Text

Cable Ampacity Derating Factors for Conduits Boxed in W/ Thermolag (TSI Product)
	ML20128G968
Person / Time
Site:	Comanche Peak
Issue date:	02/24/1987
From:	Petty K; STONE & WEBSTER, INC.
To:	;
Shared Package
ML20127K787	List: ML20127K784; ML20127K789; ML20127K812; ML20128G931; ML20128G949; ML20128G955; ML20128G968; ML20128G986; ML20128G994; ML20128G998; ML20128H018; ML20128H031; ML20128H052; ML20128H068; ML20128H077; ML20128H092; ML20128H102; ML20128H112; ML20128H119;
References
	EE(B)-004, EE(B)-004-R00, EE(B)-4, EE(B)-4-R, NUDOCS 9302160204
	Download: ML20128G968 (131)
	v • d • e

{{#Wiki_filter:. i 1 s STONE & WEBSTER ENGINEERING CORPORATION i CALCULATION TITLE PAGE CLIE*47 & PAOJECT PAGEtOF(3 TEXAS UTILITIES GENERATING CO/ COMANCHE PEAK SES TOTAL NO OF PAGES.2 / - CALCULATION TITLE (Indcatw of the C%ectre): TE SAFETY i CLAS$1FICAllON Cable Ampacity Derating Factors for Conduits c Cim e l Boxed In With Thermolog (TSI Product) O C:m it O Non safew CALCULATION IDENTIFICATION NUMBER QFT10NAL R J O CA WO NO OlvtSION & GROUP WOAK PACKAGE NO 7 i 16345/6 EE (B) 004 XXX 13L. ,-=_e. REV. NQ - SUPPLEMENTS / CONFI A u AttON j l

APPROVALS-5KinA JM 2 ?.4TE INDEP3NDENT OR NEW SUPEACECES REQUi AEC W)

PAEPARERSVDATE(5) REVIEW 1ERSVOATEtS) AEVIEWERSVDATE(S) CALC.NQ CALC /AEV NO YES NO ; } &ff.yg g), $24'17 klAfb'"Y*A y { 9 ye.na Abj u.v. Pawe H v Fam i i I i i i J 4 d N j Dli.TRIBUTION i I l GROUP I NAME 4 LOCA110N GAOUP NAME & LOCATION AECOAOS MGT.

Keith Petty 245[4-i ALES (OR FIPE I

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l. J. Bernson CAG-Records Ret.

I EDC-CAG l ' Job Book File 19.- 2 l EDC-ESG i c/o D. Shea-1 l Job Book File 19.- 2 l 'lICFG l c/o D. Goodman l l c/o D. Goodma.n ESG 9302160204 930119 PDR ADOCK 05000446 A PDR \\

STONE & WEBSTER ENGINEERING CORPORATION CALCULATION SHEET A 5010 06 ' C ALCUL ATION IDENTIFICATION NUMBER J.0, 0 R W.0. N O. OlVISION 0 GROUP . C ALCUL ATION NO. OPTIONAL TASK CODE PAGE 2 /6pG/6 EE(D M -e V % xx-ISL ^ i 2 3 INDEX 4 5 6 7 PAGE'HO. 9 TITLE PAGE l is 2 it INDEX 3 OBJECTIVE 3 CALCULATION METHOD / ASSUMPTIONS 7 7 . REFERENCE b CONCLUSIONS BODY OF CALCULATION tt i tt 23 APPENDIX A: COMPUTZRS RESULTS THERMOLAG THICKNESS =0.5 IN. [ APPENDIX B: COMPUTERS RESULTS THERMOL. THICKNESS =0.75 IN. Es s 6 ', 27 te 764.cp/fews hvrzs. 4.4y (saQ f 8 s.+Mamo:, (oe,/,j ATTACHMENT C ATTACHMENT D 7(CE/kwE(oJ N N k (S M i# M M @6O 32 -33 A 35 .36 37 30 39 40 43 42 43 44 aS 46 t j

STONE 8, CEBSTER ENGINEERING CORPORAVIOPS CALCULATION SHEET 4 $016 &S C ALCUL ATION IDENilFICATION NUMBER J.O. O R.W,0. NO. DIVISION D GROUP lALCUL ATloN NO. OPTIONAL TASK CODE PAG E 3_.,_ MsYC/6 EE $D ? -6d/

M Xxx.y i

a 3 OBJECTIVE: 5 6 ? In order to meet Appendix R require' nts, some conduits are required to be enclosed with Thermal Sotence Inc.!s Thermolag 330-1 product. Existing cable ampacity test report for enclosed is conduit (see-Ref. 1,2) tested condd it. installed-with pre-f ormed or shell shaped Thermolag - ' Brown Root procedure CP-CPM-10.3 permitted the conduits-to be boxed out instead. 1 16 47 is 2-This calculation will develope the necessary cable ampacity derating factor for cables in conduit, installed'in free air, tl that are enclosed with Thermolag 330-1 in a-box shape, 23 3 ts 26 27 4 CALCULATION METHOD / ASSUMPTIONS: 30

1. Existing cable-ampacity-of-cable. Installed--in conduit' "in:

32 ~ -air" are taken -from ICEA p-46-426 pg.-264 for triplex power 3 cables.- The: method.and equations used-to calculate these-ampacities-are described in the forward of the' standard. With few 37 i 38 exect*,ns, approach used by 'the sandard is-taken.from -the 3, - Neher-McGrath paper (Ref! 4). This approach will be_used,_ except L** when necessary to properly account for the installation method of 43 .Thermolag. .s 46

i SVONE EL CEBS?EC ENGINEEQlNG C00POQAT10N I CALCUL ATION - SHEET s & $010 45 i CALCUL ATION IDENTIFICAT.10N NUMBER i l-J.O. O R W.Q. N0; OlVISION S GROUP C ALCUL ATION NO. OPTIONAL TASK CODE PAGE N i //,3Vs/6 EE(B) oc# Isas k. X x e ct. i 1 I 3

2. Existing thermal circuit-for bare conduits is:

) s 7 e Tc. : W sw w

Ta -(utsiair sie.>

i Co W bl kd fe. io 11 12 13 i 14 Rit-thermal-resistance of the insulation st i is Rad thermal resistance between the cable and the conduit. l Ret, thermal resistance between the conduit and the air, f. i i si t I tt 23 { Conduits, boxed out with the Thermolag are modeled as:- l SS ) 26

r Te. :

,s i.w -r %e ~% w V Ri. ed kt es Re.' e, 50 j_ 3 3t l 33 34 g I Rct: thermal. resistance between the. conduit and.the'Thermolag 36 n Rt: thermal resistance of the Thermolag material' se Re':-thermal resistance between the Thermolag and. air 3, so f l-43 thin air gap _between the conduit and the Ret is -modeled as a 43 46 I I' l + -.., ~, ,.,.,,,,,,.,,,.n.

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

STOME & CEBSTEQ ENGINEERING CORPOR ATION CALCUL ATION SHEET & S010 6S C ALCUL ATION IDENTIFIC ATION NUMBER J. O. O R W.0, N O. DIVISION D GROUP C ALCUL ATION NO. OPTIONAL TASK CODE PAGE S~ /43n'/6 EE6s3 h eA/ a nso x u _/m. t Thermolag and will be developed in a similiar fashion as Rsd. The box shape will be equated to a cylinder. Its diameter will 5 produce the same surface area as box shape, 7 s 9

3. The ampacity of bare conduit is calculated -to comfirm that the ia proper equations have been used and to use as the basis ampacity in calculating the derating factor.

