- QI-QP-11.10-2A, Rev. 10 l Page 23 of 77 i
- cesss -
OCT E 21985 ATIACEMENT 1 (Cont) i FACE 8 of 8
. gyss WC SE1:AT. 30. E18-86-CT11 10046
' DEAL *ING 30. ,
N/A l gggs rgg,tzg wa m tar IDG, UELD 30 utLn estata IEAT/LOff M. M. ISSUANCE AFF30TAL
- 30. neg II:z/ m h uFs/IC58 01 CODE # 'SS. E'D.
l 4 i l I i i l i 1 i 1 I O . l I i i l i
. I i 1 l i I I i _ ti i I '
I mfMHf R E . I ! R W ibFRLR488 I I 3 a al - 1 I r 1 i i i 1
. l
- I i i f '
I 4 I i 1 l l l i i 1 i-1 I . 1
.- 1 i I i l I i i 1 l I I i. I j l I i I l l 1 l I l i i i i l i i l I !
l I I f l l l l l O \ l l
l TUGCO INSTRUCTION TEXAS UTILITIES GENERATING CO. g> QI-qP-11.10-2A Rev.10 Page 24 of 77
} _
OCT 2 21986 ATTACHMENT 2 I Co. m uCTIO. O m m = m ee a m.t m i g mve.a m. DS .-Ca g atmg e. qyyr m. g91 g, c_,g h 7!Y C GIL 1!7T!QN CTE and CImap* Isotanatio@ Af?HE1C1 MUE CTE-2 6 b k h =11.10 2A DUI. FM q Aggg gy DAfg RgTIEWED gy Refer to Trav. D3-45-CTR-9439 DATE 5-31-45 ANI AE7!!4 s/A QATE 8/A l
. t.ar.l An.
- - '1arr,lut -I l. --
cri m m C m 0= . !. i FE cme Tm Sm=I tum. =.ETm=, A. IDmmCm-FM CABLE TIAT RANCE1 (CTE) DEAIRING. 2 FE SCFFCET IS INSTARID FLIRIB, LITEL AND SQUARE PER C 3 DRAWING. i "rafa MIFT TEAT M IANGER IS STAMPED UITE M SAME ID StBIBER AS 3 2C(T) 530lat ou M TEATEIZ1 AND TEE CM DRAWDC. QuSATISFacTout cowDITIDs LISTED ou IU A Crafa StrFFORI BOLTUG QC(T) A. STIUCMBAL BOLT INSTALIATION PER C3 DRANING, QC TERIFT PE1 QI-QF-l!.10-2At RET. . I
- 1. 3300 TICET i
- 2. SOLT TIESIONED l
w&TE Sonnet l , i Mm- i
. j T00QUE TALUE
--[- .l _
- =SmEr.cI=Y C=oI=0 usm O In
- 3. IILTI 3CLTS US*.ALIA*.IDW FE1 C3 DEABING/CII-20. REY._
TERIrf P n QI-QF-11.2-1, REY. . IMSFECTIort AS Saatat ou IM g C. RICissalD INSERT BOLT INSJI?IATION FE1 C3 DRAWUG/CEI-20, 317. , TERIFT,FE1 QI-qF-11.2 1 RET. . INSFECTIONS AS S30 tat ou IU 1 I l 1 . i i, - - - . . . .. .. _ _ . - , . , ,m__ _ - . _ . , _ _ , . . _ . _ _ _ _ _____..m___. . . _ , . . _ . _ _ _ . - - _ _ . . _ . _ _ . _ - _ . . , _ , _ _ . _ . _ . . .
TUCCO INSTRUCTION l ! TEXAS UTILITIES GENERATING CO. P qI-qF-11.10-2A, Rev. 10' . j Page 25 of 77
- crsas - .
OCT 221986 1 1 i ATTACHMENT 2 (Cont) CWISTEUCT!0lt OPERATION TRAVELDt IONTINUATION N N"andCImmyInesa1I4stee naar 2 nr8 l l PREPAAfD SY OATT I j *
'Agygg3ED gy Refer to Trv. EIS-45-CTB-9439 OAfg 5-31-45 LA ng Egygg N/A QATT N/A
- W#EC
! EP.88 IEPF WERAffW CWlETR SS. et 3 Craft strFF0Er W !a DIG 1
QC(T: A. FIT-OF 13EFECEIGN FCE FAE!!AL PENETRATION, FtlLL i FERETRATION FER QI-QF-11.21-1 RET. I
- 1. EABBER TO BLEED
- 2. EANGER 18E3838 I WBATISFAC21Er GRWITEMS LIS"ED WI IEJ . ,
E.' FINAL TISilAL IEEFECTION PER QI-QP-11.21-1 RET. , 1. EANDER TO '. l 2. EAECEE 1313E33 i mac!UEr GERBITIIIIB LISTED ON II# . I C. WEta!IIS OF IIISDEZLLID EDLES/1RESID EER2.S TERITIID FER QI-QF-16.0-5, BET. aim QI-QF-11.21-1: RET.
- 1. IACATICII (QC TERIFT FBIOR TO UELDCIC).
W
- l 2. FINAL TIERAL IEEFECTIBt
! 6 Crafi surP0Er ZustALLATION EN courICus& TION TERIFIED FER QI-QF-11.10-ta EET. auD j C= o. A mun . . A. WIIBER SIII, SEAFE AIB IIATERIAL REQt!!IEldENT.
- 5. IstBER IDCATIM (SUFFORE .M DIRISSItatS IIICLUDIIIG l gE.T 14CATItMS) -- - --
C. sFas I WSATISTACIDET CONDITIONS LISTED ON IE# . i l l l 1 [ ] I i . . l ,
. _ - _ _ . . _ . - _ - . _ _ . _ - - _ _ , _ _ _ _ . ~ . . - _ _ . . - - _ . _
l TUGC0 INSTRUCTION l EXAS UTILITIES GENERATING CO. P' QI-QP-11.10-2A Rev. 10 Page 26 of 77
- mas-OCT 2 21986 AITACHMENT 2 (Cont)
CONsnuCTION OrtnAff0N TRAVELDL CONTINUATION
)
TRAVC It M0. ns.g m lACTIVITIQE3CAIPTION gg w % g ma ,g ) PauAnts T OAfr i agyggygg gy Refer to Trv. ERS-85-CTM-0839 OAff 5-11-45 ANT REVIEV N/A QATg 1/A ep.as ser apaatres . levet castef es. mr 7 QCM SUFF0tT arARME2 ACAIBST CtMCRETE SURFACES FIR CTI DRANIN: AND QI4F-11.0-13: RET. . ORSATI5FACIoaf CONDITION LISTED ON Ili . . 8 l raft SFLICE FIATEI/IEATT DFIT PLATES /EF.ATT DUIT CLIPS /TRICTIDW QCM CLIPS ATTACMENT to SUFFotr. , y A.' TERIFT NUMBER, CONTICURATICE, POSITION, ORIINTATION RIIATITE TO TEE SOFF0er MEMBER AND CDR22CT TTFE (ISIGITUDINAL/TRAI@ERSI) CE1MFS FER INDITEDEAL SOFF0tf DeANInc IATE asIN tstD, DCI.UDIsc scLT 30LE IIII IF 1 APPLICABLE.
- 8. FUE ATTACMENT BT UEIDUC, QC TERIFT
- 1. FIT-UF MSFICIION FOR FAITIAL FINEMATICM AND FULL FINITRATION FER QIM F-11.21-1: RET. .
- 2. FINAL TI5UAL INSFtCTItat PER QI-QF-11.21-1; RET._.
- 3. W 3 FACT 0tf CONDITIQW LISTID ON IEJ . '
C. REFAIR OF MISDRII. LID 30133/UNESID 30123 TERIFIED PER QI-QF-16.0-3, REY. AND QI-QF-11.21-1, REY. .
- 1. LOCATION (QC vtIIFT FRIDE TO UELDING) i 30 .
