ML20205E618
| ML20205E618 | |
| Person / Time | |
|---|---|
| Site: | Comanche Peak  |
| Issue date: | 01/15/1987 |
| From: | Gorozdi L, Hettinger F, Veikos J EBASCO SERVICES, INC. |
| To: | |
| Shared Package | |
| ML20205E626 | List: |
| References | |
| 1590R, SAG.CP.19-10-86, NUDOCS 8703300648 | |
| Download: ML20205E618 (57) | |
Text
{{#Wiki_filter:.- _. . .- . -.. SAG.CP.19-10/86 DESIGN CRITERIA AND PROCEDURES FOR s DESIGN VERIFICATION OF CAE.E TRAY CIAMPS FOR COMANCHE PEAK STEAM ELECTEIC STATION UNITS 1 & 2 l 4 l l PREPARED l REVIEED l APPROVED l l PAGE l l REVISION l BY l BY l BY l DATE l AFFECTED l I l l l f I I lF Hettinger l R Alexandru 1 I l R0 lJVejk I l l LG omdi g'2F'.a l I i '~~~f 1 l l lJVeikoJ["lFHettingerl R Alexandru l 1,3,4,5 R1
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1.0 INTRODUCTION
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2.0 SCOPE , ', - t: g ;, ( 3.0 EEFERENCE DOCUNENTS
' Il p, ' b-4.0 TEST DATA i .
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5.0 CL&lf LOAD ALLoi&BLES V 2 '
, ; e n 6.0 CLANP DESIGN VIIIFICATION PROCEDUEE ' 3 s
7.0 SUITABILITY OF CABLE TEAT CLAleS SURIECTED TO CYCLIC, LOADS 6
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8.0 ALTERNATE APPE0ACH
< 6 APPENDICES l\
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., N APPENDIX A , A113 A Clamp Allowables and List of Lower Bound Equivalant Clasps g APPENDIX B 31-)'.14
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Nonotonic Interaction Ceros for Transverse and Longitudinal Clamps (\ (u s APPENDIX C Cl-C8 's Nonotonic and Cyclic Interaction Garves Q ,' j APPENDIX D ,, 01-Ic2 i i Clamp Type Identification Drawings , s i , i t 8 4
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1.0 INTRODUCTION
i. q ( This document provides the seismic design verification criteria and lorocedures for cable tray clamps, used in the Comanche Beak Steam (p,11ectric Station. [j The tested cleap types are the most commonly used types and represent ! 'the lower bound strength for either the transverse or longitudinal i clamps. A list showing the lower bound equivalent for every type of s clamp,need in CPSES is indicated in Appendix A, Table III. w i Thi4 document is developed based on monotonic and cyclic laboratory test results of Cable Tray Clamps performed as indicated in the Reference Docuasat section below. f,- 2, 0 SCOPE
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l ' ' n ,. s g 'inis project instruction is applicable to Seismic Category I Cable Tray ) j. i , Systans of the Comanche Peak Steam Electric Station (CPSES). j tm 3.0 REFERENCE DOCUMENTS The following lists the applicable documents including the codes and D, ' regulatory guides. , ; .3.1 Applicable Codes, Reaulatory Guides and Related Documents
\. -
i o ASME, Boiler and Pressure Vessel Code, Section III, Sub-4 section NF. !1 < o Regulatory Guide 1.29 - Seismic Design Classification, Rev. 3 l '( 6 September 1978. 1 L. l, o AISC - Manual of Steel Construction, 7th Edition including Supplements No. 1, 2 and 3. l ( , o Ebasco Calculation Volume I Book No. 21, entitled "CTH Clamps
\ Qualification Mc.thodology Development".
l' o Ebesco Cable Tray Hanger Seismic Design Criteria for CPSES l l Unit 1 Rev. 3 and for Unit 2 Rev. 6, and CPSES Unita 1 and 2 l E.1 '
- l. CTH General Instructions Rev. 4. I i
( 3.2 Test Reports o Report on Nonotonic and Cyclic Tests for Cable Tray Clamps for !" CPSES, dated July 13, 1986, conducted by Corporate Consulting l , and Development Company Ltd (CCL). o Report on Monotonic and Cyclic Tests for Cable Tray Clamps for ( , CPSES, dated June 27,.1986, conducted by CCL. j h t. 1 1 1590R' o
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_ _ _ _ . _ ~ . _ _ _ . . _ _ . . _ _ _ _ _ . _ _ . _ _ _ _ _ ._ _ q 4 l 4.0 TEST DATA 4.1 Monotonic Tests The qualification criteria for cable tray clamps is based on monotonic test results, performed on selected sets of clamps (for clamp type identification see Appendiz D) which include the , followings l 4.1.1 Transverse Clasps Type A, 4" and 6" high ; Transverse Clamps Type G, 4" and 6" high Transverse Clasps Type C 4.1.2 Iongitudinal Clamps Type B, 3, J N and P. 4.2 Cyclic Tests 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 clamps were subjected to cyclic loadings: 1 4.2.1 Transverse Clamps Type A, C and G , 4.2.2 Longitudinal Ctamps Type B, D and J 5.0 CIA)g' LOAD ALLOWABLES A, 5.1 Methodoloa7 Clamp load allowables have been obtained using the ASME Boiler and
' Pressure Vessel Code, Section III "Imad Rating" procedure, described in Subsection NF Article NF-3280.