However, actual Comanche Peak cable dimensions will be used. This will produce a difference of less than 1 percent, when compared against-the ICEA 57 i.

standard value. 20 ai 4. The insulation / jacket thermal resistivity is taken as 350 ,f C-cm/ watt.(see Ref 5) Cable dimensions, ac resistance of the 1/C and triplex 600-V cables are taken from Gibbs & Hill Calculation IV-8-Rev.8.Thiscafulationhasbeenreviewedby the

preparer, er including its source.

Nominal cable diameters were used in the G&H calculation, and will be.used here. Only Ri and Rsd use cable 3 6imensions, and since.- these terms are used in both the bare conduit and the enclosed conduit variation in-these terms do not affect the resulting derating factor. 36 37 5. The conduit size was selected to be the smallest size conduit 3, 'that the cable could be_ installed in. Conduit dimensions were 42 taken from Anaconda Handbook (Ref 6). Conduit surface emissivity is taken as 0.82 from Ref 1. 45 46

STONE P CEBSTER ENGINEEQlNG CORPORATION CALCULATION SHEET a ma ss C ALCUL ATION IDENTIFICATION NUMBER AO. O R W.O. NO. DIVISION 0 GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGE d lh3$fb EE (D S& M XXJc-/3L t

6. The thickness of the Thermolag can vary from 0.5 to 0.75 inch.

5 4 Derating factor will be calculated for the extreme in thickness. 3 Thermal conductivity of Thermolag is 0.1 BTU-FT/HR-SOFT-F and its i e surface emissivity is 0.9 as taken from Ref 7. s 10 i

7. The equations and data will be entered in to a LOTUS template, 6

12 ,3 using LOTUS ver 2.01. This personal computer software is run on a I ' Standard IBM personal computer or compatible. The output of the template is via cambridge Spreadsheet Analyst Ver 2.0. This will i i6 i i, provide total documentation of what the actual equation, data, and results are. 20 21 2e 23 8. AmpaceAes an t;ns,rl w one &d+ a> der Thouoly. Sk>eJh, & n+41 an uo+ ayeyr4le (or MI 4 pie wudu<% under W Ther k lif e7 sa Yo 7%rA h h%!f & CdC4ldW.* 30 t 100 y /- fhuuuratb AMAvi rv Lunt trkomA& \\ C41CRMT8b Afff b<TMcGr' 7t@ekdKr / l., 33 l Calcakk& kpe;Q ud Ten 'valm, an used k 4;cve i evaa. 37 h to. As abl&A ched,(prepr&)pVy w/t he clekd adeddela w les/ rohs aw xa M-f% - gm6e. 42 [ 43 44 4S 46 i . -. ~.... -.. - _......,- -

. ~. _ STONE & WEBSTER ENGINEERING CORPORATION CALCULATION SHEET j ), A sDM 6$ j C ALCUL ATION IDENTIFICATION NUMBER i - J.O. O R W.O. NO. OlVISION D GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGE 7' thyc/4 EclD M 6W 199 XBxvy i 2 4

REFERENCES:

e

1. TSI No. 111781, Thermal Sciences Inc.

i 2. U.L.R6802 , Letter-Report Jan 21,1987 From Underwriter's 4 l Laborptories Northbrook,Ill. to Yhermal Sciences i,

3. ICEA P-46-426-Power Cable Ampacities, 1962,-IEEE, New York

'S 4. "The Calculation of the Temperature Rise and Load Gn..$ ability l

6

{ of Cable System" J.H. Neher, M.H. McGrath AIEE Transactions,pt. i, III PAS,vol 76,0ct~. 1957,pp.752-72. i, 1 'o 5. Telephone conversation between L Ly(SWEC) and Bart si Bartolucci(Okonite), ATTAc H MEEM f C-23 l

6. )HAwr>4 DasI k rA m m hsuu.s PC ~76co-3,198/

j. es 7 Telepkme w wesa.h w ce.keaa h' &Hy (Md) a+<d

e. Lokw (Tsr), nvraatmar o ae-h.

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STONE P. CEBSTER ENGINEEQlNG CORPOQATION CALCULATION SHEET s wn ss C ALCUL ATION IDENTIFIC ATION NUMBER. J.0, O R W.p. NO. OlVISION & GROUP CALCUL ATION NO. OPTlONAL TASK COOE PAC E.d /43r# E(O 4mgD-eV -es xxx-m 1 2 3 fiWCLMicw : ange sledahd caue a eknth fadie d iksfalle( n cwdkit + 10 / 6 eSa-o.s' r o,75 nicL r/terp.s(9 fe 4'%y, "&sA cable c ae ist TLu sA W debt.)siir k+# Ws /9 % dt. & su a is e. rderMay. 'o .Teot /t# 7' 26 'bu ad " draci1Gehr, & is yIsM ggaidy NGa 44i +4 deraN Ved. 6/u/aleda adhu l Lwrx-affwl-ce bere- &dass cwfure e Veacy aeil M Bo:a iit Ian Gded.<kd uk / cudiais u# pnM %ts Conan wed tvi% 4ew sk /2 art 92. M ! 12.4d a l{eaf9 H. = o k k f " conti.h 4 wl, Q.2 'wo.;r VaP-1ahey A h+ /2Qsidf cea saferW -h bz % ;f:/formeR. katwih

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e STONE & CEBSTER ENGINEERING CORPORATION CALCULATION SHEET & $010 SS CALCUL ATION IDENTIFICATION NUMBER J.O. O R W.p. N O.- DIVISION & GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGEY t&s/ch eWo m sest xxmm 3 Bobv oE1.u.cutAnw 4 / 5 6 7 ion Ye-Ta can anpac;9. z -s+p = Ac*Au lot k' Te : coudk*r ley = '70 t +ot { he.cwlyueokdeukpdden&G Tw: arbukt Jenys - f fac. ' Coadpe.sg. c roses 4 cute @ & fot - +Aha & YL4 8-p 4//+ rou h e. coukas : 22 p.k= f; t Rd + Re -lletal ohns -f+ 24 2S fon Euclosd Coudww-% a. Ri6 Ri + Ks./ + k i & + re ' +1erM ek -f+ 30 3i Fhe. Euclosed Coadsh - SAdl skys 34 ff [ b GX St. h ~~ 36 37 Y b N MOh MN e aad aw. 40 di 42 -43 ~44 45 46 )

.= L-STONE P.L WEBSTER EMOINEERING CORPOR ATION CALCUL ATION SHEET 1' me.s j C ALCUL ATION IDEN TIFIC ATION NUMBER j J.0, 0 M W.O. N O, OlVISION & GROUP CALCUL ATION NO, OPTIONAL TASK CODE PAGE dQ - /ovs/6 etcal ann w & xxx a 1 I 2 f 3 f Tr.plof C6 E k Dill & if cc/ gb cleveIy< deradu:7 [Gclet 1 P.i -

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.I j SVONE P. 0EBSTER ENGINEE RING CORPOR A710N [ CALCULATION SHEET A soio u l C ALCUL ATION IDENTIFICATION NUMBER J.O. O R W.O. NO. OlVISION & GROUP C ALCUL ATION NO. OPTIONAL TASK CODE PAGE // 1, . /63 Vs/6 ats) enired/ ^ xxx-/.n i t I i g_.4., _ +ke%l. ekw -f+ s+n j Ci4 i.7 + be.o w cs.c 4 o. ow + 7J (hiya(6tgl? y ( gM wm A-n, a,. 3. o c.= - a m Ts.::s5', k ' > 2, cuaer atowebleddi+pck. [ f, ] 4. o on 4 g 4 l$ (.,) 4Lerut-cks J+ jhvepub qw&j i,- (a : -tAerdreshg of Thuf. t-cWtr-l now comi43 Rd a = o./ sru-pr/a# r =a f ta o, a i n. F K f - CA g g = N mv)eaW'/r(%3 l e g.us,re,3 j. \\)7v/uv 31 I h1e)) 33 e1 -{01s f l . g o.i 37 -i '7 k [. Ih - ~ ~ 'J t 39 y E 0 8[ th i L U~ ,l f w w w m a%g e 46 4

