ML20236J460

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Rev 3 to Procedure SAG.CP19, Design Criteria & Procedures for Design Verification of Cable Tray Clamps for Comanche Peak Steam Electric Station Units 1 & 2
ML20236J460
Person / Time
Site: Comanche Peak  Luminant icon.png
Issue date: 06/16/1987
From: Gorozdi L, Hettinger F, Veikos J
EBASCO SERVICES, INC.
To:
Shared Package
ML20236J341 List:
References
SAG.CP19, NUDOCS 8708060180
Download: ML20236J460 (60)
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{{#Wiki_filter:* i e SAG.CP19 rnU i EBASCO SERVICES INCORPORATED DESIGN' CRITER$A AND PROCEDURES FOR l UESIGN VERIFICATION OF CABLE TRAY CLAMPS FOR COMANCliE PEAK STEAM ELECTRIC STATION UNITS 1 & 2 l l l 1 1 p l i PREPARED i KEVIEWED i APPROVED 1 1 FAGE l j i l REVISION l BY I BY l BY l DATE-l AffECTED I ~ l I i l l l l l R0 l J Veikos lf Hettinger l R Alexandru l 11/17/86 l l l l L Gorozdi l i l l l l I I I I I l 1 I i 1 I I I l l R1 l J Velkos l l l l l l l L Gorozdi IF 11ettinger l R Alexsodru l 1/15/07 l 1,3,4,5 1 I I I I I I i l 1 I I I I i 1 l R2 l J Veikos l l l l l l l L Gorozdi lF liettinger l R Alexandru l 4/30/87 l 1,3,4 l l 1 1 I I I I l R3 I Vi l i l IPages i to 91 l L Gorozdi F Hettinger l R Alex ndru 6/M/87 l Tables I l 1-g g dlI l I I I and II, I I l l l l D l Appendix B l l l l l l l and C, 1 I i i l l I Fig i addedl l I I I I I I P /% A ) EBASCO SERVICES INCORPORATED 2 World Trade Center New York, NY 10048 1590R

e TABIE OF CONTEf1TS Y 1,0 INTRODUCTION l 2.0 SCOPE 1 3.0 REFERENCE DOCUMENTS 1 l l 4.0 TEST DATA 2 l 1 5.0 CLAliP LOAD ALLOWABLES 2 l 1 6.0 CLA!4P DESIGN VERIFICATION PROCEDURE USING EQU1 VALENT 3 1 l STATIC METHOU lR3 l 1 7.0 CLAMP DESIGN VERIFICAT1011 PROCCDURE USING RESPONSE 7 i l SPECTRA MET 110D l j i 8.0 SUITABILITY OF CAULE TRAY CLAMPS SUBJECTED TO CYCLIC LOADS 8 l l J 9.0 ALTERNATE APPROACH 9 I ) l . FIGURE 1 l APPENDICES i l APPENDIX A Al-A3 I I ( Clamp Allowables and List of Lower Bound Equivalent Clamps APPE!1 DIX B Dl-Dil Monotonic Interaction Curves for Transverse and Longitudinal Clamps APPDID1X C Cl-CB !!onotonic and Cyclic interaction Curves APPD1 DIX D D1-D21 Clamp Type identification Drawings -i-1590R

i ) i l'. 0 INTRODUCTION f This document provides the seismic' design verification criteria and { G i ( procedures for cable tray clamps, used in the Comanche Peak Steam Electric Station. The tested clamp types are the most commonly used types and represent the lower bound strength for either the transverse or longitudinal clamps. A list showing the lvwer bound equivalent for every type of clamp used in CPSES is indicated in Appendix A, Table Ill. In the event that the exact type of clamp is unknown, the lower bound 1 i transverse or longitudinal clamp shall be considered for the clamp design IR3 verification effort. l This document is developed based on monotonic and cyclic laboratory test results of Cable Tray Clamps performed as indicated in the Reference Document section below. 2.0 SCOPE This project instruction is applicable to Seismic Category I Cable Tray Systems of the Comanche Peak Steam Electric Station (CPSES). 3.0 REFERENCE DOCUllENTS l The following lists the applicable documents including the codes and regulatory guides. \\ .'v 3.1 Applicable Codes, Regulatory Guides and Related Documents I o ASME, Boiler and Pressure Vessel Code, Section III, Sub- ) section NF. ] o Regulatory Guide 1.29 - Seismic Design Classification, Rev. 3, September 1978. o AISC - !!anual of Steel Construction, 7th Edition including Supplements No. 1, 2 and 3. o Ebasco Calculation Volume I Book No. 21, entitled "CTH Clamps Qualification Methodology Development". o Ebasco Cable Tray llanger Seismic Design Criteria for CPSES Unit 1 Rev. 5 and for Unit 2 Rev. 8, and CPSES Units 1 and 2 CTH General Instructions Rev. 8. l R3 3.2 Test Reports o Report on Monotonic and Cyclic Tests for Cable Tray Clamps for CPSES, dated July 13, 1986, conducted by Corporate Consulting and Development Company Ltd (CCL). Report on !!onotonic and Cyclic Tests for Cable Tray Clamps for o CPSES, dated June 27, 1986, conducted by CCL. 1 1590R ~