- 2. FIIAL TI5UAL INEFECTION D. FOR AITACEMENT IT SOLTING, QC TERIFT PER QI-QF-11.10-IA, 327. 30LTS ARE TIGNTt3tDa
- 1. SNUG TIONT
- 2. T00QUE MATI maaEE mme =
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TUGC0 INSTRUCTION 1 S UTILITIES GENERATING CO. d>. QI-QP-11.10-2A, Rev. 10 i Page 27 of 77
- CPSES -
OUa s u iiS$ ATTACHMENT 2 (Cont) l Can5TRUCTION OPERATION TRAVELER COMTINUATION lTRAVELEA.10* E15-4 W lACTIVITYOESC2IPTICM Q W % !aschem gg NUMD BY MW , lADIDC 87 Refer to ?rv. Its-85-c"B-9839 OAff 5-11-45 AMI REVIEW w/A OATE w/A er.as man osannas ausTe aar 9 Crafn 5FLI G FIATES/REATT DUIT FLATE5/IEAVT DUTT CLIPS QC&l ATTACRIENT IO TRAY. A. TERI7T BOLT BOLE SIII
- 3. TERIFT 90LTING FER QI4F-11.10-IA; IIT. SOLT TINSICIrING IO BE SNDC TIGIT.
10 Crafi? TERI7T CENtFLETION OF ALL OPERATIONS, AIID RETIEW TEATELER 3C(?) AAID A". N 3CLUDING WFttL. LIST 3G OF REFERING 35?atlATION DOCDIENI (EISTORICAL). US C FOR ACCEPTAN G OF 34C355I3LE ITIlts ARE AFFLICAALE. O WPKAL O I _.
TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. P QI-QF-11.10-2A, Rev. 10 g ,g 77
- crsts -
OCT 2 21985
, ATTACEMENT 2 (Cont)
I I ! l ~ CONSMUCTION OPGATION TRAVELER CONTINUATION l ) lTRAVELIAMC.ggg,g g lAC*IVITY CE3CAIPTIO g g g l 1 PREPARED BY QATF Aty!!WE3 gyRefer to Trv. ERS-85-CTM-9839 ggyg 5-31-45 {
'ANI REVIII 5/A OATT N/A ep.m een osaarte -
4 mars' Y mg M ES: 1. SEQUERG OF OFIEATIONS NAT YART AS REQUIRED AS ISBC AS 30 EOLD FOIN S ARE TICLATED. 2. ALL OPERATIGRE TIAT ARE NOT AFFLICARLE SEALL M 3/A'ED I BT CRAFT AND M QC DSFECICS, PROFIDED BOLD FOINTS ARE BOf TICLATED.
- 3.
' n AT TIME OF aSrECTIDs TEE OPEaATTow Is CarLErE, QC SEAT!. sIcu txE FACE OF m TnamEx. a0WEm. Ir E LTIFLE DE PLE!!AL INSFECTION ARE RBWIEED, DES G IBE EACE IREFECTION ON ATIACRED $ TC AND . TEE IAIT QC DSFICTOR FREFORMDC TIE ECTI SIGN TIE FACE OF EACE TRATELER WEEN TEE OPEIATICW IF FDIALLY CIntLITE. A. AN ASTERIE (*) ADJACIWr to TEE SICMATURE M TEE CONST1. COL:3er REPRESMTS TIE ATTRINTE WAS "AS-WILT" AND WORE FtDOEMED I3 A8 00CIBWffED ON IISTORICAL DOCMERATION AND TEAT CRAFT EAS ONLY TERIFIED/ RETE 11FIED, A DOUBIZ ASTERIE (**) AIUACDff TO TIE SIONATURE IN TEE CouBTE./QA/QC/ ENC. COLisef INDICATES TEE ITEM (3) IS , (ARE) macerenaarr. EgyIE to TEg SECTICK FOLIAWDG STIF 10 FOR LISTING OF EIST0tICAL DOUCHENTS USED FOR MM OF TE IMACCISSARLE ITIM (3). (ENIRIES TO 82 HADE ST GRAFT WEEN AFFLICAELL AND TERIFIID ST QE/QC).
- 3. SIGNATURES IN TE CONST1. CtXJagt FOR CASES CIEIR TRAN !
l TEDSI 3 NOTE A (e.g.I SUBSEQUENT BOLT TDISIGNINC, WELDING, etc.) IDENTTFT TEE AT3IEtfrE AS READT F01 QC g
,,- , IEEFECTION UMLESS DIRERWISE NOIED.
l
- 6. '
TMIS TRAVELER IS CENERIC. Per CFM-4.3. TEIS TRAVELZt REPRESENT 3 WORK OF A REFETITIOCS EATURE. AND SUBSEQUT2t? RE7IEW FOR EACE TRAVELER ST QE Is vaITED. I TfPKM l l 1
. ... . .. .. . - l l'
TUGC0 INSTRUCTION TF.XAS UTILITIES GENERATING CO. P QI-QP-11.10-2A, Rev. 10 i Page 29 of 77
- C"' ~
OCT 2 2 E86 ATTACHMENT 2 (Cont) m w. a n : m . u . m s
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TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. P QI-QP-11.10-2A. Rev. 10 Page 30 of 77 O - c- - OCT g 2 IS86 ATIACEMENT 2 (Cont) TRAVtdi5: ERS-46-Cm
- sea w ..
- _... sism asseur wettrearra case'
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TUCCO INSTRUCTION
,(AS UTILITIES GENERATING CO. P QI-QP-11.10-2A, Rev. 10
,,g, 3g ,g 77
- enes -
OCT 221386 ATTACEMENT 2 (Cont) FACE of i
- t
- ws#
- tee snIR so. ns-u-cts rocas * -
cz _ na s c o ro. , , , I sua rz::.n mmru r.oc ver.o so _ w/A suza u 3 om ,m,c . .tfara ..n= Amr. ac. Is.ucc: AFFI M E
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l l l TUGC0 INSTRUCTION l e P QI-QP-11.10-2A, Rev. 10 (]qEXAS UTILITIES GENERATING CO. Page 32 of 77
- CPSEs -
OCT 2 21986 ATTAC1 DENT 3 CDMamCMC MAR STEAM ELECTRIC STATlost I e2 INSPECTION REPORT Ute i t l ETEm sews 6FTim MaleF 6&aTip 4. EllTLptbMTpt 3,31EeaIJN , , , , N TRAY SWPORTS AltD C.ATS ., s ,
- PE E .4 Mt. btF.3.t. Jet. 4 Ms. 4 (maang as. plaluut gn rggi gglip. 4Mai. so.
ot-or-11.to-za, new.
, . 21 ,
Q to Mattil C M4 settaLLatim 'Q galfaLLAtlp Q Flaat Q pettttt _tsyttelen M81FitAtlW telMettW teSMCften 18%Mettte g
'918. Maubl&
Q fotMCfite C9uuttett, att aMLignett titPt tattlfattest , O lepttflee teetttts, gegartsfaciase tetet tittts anou SE L8sMt'ae anst ta itet e. , i (NSMCTICM ATTR!83Tts 3 3 ! satt 11 ff E8 g, M , t1 This taspection report *1e to be used selv to deeumont l l l uneettefactor, condittene (liet unset condittene below I 'l i er es e continvecion eheet(s)). l l 8 ; l l
- 1. Seppert identificatien l .
l l 1 I I l
- 2. Support belties l l
! l l I i I I l l li
- 3. Support tuelding l l l 1l l l 1 4 i l l l l -- - - - . ... ..
i l i l l l l 4 Supeert confisuretion verification l l l , ' ~~ l ) l - g l , l' I i ! L lll l , i l m2/o2 aise e.e m - ,
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- 4
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TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. P QI-qt-11.10-2A. Rev. 10 C Page 33 of 77 ( - CPsss - OCT 2 2 586 1 > 1 ATTAcmENT 3 (Cont) i capwor ma snAM RICDIC MTION l INSPECTION REPORT - - - - - - - - (SUPettpos*AL) 88" l # .2 FOR PULL NEA0!MS. SIf $NCIT 1 ma no . es. ,,
, I l htt ilmahat ,,
S. Field fabricated clames ,
- 4. Clase and miscellaneous seasoness weldina I
l 7. Clamp bettine - I
- 3. I d ane imstallation/confiauration I
Itsumass (MB. SPEG. 5%8 ' j e # i d i e 4 WM U E' WM gjgg
., I.n. cLosto O ---
2 M2/02 4/M j . .. ..- . . . . . . . l
TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. p QI-qP-11.10-2A, Rev. 10 Pase 34 of 77 l
- CPSSS - i DCT 2x m 1 l
l i ATTACIDENT 4 i n:7.w sun. A t* c a nt:d u n k tu c : ~c R 2 r??*. l
. scc T: :No SCRi w casos uswuc,: l 2MCisiCarieu l ** TrorBL l 2C e C2And I l LQW 04 MithWM C244eu ZiUL l
- O -
ASTMe2J07 l4Qw CARAQM :TlfL
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, JZTM . Add 3 l 4
ggg , gpggg g,g LW C24444 Ms0 TEM:f roc lTHL. OUGUCHiQ auQ 7tMat444
,,y l22TM.2242 ' MintVM .*24644 3iNL.
f*nt ! CUGHCM4Q SGC 74M44HG 22TM
- 2 242 Lew C2440u macitual?*C :TitL t4nt t ornetpuurt 204t02/0M "AI" * *AE$
"$ *, twierutsou G 8TitL2.