STONE E. WEBST E R ENGINEE RING CORPOR ATIO N CALCULATION SHEET um.3 C ALCUL ATION IDENTIFIC ATION NUMBER J.O. O R W O. NO. DIVISION & GROUP CALCUL AllON NO. OPTIONAL TASK CODE PAGE/_Z._ /b36/6 est-unD .M'r co+ M Xxx-/3d t D bl O L Ye*8 N bl 08 4 b OK Q d Y fa v T( 4Lekuess d TherNWg 5 u.%2 e dia rdec d edu:1, ~ 8 4D MbM bM t 8N d bk k4t b IbO. E ( to w CoMdkt f fGMf L l/ [7D1 4 SkrT cf drVA. '8 ~ e.,1, u se-4 i5 I le4 sa ka ua 6a s u fu e u a cy nder i u = 19 D, .,1 [ k n t, Te} i L 22 /,2'7 [ Dcp t 2 4 7~+ ) = 24 ts N k I ~ 27 28 f, kh ( EM 8 1 t M C4 kR$ g 32 33 34 35 36 37 38 39 40 41 42 43 44 4S 46

STONE P WEBSTER ENGINEERING CORPOR ATION CALCULATION SHEET & 5010 6$ C ALCUL ATION IDENTIFIC ATION NUMDER J.O. O R W.O. N O. OlVISION D GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGEl3 /bs%'*16 M B) cMb-ced A X xx-/R ~ t Eaum wlua k J cm'mhx AAt-i / / 4 5 6 $MM 4l 45 : MPACITY-MPS: cg g, _4h(g. !I...I...................... hf'e^d die " foe -D I N (h* N7% dM u e w E(:Atc.) AkgetcJ - cAloJ44(16 cams - l fx. co K+ todkud Tkrso%. 14 e l$ II"$$El[c'tu A Acde [ Ccudo& sa sk.hh - Xo F %-% Tc. 94 ?@~

r 4

a n is 49 t'901ED-THERMOLAG MIR @ d4r -lu ConMW"f <-CN.c&44rdD Lomb-Cc Olur OJCWAD lb 13eX C-W % & %3o-I. ea 50 ' PRE-r0RMED-THERM 0(AFP) 7 _g,j, g 23 sy to - co &2 eucksw as 4 l prtM sluyes a' rkrkdat9 51 : 28 3 4 h so u : 3, 54 P00!ED THERMOLA6 % dem4 - kn shk 7k%fy l 7 3, 55 ' PRE-FCRME THERMOLA4 3s 4eu ts);. 39 40 41 42 43 44 45 46

FILEstend-aap.vtl RANE Al. 655(ENilRE MODEL) CREATED: 2/16/196722:24 CELL CONTENIS REPORT.APPE%11 A CALC. C...E (. / $ M..-XW-M Page t /3 1 -A-I -l-1 -C-1 D-I -E-I -f-1 -4 1 1 1 1 I I I I . ~ 2 1 1 1 1 I I I I ...... ~. -..................................... 3 l' CABLE AMPACITY ANALYSil I t i l il 1 1 I i 4 l'ConAaCHE PEAK I I I I I I ......... _.......... -.......~.............. ~.... ~... -..................... 5 l'CONDUli '901ED' WliH 11 1 1 I i lHERMOLAG 1 t i i l ............................................................. ~........................... ~.. 6 I I i 1. I l 1 ............................ ~.................... ~... ~...... ~....- ~............. 7 1 1 1 1 1 I i .................................................... ~.......... -. ~.. ~...... ~... 8 !' TEMPERATURE INPUT 1 l' t I l' I i ~........... ~....... ~...................... ~. ~...... - - 1 l' l' i I l 1 - -...-............ ~...- - 10 l'TC-CONO. TEMP C lt901 l' i l' 1 I ........... ~........................ 11 l'iA. AntlENT Alt C 11401 l' I i l' 1 1 2 ........ ~.................. ......................... ~........... 12 i i l' I I l' I i 13 l' CABLE DIMEN. INPUT I l' i 1 1 1 1 .. ~.. 14 1 1 1 1 1 I 15 l'DESC: l*3-IIC 750 !*3-1/C 500 l*3-1/C 350 t*Til 4I0 t'it! 2/0 l'TRI.2 I 16 l'DCOND.IN. It0.9961 !!0.8131 110.6811 It0.5261 !!0.4191 !!0.2921 I 17 l'lICOlt.IN. !!!.2931 Ill.0731 !!0.9441 It0.7311 !!0.624) 1[0.4471 I 18 l'CAILE 0.9. IN. 1(2.761 ![2.311 I(2.031 1(!.5791 II1.3481 1(0.9661 I 19 l'RAC RICRB IIII/F1 1122.391 !!31.361 !!43.21 tt68.111 !!!08.541- !!213.361 I ... ~.. b 20 l'MM, MSIL C-CR/tAitt3501 !!3501 II3501 It3501 !!3501 = 113501 I if 1 i i i i l 21 1 1 1 -l I -.~ 22 i' CON 0uti Silt INPUT: 1 1 1 1 1 ~.. -.. 23 i 1 I I-1 1 I 24 l' NOMINAL SilE IN. It41 It3.51 tt31 1(21 1(1.51 !!!.51 I 25 l'0VTER DIAR. IM l(4.5) 1(41 !!3.51 (2.41 111.91 Ill.91 1 The Cashridge Spreadsheet Analyst .w

ji ). FILE:cond.up.di ilAN6E A1..GS5(E411REMODEL) j CREATED: 2/16/1987 22:24 CELL CONTENTS REPORT-APPENDl! A CALC. N 5 Page 2 l .A. t .g. t .C-1 0- -E- -F. I 6-26 l'ERISS. ll0.821 '110.821 (0.121 !!0.821 it0.821 !!0.821-i i I 27 : I 1 I i ........................................... ~....... -...... ~............................... -. ? 28 l'THERn0LAGDATA: 1 1 i i I .................................................................... ~..... ~.......... ~... ~. 29 : i l i I 1 I q 30 l 1(0.51

(0.51 1(0.51 1!0.51 1!P51 1(0.51 1

..... 'TH3CKES6 IM....................................................................................... j 31.' TERM. RESl$ C-CR-BAlil!577.71

(577.71 11577.71 It377.71 tt377.71 It5'7.7) 4 i

r ........ ~..................................................... i 32 l'ERISS. !!0.91 ito.91 It0.91 1t0.91 1t0.91 1(0.9) i l 33 I t 1 1 I i i 34 i'CALCtllATED TERMS: l' I I I I I ..........................................................................~....... -...........I t 35 1 1 I I I l 10.01261204 : 0.0126C20 *t 10. 0125020+410. 012 *E20*t : 0,012420 e 8 : 0,0126620+41

s 36 l'Ri IE RMAL-OHRS-Fi

- L06(117/116106(Clf/C16tLO6(Ol71916tLO6(E17/E16 LO6(FlflF16R06(617/6161 1)(0.4'52031)(0.5M1381)(0.5956641)(0.5933901)10.7264761)(0.7766431' 1 2 t 1681 1541 1501 150i 1381 I621 a j 37 l'Rsd TERMAL-OHMS-Fi 13