l 4.0 TEST DATA I 4.1 fionotonic Tests i 1 (/"N) The qualification criteria for cable tray clamps is based on '~' monotonic test results, performed on selected sets of clamps (for l clamp type identification see Appendix D) which include the ~ following: 4.1.1 Transverse Clamps Type A, 4" and 6" high ) Transverse Clamps Type G, 4" and 6" high j Transverse Clamps Type C l 4.1.2 Longitudinal Clamps Type B, D, J, N and P. 4.2 Cyclic Tests l The qualification criteria is also based on cyclic test results, performed on selected sets of clamps, to determine their suita-bility to withstand seismic loadings. The following type of I cicmps were subjected to cyclic loadings: 4.2.1 Transverse Clamps Type A, C and G ) I 4.2.2 Longitudinal Clamps Type B, D and J ) 1 5.0 CLM1P LOAD ALLOllABLES 5.1 Methodology /~% 6 ) ('] Clamp load allowables have been obtained using the ASME Boiler and 4 Pressure Vessel Code, Section 111 " Load Rating" procedure, i described in Subsection NF Article NF-3280. l l Since precise yield loads (TLy) cannot br defined from the l available tests, an alternate load rating method is used to I establish load rating for clamps at the SSE level, as allowed by IR3 the ASME Boiler and Vessel Code. l l l 1 The alternate load rating method is based on ultimate loads (TLu), which are readily aveilable from tests. This alternate method is described in detail under Article NF-3282.4 of the ASME-Code. l The back-up calculations and the development of load carrying capscities of clamps are contained in

  • ie calculation Book No. 21, Volume I as j

referenced in paragraph 3.1. ,s ik 2 1590R

5.2 Equation to Determine SSE Allowables l 1 The following equ'ation shall be used in order to determine I j allowable clamp loads for the SSE level: 1 ( l b 5.2.1 Emergency Condition (SSE Level + Temp.) lR3 I ,TLu l p all 2 l I t Where TLu = ultimate capacity test load i 1 1 l Safety factor 2 is based on ASME Code, as described in l j paragraph 5.1 above. l l For clamp allowables see Table 1 in Appendix A. Note: Thermal loads do not need to be explicitly included in any design verification calculations since they are generically considered elsewhere. (See CTH General Instructions - l Section 11.F). Ihus, any instructions in this document l l regarding thermal loads may be ignored. 1 i 5.3 Use of Interaction curves to Qualify Clamps I Based on the failure test results, in which combinations of vertical, transverse and longitudinal loading was applied simultaneously on clamps, allowable interaction curves are developed to verify cable tray clamps load carrying capacity L subjected to seismic loads. ) 6.0 CLNIP DESIGN VERIFICATION FROCEDURE USING EQUIVALENT STATIC METil0D (ESM) l 1 6.1 Transverse Clamps Type A, G and C IR3 I 6.1.1 This verification procedure requires knowledge of l components Pot, Py and Pg. For load definitions of l Pot, Py and P g, see CPSES CTH General Instructions, i sheet 23. 6.1.2 Obtain absolute maximum loads (V, T ) on clamps in a a the vertical and transverse directions in accordance with the Ebasco Cable Tray llanger Seismic Design Criteria l loading combinations at the SSE level (or OBE if larger) and lR3 Section 6.1.4 below. I O 3 1590R _______._-___.____--____--_J

6.1.3 Tha connectivity'batween the tray and tha trensvarse hanger tier in the longitudinal' direction, as described I in Attachment Z of the Cable Tray Hanger General Instruc- -I tions, is attributed mainly to the friction between the j tray and the Cable Tray Hanger tier. Consequently 1 i the transverse clamps are-not engaged.in transferring any loads in the longitudinal direction during a seismic event. I 1 6.1.4 In order to consider the effect of both forces-and moments I applied by the: tray to the. clamp, all moments shall be l ) converted to f orce couples as follows. See Figure I for IR3 tray; coordinate system. For one clamp:- 1 l F M IV,= j + where M =lT* y g T " lFz! a h height of tray R3 = w width of tray 1 = l Thus for two clamps: 1 1 h*T l a v F + a x w l-l -l'= O 6,. 5 Use the following interaction formula for the clamp lR3 design verification: l I I i l v T l I f +f \\ Emergency 1 Condition s s where: V and T are the actual maximum loads on clamps (two claraps) ain the vertical and transverse direction as l a obtained in 6.1.4 above, for SSE level (or OBE if-lR3 4 larger). I I I I O 4 1590R

V and f are the equivalent allowable loads (for two 3 n clamps) at the SSis level. Obtain V and T on the basis of Table 1, Appendix A. IR3 3 s 6.1.6 Note that clamp allowables are given for "a pair" of clamps, not f or individual clamps. Dead loads plus downward seismic loads are resisted by j cable tray hanger tier, while dead load minus upward l seismic loads as well as transverse loads are resisted by clamps (Type A, G & C). i l 6.2 Longitudinal Clamps Type B, D, J, H a nd P