- Since precise yield loads (TLy) cannot be defined from the available tests, an alternate load rating method is used to establish load rating for clamps at the OBE and SSE level, as allowed by the ASME Boiler and Vessel Code. ,
The alternate load rating method is based on ultimate loads (TLu), which are readily available from tests. This alternate method is described in detail under Articla NF-3282.4 of the ASME-Code. The back-up calculations and the development of load carrying capacities of clamps are contained in the calculation Book No. 21, Volume I as referenced in paragraph 3.1. 1 2 g, 159(R
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4 5.2 Equation to Determine OBE and SSE A11owebles The following equations shall be used in order to determine allowable clamp loads for the OBE and SSE levels: 5.2.1 Operating Condition (OBE I4 vel, without Temperature effects) ^
=
Th F all 3 5.2.2 Emergency condition (SSE Level + Ttop. or OBE Laval + Temp.) y . TLu all 2 Where tim = ultimate capacity test load . Safety factors 2 and 3 are based on ASME Code, as described in paragraph 5.1 above. For clamp allowables see Tuble I in Appendix A. 5.3 Use of Interaction Curves to Qualify Clamps 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 subjected to seismic loads.
6.0 CIAMP DESIGN VERIFICATION PROCEDURE " 'i 6.1 Transverse Clamps Type A. G and C ,.' t
. 6.1.1 The effect of local moments produced by PD, Py and
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PH at the clamp base, is included in the test results. Therefore, this verification procedure requires knowledge of components P D , Py and PH only. For load definitions of Pp, Py and P , see H CPSES CTH General Instructions, sheets 23 and 24. 6.1.2 Obtain absolute maximum loads (Va, Ta) on clamps in the vertical and transverse directions in accordance with the Ebasco Cable Tray Hanger Seismic Design Criteria, Rev. l 6/ Rev. 3 (Unit 2/ Unit 1) loading combinations at the OBE I and SSE level. lR' I 6.1.3 The connectivity between the tray and the transverse I hanger tier in the longitudinal direction, as described I in Attachment Z of the Cable Tray Hanger General Instruc- l tions Rev. 4, is attributed mainly to the friction between l 1590R
o O the tray and the Cable Tray Hanger tier. Ccasequently l the transverse clamps are not engaged in riansferring 1R1 any loads in the longitudinal direction during a seismic l event. l 6.1.4 Use the following interaction formulas for the clamp design verification: Operating + <1 Condition o o V T Imergency <1 g Condition [a + [a i where V, and T, are the actual nazimum loads on clamps (two clamps) in the vertical and transverse direction as obtained in 6.1.2 above, for OBE and SSE. Yo and T are the equivalent allowable loads (for two - clamps) oat the OBE level. Y, and T, are the equivalent allowable loads (for two \ clamps) at the SSE level. Obtain V a , T o , V,and T on the basis of Table I, Appendix A. 6.1.5 Note that clamp allowables are given for "a pair" of clamps, not for individual clamps. Dead loads plus downward seismic loads are resisted by cable tray hanger tier, while dead load minus upward seismic loads as well as transverse loads are resisted by clamps (Type A, C & C). 6.2 lonaitudinal Clamps Type B. D. J. N and P 6.2.1 Obtain absolute maximum loads (V , T.) on clamps in I the vertical and transverse directions, as indicated under IR1 6.1.1 & 6.1.2 above. l 6.2.2 Obtain absolute maximum loads, la, on clamps in the I longitudinal direction, in accordance with the Ebasco l Cable Tray Hanger Seismic Design Criteria, Rev. 6/Rev. 3 l (Unit 2/ Unit 1) loading combinations at the CBE and SSE I level, in conjunction with Cable Tray Hanger General l Instructions Rev. 4 Section II and Attachments Y & Z. l
- l 4
1590R
Attachment Z encompasses additional longitudinal clamp l loads attributed to the consideration of connectivity l between cable tray and the transverse hangers. The l consideration of connectivity is mainly attributed to l friction and/or binding between the tray and the 111 transverse hanger tiers, in a straight segment of tray l run, during a seismic event. l I Due to the relatively high resisting capacities of the l longitudinal clamps, an attempt to simplify the metho- l dology indicated in the Attachment Z is described below: 1 I Calculate the additional longitudinal clamp load by l summing the appropriate self-weight mass of the ! transverse hangers in the run, together with the longi-tudinal tray mass at the tray supporting points of the l longitudinal hanger. The appropriate self-weight por- l tion of the transverse hangers can be conservatively l considered as the cable tray hanger self-weight l . divided by the number of trays supported. l I 6.2.3 Use the fonowing interaction formula for clamp design l verification: V T L j Operating Condition: [+[+[o(1 o o Energency Condition:
+
+
a (1 j where La is the actual longitudinal load at the respective CBE and SSE level, aL and L are the allowable longitudinal loads obtained from Table I, Appendix A. In the event that the straight line interaction equations in sections 6.1.4 and 6.2.3 cannot be satisfied, the fonowing alternate approach, R1 using interaction curves, shall be followed. l 6.3 Transverse Clamps Type A G and C
- 6. 3.1 Obtain absolute maximum loads on clamps (Va, Ta) as indicated under 6.1.1 and 6.1.2.