QutNCute auD fluntStG ASTM e A J$4 Low JLlev 2TKL, CRoot AJ eutuCM44 ou4 ftMMtadC l 24?M = 2Jte Led ALLQV'ZTt4L. Codot 4C QU4HtM4Q 2N4 ftMetttQ
.wnouw snesau aLLev titt:,.
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- CAAnt 7 *"*"C"#O #"A I* AIA -
4GLL fM4tAQtQ 4tTU 427 i . *RtoTM4AJ f 224 = CRA44 e e M644VM CAR 4GM JLLC* Arits l oggygugnzyn rguaggge
- e Baim e J 424
. ConM4 4Q l ALLQ Y 2ft4L.
QUdNCNtQduQTtw&U44 ene 237W . 2 090 #"g*y*gy#g ', *gug 7 y g,,4 Note: A1.1 bolts shcvn on this attachment except those marked with an asterick (*), are considered "High Strength" (RS) as shown on the CTH drawing for the purpose of j this procedure. . 1 l
TUGC0 INSTRUCTION < UTILITIES GENERATING CO. P QI-qt-11.10-2A. Rev. 10 [ Page 35 of 77
- - cesss - ,
OCT 2 21986 : Arrat w ert 4 (cone) ; i E i , A 5J2.5 cm A-449 . I l 1 tJANDARD wrrruamMtgG, MDf8)P.,TMfION -
= :
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A W
&~X$) 6'b TIPE 3 uT MAMKto WlTH'T j N Os)
.wo.2matctP(.uMFemastAL MAmt
! NUT $ MKT.ht WA6HEA . j yActo As tWAQ)d,ch.countX m it duf pammwa T 'If"2,5,eg"p/ j cmAwtaan E 1M.QD) 6 A-490 -
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pANuPAct0Ad5 . . J .. ; sasumer w cr.s' v 4 T Y* \' l l ~' d , d.l. I _,Q %)* bY urrurenewo go 1M- [Ng M.Ir MO gg ga l I i
- NOTE: Any nut marked other t.han above shall be considered A-307.
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TUCCO INSTRUCTION TEXAS UTILITIES GENERATING CO. N qt-qr-11.10-2A, Rev. 10 Page 36 of 77
- cP:: -
, OCT 2 21N6 l
ATIACIDENT 5 cant.E TRAY SUFFotT A Al
, I r den
.rWdn t.ok.mloWAL
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ey pj g g m pg 1 iTuoi g !
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Penn uwe rec axAne. r s 51.C. D A-A i , ?Arruum.s.mie Awy sare. ,) . i . \O
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** Holes or Bolts are in sees cross-sectional plane. ,
** Estes er belts are not is asas arose-sectional Flame mast also meet distance criteria (greater than 2") and hole I
size criteria (less than or equal to 3/4" diameter)..
1 Tucco INSTRUCTION UTILITIES GENERATING CO. P QI-QP-11.10-2A. Rev. 10
,,g,37 ,g 77
- CPSE3 - .
OCT 2 2 586 ATTACIDENT 5 (Cont) l CABLR TRAY (CLAMP AREA) i The felleutas criteria shall apply to holes ta cable tray rail withis the i eres of the slampe. Clemy area 14 defined as the oestaan of troy rail within 2" of the auseide edge of the siemp. j Tkte oestian te be sematdored . es 1eside clasp area h d *- N N ' This ehetah to he seasidered* as euseide alamp area
; CAaLZ TRAY E h 3BFF03r m Amy unused hele er port thereof falling within the "Cleep Area" as defined
) shove shall meet all of the fellowtag criterias l )i Repaartes of helas la sable tray rail to required if ear of the following 's esedittees estet:
- 1. Diesense boomesa edges of used or umused holes le less then 7/14.
. v c] @ '
- 2. Here than emo (1) emmeed holes are $p *he emme crose-eastica, er they l
are sleeer than the largest hele diammeica edge to edge. q _ _ LAaGsST EOLE DDENSION 6 ]
- 3. The largest dianesias of the unused hele te greater thas 3/4".
! 1
%*)41 '
1 l,i _..., 5 The use of elected holes te prehabited (elected emble tray rail bele shall he defieed as a hele with a verytag diameter of +1/14") unless speelfically l eethettaed by Eagineettag. MY,M. ' 'I L__________,. i I i Bepair of stadrilled belos la the tray shall be la asserdense with approved I project procedures. I j . . _ . . . . .. . . _ . . .- t r-gi - - -- - - - ,- --- - . e- -.,--g.7g--- - - -- mm
i R .- . . l TUGC0 INSTRUCTION TEXAS UTILITIES GENEl4ATING CO. p QI-qP-11.10-2A, Rev. 10 Page 33 of 77 I 0 - CPsts - OCT 2 21986 l t } I AITACIDfENT 6 (NOTES)
- I j NOTES '
l 1. The details shown in this attachment, together with the following notes are to l be used for the inspection of clamps and other attributes shown. i
- 2. Attachment 6 specifies those clamp details and dimensions which are for '
inspection purposes. Dimensions which may not be niven on the CTE work package drawings, such as gaps or dimensions of plates used to reduce anos, dimensions ,
; of field fabricated surndy Busky clamps, etc. shall be as shown in Attachment 6. :
Extra details or dimensions shown on CTE work package drawings for the type of ! ) clamps shown in Attachment 6 are not for inspection. Gap tolerances givenFor in l l Attachment 6A override any clamp gap tolerances shown on the CTE drawings. l l clamp types specified on the CTE drawing as other than type A. C. G and l "special", they shall be inspected as a one bolt, two bolt or multi bolt clamp , configuration as applicable. l l 11 b a on t a rk p chage d 3 I l
- 4. Tray clamps shown in this attachment may be attached to a supporting tube steel, eagle, plate, channel, section, walls or floors as applicable and as shown on CTR drawings. The structural support is shown schematically.in this attachment.
For its detailed orientation and configuration refer to the CTE drawings. If a I I place (shim / filler / spacer, etc.) is welded to both the elamp member and the structural member, the plate is considered part of the structural support. In I this case any welding, esclusive of welds specifically designated as NWS on the I drawing, is considered structural and nuclear safety related.
- 5. Washer plates on one or two bolt clamp details of the cosaection to the tray of 24" and wider are required (verify presence) washer plates may or may not be l
a used on tray less than 24". Where A307 round head bolts with standard washers l are specified, the conventional symbol on the CTE drawing should not be j construed to represent the location of the washer. The washer shall be - installed under the nut. In addition, it is acceptable to install a washer J' . under the bolt head.
- 6. If the irregular gap between the tray and the clamp escoed 3/16, washer plates shall be provided. In case washer plates are used, the ==*4=u= irregular gap of 3/16 is to be measured as a total gap between clamp and tray, less the thickness of the washer plate (s) (verify presence).
- 7. Clamps on both sides of the tray need set be identical.
- 8. For clamp details this attachment specifies that the total clamp dimensions (i.e., height, width of length) and the dimensions from belts / holes closest to l each edge are to be inspected / verified. The dimensions shown on the CTE l drawings may not, La all cases, be recorded is the same mammer as shown in this !
l attachment. In those Lastances qc shall determine that suffiaient information ! l - ~ - - . . . . . . . . . . . . . . . . , l l!_ . . _ _ _ _ . _ _ _ _ _-_ _._ _ _ _ _ _ _ . . _ . _ _ _ _ . . _._._ 1
TUGC0 INSTRUCTION
EXAS UTit.lTIES GENERATING CO. d>. QI-qP-11.10-2A, Rev. 10 Page 39 of 77
- CPsts -
OCT 22 :::G ATTACIDGMT 6 NOTES (Cont) NorES exists on the CTH drawing to permit verification of the dimensions required per Attachment 6. and shall verify said dimensions of Attach-ment 6. ~
- 9. The details shown on this attachment shall be used in conjunction with . (
Attachment 6A.. .
- 10. To aid in recognizing specific requirements of different applications l of plates used to reduce or eliminate gaps, attachments 6 and 6A employ consistent definition of shin plate, filler plate, and washer plate.