6. 2.1 This verification procedure requires the knowledge of l

components Pot, P, Pg and PL as defined in CPSES l y General Instructions, Sheets 24 and 24.1. Obtain IR3 absolute maximum loads (V, T ) on clamps in I a a the vertical and transverse directions, as indicated under I l 6.1.1 6 6.1. 2 and 6.1. 4 above. lR3 { 6.2.2 Obtain absolute maximum loads. La, on clamps in the Lmu;Ltudinal direction, in accordance with the Ebasco Cable Tray llanger Selsmic Design Criteria loading I combinations at the SSE level (or ODE if larger), in IR3 conjunction with Cable Tray Hanger General Instructions 1 ) Section 11 and Attachments Y & Z. j g\\ t -U Attachment Z encompasses additional longitudinal c' lamp loads attributed to the consideration of connectivity between cable tray and the transverse hangers. The consideration of connectivity is mainly attributed to ) f riction and/or binding between the tray and the transverse hanger tiers, in a straight segment of tray run, during a seismic event. Due to the relatively high resisting capacities of the longitudinal ciamps, an attempt to simplify the method-ology indicated in the Attachment Z is described below: l Calculate the additional longitudinal clamp load by summing the appropriate self-weight mass of the trans-verse hangers in the run, together with the longitudinal tray mass at the tray supporting points of the longi-tudinal hanger. The appropriate self weight portion of the transverse hangers can be conservatively considered as the cable tray hanger self-weight divided by the number of trays supported. (h U 5 1590R

6.2.3 In order to consider the eff ect of both forces and moments I applied by the tray to the clamp, all moments shall be I converted to force couples as follows. See Figure i for I g) tray coordinate system. I i 4v I For one clamp: 1 I F M M I f [ where + V + = T* M = y a R3 L* M = z a T = lF l a z L =lFl a y Thus for two ciamps: h*T h*L F + + V = a x w M l l T =lFl l a z L " lf l l a y lever arm as defined in Figure 1. d = 6.2.4 Use the following interaction formula for clamp design IR3 I verification: g-pd I j V T L [+[+[(1 Emergency Condition: S 8 s where L is the actual longitudinal load at the SSE lR3 a level (or ODE if larger), L is the allowable l a longitudinal loads obtained f rom Table 1, Appendix A. In the event that the straight line interaction equations in sections l 6,1.5 and 6.2.4 cannot be satisfied, the following alternate approach, IR3 i using interaction curves, shall be followed. 1 I 6.3 Iransverse Clamps Type A, G and C I l 6.3.1 Obtain absolute maximum loads on clamps (V, T ) as a a indicated under 6.1.1, 6.1.2 and 6.1.4 lR3 1 6.3.2 For given V obtain allowable T using interaction l a s curves f rom Appendix D. (Figure 1 through 5) l i l l f ( 6 1590R ~ u

I =1 6.3.3 Compare actual loads with allowables and qualify clamps if -{ actual loads are equal or smaller than the respective j allowables. j w /- 6.4 Longitudinal Clamps Type B, D, J, N and P 6.4.1 'Obtain absolute maximum loads on clamps (V, T s L)' I a a a as indicated under 6.2.1, 6.2.2 and 6.2.3. lR3 6.4.2 For given V, T and L, dete'rmine the resultant a a a g for the SSE level (or ODE if larger), (R, =h V, + L,) l R acting in the. vertical plan of action. l l l l l 6.4.3 Compare R with R, using Table II, Appendix A. R IA3 should be equal or less than R

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s a s l 6.4.4 Enter with R, using interaction curve between R and T I j 3 for the respective clamp, (Figure 6 through 11) and .I determine allowable T

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6.4.5 Compard actual loads with allowables and qualify clamps if actual loads are equal or smaller than the respective 3 allowables. ] 7.0 CLAMP DESIGN VERIFICATION USING RESPONSE SPECTRA METil0D (RSM) l l This verification procedure requires the knowledge of components F, l. x F,F,M,M and M as provided by the RSM anclysis, where i 1 ) y z x y z trays have been modeled as beam elements throughout. I { l ji 7.1 Tranverse Camps Type A, G and C l l 7.1.1 In order to consider the effect of both forces and moments I applied by the tray to the clamp, all moments shall be I converted to force couples as follows: 1 I For one clamp: I lR3 I F M l L 1 + l l V = a 2 w g i Thus for two clamps: l I 2M Y l v F + = a x w 1 1 1 T, lF l 1 l = 3 l 7.1.2 Use interaction formula contained under Paragraph 6.1.5 1 for the clamp design verification. I I O 7 1590R

J 7.2 _L_o_ngitudinal_ C_ lamps Type _ B,_ _D, _ J_, _ N a nd P l I 1 7.2.1 The effect of both forces and moments applied by the tray I g} to the clamp shall be considered. Therefore, all moments I iL shall be converted from the beam elements to force couples I as follows: I l i For one clamp: l I F M M i f j v,1 + l + f i F M 1 1 L + = a 2 w l l \\ l l Thus for two clamps: 2M M i i 7 v, F + + x 2M l a y T =lF l l l a z 1 7.2.2 Use interaction formulas containe.d under Paragraph 6.2.4 I for the clamp design verification. I g (/ I l 7.2.3 In the event that the straight line interaction equation l in Sections 6.1.5 and 6.2.4 cannot be satisfied, the alter-I nate approach described under Paragraph 6.3 shall be used. I i 8.0 SUITABIL_ITY OF_ CLAMPS SUBJECTED TO CYCLIC LOADS l In general, this specification establishes clamp allowables based on monotonic test results using recommended safety f actors as per ASME Boiler and Vessel Code. The suitability of clamps under cycling loads has been established on the basis of tests performed of Type A, C and G for transverse clamps i and on Type B, D and J for longitudinal clamps. See Appendix C. Appendix C indicates the range of cycling tests as compared with the static tests (Fig. 12 through 19). ( 8 1590R