i 6.3.2 For given Y and a (OBE and T, using interaction SSE) curves fromobtain anowable Appendix B. To(rigure 1 through 5) 6.3.3 Compare actual loads with allowables and qualify clamps if actual loads are equal or saaner than the respective allowables. 5 1590R
6.4 Longitudinal Clamps Type B, D. J. N and P 6.4.1 Obtain absolute nazimum loads on elssps (V., T., L.) I as indicated under 6.2.1 and 6.2.2. lR1 6.4.2 For given V,, T, and L,, determine the resultant R,fortheOBEandSSElevel,(R,=NV + L,) acting in the vertical plan of action. 6.4.3 Compare Ra with Ro and Rs (OBE and SSE level), using Table II, Appendix A. R should be equal or less than R and 1,respectively. 6.4.4 Enter with R a, using interaction curve between R and T for the respective clamp, (Figura 6 through 11) and determine allowables To and T . 6.4.5 Compare actual loads with allowables and qualify clamps if actual loads are equal or smaller than the respective allowables. 7.0 SUITABILITY OF CLANS SUMECTED TO CYCLIC LOADS In general, this specification establishes clamp allowables based on
- sonotonic test results using recommended safety factors 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 and on Type B, D and J for longitudinal clamps. See Appendix C. , 1 Appendix C indicates the range of cycling tests as compared with the static tests (Fig.12 through 19). I 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 B. The results of the cycling testa shows that higher allowables could be obtained for certain clamps if the need arises. 8.0 ALTERNATE APPROACH The acceptance of cable tray clamps shall be based on the clamp design evaluation procedure presented under Paragraph 6.0. For clamps with excessive loads, which cannot be qualified as indicated above, an alternate approach should be followed for clamp load determination as documented on Section IV.2, IV.3 or Section V of the
- Cable Tray Hanger Seismic Design Criteria.
6 1590R
F 6 w APPENDIX A CMMP ALLOMBLES AND LIST OF L NER BOUND EQUIVALENT CLAMPS 0 l l 1 1 l l \ f I i i 1 1590R
IAILLI CIAMP ALLOWABLES I I I I l l l CLAN 1 LOAD l ULTIMATE l ALIDWABLE IDAD* l J (1bs) TYPE l DIRECTION l LOAD l l I I I I l l l l 1OPERAT. CONDIT.I EERGENCY l l 1 I (ins) l (OBE uvEL) l (ssE uva) 1 1 I I I I l l 1 1 I I I l musemn mies l l l l l I I I l l l A - 4" high ! Vertical l 4,500 l 1,500 l 2,250 l l l Transverse l 10,000 l 2,500+ l 3,500+ l l l 1 I I I l A - 6" high l Vertical l 2,300 l 800 l 1,150 l l l Transverse i n ,000 l 2,500+ l 3,500+ l l l l l l l G - 4" high I Vertical l 3,800 1 1,300 l 1,900 l l Transverse l 12,000 l 4,000 l 6,000 l 1 l l 1 l l l G - 6" high l Ve rtical l 4,800 l 1,600 l 2,400 l l l Transverse l 13,800 l 4,600 l 6,900 l 1 1 I l l l l C l Vertical l 600 l 200 l 300 l l l Transverse 1 7,800 l 530+ l 800+ l l l l l l l q l l l l l l
, l LONCITUDINAL MAWS l l l l l l l l l l B,K,T,E l Ve rtical l 26,850 l 8,950 l 13,400 l l l Transverse l 15,700 l 5,200 l 7,850 l l l Longitudinal l 22,000 l 7,300 l 11,000 l I I I I l D, F,L ,M, U l Ve rtical l 22,400 l 7,500 l n ,200 l l l Transverse l 16,600 1 5,500 l 8,300 l l l Longitudinal l 23,900 l 8,000 l n ,950 l l l l l 1 l l l l J,H ,Y l Ve rtical l 25,500 l 8,500 l 12,800 l l l l Transverse l 16,000 l 5,300 l 8,000 I l l Longitudinal l 23,400 l 7,800 l n ,700 l l l l l l l l N ,Q l Ve rtical l 11,500 l 3,800 l 5,800 l l l Transverse l 11,300 l 3,800 1 5,600 l l l Longitudinal l 16,200 l 5,400 8,100 l l l l P.R,5 l Ve rtical l 13,800 l 4,600 l 6,900 l l l Transverse l 15,200 1 5,100 l 7,600 l l l Longitudinal l 13,800 l 4,600 l 6,900 l 1
l l l l l l
- Clamp allowahles are given for "a pair" of clamps, not for individual clamps.