Definitions: Y a) Shim plate - A place which shima a gap between both the clamp and tray and the supporc or shims a gap between the tray and the support member. b) Filler plate - A plate which fills a gap between the clamp and the support or shia plate. c) Washer plate - A plate which reduces the gap between the mating surfaces of the clamp and tray. Inspections are to be performed based upon the above definitions regardless what is called out on the drawings. Tolerance on dimen-sions of plates used to reduce gaps as shown on the CTH drawings are 21/8" on width and length and 21/32" on thickness.
- 11. It is acceptable in all cases to use shim or filler plates or washers
. to reduce / eliminate excessive gaps between clamp trays and support l members. Welds, if used, for those shim / filler plates or washers are INS.
Filler and washer plates may be stacked, and may be used on top of skin plates. Shia plates may be stacked. Whether and how such plates are labeled on the CTE drawings is not an inspection item. Plates shown on the CTH drawing shall be inspected to verify the dimensions shown on the CTE drawings and to verify that the limitations apply, the QC inspector shall classify the plate into the Attachment 6 or 6A definition which most closely matches its configuration. For instance O a plate which is shown on the CTR drawing to span both the clamp the the tray shall be classified as a shim, and the limits on tray /alamp everhang shall apply.
- 12. The les dimensions of angles cut from a larger size and used as cable l tray elamps have a tolerance of 21/8".
TUGCO INSTRUCTION AS UTILITIES GENERATING CO. g> QI-QP-11.10-2A, Rev. 10 Page 40 of 77
- CPSES -
, . , OCT 2 21986 ATTACIDENT 6 (Cont.)
M E FOR I'd 90LT r
/ -Ilt-c. 4:
M
. e M "M '
y ,
- WIDTH OF THE TRAY LIP (MINI g -
{ y ! CLA W 1 CLMf 2 (-0.+t i C I ' 5"'! ( Tray i
.f'SUPPORTg e Ca ilcs{i [; ,2x (8EE CN u v SECTION A-A DETAIL C M S FORT nEPeERS:
NOTE: CLAW OIPENSIONS SHOWN ARE TO BE VERF IED FOR FIELD FAsRICATED CLA W S ONLT. CLMf3 WICH ARE NOT NOT O!F GALVANIZED Mtt CONSIDERED FIELO g q q an gap FAWLICATED. ' ( SEE NOTE I) -- FRIgTIgst 30TTOM FRICTION yyPE Ct. APP #
\ \ SOLT FOR FILLER AY CLA W "
7 tSEE NOTE Si diA307 OR NSI
/vemgn
~~~T i
T AT TR e&- [gy *
- \ -
,g , s 048{ g ggg 1 Ny 57--
t Man I"" "
- NE DETAIL C 0: .{ ,4{)
- - GAP OF b MAX) A NOTr. 3. SAP tSEE Nort 21- 3 NOT.ES: - - g,yOR WASEER ORiiNTATION AND DETAILS SEE AI'IACEMENT 6A. S.70E DDEEltSICHS BEFER TO CTR DWG. IF NOT S3014l ON CTE DWG, USE
- 3. TOTAL GAP ( TOP & BOTTOM NOT 70 EXCEID j. Nort 12 0F ATIAC M ENT 6A.
3.IRRICULAR TOTAL CAP U + V $ ] APPLICASLE TO A Ale A CLAffS OR A AND G CLAWS. 4.FOR DDIENSIONS REFER TO CTH DWG. O 4. CLMS 1 AND 2 NEED NOT BE IDENTICAL. IF NOT $50NN ON CTR DWG, USE DETAII, A ON St. 2. FILI.ZRS 3 SAT SE STACEID WITE MAI. TEICE-IESS OF EACH FILLER = la IN. A#I *OTEEALL TEICENESS Wer TO EICEED la guLES$ OrNEEWISE NOTED ON T I E DR AVIIIG .
ys TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. - P QI-QP-11.10-2A, Rev. 10 ' Page 41 of 77 i O , r -c - 007 22 1986 1 1 ATTACEMENT 6 (Cont.) ,s CUT IF REQUIRED To CLEAR liMIN, INTERFERENCES 1
! 7]40LE<
- soti-TYP)
FOR !, 3 f p-x
/, .
L MAX FILLER (HOLE SHIM R. BET EEN TRAY THLad (HOLE
& SUPPORT { THK (MIN)
DETAIL A TRAY cLEucTw a wIom 70 suzT) j . .... ... .
~
, N,*
..Q ,-n 4 .
r0 SUIT TRAY CLAff f Y 4 s. / $
/
, , ,q
- p. BOLT AT GACE NOTES: .
syp, a. SHIM PLATE MAY BE FIELD FA8RICATED AND PAINTED VITH GALVAN 0X PAINT. c SHOWN ON CTH) tp. WELDS FOR SHIM PLATE TO CTH f(MBER ARE NON-SAFETY REL ATED WELOS AND NEED NOT BE INSPECTED. PLAN . t O TYPE ' A' CLAMP (TRANSVERSE / FRICTION) SH.2 0F 2
~ :
mme _ - . - , , - , _ , - - .- ,..-,--_.,--,,__y , , , - , , , ,
TUCCO INSTRUCTION TEXAS UTILITIES GENERATING CO. 'P QI-QP-ll.lO-2A, Rev. 10 Page 42 of 77
- cnas - -
0CT 2 21986 klIN. Tm ATTACEMENT 6 (Cont.) iihEN WLDED h l{A MIN e k g ikMIN* j FOR CLAPF WELOS
' A-
[ d"1{ MIN
- SEE CTH DRAWING IF NOT SHOWN ON h
f 1{ MIN THE DRAVING. VERIFY w, THE WELD SHOWN HERE a. 1} MIN CUT IF REQUIRED TO ' WCLEAR INTERFERENCE _ ljMIN HCLE FOR [d BOLT / PLAN l
. _ W'd LDED TYPE ( FIELD FABRICATED) 23 ( +{. dl .' _
.}1 MIN [ CUT CLEARIF REQUIRED TO INTERFERENCE Lo =
=
l4 p
~
. m IFILLdA E IF REQUIRED MIN. T tSEE NOTE 6) <
~
FOR 80LTED TYPE ONLY BOLTED TYPE
' NOTE:CLAt9' SIZE DIPENSIONS ARE PROVIDED FOR VERIFICATION OF FIELD FA8RICATED CLAPPS ONLY. ALL CLAPFS NOT HOT DIP GALVANIZED ARE TO BE CONSIDERED FIELD FA8RICATED.
1hMIN CUT IF REQUIRED TO CLEAR INTERFERENCES
' / '
lTm[so$ -
; 3 5P
~ - - .-
(
/
~ -
- - OtSEE CTH OWC FOR ANGLE OR CHANNEL SUPPORT PEMBERE L MAX FILLER (HOLE j [ - . , .
TRAY g "I DETAIL A H
;. ..\ SUPPORT .PEMBE,R SHIM k -
7 'l IN. THK kt *jl
'N) ~
. FOR NOTES SEE SH. 3 0F 3.
(SEE NOTE 7) ! TRAY
- GAP SEE CLAMP
- FOR BUS DUCT LENGTH OF WELD IS 1 INCH MIN 1
EDTE 5 gUPPCP.T ** FOR BUS DUCT THE I.ENGTE OF THE CLAMP MAY BE' i t 2-3/4(4,-h), THE WIDTE MT BE 3 (OR I.ARGER) ' OC -j . -i 1 0TOi (4) AND THE THICKNESS AS INDICATED FOR O WEI.DED OR BOLTED TTPES. I(ECLT c .$8" zio TYPE ' C' CL APP ( % % # l3ICTION) l
- * * **p e -w .a. .#.
...s,. g ... e e * ,
.,_.,--_-r. . . - - - , - - - - _ - . , , - - - _ - , . - , - -,,_y- .,,,,,.,_._y. __m , , _ , , , , , , , , , . , , , , , - . - _ _ , , , .,r,._ , - - ---- - , -
l TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. 'P qI-qF-11.10-2A, Rev. 10 j Page 43 of 77
.- CPSEs -
OCT 2 21966- l l ATTACEMENT 6 (Cont.)
, TRAY
- e CLAff 3 To SUIl TRAY 2
q .., s
/..