4 ' All five (5) cycle and sixty. (60): cycle tests 'on clamps show stable results and limited deflections'for alternating test loads greater than. the established allowables shown in Appendix A and 15.- The results of e the cycling tests. shows. that higher allowables could be obtained for-k certain clamps if the need arises. 9.0 /1 TERNATE ~APPROACll lR3 . The acceptance of cable tray clamps 'shall' be based on the clamp design. evaluation procedure presented under Paragraphs 6.0 or 7.0. IR3 i for clamps with excessive loads, which cannot be qualified as indicated above, an alternate approach should be followed for clamp load determination as documented in Section V of the Cable Tray 11 anger IR3 Seismic Design Criteria. O 1 I O 9 l l 1590R l

.n N ^ O ~ 7 gay-- i TRAY X,Y,2 dOORDIHATE SYSTEl4 l - TRAllSVERSE.CLAl3PS i 4 d d e--+ 1 4 / }, 5 A k 4 r ( TRAY TRAY-3'> 1 CABLE TRAY TIER l 4 I d u O LONGITUDINAL SUPPORT B,D,J. f / o.o N j TRAY C CABLE TRAY TIER d, j d. ') l TRAY % / .N /9 o / 1 \\

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e p O APPENDIX A CLAMP ALLOWABLES AND LIST OF LWER BOUND EQUIVALENT CLAMPS O 1 i i S G 9 O 1590R

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TABLE I-CLA!!P ALLOWAbLES r f I I I I .I l CLAMP-l LOAD l ULTIMATE l ALLOWABLE iDAD* I I TYPE I DIRECTION l LOAD l (1bs) l 1 1 I I I I I I l EMERGENCY -l l l l (1bs) l (SSE LEVEL) l l 1 I I I I I I I I-l MS E CLAM PS, I l l 1 I I I l I A - 4" high l Vertical l 4,500 l 2,250 l l l l Transverse i 10,000 l 3,500+ l l 1 -l l I i l l A - 6" high Vertical i 2,300 1 1,150 l l l l Transverse l 11,000 l 3,500+ l l l 1 1 I l-l l G - 4" high l Vectical l 3,000 1 1,900 I l l l l Transverse I 12,000 l 6,000-l lR3 i-1 I I l-1 l G - 6" high I Ve rtical l 4,800 l 2,400 l l l l Transverse i 13,000 l 6,900 l i I I I I i 1. I C l Vertical l 600 1 300 l l l l Transverse 1 7,000 l 800+ l 1 i I I I I i LONGITUD 1N CL/giPjj, l I I I I l l B,K,T,E l Vertical l 26,650 l 13,400 l l l l Transverse l 15,700 l 7,850 l l 1 l Longitudinal i 22,000 l 11,000 l l l l 1 I I I i D,F,L,H,U l Ve rtical l 22,400 1 11,200 l l l l Transverse i 16,600 l 8,300 l l l l Longitudinal l 23,900 l 11,950 l i l I I i i I l J,H,V l Vertical i 25,500 l 12,800 l IR3 l l Transverse l 16,000 l 8,000 l l l l Longitudinal l 23,400 1 11,700 l l 1 I I I I I l d,Q l Vertical l 11,500 1 5,800 l l l l Transverse l 11,300 1 5,600 l l .1 l Longitudinal l 16,200 l 8,100 l l I I I I I i l l P R,S I Vertical' l 13,800 1 6,900 l l l l Transverse l 15,200 1 7,600 l l l l Longitudinal i 13,800 l 6,900 l l l 1 1 I I

  • Clamp allowables are given f or "a pair" of clamps, not f or individual clamps.

To obtain allowables for one clamp divide by two (2) all allowable loads. + A11ouables obtained on the basis of maximum cycling loads. See Appendix C. A-1 1590R l

i 'IM_LlL11 ) ttESULTANT Ro AND Rs ALLOWADLES FOR LONGITUDINAL CLAMPS O l I i 1. I ALLOWABLE R (1bs)* l l CLAMP-l l l TYPE l i l l l Rs at SSE' Level I l ] I I I I I I I l' I I I -1 I a,x,T,E I 11,000 1 I I I i I I i 1R3: 1 D,F,L,M,U l 11,200 l -[ I l-1 1-I i i l l J,il, V -l 11,700 l l 1 1 I I-1 I I I i l N,y I 5,800 I l I I I I I I I l I P,R,5 1 6,900 l l j l i I q l i I O i

  • Clamps allowables are given for "a pair" of clamps, not for individual clamps.

i 4 i i O A-2 1590d

e .T_AJ)LE II1 LIST OF L0tGR DOUND EQlt* VALENT CLAMPS 1 l l l l l L0tCR BOUND EQUIVALENT l I l CLAN TYPE l l l l TYPE cImm i I I E l B l I I I I F l D l i I I l 11 l J l I I I i x I a l l l l l L. l .D l l l I I n i o I I i I i Q l N l l 1 I I R l P l l I I i ,] l l s r_ i l T I D l I 1 I l u l D l l l l l 1 v i J l l I I I l 1 l l A-3 O 1590R