To obtain allowables for one clamp divide by two (2) all allowable loads.
+ Allowables obtained on the basis of maximum cycling loads. See Appendiz C.
A-1 1593
M RESULTANT Ro AND Rs ALLOWABLES FOR LONGITUDINAL CLAMPS l l l 1 l ALLOWABLE R (1bs)* l l CIAMP l l l TYPE I l l l l Ro at OBE LEVEL l Rs at SSE I4 vel i I I I I l l l l 1 1 I I I B,K,T,E l 7,300 l 11,000 I I I I I I I I I I D,F,L,M,U l 7,500 l 11,200 l 1 1 I I I I I I l J,H,V I 7,800 l 11,700 l l l l 1 1 I I I l N,Q l 3,800 l 5,800 l l 1 1 I I I I l l P R,S l 4,600 l 6,900 l 1 1 I I I I I I t..*
- Clamps allowables ara given for "a pair" of clamps, not for individual clamps.
l l A-2 159 2 i
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LIST OF LOWER BOUND EQUIVALENT CLAMPS t l l l l l LOWER BOUND EQUIVALENT l l CLm TYPz l I I l TYPE CLAN l l l l l E I B I I I I I F l D l l l l l a l J l l I I I K l B l 1 1 I I L l n i I I I I M i o l I I I I Q ! N l l l l l 1 i P l l l l l S I P l I I i s l T I B l -
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e APPENDIX B MONOTONIC INTERACTION CURVES FOR TRANSVERSE AND LONGITUDINAL CLAlfS w \ e l 1590E
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ab 4 a se APPENDIX D CIAMP TYPE IDENTIFICATION DRAWINGS J l i l M l l 1590R l
l(BOLT 9 fBOLT 8-f g CHANNEL
,q eo+ _ ;i ;
e i TRAY N TRAY i y i PLAN CHANNE . TYPE A G , G G . G I CLAMP G BOLT WASH NO DIM MKG TYPE CLAMP TYPE A T ky NOTES: , TYPE A DET270 i SCHEDULE DET271 EXTENSION DET272
. - - .i::: w- .E ,.= $ 4 TEXAS UTILITIES i*
GENERATING CO. EBASCO SERVICES INCORPORATED CLASS 1 CABLE TRAY HANGER - ( ; NUCLEAR SAFETY-RELATED) ' 1 SAFETY CLASS 1 SEISMIC CATECORY 1 c.P.S.E.S. DWC. NO. REY. SAFETY CLASS 2 CLASS IE CLEN ROSE SAFETY CLASS 3 ASSOCIATED CIRCUITS TEXAS CTH SN OF
. . D'\--. .
- -- < T I 24 IN &U RAY M $ 7 ,
-' W/ WASHER l 4 TRAY J
- l'
- I a a_ - [ CHANNEL 0R TS D- ,
q l
. ~ -
1 ,,- cuANNEt
-i M TS ,
yg ngg ! TYPE B
~
c _ G tg l D E F T Wi .L1 C A B C I CLAMP TYPE B __ f." i,k NOTES: ~ TYPE 8 DET273 SCHEDULE DET274 EXTENSION DET275
.- = w. . Emus a TEXAS UTILITIES i' GENERATING CO.
l EBASCO SERVICES INCORPORATED i. CABLE TRAY HANGER , ( ' CLASS 1 REV. (NUCLEAR SAFETY--RELATED) c. p. s. E. s. OvG. No. SAFETY CLASS 1 SEISMIC CATECORY 1 CLEN ROSE CTH l CLASS 1E sw or f SAFETY CLASS 2 TEXAS SAFETY CLASS 3 ASSOCIATED CIRCUITS l _; _ D - 2 .