17 / (1 + 610 : 347 / ( 1 +C 181347 / ( 1 +018 : 36 ; '/ (1 +E 18 : 3517 / ( 141813817 / ( 1 +6181 i

I s (3. 6 +0.0211 H 3.64.029 : e (3. 6 + 0.0291 H 3. 6+ 0. 0291 H 3. 6+ 0.029 l H3.6+ 0.0291 1 4 0)) [3.241 4 01) 13.821 4 0)) 14.301660)) (5.40: 4 0)) (6.221 4 0)) (8.281 I-10441871 14407211 1735 % 71 : 17204941 10786691 1317991 I I 30 l'Re TERMAL OHhS-Fi 13*1.51(1+1.13e9.51(1+1.13*1.5/(1+1.1369.5/(1+1.13e9.5/(1+1.13i9.5/(14.1 i i 176025*(326ti?6C254(C26+174254(026+17425+(E2647eF25+(F26+1756254626+1 l 10.41)) 12.710.41)) [3.010.41)) (3.4 0.41)) 14.710.41)) [5.7!0.41)) 15.71 13706'J661 143571121 26096451: 135477861-131M 2351 131062351 ! j 4 39 l'Rth TERMAL OletS-FT. 1 +3*I3743 : +C36+C37 +C31436437+3314M+E37 +E3 t +FX43743 l + 6k 6 4 l816.4%%918 (7.37411618 (8.32912218 (10.7360718 (12.67932l8 (14.789M I 1221 - 1881 ~1631 1331 -1541 - 1391 ~t .- -... -. - ~ i -. j -40 t'Act THERMAL OHMS-FT. 13617/ ( 1425:3 H 7/ ( 1 +C25 t 347/ (1+02513*17 / (1+E2513417/ I H3.6 +0. 0291 H 3. 6 +0. 0291 H3. 6+ 0. 029 l H3.6+ 0.029 t H 3. 6 + 0.0291 H3. 64. i l t li35)) (2.01:i35)) (2.3414551) 12.651655)) 13.78:855)L(4.69tt35))'[4.69 i-12093111 11597791 !8673261 16753781 ' 115 % 521 115 % 521 1 .. ~............................................... 41.;'Rt TE PMAL DHM-Fi 10.0125343110.012*3*C3110.01243+t'3110.012*DE3110.01253*F3110.012434311 i 1*R06(1.12916E06(1.1281*E06(1.128 tee 06(1.1281*E06(1.1281*E06(1.1281 [ l l e 425+2430 ! H C25+ 2 *C30l HD25+2* DMl e t E25+ 2+E30 l H F 25+ 2*F30 l H625 + 266301 L l - 111(1.1294(Bill (1.128e(C )/(1.129e(D11/(1.128HEl)/(1.126*(Fill (1.129H61 - L i 125+2430)-2:25+2*C301-2125+2*D301-2125+2*E30)-2125+24301-2125+24301-21 l. I 1 4301) (1.51*C301) L1.71eD301) (I.11*E301) (2.7:430)) 13.216630)) [3.21 F i 187543881 162794031 151711901--129682411 195352071 195352071 1 42 18Re' THERMAL OHM-FT 13t9.5/(l+1.13*9.51(14.1369.5/(1+1.13*$ 5/(1+1.!3*9.51(1+1.!D9.5/(!O.: J ? j; J'

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4 I FILE:cond asp.dl RANGE Al. 655(ENTIRE MODEL) CREATES: 2/16/198722:24 CELL CONitNil REPORT APPENB!! A CALC. N0. Page 3 .A. 1 3 I I -b i -E-1 -F- ! t 1781.128e(8217el.120 iC21781.128s(32:7tl.12ga(E217et.129s(F217el.12Bs(621 1 15 + 2 tI30 ) e (Il5 + 2 *C301 s (C 15+2in30) e (0 : 5 + 2 eE30) i(E 15+2 iF30) e (F 15+ 26 1 132+0.4!)) I132+0.4!)) t!32+0.4l)) ! 32+0.41)) t132+0.4!)) I132+0.41)) {i e i !!.92355612112.10172651112.31627245112.98711127113.439 % 733113.4*99673311 j 43 l'lth' THERMAL OHM-Fi l+B36*B37+l4t+C36+C37+C4 +036+D37+Ht+E36*E37+E41+F36+F37+F41+ lbHl+)42 tibC41+C42 It0+D41+H2 (10+E41+E42 Itbr41+F42 (10+6416642 If I 11.301878691110.53666411111 is5968161115.503142911;8.37417901t?0.464917511 44 i t I I I I l 45 l' AMPACITFAMPS: i 1 I i I 46 i l i i i t i 1 j 110M etS0R f ( 11000

tSQRi t t l Mo s tSOR T ( 11000 *tSQRi( 11000*tSORi ( l l M0 *tS0R 47 l'lARE(CALC.)

!tlHlblHil(lH10-lHiltlH10 lHiltlHibillll(lHiblHil(lHiblHil i i t) / (9194939111/ (C196C3911) /(019:03111) / (E196E3911)/ (F19*F3111) /(61H6391 4 I !)) (509.0201)) 1464.9881)) (372.7721)) (259.9681)) (190.6151)) (125.8901 1 19381 12371 11861 17441 19011 14121 t 48 ;' BARE (ICEA)

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^!!!301 I 49 l'901ED-THERMOLA6 tlM0*tSQR1(11000*tSetf(11000*tSQRT(11000*tSORT(11000stSORT(11000*tSORT(I I (thlblHi!(lBilblH!!(lHlblH11($H10-18til(lH10-lBill(lil10-lllli i t ) / (519894381)/ (C196C4311) / (D 19 e D43111/ (E196E4311) / (F 19tF 4311)/ (61946431 !)) (489.9731)) (388.9 % I)) (312.3 % 1)) (216.3381)) (158.3381)) (106.9571 i 15311 12431 18241 5931 13521 15361 50 l' PRE-FORMEbfHERM0(APP)i10MetSOR1(!!MontSGRT(llM0*tSORT(11000*tSORi(11M0*tSQRi( 10 Mets 0RT(! I 1 (lH10-lHil(lH10-lHi t tlHibillll (Stilbillll(lltiblHi t tlHibilil! I 11)i (819 t ( H i l) / (C 19e (C411) / (019 e (D4 t !) / (E19 e t E411) / (F 19e f f 4 t !) / ( 619 e (641 1 13-M01)) (5:3-C40))) (413-H0))) (313-E401)) (21FF40))) (113-640))) Ill. I 156.5405091 141.0834261 154.6707811 148.8553501 83.4873191 121.8124751 : 51 1 1 1 1 1 I t 52 l'1 AW ACITV KRATING l 1 i i 1 i 53 i i i i 54 l'801ED THERM 0LA6 1100*(1-849/1100*(1-C49/itMe(1-D49/1100e(1-E49/Il00*(1F49/1100*(1-649/1 1 19471-115.81:C47) (16.34 047) Il6.19 E47) ll6.78 F47) (16.93l647) (15.031 t 156M31 1277761 1631611 1284601 1329641 1242301 1-55 l' PRE-FORM 8 THERM 0 LAG !!004(1-850/tt00*(1-C50ll100*(1050/1100*(1-E50/1100*(1 F50/!!00*(1-650/t 1847) [5.514 C47) 15.140 D47) 14.855 E47) [4.274:F47) 13.7391647) (3.2311 1 1308051 1949641 1989271 1897371 1766611 1588421 ..2