1 O l t l l APPENDIX B HON 0 TONIC INTERACTION CURVES FOR TRANSVERSE AND LONGITUDINAL CLAMPS O O 1590R 4

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O APPEND 1X D CLAMP TYPE IDENTIFICATION DRAWINGS O I l l O 1590R

BOLT q

f. BOLT 0]

( CHANNEL [ {, ,q f TRAY N TRAY t PLAN CHANNEL TYPE A G G G G CLAMP G BOLT WASH NO DIM MKG TYPE CLAMP TYPE A i O notes: TYPE A DET270 SCHEDULE DET271 I EXTENSION DET272

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n m 'l TEXAS UTILITIES i* GENERATING CO. EBASCO SERVICES INCORPORATED CABLE TRAY HANGER ( CLASS 1 s~ . NUCL E AR SAFETY-REL ATED) G6AFETYCLASS2 . S. E. S. D WG. NO. RE Y. C. P

AFETY CLASS 1 SEISMIC CATEGORY 1 CLASS 1E GLEN R E CTH SAFETY CL ASS 3 ASSOCIATED CIRCUITS TEXAS

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---T d WASHER R FOR' A p' 24 INCH & UP TRAY C lF BOLTS (A30T) l, ,s (v) I W/ WASHER +- q TRAY y_l r i s [ D 'l I 2 + / t pCHANNEL e El OR TS y W1 ^ L1 TYPE B l i i G G c o A B C D E F T W1 L1 C P CLAMP TYPE B J 1 ( ) t NOTES: TYPE B DET273 SCHEDULE DE1274 EX1ENSION DET275 Qt Ty* REmRKS -)

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TEXAS UTILITIES l' GENERATING CO. EBASCO SERVICES INCORPORATED CABLE TRAY HANGER l. I cLnss 1 O< ( NUCLEAR SAFETY-REL ATED) REV. C.P.S.E.S. DWG.NO. SAFETY CLASS 1 SEISMIC CATEGORY 1 CLEN ROSE CTH ; gg oF SAFETY CLASS 2 CL ASS 1E TEXAS SAFETY CLASS 3 ASSOCIATED CIRCU315D-2 w-----_____

[-{pBOLT I BOLT l } TRAY\\i-i [ ""*""'g' rt CH,ANNEL r' - _l- _. - _ _ ,L p ( e I i 1 s I \\ TYPE C ( BOLTED) G 1 G ~ G G CLAMP G BOLT WASH NO DIM MKG TYPE CLAMP TYPE C ( BOL TED) I I i NOTES: TYPE C DET276 SCHEDULE DET277 l EXTENSION DET218 1 N[ T REmRKS 3 m. aA TEXAS UTILITIES i* GENERATING CO. EBASCO SERVICES INCORPORATED CABLE TRAY HANGER s CLASS 1 NUCLE AR SAFETY-REL ATED) M FETY CLASS 1 SEISMIC CATEGORY 1 C.P.S.E.S. DWG. NO. RE V. SAFETY CL ASS 2 CLASS 1E OLEN ROSE CTH-l - SAFETY CL ASS 3 ASSOCIATED CIRCUITS TEXAS SH OF D-3

1 ( CHANNEL OR I. TRAY TUBE STEEL ) '~ TE W -- 1 t 4, r-3 j \\ W1gll t 1 } MIN) ) V2"L 2( 1{ MIN) i TYPE C ( WELDED) G G G G CLAFP W1 W2 L1 L2 CLAMP TYPE C ( WELDED) {, NOTES: TYPE C DET279 SCHEDULE DET280 EXTENSION DET281 Q,I Qt RE P' ARKS --) m v. m exs. TEXAS UTILITIES [ 5 GENERATING CO. EBASCO SERVICES INCORPORATED ( CABLE TRAY HANGER CLASS 1 ( NUCLE AR SAF ETY-REL ATED) SAFETY CL ASS 1 SEISMIC CAlEGORY 1 C.P.S.E.S. D WG. HO, j REY. . SAFETY CLASS 2 CLASS 1E CLEN ROSE CTH SAFETY CL ASS 3 ASSOCIATED CIRCUITS lEXAS SH OF p _ et. c

i dWASHERRFOR-24 INCH & UP TRAY A t 2-RD HD 0~ C F BOLTS (A30T) [ 1 W/ WASHER l I 3 : _f (/ CHANNEL m f. = st f CHANNEL ~~ H E G = TYPE D l G L G L G L G L BOLT WASH ANGLE CLAMP A B C D E F G H NO. MKG TYPE SIZE CLAMP TYPE D y ( I h NOTES: 1 I TYPE D DET282 SCHEDULE DET283 EXTENSION DET284 ) WASHER R NOT USED FOR TRAYS LESS I THAN 24 IN. WIDE. (SEE TRAY SPAN TABL E FOR SIZE). 'jt Q8 REr%RKS -I m r. en czo. TEXAS UTILITIES GENERATING CO. EBASCO SERVICES INCORPORATED CABLE TRAY HANGER ]} CLASS 1 t NUCLE AR SAFETY-REL ATED) t___ SAFETY CL ASS 3 JETY CLASS 1 SEISMIC CATEGORY 1 C.P.S.E.S. DWG. NO. REY. SAFETY CL ASS 2 CLASS 1E CLEN ROSE CTH i ASSOCI ATED CIRCUITS TEXAS 99 or D-5 d