s [lpBOLT ' TRAY j BOLT Xg.) p CHANNEL
-0 CHANNEL
/ -
- j. . ....- '
?! ! q r-L:
TYP.E C (BOLTED) G G G
- G CLAMP G BOLT WASH NO DIM MKG TYPE
- CLAMP TYPE C
( BOLTED) 3 ,1 1 NOTES: . TYPE C DET216 SCHEDULE DET217 EXTENSION DET218 us. om. am. QT REMARKS TEXAS UTILITIES 5
' GENERATING CO.
- EBASCO SERVICES INCORPORATED
' CABLE TRAY HANGER CLASS 1 ,
v NUCLEAR SAFETY-RELATED) # SAFETY CLASS 1 SEISMIC CATECORY 1 C.P.S.E.S. OWG. MO. RE V* SAFETY CLASS 2 CLASS 1E CLEN ROSE SGFETY CL ASS 3 ASSOCIATED CIRCUITS TEX 4S CTH SH OF
- D-3 -
e
. CHANNEL OR
% TRAY TUBE STEEL _ _
'"*""DEE L E
, 6 , 6 p=?==-1(
fl 1 __4 .,_ . y W k Wiglat1{ MIN) i V2"L2( 1{ MIN) TYPE C (WELDED) . C C C CL^ W1 W2 L1 L2 i , N0 CLAMP TYPE C
, ( WELDED) s .
NOTES: ,, TYPE C DET278
- SCHEDULE DET280 EXTENSION DET281
.. n y .E ,..S 4 TEXAS UTILITIES ['
GENERATING CO.
.' EBASCO SERVICES INCORPORATED I CLASS 1 .
CABLE TRAY HANGER ( NUCLE AR SAF ETY-REL ATED) REV. SAFETY CLASS 1 SEISMIC CATECORY 1 C.P.S.E.S. OWG.NO. SAFETY CLASS 2 CLASS 1E CLEN ROSE TEKAS CTH SAFETY CLASS 3 ASSOCIATED CIRCUITS SM OF
- ~
_ p4 . .
w { WASHER RFOR 24 INCH & UP TRAY _ g , f 22lpRD HD ( L]ri D' C F BOLTStA307) W A HER j CHANNEL hm ( { 8
~~
--iQ u
}r CHANNEL H-~ E 8
= _
TYPE D G L G L
~
, G L G L CLAMP BOLT WASH ANGLE
- A B C D E F G H MKG TYPE SIZE NO.
CLAMP TYPE D
-)
- U ,
- . NOTES
- i TYPE D DET282 SCHEDULE DET283 l
EXTENSION DET284 i WASHER R NOT USED FOR TRAYS LESS THAN 24 IN. WIDE. (SEE TRAY SPAN TABLE FOR SIZE). l
- c. m . ::t va REmRnS -4 TEXAS UTILITIES !
GENERATING CO. EBASCO SERVICES INCORPORATED CARE MAY HANGER ( CLASS 1 }l s NUCLEAR SAFETY-RELATED) REY. SAFETY CLASS 1 SEISHIC CATEGORY 1 C.P.S.E.S. DWG. NO. SAFETY CLASS 2 CLASS 1E CLEN RDSE CTH SAFETY CLASS 3 ASSOCIATED CIRCUITS TEXAS gw _or
~
. . . . .D-5 -
-*.-_--a - , - - - - - - - -
A._J *--a- -. -- --*---.E o._-. ,
- t 8- {dRD
-[ I' MD BOLTS IA307)
W/ WASHER . A
= T C -- -F
.o -
ei " F , ) ( ED
;- .' .51-TRAY i I
a. m w, . z ___ b
,. .a -
-J gg wi t E1 ,
SN..S t ! T gg SX^W' r~ 411 TYPE E in , 1
- 3 * ,
C - c c@f A a C D E F, J 3' T W1 L1 k CLAMP TYPE E r l J- .
-{
l t M TYPE F. DET285 i SCHEDULE DET285 EXTENSION DE7287 * ( 'se. 'mA ute. MT ret %RKS 4 TEXAS UTILITIES ! GENERATING CO. " l EBASCO SERVICES INCORPORATED L CMSS 1
- CABLE TRAY HANGER ;
L UCLEAR TV CLASS 1 SAFETY-RELATED) SArfTY CLASS 2 SEISHIC CATECORY 1 C. P. S. E. S. DWG.No. 8 CLASS AE SUETY CLASS 3 CLEN R09E RE Y.
' ASSOCIATED CIRCUITS TEIAS .