{ SHIM R.I MI SEE NOTE 1 FOR BOLTED TYPf. ONLY /g CUT FROM STANDARD TRANSVERSE TYPE j g CLAPP
, \/
%-+..f %
, ,t. ;
/
. ! Cy TRAY PLAN NOTES: __
FOR NOTES SEE SH.,3 OF 3 yggy - - 7 i CLAM 8 , SUPPORT
/
/ ,
s .- , - TYPE ' C' CL AMP l i e ( TRANSW.RSEgRICTION) ) I
1 I TUGC0 INSTRUCTION ' TEXAS UTILITIES GENERATING CO, P QI-qP-11.10-2A, Rev. 10-Page 44 of 77
- CPSE5 -
OCT 2 21986 l AITACEMENT 6 (Cont.) i NOTE 5e
- 1. SHIM PLATES May BE FIELD FA8RICATED AND PAINTED WITH GALVAN 0X PAINT.
2.14LOS FOR SHIM PLATE TO CTH rtM8ERS ARE MON-SAFETY RELATED AND NEED NOT BE INSPECTED. - l 3. ,FOR WASER ORIENTATION & DETArt_t SEE ATTACEMENT 6A. .
- 4. IRREGULAR GAPS BETWEEN TRAY CLAPF/ SHIM PLATE AND SHIM PLATE / STRUCTURAL PEMSER 1
SHALL NOT EXCEED g IN. EACH. .
- 5. TOTAL IRREGULAR GM SETWEEN TRAY-CLArff. TRAY-SHIM AND SHItt-SUPPORf SHALL
, , NOT EXCEED l fN , 1' .
- 6. FOR DIMENSION S G CTE DRAWING. IT NOT GIVEN ON DRAWING, USE DETAIL "A", SEEET
, 1 0F 3.
FILLER Ff ATEE MAT BE STACEED WITE A MAE. TEICENESS OF EAG FII1ER =4,". OPERALL TEICENESS NOT TO EXCEED 1" UNLESS OTHERWISE NOTED ON THE DRAWING.
- 7. FOR DIMENSIONS SEE CTE DRAWING. IF NOI SHOWN, SEE NOTE 12 ON ATTACEMENT 6A.
l [ . . . - - - - . . . - 2 i 1 ! TYPE ' C' CL AMD (TRANSVEASE/ FRICTION) l ( SH 3 0F 3)
- . . .- . . . . .. .. ? . . ...
TUGC0 INSTRUCTION AS UTILITIES GENERATING CO. d>. QI-QP-11.10-2A, Rev. 10 Page 45 of 77
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OCT 2 2 ....m ATIACEMENT 6 (Cont.) ; I CLAtf 1 CL Atf 2 TRAY rA . R j MIN X 13fCN l ( TYP) _!! .w Ot -{ ) e> ; 80T OF TRAY f ( + UNt,IMITED) TYP pl [ 1 7{L ._ .J FOR WELO
# RUF.R T0 f *M ,
SUPPORT d !
.p y pp y GAP U GAP (U + V)S } APPLICA8LE R- TO G AND G CLAW S OR G ANO A A CLAMPS.
CLAWS 1 AND 2 NEED NOT CE OF BE IDENTICAL. MAY O
, GAP t Z + W) S { ( TYP)
CLAtf ' SEE DET.A ,.
. CLAM .' ,.-
W *
- l 1
' ~
[E THIS DETAIL MAY BE USED WHERE TRAY BENDS. IF REQUIRED. THE VERTICAL PLATE MAY BE BENT TO FIT THE CURVATURE CF TRAY. TOP
'" NORI2ONTAL PLATE MAY ALSO BE CUT To MATCH TR AY.
~ ~
FOR 'Y" DIMENSION RE ER 70 CTH OvG. TCLERaNCE ON 'Y' DIM.IS:). IF Y' DIMEMSION IS NOT SHOWN ON THE CTH DETAIL A owc.' CLAW SHALL AT LEAST SPAN ACROSS OR I BE CONTAINED BY f.iE SUPPORT PETTER. l TYPE ' G' CLAMP I SHEET 1 0F 2
~
.~ . _ _ _
TUGCO INSTRUCTION
- UTILITIES GENERATING CO. P QI-QP-11.10-2A, Rev. 10 t
Page 46 of 77
- CPSES -
, OCT 2 21985 ATTACHMENT 6 (Cont.)
a j .. BUS DUCT y d' f OR, [ f A-30T _ RO HQ BOLT ( TYP) 1 W/ WASHER ( SEE NOTE 41 SIDE OF BUS DUCT
, X N '
{ MIN
- m / -
-- ..... i
- t < 4 . -o,
+m o
i
? n n ;
I k - - t 4 J .L. j t1 [ N /jMAX(TY.5.kCAP U 4 v y x / ( _. X
~
3 . m x
'stnuCTURAL PEMBER ['j ,
t FOR % ELDS REFER 70 CTH 014
- FRICTION / TRANSVERSE TYPE 'G' CLAMP DETAIL FOR BUS DUCT I 1
NOTES: l
- 1. TOLEMANCES FOR DIMENSIONS X. X1, X1 ALT AND Y IS : j.
FOR X. X1, (CR X1 ALT) AND Y. SEE CTH OWC.
,1. r0R PL ATE SIIE SEE CTH ORA @iG.
- 3. VERIFY EITNER X1 OR X1 ALT AS INDICATED ON CTH ORAWINC.
- 4. FOR NUfSER OF OOLTS REFER TO CTH DWC. PLATE M4,Y SE ATTACHED BY ANY NutSER OF BOLTS VITH A MINIK.!M OF TWC.
TYPE 'C' CL AP9 SHEET 2 0F 2 1 l . . . . . . . . . _ . . . . . . . . . . . . .
TUGC0 INSTRUCTION . AS UTILITIES GENERATING CO. P QI P-11 , Rev. 10
- CPSES -
,g 4,, =3 h..
wo ATTACHMENT 6 (Cont.) t Al ANGLE TYPE 801.TED TO SUPPORT ff.PSER. l ANGLE tSEE CTH DW,2 X VASHER N. j ' CR *4 RD HD 80LT R TRAY 24 IN. XI e XI ( 307) W/ WASHER AND UP ( AL Tl Y * { *f 80LT (HS) RIFY PREN NCE , ;. W/VASHER TRAY x _ [_ , d-T """ E f 9 L ( ANGLE) LSUPPORT pet 1BER Y
-G ( SEE CTH DWC
' FOR ANGLE AND CHANNEL SECTION)
( El ANGLE TYPE WELDED 70 SUFFORT f(PSER. i ANGLE (SEE CTH DWG _ X AND NOTE 13 VASHER P.- { ' OR j 'h RD HD BOL7 R TRAY 24 IN. X1 r XI _ w AND UP (A307) W/WASHEA p. VERIFY PRESENCE tALT) ' d TRAY x *L m,s. mum
~
l b SdPPORT MEMEE.~. FOR WELOS REFER TO M \ SUPPORT ttPEER CTH ORAWINGS. NOTE: CLMP t%Y BE ANGLE (AS CE:ICTEG AECVE) OR PLATE. O l ONE BOLT CLAtf CONFICURATIONS SHEET 1 OF 3
TUCCO INSTRUCTION AS UTILITIES GENERATING CO. 'P - QI-QP-11.10-2A, Rev. 10 Page 48 of 77
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OCT 2 21986 ATTACHMENT 6 (Cont.) ORj*4A-307 f'0 (HD 80.T WVASHER 8DU _ 'K) . XgALT G p -
--r Q -
.E I ANCLE OR CHMNEL (SEE CTH DVC)
SUPPORT VDtER (FOR ORIENTATION SEE CTH OWG) FOR WLDS SEE CTH DVG ONE BOLT CLAff DETAIL FOR BUS DUCT G ONE BOLT CL Alf CONFIGURATIONS
. SHEET 2 OF 5
TUGC0 INSTRUCTION UTILITIES GENERATING CO. P qt-qF-11.10-2A, Rev. 10 Page 49 of 77
- CPsts -
QCT 22 B86 i l l ATTACEMENT 6 (Cont.) l NOTES:
- 1. ANGLE OR PLATE MAY BE SENT TO FIT THE CURVATURE OF THE Tray.
~
- 2. ANGLE THICKER THAN SBolRT ON CTE DEAWING IS ACCEPTABLE, ER 3/8" THICE ANGLE, 1lEICENESS TOLERANCE TO E i 1/16".
- 3. FOR X.
X1 Ok Al ALT AND Y DIPENSIONS REF{R TO CTH ORA ING. THE MEASUREPENT g'. TOLERANCE FOR THE A80VE DIPENSIONS IS :
- k
- 4. VERIFT EITIER X1 OR XI ALTERNATE AS' INDICATED ON CTH ORAVINGS.