I-e, usu HD BOLTS t A307) WWASHER ( A I -T C- -"-F 1 u [g __I -D I /;, ---A .w C) 1, M1 E'"*' y_^ _ i \\ 1 j $3 / La x W gg E CHANNEL E L* M OR TS CHANNEL OR TS gg TYPE E \\ 2" t ?,g$ '5 g l i c 0 ~ C \\ CLALtP (10. A D C D E F J T VI L1 CLAMP TYPE E l \\. NOTES: TYPE E DET285 SCHEDULE DET286 EXTEtiSION DE7287 i i _Q ' n2-E,I [Y liEPARAS ~) P TEXAS UTILITIES GENERATING CO. I EBASCO SERVICES If100RPORATED i CLASS 1 t ' UCL E AR SAFETY-REL ATED) CABLE TRAY HANGER /w) TY CL ASS 2 SEISMIC CA1ECORY 1 c.P.S.E.S. ' D wc, rio, TY CLASS 1 (f'.ETYCLASS3 CLASS 1E CLEli ROSt RE Y. ASSOCIATED CIRCU3TS TEXAS CTH -l - 5H T D-6 i

( Sdd RO j HD BOLTS ( A307) A k ~ ~ W/VASHER b C- -0 /F' N L o 8 TRAY e 1r -J +n ,,,- ( lpBOLT e CHANNEL G TYPE F l L C L C L G L G 8 LT A B C D E F G H J ANGLE SIZE CAg [, CLANP TYPE F l NOTES: g TYPE F OET288 SCHEDULE DET289 EXTENSION DET290 ern. k Y[. REr%RK $ as v. crm. TEXAS UTILITIES GENERATING CO. EBASCO SERVICES INCORPORATED CABLE TRAY HANGER i CLASS 1 ( NUCLE AR SAF ETY-REL ATED) --C.P.S.E.S. D VG. NO. REY. O'

  • SAFETY CLASS 1 SEISMIC CATEGORY 1 SAFETY CLASS 2 CLASS 1E GLEN ROSE CTH-1~

SH._ OF SAFETY CLASS 3 ASSOCIATED CIRCUITS TEXAS D-7 4e esse

^ %_13 / e i = r_ + u l W2 "L 2 rT2 E b O "H S 1 w2 u3 f.rlaaL Z 4 \\/ CHANNEL OR TS ANNEL OR TS' TYPE G G G C' C AAP A B C T1 T2 W1 W2 L1 L2 [ CL AMP TYPE G NOTES: TYPE C DET291 i SCHEDULE DET292 EXTENSION DET293 'M %p' m r. m cas. RD%RKS d i.f l 1 TEXAS.OTILITIES i i3 GENERATING CO. I EBASCO SERVICF.S INCORPORATED CLASS 1 C ( b"lCLE AR SAFETY-REL ATED) Y CLASS 1 SEISMIC CATEGORY 1 C. P. S. E. S. DWG.NO. Y CLASS 2 CLASS IE _ TTY CLASS 3 OLEN ROSE RE Y. ASSOCIATED CIRCUITS TEXAS CTH ' SH ' CF __ e

l fB-jpRD I A HD BOLTS ( A307) W/ WASHER p ( C - L TRAY < CD + W1 L1 ) E W2 "L2 d CHANNEL ~ CHANNEL OR TS OR TS TYPE H G L ., G L ~ {G L G L Cg'P A B C D .E F J W1 V2 L1 L2 ANGLE SIZE CLAMP TYPE H [. { O NOTES: TYPE H DET294 SCHEDULE DET295 EXTENSION DET2SG 'd,I "j' REmRKS d c v. em cio. / TEXAS UTILITIES GENERATING CO. EBASCO SERVICES INCORPORATED ( NE M MER I CLASS 1 ( NUCLE AR SAFETY-REL ATED) C SAFETY CLASS 1 SEISMIC CATEGORY 1 C. P. S. E. S. DWG. NO. REY. SAFETY CLASS 2 CLASS JE GLEN ROSE CTH, SAFETY CL ASS 3 ASSOCIATED CIRCUITS TEXAS SH OF D-9

1 4. j I A ( 2-34RD HD l C F BOLTS (A307) l ~ ~ SHER L }, WASHER IP_FOR i 124 INCH & UP TRAY I o TRAY CHANNEL l f OR TS _u V1x L1 v2V L2 g CHANNEL 1 ~ " 'S TYPE J 4 l I L c L f c L G C, AMP A B C D E F W1 W2 L1 L2 ANGLE SIZE CL AMP TYPE J j i I t40TES: 1YPE J DET297 SCHEDULE DET298 EXTENSION DET299 e ,c. R "T ntMARKs l n.- ca. l TEXAS UTILITIES GENERATING CO. i EBASCO SERVICES INCORPORATED CABLE TRAY HANGER l O class 1 REY. ( NUCLE AR SAF ETY-REL ATED) C.P.S.E.S. DVG. NO. SEISMIC CATEGORY I CLEN ROSE CTH SAFETY CLASS 1 SH OF SAFETY CL ASS 2 CLASS 1E ICXAS ASSOCIATED CIRCUITS l SAFETY CL ASS 3 O -10