} FILE CONO ANP.t*!! RANGE:A1. 655(ENT!tt n0Kl.) CREATEli 2i16/1987 22:30 - CELL CONTENTS REPORT-APPE3113 CALC. NO..Sp~d.Q.,gW/-XM*M I Page 13 1 -A-1 -0 1 -C. -D- .E. I- -F. l 6- -I I 1 I I i 1 I i 2 I I I I I I I I 3 l' CABLE Ar &Clif ANALYS!! I I I I I i IS ' I I i i 4 l'C0MANCHE PEAK I I I i i I i ...... -............... - ~................. 5 l' CON 0Ulf '901ED' WiiH Tl 1 i I I I IHERR0LA6 I l 1 i i l 1 4 .............................................. ~.......................................... 6 1 1 I I 1 1 1 1 .................... ~................................... .......... ~.....-... ~......... 7 1 1 1 1 1 I I I 8 l'TEMPEliATURE INPUT: I l' i 1 l' 1 I .....................................-.............. ~..... -.......... ~... 9 l' I l' 1 1 1 1 I ,...... _.... ~................ ..... -......... ~....... - -. 10 l'IC-COND. TEMP C !!901 l' I -l' 1 1 ...................................... - -.............. ~....... - -. 11 l'IA-AMI!ENT Alt C !!401 l' 1 I l' I I i ....-... ~.....~ ~. -. 12 1 1 l' I I' I i ................~ 13 l' CABLE DIMEN. INPUT - I l' I i l 1 I 14 1 1 1 I i 1 1 1 ............................................................~........... 15 l'DESC: l'3-1/C 750 l'3-1/C 500 I"3-1/C 350 l'IRI-4/0 l'it!-210 !"TRI-2 I ........ ~....................... -......... 16 l'8 CONI Ih. It0.9901 It0.9131 1[0.6811 It0.5291 It0.4191 It0.2921 .. ~. -...... 17 t'l/C CD. IN. 4(1.2931 Ill.0731 It0.9441 It0.7311- !!0.6241 110.4471 1 ....... -..... - -....... -. ~... ~...... 18 l'CAILE O.D. IN. It2.761 It2.311 It2.031 ill.5791 Ill.3481 !!0.96&1 1 ~... ..... ~. ~. ~........ 19~ l' TAC Nits Im/F1 lit 2.391 !!31.361 !!43.21 1t68.911 itt06.M1 It213.361 1 20 l'IEM. MB18. C-CN/WATlt3501 1(3501 It3501 1(3501 !!3501 !!3501 1 li l I i 1 I-1 5 ~. -.... -.... - 21 1 I. 1 I I I i 1 22 l'CONDUlf Silt INPill ! l l t i 23 I I I i 1 i l-24 l'NORINAL SilE IN. it41 !!3.51 1t31 !!21 Ill.51 1(1.51 1 25 l'0 UTER DIAM. IN It4.51 !!41 !!3.51 1(2.41 It!.91 Ill.9) The Castridge Spreaddett Analyn ( r ~, - -

FILE Coul-AMP.C31 RANGE Al. 655(DfitRE MONL) CREATE 022/16/198722:38-CELL CONTENTS REP 0ti-APPEEDl! 8 CALC. NO. g [ [, @, g. p X T Page 2 -l .A. t 8 -C-l + 1 -E-1 4 I 6-26 l'ERISS. !!0.821 lIO.821 II0.821 !!0.821 !!0.821 !!0.821 1 1 27 I i 1 1 l l 28 l'THERMOLAG DATA: 1 I t 1 1 H I 1 1 I I l 30 l' THICKNESS IN. It0.751 It0.751 - II0.751 (0.751 ito.751 !!0.751 1 31 l' THERM. RESIS C-CM-llATTit577.7) it577.7) !!577.7) It577.7) It577.71 - It577.71 1 32 l'ER!SS. 1[0.9) !!0.91 1t0.91 II0.9) !!0.91 1t0.91-1 i 33 I i I I I I 34 l'CALCLtLATEDTERMS: l' l' I -- i M ! I I I I i 1 1 _......................................................... ~....... _...... 36 l'Ri THERMAL-0HMS41 10.0126820*810.012*C20*810.012*D204810.012eE204810.012*F2048:0.0124620*81 1 !LO6(817/816tLO6(C17/C16 LOG (Ol7/1161LO6(E17/E16tLO6(F17/F16!LO6(617/6161 I t) (0.4542031) (0.5M 138!) 10.5956641) 10.5933901) (0.7264761) 10.7766831 4 1 1681 1541 1501 1501 1381 1621 I 37 l'RsdTHERMAL-OHMS-FT 13e17/(1+81813+17/(1+C1813e17/(141813e17/(1+E18:3 elf /(1+F18:3417/(1+618 I I le(3.6+0.029te(3.6+0.0291*(3.6+0.021:e(3.6+0.029:e(3.6+0.029:e(3.6+0.0211 1460)) [3.24te60)) (3.021660)) [4.3016601) (5.4018601) [6.221660)) (8.28: 1 10481871 I4407211 1735 % 71 17204941. 10786691 11317991 . ~......... ~. 38 l'Re THERMAL OHMS-Fi 1349.5/(1 .Je1.5!(1+1.1349.5/(1+1. 3*9.51(1+1.:3e9.5/(1+1.1369.5/(l+1.1 17 825eI M +17eC25e(C26+ 740254(326+17eE25e(E26+17eF256(F26+17e625e(626+t i 10.41)) u.7!0.41)) 13.010.41)) [3.4!0.41)) 14.710.411) (5.7!0.411) (5.71 1 137883661 143571121 126098451 135477861 131M2351 131 % 2351 1 39 l'Rth THERMAL OHMS 4T. le836+837+83t+C36+C37+C31+8%+037+D31+E36+E37+E31*F36+F37+F3:*636+637+631 1 1816.4M56918 (7.374116 8 (8.329122i8 (10.73607:8 (12.6783218 (14.789%I 1 1221 1881 1631 1331 1541 1391 i 40 l'8ct TIEEL (80154T. 13e17/(1+92513417/(1+C21:3e17/(1+02513e17/(1+E25:3el?/(1+F23:3et7/(1+6251 l le(3.6+0.0291e(3.6+0.029te(3.6+0.0291e(3.6+0.029te(3.6+0.029te(3.6+0.029 1 1855))(2.03555)) (2.34:e55)) (2.651e55)) (3.78:455)) (4.6916551) (4.69I i 12093111 11597791 l8673263 16753731 11516521 !!5 % 521 1-41 l'Rt THERMAL Olftfi 10.012e3*B3110.012e3*C3110.01743e03110.012e3*E3tto.012e3eF31:0,01243e6311-I tee 06J1.1281*E06(1.128:eE06(1.1281*E06(1.1281*E06(1.1281*E06(t.1281 i 1*(825+2*B30:e(C25+2eC301e(D25+24830te(E25+2*E30te(F25+2eF30!e(625+26630: 1 1)/(1.128e(81)/(1.128e(Cl)/(1.1284(lill(1.128e(Elll(1.1284(FI)/(1.128e(6. i 125+26830)-2125+2*C30) 2125+24930).2125+2*E301-2125+2*F30)-2:25+2e630)-21 I le830)) (2.21eC301) 17.415010)) 12.71*E301) [3.7teF30)) (4.414630)) [4.41 'I i 163038661 199916521 192622281 l66279971 181046541 181046541 ! ................ ~....................................... _j I The Cambridge Spreadshut Analyst. i-a