CTH -
- gg er
.- -....D ~ b _,
i
f~ c s-ldnD
~
A ' H0 BOLTS ( A307)
\ f WWASHER c -- -- = -
.L ql{I o 4
g . g-{ TRAY " e m, . m s ,9 F s , 1 r -J . yt l$ BOLT CHANNEL 1 .--g TYPE F if
! G L G L G L G L 7
C A B C D E F G H J Od'g E ANGLE SIZE -
. CLAhF TYPE F lNOTESe TYPE F OET248 SCHEDULE DET289 EXTENSION DET290 1
- - =w .E ,. S ,
TEXAS UTILITIES GENERATING CO. EBASCO SERVICES 1hWPORATED (' - CLASS 1 CARE TRAY HANGER ( NUCLEAR SAFETY-RELATED) REY. SAFETY CLASS 1 SEISMIC CATEGORY 1 c. P. S. E. s. Owc.no. W ETY CLASS 2 CLASS 1E CLEM ROSE TtxAS CTH y y SAFETY CLASS 3 ASSOCIATED CIRCUITS __D-7 ._
, - , - - - , - . - - . , w ,- ,,v,,-,,,_m-
C" ~ 3 rT1 ', S l _ , ma n - 1 W2"L2 > I a' a - R i
)
Wi "L13 ! J-TRAY i f ' _B. CHANNEL OR TS ANNEL OR TS TYPE G t C C C . G . t C A B C T1 T2 W1 W2 L1 i L2 CLAMP TYPE G i I ' V I t NOTE '
~S: -
TYPE C DET291 SCHEDULE DET292 EXTENSION DET293 l arr. 'em ma,
"[ Q 8 ppgggg y TEXAS UTILITIES !
GENERATING CO. I EBASCO SERVICES INCORPORATED i CLASS 1 CABLE W Y HA E R S8( '"lCLEARY CLASS 1 SAFETY-REL ATED) SAFs(Y CLASS 2 SE2SMIC CATECORY I C.P.S.E.S. CLASS 1E DWG. No. SAFETY CLASS 3 OLEN ROSE REY. ASSOCIATED CIRCUITS TEXAS CTH l
. gu y I
. ..:OIV .. .'.
i
- g $ $ RD I
A ' HD BOLTS ( A307)
= -
W/ WASHER F , D t .vi N . L- t
+
17""Y _ l
+ + \j,d ,
E W2 "L2
~
4 CHANNELd C'HANNEL > DR TS OR TS TYPE H l 1 G L G L C L C L C[ A B C D E F J W1 W2 L1 L2 ANGLE SIZE , CLAMP TYPE H NOTES: . TYPE H DET294 SCHEDULE DET295 l ! EXTENSION DET296
. - t w. rem =S a l
l TEXAS UTILITIES ! GENERATING CO. EBASCO SERVICES INCORPORATED ( CAR E M AY HAMER I CLASS 1 ( NUCLEAR SAFETY-REL ATED) REV' SAFETY CLASS 1 SEISMIC CATEGORY 1 c.P.S.E.S. DWG. NO. SAFETY CLASS 2 CLASS 1E GLEN ROSE CTH OF SAFETY CL ASS 3 ASSOCIATED CIRCUITS TEXAS SH
~
T33 9 -
i
- 2
~
A _
~
t 2-jpRD HD C ~F BOLTStA3071 L SHER l: { WASHER R.FOR T r 24 INCH & UP TRAY !
- m e-TRAY CHANNEL DR TS 3 -
/
(N XW1x L1
* " 2 F
E' CHANNEL
*" ' S TYPE J - .
L
~
c L 1 I y L . i g 1 L. G l W2 L1 L2 ANGLE SIZE j Chgf A a C 'D E F W1 CLAMP TYPE J __ (; I) , 3" - NOTES: -
- 1 TYPE J DET297 SCHEDULE DET298 f
! EXTENSION DET299 .
., =
- - saw. e , cas. R "7 REMARKS l
1 TEXAS UTILITIES c GENERATING CO. l ~ EBASCO SERVICES INCORPORATED l ! I ( CABLE TRAY HANGER i CLASS 1 REY. l ( NUCLEAR SAFETY-RELATED) C.P.S.E.S. DWC.NO. SAFETY CLASS 1 SEISMIC CATECORY 1 CLEM ROSE CTH SH OF SAFETY CLASS 2 CLASS 1E flXAS l ASSOCIATED CIRCUITS SAFETY CLASS 3 D - y '_ ,
- - ---- .--. ,,_ _ _ ~
fBdpRDHD BOLTS ( A307) C/ CASHER - ,
*'-T C- -- -- g _
4 hl TRAY o m
~ '
-J .