.g 4, .r; 4 5,{ 4 s .i b ( DdifRDHD .n BOC7 S ( A307) .g U W/ WASHER - A xs-l l

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c_ __ _ __7 _;--0 't 7- ' ' (! sg i [.{1 c) IRAY g[ g{s ~ !3 3 ~~ .J yij ^ L J ' C HANf-L C CHAtJf4EL A g OR TS op, 73 TYPE K v, o G 4 ) l d' c y -> ,,; - \\ ] x g. j 4 ) B {( C D E y J .T VI L1 i CL MP .A 3 CL WP : T YFi! Vs 1 s .[ N NOTES: r TYP N f % CET300 SOiENtff i DET301 "l EnE14510f/ DET302 ,,9 i! EEt%RKS C. DA' C10. g i \\

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j,WASHERRFOR24' i INCH AND UP TRAY ( 2 RD HD--- BDLTS (A307) TRAY W/ WASHER D 1 CHANNEL k r. Jj C-fIBOLT i}f, [ g 1 !, ,-G i i 4 z F-y ' CHANNEL A E L TYPE L G L G L G L s G L G L ~~ CLAMP BOLT WASH ANGLE A B C D E F G H NO. MKG TYPE SIZE j CLAMP TYPE L l NOTES: 1YPE L DET303 ) SCHEDULE DET304 l EXTENSION DET305 ) WASHER R NOT USED FOR TRAYS LESS THAN 24 IN. WIDE. ( SEE TRAY SPAN i ABL E FOR SI7E). 1 cza. k kT" RE F#1KS -I at v. c.a. TEXASgJTILITIES GENERhTING CO. EBA500 SERY1CES INCORPORATED CLASS 1 CABLEIRAYHANGER ( NUCL.E AR S AF ETY-REL AT E D) i SAFETY CLASS 1 SEISMIC CA1EGORY 1 C.P.S.E.S. DVG.NO. RE Y' SArETY CLASS 2 CL ASS J E CLEN R M CTH SAFETY CL ASS 3 ASSOCIATED CIRCU]TS lEXAS SH OF _] D - 12.

A t 2-j 9RD HD -F BOLTS ( A307) .r 1 i VASHER P. FOR C-W/ WASHER -[i 24 INCH & UP TRAY o + tj j o .__]_f_ TRAY r g CHANNEL l E~ '] U gf lpBOLT CHANNEL TYPE M i i i j c L G L ~ G L G L ) BOLT WASH ANGLE CLAMP A B C D E F G H N O. MKG TYPE SIZE CL AMP TYPE M ) i f C) NOTES: TYPE M DET3D6 SCHEDULE DE13D7 EXTENSION DET308 u n ;r n m.s ... ~ m. 4 I .EXAS UTILITIES T GENERATING CO. EBASCO SERVICES INCORPORATED CABLE TRAY HANGER 1 CLASS 1 ( NUCLE AR SAFETY-REL ATED) ( SAFETY CL ASS 1 SEISMIC CAlEGORY 1 C.P.S.E.S. O WO. No. R E V. \\ SAFET) CLASS 2 CLASS 2E GLEN Rest CTH SMETY CL ASS 3 ASSOCIATED C)nCU1TS TEXAS gg or D-13 ~

L A WASHER E FOR 24 _p ~ lpRDHDBOLT INCH AND UP TRAY C -B ( A307) W/ WASHER p 1 lp BOL T- _f_j',_ g-T R AY G g& = L F CHANNEL CHANNEL TYPE N l L G L G L G L G BOLT WASH ANGLE CLAfP A B C D E F G V.V G TYPE SIZE N O. CLAMP TYPE N } / i %d NOTE S: TYPE N DET309 SCHEDULE DET310 EXTENSION DE7312 WASHER E NOT USED FOR TRAYS LESS [' THAN 24 IN. VIDE. ( SEE 1 RAY SPAN TAPLF FDA 917E). "y*, ,7t RE w kS_ [--

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l + TRAY - D-WASHERR FOR 24 l4RDHDBOLT INCH AND UP TRAY. ( A307) W/ WASHER l \\ "\\ L \\ VI stl 1 CH NNE CHANNEL OR TS OR TS TYPE P 1 G L G L ~ G L G L C W A"ULE I A B C D E W1 W2 L1 L2 gI2E CLAMP TYPE P ( NOTES: TYPE F DET312 j SCHEDULE DET313 EXTENSION DET314 m ca. k[ T REr%RKS -) rev. l i TEXAS UTILITIES l' GENERATING CO. EBASCO SERVICES INCORPORATED CABLE TRAY HANGER } CLASS 1 ( NUCLEAR SAFETY-REL ATED) AFETY CLASS 1 SEISMIC CATEGORY 1 C.P.S.E.S. DWC. NO. REY. SAFETY CL ASS 2 CLASS 1E CLEN ROSE CTH SAFETY CLASS 3 ASSOCIATED C3RCUITS 1EXAS ss or D - 15 4