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4 11.77323321111.92355612112.10172651112.63961761112.93711127112.9671112711 1 43 l'Rth' IHERMAL OHM-FT 1+B36+937441+C36+C37+C41436 437+H l+E36+E37+E4t+F3D M 41+636+637* 10+841*l42 (10+C41+C42 00+D41+042 (10+E41+E42 ll0+F,. ( e *t0+641442 Il 1 19.827050551111.09561621112.45604621tl6.19324681119.1070174v '.217755911 l 1 44 1 1 1 I I i 1 1 3 45 ' AMPACITY AMPS: I I l I j 46 1 1 1 I i i 1 i 47 l'BARUCALC.) 110Me tSQRi(11000 etSORT U 1000 *tS0RT U 10C0*tSSRT U 10006tSORT (llMostSORI O 1 i H85104HI1 (19110-68$11 HH104H11 HH1048611 HH104H11 HH1048$11 3 I ID/(8194839111/(CusC39lD/(D19+1391D/(ElteE39111/(F19tF3911)/(619e6391 I I)) (581.0201)) (464.9800) (372.7721)) (259.9681)) 090.615D) (125.9001 1 19381 12371 -1186). .17481 1909) 14121 1 1 I 48 l'8ARE(ICEA) !!5961 It4771 1I3841 1(2781 !!2041 !!!301 1 49 l'9010-THERMOLA6 110M*450RT (! !000 *tSORT (11M04 tSORT( llMetSORT u l0M e tSORT U lM0 s tSQRT H 1 L O B11048$11 HH 10-stti dlB1104H l ! HD1104Hi l($H1048t tl HH1048611 l 1 1 D i(81H94311) / (C19*C4311) / (D195 H31!) / (E19sE4311) / (F19tF 43 t t ) / (61946431 1 1 1)) (476.7010) (379.0710) (304.8260) (211.6781D (155.2721)) (105.0941 1 13261 16111 17121 15771 0 771 12M1 1 i. 50 l ' PRE-FORMED-THERM 0 ( APP) 11000t4 SORT ( ! !000 ttSORT U 1M06ISORT ( 11MostSQRT ( 11000 *49)kT ( 1 i l ( 501104*111 MH 10-lH 11 HH 10-lH 11 HH 1040111 HH l 040911 MH 1048tli i i I D i(31950410 / (C19e (C4 t DI(019t (H lD / (E19 HE41 D / (F19*(F 410 / (619H 641 I 13 H0)H (513-C401)) (413 040))) (313-E40D) [213 F40D) (113-64')))) tit i 137.3150321 126.7693751 143.7%$451 141.635101 178.7625041 119.0810161 ! '1 1 I i i I I I i f 52 l'1 AIPACITY DERATM I I i 1 1 1 I N 53 I I i 1 1 I 1-54-l'8010 THERMOLAG !!00*d-B491llM*H-C49/110040-D41/llM*H-E49/110050-F49Il10040-649/l 1 1947) 09.%1C47) (18.471047) (18.221E47) (tB.57tF47) U8.541647) (16.511 l 1886571 1716101 1707691 1537511 1185031 1266101 I } 55 l' PRE-FORMQ THERn0LA6 ' 1100*U-850ll100+O-C50/11M*(1450ll100ed-E50/11Mul-F50ll10041650/1 1 1947) [8.7781047) [8.2191D47) (7.7971E47) 16.975tF47) 16.2181647) [5.4011 1 1279681 1317971 105191 1313251 1476411-1472651 -1 f The Cashridge Spread @eet Analyst v ~ v-r v .n-,...

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" ROC /BESTOS" 1 HR. FIRE RATED CAPLE 3/4' I 1/49 ONE ICLE CLAMP 4--- (MIN.) (SEE NOTE 2) 1/4' DIA. UNISTRUT PLATE.1/4' X 1 5/8* (+1/4'..C') x i \\g [ 3' (f.1/4*) LG (A36) BOLT & NUT W/ (1) 5/16' DIA. HOLE r--w---- y SEE NOTE 3 M PLAN OR ELEVATION NOTES: MAXIMUM SUPPORT SPACING TO BE 6'-0" U.O.N. 1. FOR ACCEPTABLE CLAMPS FOR USE WITH THIS DETAIL, 2. SEE TABLE BELOW: m-MANUFACTURER FOR SIZE #8 AWG FOR SIZE 1/0 MATERIAL THOMAS & BETTS N/A

1212 ASTM A-639 t

P-2014 N/A ASTM A-575 UNI _S_TRUT l CAPACITY (LBS) 2 4 N/A / 3. TO BE USED WITH SUPPORT TYPE US-1 ONLY. FOR SUPPORT DETAILS NOT SHOWN, SEF. DRAWING-S2-0910 SH. PESD 3-7, REV. CP-3. 4. FOR WET AREA INSTALLATION, A SPACER IS REQUIRED BETWEEN THE CABLE AND THE PLATE. SPACER IS TO BE O-Z GEDNEY 141G FOR #8 AWG CABLE AND O-Z GEDNEY 142G FOR 1/0 CABLE.- 5. FOR DETAILS NOT SHOWN, REFER TO DRAWING NO. S2-0910 SH. PESD-1-6, REV. CP-2. i p row. 2 h 2P54 m.2. Aw.O C/ MECCMC TTPL CCot 5" 23# I l

a COMANCHE PEAK STEAM ELECTRIC STATION

""TyQt;** f o DESIGN CHANGE AUTHORIZATION -

CONDNUATON SHEET - %es 3 _ e, R i .I "ROCKBESTOS" 1 HR. FIRE RATED CABLE 3/d* f a 1/4*I i e ONE HOLE CLAMP (MIN.) (SEE NOTE 2) PLATE.1/4' X 1 5/3' (.1/4,.y) -x [ 3' ( A 1/4') LG, (A36) y W/ (1) 5/16' OIA. HOLE (j*.d \\ %,w n' CCNCRETE WALL CCLL'MN. j e BEAM CR SLAB i f \\ j [e c HILTI-KWIK BOLT i 1/4" DIA X 1 1/8"-(MIN. EMB.) O ac-2 PLAN OR ELEVATION NOTES: 1. MAXIMUM SUPPORT SPACING TO BE 6'-0" U.C.N. 2. FOR ACCEPTABLE CLAMPS FOR USE WITH.THIS DETAIL, SEE TABLE BELOW: MANUFACTURER FOR SIZE #8 AWG FOR SI_ZE 1/O-MATERIAL-THOMAS & BETTS N/A '# 1212 ASTM A-619-- UNISTRUT P-2014 N/A ASTM A-575 CAPACITY (LBS) 2 4-N/A 3.- FOR WET AREA' INSTALLATION, A SPACER IS' REQUIRED BETWEEN THE CABLE AND THE PLATE. SPACER IS TO BE O-Z GEDNEY 141G FOR-#8 AWG CABLE'AND O-1 GEDNEY 142G FOR 1/0 CABLE. 4.- FOR DETAILS NOT SHOWN, REFER TO DRAWING NO..S2-0910 SH. PEGD-1-6, REV. CP-2. w e4 es.s.new e secesc TYpt CCCE: sc. ass O ,,,-r .n--mu v.c..,w,, ..-..%r, v-w- ,..-,,-..e,e

COMANCHE PEAK STF.AM ELECTRIC STATION %iftlN'*' /o L DESIGN CHANGE AUTHORIZATION CONTINUATION SHEET Nas 4 o,d 9 "ROCKBESTOS" 1 HR. FIRE RATED CABLE 3/4' ( i 1/4*) p m (MIN.) ONE HOLE CLAMP (SEE NOTE 2) ] 1/4' OIA, NELSCN ~ STUD W/ NUT K PLATE.1/4' X 1 5/8'(.1/4*. 0') X g