- 5. 01 IFISYCONTAINED DIMENSION WITHINIS TE NOI SUPPORT 5E0541 MEMBER. ON CTE DRAWING VERIFT T '
, POR BUS DUCT 17 T DIMENSIWS IS NOT SHOWN DRAWING. ON TEE DRAWINGS, WKLD VERIFICATION WILL SUTTICE, IF WELD IS P f 4. ANGLE MAY BE TURNED UNDER THE TRAY. *
- 7. THE A80VE CLAPP TYPES CAN SE INSTALLED ON FLANGES OR )ESS OF STRUCT BUILT UP POSERS. PLATES OR WALLS AND FLOORS AS APPLICA8L ORAWINGS.
- I
- 8. FOR BOLTED CLAMP OVEIEANG, SEIN PLATE, GAFS AND WASEERS ACCEPTABILITT ORIENTATION AMD OIEgg tmern . R NOTES SEE.A.TIACEMENT 6A..
S.SHALL THE HAVE LEG A TOLERANCE OINENSIONS OF : . OF ANGLES { CUT FROM LARC I 10. UELD/ BEVEL IF USED, CAN BE EITEER SIDE OF FLATE. l IF NO UNWELDED BEYCL IS PRESENT IN TEE WELD ARCA. FILLET WC i I I
- DNE BOLT CLAPF CONFICURATIONS SHEET 3 0F 3 f
f .
. - - . . . _ . .. .... . . . . . y .. _ . . . . . . . . - . . . . . . . . . . . . . . - . .
- - . r---, - . , ,,, ,,..n_n,,,-.,_
, - - , . . , , _ , . - - , ,_.,.-,-,,_,,.,..-..nn. _ _ _ - .,._ _-----_ _ -..-...___ ,_ _ _ _.
l TUGC0 INSTRUCTION UTILITIES GENERATING CO. QI-QP-11.10-2A, Rev. 10 ; Page 50 of 77
)
OCT 2 : "JG 1 ATTACHMENT 6 (Cont.) t I. PLATE TYPE ( WELDED TO SUPPORT rTM8ER) (SEE CTH TRAY h! DWC' g
-[$
- x !
a; ( 2-j '( .RD HD BOLTS ~ x x W M $ i .-- ( A307 V/ WASHER) fE ,Y
- l l*
) WASHER P.FOR 24 f 9 ,.....j a WIDER TRAY-VERIFY ~~~
X , PRESENCE V [ FOR WELD SEE NOTE 3 AND CTH OWG. Y
\ SLIPPORT esER SUPPORT ffr6ER IL ANCLE TYPE ( 80LTED TO SUPPORT titSER)
O ANGLE (SEE CTH OWCl TRAY g(ppRDHD80LTS e A-307) V/ WASHER g x U X X SUPPORT ENER 9 E" $ Y ~ OR WALL fWASHERI. ; 3__ , ' ' ' FOR TRAY 4& a 1r YERIFY PR SENC .
., 7 4
l. SUPPORT PftSER 1 M EL l
, _SEE CTH DWCS l mens ! E (O Y l_ G
~
tSEE CTH 0 RAVING FOR CHANNEL & ANGLE SECTIONS) III. ANGLE TYPE tWELDED TO SUPPORT rittER) ' w pp A0 HD 80LTS
, ANGLE (SE, CTH DWG)-
. T I TRAY G (A-307)V/VASHER g
g x FOR 'X', 'X*, ANO
- Y' DrgNsgo,Ns OR Types e 2, , , II ANo eggr, 4
- X X REFER To CTH DWC AND
.._ F dWASHER N.
TRAY 24 & F Ej.9 M T0LERANCE PER NOTE 2. IF ' Y' DIPCNSION IS NOT 4 2 V IFY PREST *NC . x SHOWN ON DVO. VERIFY E II
* ' ' THAT CLAPF Pf reER SPt.45 ACROSS OR IS CONTAIN!!
FOR WELD SEE NOTg 3 VITh!N THE SUPPOR-
, AND CTH DVG. Pf?SE R. VERIFY EITHER O. TWO BOLT CLAMP CONFIGURATIONS 1
# gypponi MMBER OR X ALTERNATE AS OICAT 0 CN CTH DVC.
SHEET 1 0,F 3
- - - - y -- . . _ . - - - - - , , - - - - - _ , _ . , ,_-,-------,.g. - , , . - - . - - - . - - , - - - - , -
l l TUCCO INSTRUCTION UTILITIES GENERATING CO. .p QI-QP-11.10-2A, Rev. 10 Page 51 of 77
- crsts -
OCT 2 2 :::3 ATTACHMENT 6 (Cont.) h' ( OR j 'd A-307 aus DUCT h0 HO 80.T W/VASHER (TYP) I I g ALTERNATE
; * , TWO SOLT y CONFIGURATION
'-y,
\
*N 4
'O, _
'~'
I p. m I ., ANCl.E OR CHANNEL t SEE CTH OW,1 SUPPQMT POSEM (FOR ORIENTATION SEE CTH OWG) FOR WELDS SEE CTH DVG TWO BOLT CLAff DETAIL FOR BUS DUCT 9 l O Two sotr et=, co ricuaarrous SMEET 2 0F 3
,., --. . _ . . . . . .._ . -__, , _ _ _ . _ . . _ . . _.,s, . _ . _ , . . _ . , - _ . . - - . _ . . . . , _ _ _ _ _ _ - - . , - . _ , . . . , _ , , _ -
l 4 TUGCO INSTRUCTION ! TEXAS UTILITIES GENERATING CO. P QI-QP-11.10-2A, Rev. 10 Page 52 of 77 was-OCT 2 21986 i ATIACIDENT 6 (Cont.) i NOTES: l 1. THE PLATE OR ANGLE MAY BE SENT TO FIT THE CURVATURE OF THE TRAY. i t
- 2. FIELD MEASUREMElrI TOLERANCE FOR DIMENSION MAREED 'I',
'11',11 ALT' or 'T' IS + 1/8".
1 .
- 3. WELU/SEVEL IF USED. CAN BE EITHER SIDE OF PLATE. FILLET WLD IS ACCEPTA5LE IF j ~~
NO UNWELCED BEVEL IS PRESENT IN THE WELO AREA. j ) A. ANGLE TRICEEE THAN SHOWN ON CTE DRAWING IS ACCEPTABI.E. FOR 3/8 THICK ANGI.E, THICENESS TOLERANCE TO BE + 1/16. ! 1
- 5. FOR BOLTED CLAMP 07EREANC, SEIN PLATE, GAPS AND WASEEIS ACCEPTABILITT DETAILS, i ORIENTATION AND OTHEg r.wirraat NOIES SEE ATIACEtETI 6A.
} 5. MGLE. MAY BE TURNED UNDER THE TRAY. i T. A80VE CLArf TYPES CAN BE INSTALLED ON PLANGES OR WESS OF STRUCTURi l SUILT UP MFSERS. PLATES OR WALLS AND PLOORS As APPLICA8LE AND SHOW ORAWINGS. t -
~
j 4. THE 94ALLLEC HAVEDIPTNSIONS A TOLEMANCE OF OF2 j.ANCLES CUT FRON LARGER SIZE AND USED AS CAR 1 l 1 l . . I i . l TWO BOL T CLMf CONFICURATIONS SMEE7 3 0F 2 ; i
- O .
i j I . d
TUGC0 INSTRUCTION EXAS UTILITIES GENERATING CO. - P QI-QP-11.10-2A, Rev. 10 Page 53 of 77
- cnss -
OCT 2 21985 1 l l l ATTACHMENT 6 (Cont) A) PLATE TYPE t WLDED TO A SUPPORT MPSER). X TRAY t t' 4 Ro _ _ x _ x HD BOLTS (NOTE 33 _( NOTE 3) T ( A307 V/ WASHER) (SEECTH],f.. (SEE CTH OWC 1 4 ) l l l l ORAVING)4 ' h* * - - - .wp.g.<p.qp.. 4 ' h- x l
- t:._.., '
fttF I P"" i i ' X(NOTE 3)-
. X(NOTE 3)
O
- SUPPORT MMER -
Y SUPPORT MPSER
. FOR VELD SEE NOTE S AND CTH ORAWINGS.
8 LTS I (h-3071 VrMR
~
~
( SEE CTH OvG'. - X X ( NOTE. (NOTE
- 3) 31 x- -
x - j u (NOTE 3) l ( NOTE 31 , "* X _ , ,) , _ , _ , ) ,
, ., _ . . . _ . _ . ,- u. i
, .h.-.-.p<.