A IpRDHDBOLT g ( A307) W/ WASHER C i 1 ( I u. s o g m -l@ BOLT CHANNEL TRAY 4 CHANNEL L dWASHER'PFOR 24 INCH AND UP TRAY TYPE O G L G L G L G L T B[g C P ANGLE SIZE A B C D E F G CLAMP TYPE O ? NOTES: TYPE D DET315 SCHEDULE DET316 EXTENSION DET317 @ "7 REMARKS d m ca. 3 TEXAS UTILITIES GENERATING CO. EBASCO SERVICES INCORPORATED I CABLE TRAY HANGER h ( CLASS 1 i C.P.S.E.S.DdND. REY. 3FET CL SS S SMIC CA EGORY 1 SAFETY CLASS 2 CLASS 1E GLEN R M CTH ISAFETYCLASS3 ASSOCIATED CIRCUITS TEXAS SH OF D-16

r {(RDHDBOLT ( A307) - V/ WASHER A L ., T L l O g. k m FCHANNEL j _,]_ J!, CHANNELj TRAY WJ l2 OR TS g hWASHERlIlFOR W2 "L2 24 INCH AND UP TRAY ] f TYPE R I I I L g L G L G-L G A B C D E W1 V2 La L2 ANGLE SIZE C A@ q 9, CLAMP TYPE R ~ NOTES: -TYPE R DET318 SCHEDULE DET319 l EXTENSION DET320 l 'M T' REr%RKS ur, sw cu. I TEXAS UTILITIES GENERATING CO. EBASCO SERVICES INCORPORATED G RE N M GER Lass 1 d'SAFETYCLASS1 ( NUCLE AR SAFETY-REL ATED) REY. SEISMIC CATEGORY j C.P.S.E.S. DVG. NO. SAFETY CL ASS 2 CLASS 1E CLEN RDSE CTH TEXAS SH OF SAFETY CLASS 3 ASSOCIATED C]RCUITS D - 17

h, WASHER P. FOR 24 INCH AND UP TRAY ~ /'[ E A ( HD BOLT (/ ( A307) V/ WASHER d-o -B L / .g. j-TRAY s L__f -g h HANNEL OR TS W2"L2 TYPE S G-L G L G L G L A B C D E W1 f/2 L1 L2 ANGLE SIZE i C,L I f CLAMP TYPE 5 NOTES: i i TYPE S DET321 SCHEDULE DET322 J EXTENSIDN, DET323 'M T8 ret %RKS

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-( 6- { @RD HD BOLTS ( A307) W/ WASHER / C F ~ pT 7 51 j l .t TRAY I m i _j ^ ~~ J Wi"L1 E CHANNEL OR TS ~ CHANNEL TYPE T G G G G C IAP A B C D E F J T W1 L1 CLAMP TYPE T ) C) notes TYPE T DET324 ) SCHEDULE DET325 i EXTENSION DET325 Q Q8 ret %RK S i u r. m-can. TEXAS UTILITIES l GENERATING CO. EBASCO SERVICES INCORPORATED i CABLE TRAY HANGER CLASS 1 i ( NUCLE AR SAFETY-REL ATED) REY. /G SAFETY CLASS 1 SEISMIC CA1EGORY 1 C.P.S.E.S. D WG. NO. ' d, SAFETY CLASS 2 CL ASS 1E CLEN RDSE CTH l SAFETY CL ASS 3 ASSOCIATED C3RCUITS TEXAS SH OF _ D - 17

HD BOLTS ( A30T) A W/t/ASHER C -- F I L 4E' h () lfgTPAY , 8D U _. s g {pBOLT CHANNEL 1 --- H TYPE U G L G L G L G L O0LT C,L ( A B C D E F G H J ANGLE SIZE yy, CLAMP TYPE U NOTES: 6 l TYPE U DET327 SCHEDULE DET328 EXTENSIDN DET329 $[ "uf ret %RKS --) u r, m ca. TEXAS UTILITIES i 5 GENERATING CO. EBASCO SERVICES INCORPORATED CABLE TRAY HANGER 6 CLASS 1 s ( NUCLE AR SAFETY-REL TED) FETY CLASS 1 SEISMIC CATEGORY 1 C.P.S.E.S. DVG.NO. RE V. AFETY CLASS 2 CLASS 1E CLEN ROSE' CTH SAFETY CL ASS 3 ASSOCIATED CIRCUITS TEXAS sa oc D-20 +

~n ( 6-lpRD HD BOLTS ( A307) 4 W/ WASHER - (' C F (' t +:G1 'N. m TRAY [ \\ W1 gL1-d V W2 L2 \\ CHANNEL L CHANNEL OR TS TYPE V G L-G L G L G L C A B C D E F J W1 V2 Li L2 ANGLE SIZE CLAMP TYPE V ) NOTES: TYPE V DET330 SCHEDULE DET331 EXTENSION DET332 [-[ "pf ret %RKS d m v. m ca. TEXAS UTILITIES GENERATING CO. EBASCO SERVICES INCORPORATED CABLE TRAY HANGER j CLASS 1 ( NUCLEAR SAFETY-REL ATED) i (g SAFETY CLASS 1 SEISMIC CATEGORY 1 C.P.S.E.S. D VG. NO. RE Y. Q, SAFETY CL ASS 2 CLASS 1E GLEN ROSE CTH TEXAS sg op SAFETY CLASS 3 ASS 0gIATED CIRCUITS D-El

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