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= - - _ O COMANCHE PEAK STEAM ELECTRIC STATION

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c' NOTES FOR DETAIL RC-3: 1. MAXIMUM SUPPORT SPACING TO BE 6'-0" U.O.N. 2. FOR ACCEPTABLE CLAMPS FOR USE WITH THIS DETAIL, SEE TABLE BELOW: 3

== MANUFACTURER FOR SIZE #8 AWG FOR SIZE 1/0 MATERIAL i [ THOMAS & BETTS N/A

1212 ASTM A-619 i

UNISTRUT P-2014 N/A ASTM A-575 l l CAPACITY (LBS) 2 4 N/A 3. CLEARANCE AND EDGE DISTANCE REQUIREMENTS PER DRAWING S2-0100, LATEST REVISION, MUST BE SATISFIED. 4. FOR WET AREA INSTALLATION, A SPACER IS REQiliRT.D BETWEEN i THE CABLE AND THE PLATE. SPACER IS TO BE O-Z CEDNEY 141G j FOR #8 AWG CABLE AND O-Z GEDNEY 142G FOR 1/0 CABLE. l 5. FOR DETAILS NOT SHOWN, REFER TO DRAWING NO. S2-0910 SH. PESD-1-6, REV. CP-2. l p e t I 4 I i O 2mm sm.a. mer. o Pp601 2 RECCROTYM!CCOE stutao e * -eMsif Y Tr mm-w sreg ge.+ 9 p e=--t*rryvt1P a 'm.W-w. e.rd47>y,e-* 7 .+a4 og. 5 e*y ,w -yyg gwpr-tey-m-3?= -*-TFrur-

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(1/4"-20 BOLT W/ NUT SUPPLIED WITH CLAMP) ~ TORQUE TO 72 IN-LBS. ONE BOLT CLAMP r "ROCKBESTOS" 1 HR. (SEE NOTE 2) FIRE RATED CABLE % ---y SEE NOTE 3 5:$ PLAN OR ELEVATION NOTES: 1. M.',XIMUM SUPPORT SPACING TO BE 6 '-0" U.O.N. 2. FOR ACCEPTABLE CLAMPS FOR USE WITH THIS DETAIL, SEE TABLE BELOW: MANUFACTURER FOR SIZE #8-AWG FOR SIZE 1/0 MATERIAL UNISTRUT P-1109B P-1112B ASTM A-575 CAPACITY (LBS) 2 4 N/A 3. TO BE USED WITH SUPPORT TYPE US-1 ONLY. FOR SUPPORT DETAILS NOT SHOWN, SEE DRAWING S2-0910 SH. PESD 3-7, REV. CP-3, 4. FOR DETAILS NOT SHOWN, REFER TO DRAWING NO. S2-0910 SH. PESD-1-6, REV. CP-2. -4 apo4et.a. As o /3 meccacTwq[ccos. ac.2se G

.s

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7 o' _.2_ CONTINUATION SHEET

- as DOUBLE NUT REQ'D.

1 (1/4"-20 BOLT W/ NUT j SUPPLIED WITH CLAMP) TORQUE TO 72 IN-LBS. "ROCKBESTOS" 1 HR. - ONE HOLE CLAMP C FIRE RATED CABLE (SEE NOTE 2) A l l l i i up a l SEE NOTE 3 RC-5 pt;." OR ELEVATION NOTES: j MAXIMUM SUPPORT SPACING TO BE 6'-0" U.O.N. 1. 2. FOR ACCEPTABLE CLAMPS FOR USE WITH THIS DETAIL, J SEE TABLE BELOW: MANUFACTURER FOR SIZE #8 AWG FOR SIZE 1/0 MATERIAL UNISTRUT N/A P-1565 ASTM A-575 CAPACITY (LBS) N/A 4 N/A 3. TO BE USED WITH SUPPORT TYPE US-1 ONLY. FOT SUPPORT DETAILS NOT SHOWN, SEE DRAWING S2-0910 SH. PESD 3-7, REV. CP-3. 4. FOR DETAILS NOT SHOWN, REFER TO DRAWING NO. S2-0910 SH. PESD-1-6, REV. CP-2. O

1. eci 2 2M64 m.a. Rev.O meCCAOTYPECODE. aCJs0

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=es k es 7

i s i, HILT 1-KWIK BOLT l, 1/4" DIA. X1 1/8"- . [9 [< (MIN..EMB.) { I 4 1 I f THICK.- =- 1/8" (MIN.) J y y 2" (MAX.) FILLER PLATE WIDTH AND LENGTH EQUAL j TO-CLAMP SIZE TWO HOLE CLAMP j (SEE NOTE 2) i "ROCKBESTOS" 1 HR. l FIRE RATED CABLE 1 i RC-6 PLAN OR ELEVATION b NOTES: 1. MAXIMUM SUPPORT SPACING TO BE 6'-0"-U.O.N.. / FOR ACCEPTABLE. CLAMPS FOR USE WITH.THIS DETAIL', 2. SEE TABLE BELOW: MANUFACTURER FOR SIZE #8-AWG-FOR SIZE 1/O' -MATER ~AL i N/A P-2558-07 = ASTM-A-575-VNISTRUT i' CAPACITY ~(LBS) N/A 4- .N/A-3. .FOREWET AREA INSTALLATION, A SPACER'IS REQUIRED BETWEEN i THE CABLE AND THE PLATE. SPACER IS To BE O-Z GEDNEY--141G ' FOR #8'AWG CABLE AND 0-Z GEDNEY 142G FOR 1/0 CABLE. p 4. FOR DETAILS NOT SHOWN, REFER TO DRAWING. NO. S2-0910' SH. PESD-1-6, REV. CP-2. [ 4 Pe%m 4 - 2P84Si *L A*'. 8 - MSCMPOTfpt CM ELEN W"'T

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"I o' d - CONTINUATION SHEET ms REVISE DRAWING NO. S2-0910 SH. PESD-3-7, REV CP-3, NOTE 4 TO ADD THE FOLLOWING: ONLY ONE (1) ROCKBESTOS CABLE SUPPORT DETAILS RC-1, RC-4 OR RC-5 MAY BE ATTACHED BETWEEN TWO CONSECUTIVE HEADER CLAMPS WITH THE SUPPORT BEING RESTRICTED TO A SINGLE BAY INSTJLLATION. REVISE DRAWING NO. S2-0910 SH. PESD-1-6, REV CP-2 TO ADD THE FOLLOWING: (E) ROCKBESTOS CABLE SUPPORT DETAILS 1. NO PRIOR ENGINEERING APPROVAL IS REQUIRED FOR ATTACHII;J SUPPORT TYPES RC-1 THROUGH RC-6 TO CONCRETE STRUCTURES, EMBED SHEET PLATES, OR EMBED STRIP PLATES IN UNIT 2 PROVIDED CLEARANCE AND EDGE DISTANCE REQUIREMENTS AND LIMITATIONS OF DRAWING \\. S2-0100, -LATEST REVISION, AND PROCEDURE CPES-S-2001, LATEST REVISION, ARE SATISFIED. ii. ANY ATTACHMENTS IN THE COMMON AREAS REQUIRE PRIOR ENGINEERING APPROVAL. Oi 2P9L4 01 2.Rev.0-PPect 2 Me:CRCTYPE CQQE: e m

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2. DR A WING 2323-52-090 SERtES.

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3. SFEC FsCAfl0N CPES-S-2tCS.