== ,, 1 - i <'
"fMOTE 3) XINOTE 3)-
E SUPPCRT 4 4ER X( NOTE 3) Y Y t j --*] _ SUPPORT MetEA O MJLTI BOLT CL A@ CONFICURATIONS SW.ET 1 0F 5 - l i
- . .. . .. - - l l
TUGC0 INSTRUCTION UTILITIES GENERATING CO. P 'QI-QP-11.10-2A, Rev. 10 Page 54 of 77
- CPSES -
OCT 2 21986 s ATTACHMENT 6 (Cont) I ANGLE TYPE ( BOLTED TO SUPPORT PCMSER). X , t f $ ito HD 80LT X
~ -x (SEE CTH ER) (NOTE 3 I g ,, lNE C D (NOTEp)
+ +.
m . , c TRAY -
. . <>. . .qh . q >. .
~
'"+ p. .I 4 4.p. E t i i o XI NOTE 3)-
0 X(NOTE 31-1 4-SEE CTH DWG (TYP) (I480LT ( HS) & WASHER X , X (NOTE Q _, X (NOTE 3)
,-X (NOTE 3)
IM T 4. I I-X (NOTE 3)
."t P W'actT Hs-1 Cs SUPPORT MEMi!ER
- SEE CTH ORAWIN05 FOR G DIMENSION FOR ANGLE #C CHANNEL SUPPORT fitfERS. .
=>
O 'o c'"+ SHEET 2 0F 5 co"cu"arroas 9 j , . ..
TUGC0 DISTRUCTIch EXAS UTILITIES GENERATING CO. V QI-qP-11.10-2A, Rev. 10 Page 55 of 77
- cPsss -
OCT 2 21986 ATTAcamrr 6 (cone) s ( C) ANCLE TYPE ( WELDED 70 SUPPORT Pt[PBERI . _ X . t V 4 Ro \ x \
- HD SQLTS x
( A307 W/ WASHER) ( NOTE ( NOTE
, ...., ( SEE CTH OWGI I -
33 ' 3' I 4 AHCLE 4 . *,(. . . i
.yp ,e .i . . ,ip.
ISEE CTH DWG) TRAY q $- u x a d ' l 4, +.
. . . . . . .I 4444 l
4 l . I i n I O i X(NOTE 3)- X(NOTE 3)- j y $ SUPPORT PtDtER
- a---=
SUPPORT POSER
- X FOR SELD DETAILS SEE CTH OWO X I X
( NOTE (NOTE 3) _3) } l a 3 ;
.y>.-._.ip.
o x -
.q>.-.-.qs.
. + . ._. . ._ . p . 1 i i 1 X(NOTE 31-1 XI NOTE 3) -
men O MJL TI BOLT CL A>9 CONFICURATIONE SE ET 3 0F 5 _ - - . _ - - . . _ - - . _ _ . _ _ _ . - _ - ~ _ . . _ _ _ -
TUCCO INSTRUCTION g>- QI-QP-11.10-2A, Rev. 10 9EXAS UTILITIES GENERATING CO. Page 56 of 77
- CPsts -
OCT 2 21986 ATTACIDENT 6 (Cont) f I o' OR 'd A-307 guS OUCT
, Ib(HD 50[.7 W/VASHER FOR NUPSER & ORIENTATION OF 80LTS REFER TO CTH ORAVING i
- 2. .3. -
\
\/
~ ;
/ . .H. M. . >.- ,y I "
- i ANC'.E. OR CHANNEL f SEE CTH DVCl SUPPORT POSER (FOR ORIENTATION SEE CTH OWG)
, FOR 14LOS SEE CTH DVG ,
i i i MULTI-GOLT CLAPP DETAIL FOR BUS DUCT l l } l
\
O x.11- otr etare courreunarrous SHEET 4 0F 5
- - - _ - . . - . . - . - . - _ - - - - - - . __.---.l
i r TUCCO INSTRUCTION i j UTILITIES GENERATING CO. d> F 1[7,2A. Rev. 10 i Cessa > 007 22 586 l - AITACEMENT 6 (Cont) , ! NOTES: 4 i
- 1. ANGLE OR PLATE MY BE SENT TO FIT THE CURVATURE OF THE Tray. -
j
- 2. FIELD MEAGUREENT T0LERANCE FOR DIENSION MARKED 'X' AND ' Y' IS * {.
FOR X AND Y DIENSION REFER 70 CTH DWG.
- 3. MASURE BOLT / HOLE CLOSEST TO THE EDCES ONLY.
] 4. i IF DIffNSION Y IS NOT SHOWN ON THE CTH ORAWING YERIFY THAT CLM9 ffMSER SPM48 ACROS$ OR IS CONTAINED WITHIN THE SUPPORT MPSER. , j
- 5. ANGLE TEICEIR TRAN $50WN ON TEE CTE DRAWING IS ACCIFTABLE, F6R 3/8 TEICE AW3LE, Ti
! TEICENESS TOLERANCE TO BE + 1/16. 4.-ANGLE MAY BE TURNED UNDER THE TRAY. l
- 7. THE A50VE CLAff TYPES CAN BE INSTALLED ON FLANCES OR WEBS OF STRUCTURAL MEPSERS, SUILT ORAWINGS. UP MEPSERS. PLATES OR WALLS AND PLOORS AS APPLICAGLE AND AS 940ied ON CT '
- 8. FOR 80LTED CLAMP OVERHANC SHIM PLATE. GeRS Ald0 W5SHERS ACCEPTA4ILITY DETAILS; i ORIENTATION AND OTHER GENERAL NOTES SEE ATTACEMENT 6A. I 1
{ S. WLD SEVEL. SEVEL NO UNWLDEO IF USED. CAN BCIN IS PRESENT EITHER SIDE OF PLATE. FILLET WLO IS ACCEPTAOLE .IF l W,LO AREA. 1 10. THE SOLT PATTERN AND NUPSER OF SOLTS SHOW IN THIS ATTACHttNT ARE ONLY EX 1 OF POSSIBLE CONFIGURATIONS IN THE FIELO. FOR ACTUAL QONFIGURATION REFER TO TH I CTH DRAWING REGAROLESS OF CONFIGURATION. VERIFY 8pa7 THE DIMENSIONS INDICATED IN THIS ATTACHMENT iA4ERE X IS THE OIttNSION SETWEEN EACH EOCE AND THE BOLT CLORST TO THAT EDGE. j 11.SHALL THE HAVELECA TOLERANCE DIPENSIONS OF 2 . OF ANCLES) CUT FROM LARGER S . , 1 1 l i I . 1 1 i MJLTI BOLT ctM9 CONFICURATIONS SPEET S OF S I i l
- TUCCO INSTRUCTION UTILITIES GENERATING CO. p QI-qF-11.10-2A, Rak. 10 Page 58 of 77
- Cesss -
l OCT 2 2 586 l 14 , ATTACm0DIT 6A g,j CUT 17 ==== - CUT IF M - t HOLE nroo - ~ 1.0VERHMC DIMENSIONS SHOWN ON TH DWC. HAS FIELO ttASURE TOLERANCE OF 2 .
-}j' E 80LT FOR
- 2. WELD 5 FOR SHIM PLATE TO CTH JfteER ARE
, ,IDENTI @ ,F,ER,AITACEMENT 6, NOTE 47- ,_
*} l
% 3. SHIM PLATE THICKNESS SHOWN ON CTH OWC.
REF TA8LE IF NOT SHOWN AC MAX, OR MIN TOLERANCE ON l
- THICKNESS IS 2 3 r. 1 d HOLE ,
MIN 4. FIELD PTASUREMENT TOLERANCES FOR DISTANCES BEVEL VASHER oF PERIPHERAL 5 LT/HRES F ON EOCES OF i FL AT VASHER PLATES / ANGLES ARE To SE 2 . 80LT HOLES CLOSEST TO THE EDGES ONLY ED TO RE MEASURED. T R
, g ( 0[ FOR THOSE DISTANCES REFER TO CTH OWC.
{ g 5. FIELD ffASUREPENT OF GACE DISTANCES FOR l ~~ AN 1 I '. 2)GLE FOR USED GACE. REFER,TO IN CLAW CTH HAVE OWG.A TOLERANCE, of l , g Id 4 LIRREGULAR CAP SHIM TO AN4LE/ SHIM 70 g-I gg STRUCTURAL MDSER 70 SE % MAX EACH. T.FOR IRREGULAR CAPS SETWEEN TRAY AND CLAff I' AE 12-CREATER THAN d USE WASHER PLATEt5). i 15
$ li 8.FOR TRAY CONNECT'ONS AT TRAY SPLICES. NUTS WITH SUILT-IN VAhMERS ARE ACCEPTABLE WITH DA WITHOUT THE USE OF STANDARD WASHER.