W1 " L1 r[ 9 CHANNEL U E CHANNEL DR TS OR TS & TYPE K G G G < G l G _ l C D E F J T W1 L1 j A B C CLAMP TYPE K NOTES: , TYPE'K DET3DO SCHEDULE DET301 EXTENSION DET302 7" REtmRKS d av. m cas. M TEXAS UTILITIES GENERATING C0. I I,' EBASCO SERVICES INCORPORATED CABLE TRAY HANGER i
,I CLASS 1 REY.
(NUCLEAR SAFETY-RELATED) C.P.S.E.S. DWG. NO. SAFETY CLASS 1 SEISMIC CATEGDRY 1 CLASS 1E CLEN RDSE CTH OF SAFETY CLASS 2 lEXAS SH SAFETY CLASS 3 ASSOCIATED CIRCUITS
.- - D~~] \ .
., { WASHER R FOR 24 1hCH AND UP TRAY f 2-jp RD HH ,
BOLTS IA307) y TRAY W/ WASHER
$L b LJ.j il
[ CHANNEL C3_ _ l h- 5 m [ pi g f l BOLT
- -G _
l 3 x
- L. J ,F - - i CHANNEL - A LE TYPE L l{
G L [ g G L G L o . G L i G- L CLAMP BOLT WASH ANGLE A B C D E F G H NO. NKG TYPE SIZE CLAMP TYPE L U
, NOTES: .
1YPE L DET303 SCHEDULE DET3tM EXTENSION DET3C5 WASHER R NOT USED FOR TRAYS LESS THAN 24 IN. WIDE. ( SEE TRAY SPAN TABLE FOR SI7E).
- c. m = R ";%" REmannS -9 TEXAS OTILITIES GENERhTING CO.
EBASCO SERVICES INCORPORATED CABLE ;' RAY HANGER CLASS 1 - l'
'( NUCLEAR SAFETY-REL ATED)
C.P.S.E.S. REV* SAFETY CLASS 1 SEISMIC CATECORY 1 OWG.NO. j SAFETY CLASS 2 CLASS 1E CLEN ROSE CTH SAFETY CL ASS 3 ASSOCIATED CIRCUITS lERAS SN OF D ~ lL . . . . . -
L g t 2d 9RD HD C- ~~ - - -
-F BOLTS ( A307) r i i WASHER R FOR ~ "'W"INI" o
s p 24 2NCH & UP TRAY Do f _ TRAY ,
, L/
....q g.
' I h CHANNEL e E~ ~
CHANNEL J .G-"' H C BOLT TYPE M i
- e
! G L
- L G .
~
C L l G - L CLAMP BOLT WASH ANGLE A B C D E F G H HKG TYPE SIZE N O. ! CLAMP TYPE M . l i l %# NOTES: . I TYPE M DET306 I SCHEDULE DET3D7 EXTENSION DET308 1
. - - :: wa Ro.xS -
TEXAS UTILITIES GENERATING CO. EBASCO SERVICES INCORPORATED
- CARE TRAY HAMR 4 CLASS 1
( NUCLEAR SAFETY-REL ATED) AE V. SAFETY CLASS 1 SEISMIC CATECORY 1 C. P. S. E. S. DWG.NO. SAFETY CLASS 2 CLASS 1E CLEN ROSE TEXAS CTH gg y SAFETY CL ASS 3 ASSOCIATED CIRCUITS ,
.l.__ID-Id.~__.__ . .
. - - - - - ..- -,--,,, w - , -..-.-w m- ,.m_m._, _ _ . - - - . - . - - - - - . - - . _ . . _ . . --
L WASHER R FOR 4 ~ l4RD HD BOLT "Y 1 -B ( A3073 W/ WASHER lpBOLT j; gf-TRAY
" - F .. is CHANNEL 1 CHANNEL TYPE N F
- t i* C C L g
80LT WASH ANGLE N, A B C D E F G MKC TYPE SIZE l CLAMP TYPE N
}
- . +
NOTES: TYPE N DET3DS l ' SCHEDULE DET310 EXTENSION DET311 WASHER R NOT USED FOR TRAYS LESS E. 8 SEE TRAY SPAN kN2 p 0 S7
='- - -
"A Te AE . S .
TEXAS UTILITIES GENERATING CO.
- EBASCO SERVICES INCORPORATED CARE BAY HAM !
CLASS 1 ( NUCLEAR SAFETY-RELATED) c P.s.E.s. Dwc. No. REV. SAFETY CLASS 1 SEISMIC CATECORY 1 SAFETY CLASS 2 CLASS 1E CLEN ROSE CTH OF SAFETY CLASS 3 ASSOCIATED CIRCUITS TCIAS SH _____ - ___ - ... - _L D r L4 _ __...._.___
-._L. .