N IS NOT ON CTH DWC. REFER TNA PP INTERFACE SETVEEN CLAff S.h k WA6HER AND CHANNEL i ' AN IRREGULAR GAP OF k(MAX) . SUPPOR7 SUPPORT PEP 4ER FOR SHIM PLATE MOSER DIP (NSION REF ggggggggg gap TO CTH OWC . - - 47 yggs ggyggracg (SEE NOTE 9) I H 'Y g g mx3 CUT N p TRAY TRAY N* BOLT THAU TRAY CLAff
" CAPI (PLATE OR **~*
807 0F SUPT (PLATE OR " gsq3 McLE) TRAT-E '... cap {
~
< i y .-' ' " *
- n-i g 1
( TOP 0F STRUCTURAL O TO { PTMSER OF SHIM OR TOP 50T OF TRAY [ O _ 0( -4, 4 ) GENERAL NOTES, TOLERANCES AND DETAILS FOR CL AMP 5
- SHEET 1 0F 5 l
-- . - - _ _ - . . _ - _ =- - - _ . - - - - _ . .- -
TUCC0 USTRUCTION EXAS UTILITIES GENERATING CO. QI-qF-11.10-2A Rev. 10 Fase 39 of 77
"~ -
OCT 2 21986 ATTACRINT 6A (Cont) c
- 10. AS SECWN IN ATTAcfamWT 6 A 'SEIM FMTE' SEALL BE CONSIDERED AS & FuTE WEICE SEIMS A GAP BETWIIN BOTE M CuMP THE TRAY AND THE SUFFORT, OR SEIN A GAP BETWEEN TIE TRAT AND TE5 SUFFORT MIMBER. WEILE A ' TILLER FIATE' SMALL BE CONSIDERED AS A FIATE WEICE FILLS A GAP BETWEEN THE CLAMF AND THE SUFFORT OR SEIN. A 'WASMER FIATE' SEALL BE CONSIDERED AS A FIATE WEICE REDUCES TEE GAP BETWIIN TEE MATING SURFACES OF TEE CLAMF AND TRAY.
- 11. FOR SUS DUCT CM MFS, A FILLIE FLATE MAY BE INSTALLED BETWEEN T E CLAMF AND THE
. SUFFORT MEffarm. TEE FTLLER FIATE DOES NOT 00 UNDERNIATE THE 805 DUCT. TIE FILLER FLATE MAT ALSO BE CALLED 'SEIN FLATE' ON TEE CTE DRAWING. IT IS CUT TO SUIT WITH ,
THE TOL2RANCES ON THE WIDTE AS INDICATED IN NOTE 12, AND LIMITS ON ITS LENGTE AS FOLLOWS:
- o. ;
. 070j . . o.
BUS Ouc sus Du:T o ) ( MINI FD.t.ER R ( TYP) \ t _ fp l ( . c To & L( I L l TYP) $@POR7 STEEL I
- FCA NAX THICKNESS AEFER TO CTH ORAVINC GENERAL NOTES. TOLERANCES AND DETAILS FOR CLAMPS SHEET 2 0F 3 l
- l
TUGC0 INSTRUCTION . QI-QP-11.10-2A, Rev. 10 CEXAS UTILITIES GENERATING CO. Page 60 of 77 V )
~ CPSES -
OCT 2 21986 ATTACIDENT 6A (Cont) S
- 12. WIDTH OF THE SHIMS (01 FILLERS FOR BUS DUCT' ) BETWEEN THE BOLTED CIAMPS AND THE SU MEMBER IS AS SHOWN ON CTR DRAWINCS. 17 NOI SPECIFICALLY DETAILED ON THE CTR DRAWING THE FOLLOWING SHALL APPLY:
50LY/ MOLE ' AS IN CLAff T z sk . { 5 (y 7.. . i oo 16 IF CUT TO CLEAR , IN TERFERENCES FIELO CUT TO "T DETAIL A 13.FCR SUS DUCT CLAMP. WEN THE SHIM PLATE IS INSTALLE0 SELOV 80TH THE CLAff ANO THE BUS 00CT. THE LIMITATIONS ARE AG $HCVN BELOWS { i 0To} - aus DUCT "- sus DUC' g 0 701 -d
' SHIM ,
- y To I e { (MIN) FILLER R.
( TYP) , SHIM g g ( k ( 1% 0T0i _ 0To} OTO{ , I SUPPORT STEEL FOR THICKNESS
$I
= F0P. MAX THICKNESS REFER TO CTH DRAVING 0f7HDVGtTYP)
- 14. SHIMS OR FTLLER FLATES OF DIFTERENT THICKNESS MAY BE COMBINED TO REACH 'MAE' THICKNESS FOR ALL ATTAQOENT 6 DETAILS. MIN. THICENESS OF SHIMS OR FILLER FIATES ARE TO BE 1/16"
~
- 15. PLATE VATHERS MAY BE COMBINEO VITH FLAT OR 5EVEL WA!HERS. NO MORE THAN TWO O VASHEAS SMALL BE STACKED. VMEN A FLAT & BEVE'. VATHED ARE STACKED. EITHER ORDEA 0F STACKING IS ACCEP's,8LE. FLAT VASnER; Maf SE INSTAi LED UNCER EITHE; THE HEAD OF THE SOLT ANO *HE NUT OR SOTH. ,
CENERAL NOTES. 70LEN ANCES AND DETAILS FOR CL AMPS MET 3 0F 5 i
TUCCO INSTRUCTION EXAS UTILITIES GENERATING CO. P QI-qP-11.10-2A, Rev. 10 Page 61 of 77
- cPsts -
OCT 2 2 586 l AITACEGNT 7 -
- 1. Any exceptions to this attachment will be individually drawn on the CTE drawing.
- 2. Clamps (except type C) shall be inspected by viewing the clamp from the outside of the tray.
- 3. orientation of members supporting clamps shall be determined by the CTH drawing plan or elevation view. Structural member 1 orientation given as part of clamp details is pictorial only and not a required for orientation of the structural member.
- 4. When clamps are mounted on symmetrical support members (esample 1 and 2), all clamp dimensions may be as shown. .,
A N .$ h O O O O j 'o O Wd .
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- 5. Dimensions used to locate clamps en non-syummetrical structural members shall be taken from the heel of the member, (examples 3.
4, and 5). O O .A O O g u
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- A EX AMPLE 5 EXAMPLE .
! EX AMPLE 3 l
TUGC0 INSTRUCTION p 1 , Rev. 10 UTILITIES GENERATING CO. P
- cPsts -
OCT 2 21986 ATTACMMENT 7 (Cont)
, 6) Een clamps are mounted on non-syummetrical support members the clamp ;
! dimensions provided on the CTE drawing shall be taken as shown on Example 6. l "T ._ ,p _. Y v A g e ll . l Y ==- p II, l -e-'[ i i 11 l Il l . 'I l gl44/.E l
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TUCC0 INSTRUCTION P QI-qF-11.10-2A. Rev. 10 WXAS UTILITIES GENERATING CO. Page 63 of 77
- cross -
l OCT 221986 i ,1 ) ATTAcmatWT a i 4 . 1 L 6:4:3/4 . p cass.2 runs w/cTu- m
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- Page 65 of 77 j
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1 OCT ti 1986 . A2TACEMINT 9 (Cont)
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TUGC0 INSTRUCTION TEXA8 UTILITIES GENERATING CO. P qt-qr-11.10-2A,Aav. 10 - y,,,g7 ,g 77 ' _ ens - - OCT 22 m 1 , 1 ATTAcunINT 9 (Cont)
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d 9 TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. gpp- QI-QP-11.10-2A. Rev. 10 Page 69 of 77
- cesas -
OCT 2 21986 ' ATTACIDENT 9_ (Cont) s.
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i TUGCO INSTRUCTION TEXAS UTILITIES GENERATING CO.
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QI-qP-11.10-2A, Rev. 10 Page 70 of 77
- crsas -
OCT 2 21986 ATTACEMENT 9 (Cont)
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TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. .e QI-QP-11.10-2A, Rev. 10 l Page 71 of 77 l
- CPSEs -
OCT 221986 ATTACBENT 9 (Cont) , A
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TUGCO INSTRUCTION TEXAS UTILITIES GENERATING CO. (>- QI-QP-11.10-2A, Rev. 10 I P 72 d 77 I - CPSES - OCT 2 21986 ATTACHMENT 9 (Cont) l 4 -
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