..m - - - - - -
I a
=
. TRAY !
WASHERRFOR 24 T l(RD HD BOLT NCH AND UP TRAY. ( A307) W/ WASHER i_ , _ , .
\ L
~
! VIAll (CHANNEL . E \W CHANNEL OR TS L2 DR TS 1 TYPE P G L l i G L G L ; j G L ! C A ANGL B C D E W1 W2 L1 L2 gggE
.' CLAMP TYPE P ,
! 's
- NOTES: * ,
TYPE P DET312 - SCHEDULE DET313 EXTENSION DET314
-:b u.=5 4
~
TEXAS UTILITIES r GENERATING CO. EBASCO SERVKES INCORPORATED , CABLE TRAY HANGER ) ( CLASS 1 (NUCLEAR SAFETY-RELATED) SAFETY CLASS 1 SEISMIC CATECORY 1 c. P. S. E. s. DWC. no. REY. SAFETY CLASS 2 CLASS 1E CLEN ROSE gyg.g _ SAFETY CLASS 3 ASSOCIATED CIRCUITSI 1 Eras gg cpr _. D e i5 _. ~~~~~~ . l , , ,
A _ l$RDHDSOLT g ( C307) W/ WASHER - C i l w]
. t. .
(
- I e
-l$80LT / .,: ,
CHANNEL TRAY 4. CHANNEL L WASHER $L FOR 4 INCH AND UP TRAY TYPE Q . G L G L . L G ( G L C T A A B C D E F G Ed'g ANGLE SIZE CLAMP TYPE 0 ! (s NOTES: TYPE D DET315 SCHEDULE DET316 EXTENSION DET317 g - unant n TEXAS UTILITIES i' GENERATING CO. EBASCO SERVICES INCORPORATED CABLE TRAY HANGER b (~ CLASS 1 1 ( NUCLEAR SAFETY-RELATED) REY. SEISMIC CATEGORY 1 C P.S.E.S. DWG. NO. SAFETY CLASS 2 CLASS 1E CTH I SAFETY CLASS 1 StFETY CL ASS 3 ASSOCIATED CIRCUITS OLEN ROSE TEXAS SH F
. D - 1 (o " .. .. . _ _ _.
l$RDHDBOLT A (A307) W/ WASHER 1 E T . (.I , 'T ! I I e e " - - + - - rCHANNEL
/. g J.
TRAY .t. EL y1 Lg WASHER FOR W2 "L2 4 INCH AND UP TRAY
. TYPE R B
L c . L c L c- - L o C C D E W1 W2 L1 L2 ANGLE SIZE ., A B CLAMP TYPE R
- NOTES ' ,
TYPE R DET314 SCHEDULE DET319 EXTENSION DET320
=,. . O v' Rtman$
~
TEXAS UTILITIES GENERATING CO. EBASCO SERVICES INCORPORATED I CABLE TRAY HANGER (' ( NUCLEAR SAFETY-RELATED) gg REY' C.P.S.E.S. DWG. NO. SAFETY CLASS 1 SEISMIC CATEGORY 1 SAFETY CLASS 2 CLASS 1E CLEN ROSE CTH SH W TEXAS SAFETY CL ASS 3 ASSOCIATED CIRCUITS p _ l=7 , iiii...-.. . . . .
{ WASHER I. FOR
- 24 INCH AND UP TRAY E_ A f{IRDHDBDLT 1
r tA3DTI W/ WASHER 1 T~
.g. TRAY s u -, 4 o I b yg gg i A
CHANNEL F OR TS W2 L2 TYPE S i I G- L G L G - L i G L C A B C D E W1 W2 L1 L2 ANGLE SIZE i CLAMP TYPE 5 .
'I 4
;> NOTES:- .
! TYPE S DET321
' SCHEDULE DET322 -
j EXTENSIDN, DET323 i w r. swi. me. 'd[ T' RD%RKS = l l ! TEXAS UTILITIES GENERATING CO. _ 1
. EBASCO SERVICES INCORPORATED
~
CARE MAY HAMER l ( CLASS 1 ( NUCLEAR SAFETY-RELATED) C.P.S.E.S. DWG.NG. REY. SAFETY CLASS 1 SEISMIC CATECORY 1 SAFETY CLASS 2 CLASS 1E SLEN RDSC TEXAS CTH SAFETY CLASS 3 ASSOCIATED CIRCUITS SH OF g......, e
i l' . -i s- {4RD HD BDLTS (A3D7) W/ WASHER g , c -r _, (
<w u 1
=
i-frTaar ,
/ _
- ,f- -
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