ELECTRICAL RACEW A f sNSTALL A TIOff.

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5. SPECIFICATION CPE'-5-?OOt.

STRUCTURAL ES48E0uCNTS*.

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6. SPECtFICA flON CPES-5-1021.*CCuuo0e TY CLE ARANCE*.

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T. PROCEDURE

2 u-5.02-CND. 'CONou T ANO CON 0u 7 SUPPORT DESsCN*. 4 D

8. PROCEDURE CQP-EL-222. *lNSTALL A T10N AND FABRICATION OF CONOUlf RACEN AT SYSTEuS*.

I g$9 I

9. 0R AW1NG 2323-5-0786. *REjNFORCED CONCRETE TYPfCAL DETLsLS AND ADDITIONAL SASCELLANEOUS DETArLS*.

If

10. SPECIFiCA TION CDP-uS-SO6. *CouPONENT SPACE RESERV A TIOpr.

t = yf IL DR AWING Et-ITot. SN. t.

CON 0u r AND C ABLE TRAf CENERAL is0TES APO TYPtCAL DET AILS *
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= l

I=

== l = IE. TABLE 8 2 ALLonAME CCNOLST SPAN ,3,p gp ate as erta $1' Ip* T A8LE 8 2.t ALLOeABLE CONDtA1 SPAN FOR CONDUB T5 w,P2554 Class wnuELSON STUDS (N I P2558 Ft t u SPAN BEIwEEN t i CLAMP Cosetsi JUNCTION BCE AND gSak $*RA8CHT OTMR OYERHANG F8R5T SUPPORT "?Ta" (~*o '~ auM5 - sP = m,. o.A. I:g . =.. ~ 8 r.- 3-r r-e r-r a r-e a ~ ~ ' . =3l ~".uc r r-o-s-r.. r-r %~ e-a-a r-r u.s r.att s m. ate m eM..=m.cs 3g 7,p);;';T,;a,'jjg/ng ';at 34-re s -e. r-s- <-r a r-e entc.% ame c ut..no.s.it"a* g 2-re s-o-r-o-4- <-o-a L <-r _,,,,,_m. g mym m.,,,, y y-e s -o-r-e <- o-r-r s-e j g 4-ur-e s -s-r-C s-e r-r 5-e m w,, .,,,, og s-ur-e s -s-r-o-4- s-e l r-r e-s-j L M.,S.E 1,P. ass.1a.fevv f( ct.andP c cms. r uw a

to act eE InGu..cc r ct,s a SEE NOTE 4

.un. '8 3-a T ABLE 8 22 ALLOeA8tE CONCU T SPAN seos r e uewa wes. M S m m u w,Tu s w t g( TM d%7m FOR CONDUITS W/P2558 CLAMP w/teSs OR UNISTRU? 8OLTS WMmsu altos rueewe umswer sw.nem tot atta caseter. Fttu SPAM BETM.EN 3 pgg ggy Cf80t8 f JUNCDON 80: Aac CND Sale STRasCHT oTHER OVERMANC MST NT set g W STRuf 8N1 RUNS== SPANS I BOLT CLAMP WA K. base. 4 gl D A. 8GLe D A. i i h-s -y r-s* r-r c-e a h rgQqg v' r r-o-s -r. r-r %~ g. v-e a l [r s th-r-r r-r o-e r-o-a q //y-c gg . m, ... m r r-o- <-r r-o-4- 4-o-a ( Ife-r ? M"'""'"*"** '~ i s-e b 39 y r-e e-tr r-e e-o-r-r b CLASSI 4* s* r-r r %* s*-e l t-r l $ s -y l ,_A,,,,.- r-r 1, y\\%A %'A l g s-s* -r 7-s. o-r s* g/ ve rtscruc -j q-3 cc.as .. --y (fj,.. (y/ Rin acia.its.s s . Altowa84.E CuDUIT SPAM FOR CON 0 TATS IN CONT AINMENT e BaeLONG EL COO'-c SHALL BE REDUCED TO 4 -s.

- ALL0maeLE CONOUlf SPAN FOR STRUNT RW 'S M' APPL 8CA8LE

ESOe FOR CaYECOttT I CO*C.p T

-CWERID STANDA880 LY5acee ? TO A $ PAN W1THOUT LSD 8C. UNION Ca_ PR_ M PGdFOR SPANS WITHQiCUP'it_B-- Leo.8C.OR 'JNIONS.USE At.Loen8tE turotAI WN - SUIM FOR oTHER SPANS. 52-C90 5**. PEW-2-4 l,- l,,,. Cs*- 3 '"*3'*" FINAL PRtNT _7 .,g,g,,,g,g,g, ,g,g,g, i s e A B A Je. A o s t m ft

m.. 22 i f*~] ['g \\ = rL TARE a.3 anowmalE CON 0u T SPAN FOR CAOL E SPPEAD ROCu FRAWE <CSAFD (* - d (# t' TABLE S.3 ALLOsa8LE CONou r WAN FOR CABLE SPREa0 ROnu rRAuE iC5M5 h P2%8 ftru 9NCLE DOUBLE SmCLE Ct ate ct>oi.,, BEm s BEW S.I.ZE S TR AtCH.T Co o sw Ax.tND IN A O,THER OVE.4HahG o mmr n -TM , A. s mscs. Rtst 8tL94 LB3 5iUG W A X. la84

==

m o e D a.

**=es.e== a y

h* 4"-r 3'-1* 3*-10" r r-6* O'-6* 4^-W A Mi "'IS r c-tr T-P 4 -6* r-tr P -2* o*-s* 4 -0" a L Concesf spam #1 tate ApatTacan gris to siest 2%* 5' 4*-r 5*-2" 3*-C" T-2* o -ic-4 a 5Le*0 ss*L M t=*U to N

z. nos teatt es not arrucast.t to co eer 2"

6 -P 6-P 6*- P r -5* T-!r r-6* W -O* a saum==tae owsm.asscs e== sor= sets or i e s*ar.tt SFass, 3* P-P P-P P-P W-v d'-6' r-6*

-O*

r-r L 76 sPers amE secan sem.s na va 88t etEE T es CJIEAftp faamse (e tum c e -s-P-r a -s-c-c s r4- < -e-r-r en 5 > n. 7 4 ..s e wt.p. *.-.a rs, nr j 9-y 6 -O" S'-Y c-s-5 r-c' 4-e r-r stesntarte r iu setes

s. nest seams em cate.go seca Msicae

NG FITTINGS iLBO.BC OR tre0NP ARE AD CwEE :N THESE SPANS. FOR $ PANS WiTW BC OR LPeCN. tJ5E ALLO
ASLE CONou T savs omst mm.

SPAN FOR OTHER SPANS. FOR SPANS "TtTM LOO.tJSE ALLOW A8LE CONCU T SPAN FOR 96eGLE BEND etfu L80 6.sr.= r ese taexw ro amers, r.< e. tE=m;Ta saatt w tie i.sau ra osca sin t" "'

C"""

vi

- ALLOWABLE $PAM INCLtOES T6E TO*AL LENGTN OF LBD.
L L D* " "c'a's'e*n"s t.

va( FLEs

4 (aSEE secTE 6 3

' "**4"'v a uson"#* M "w"g(4. S OF 5 gCh74

- - t eE
10 wt 3

My% a.c& t. W O 4

=* TO SATISFY CONDu T ClauP C.;PAOf f. CON 0uf 10A0_nNitCH _Ct AnaP_ (L.Lg 5HAR BE LES 2

t

t.d 8 vAttes suo-N sEte=,

3 4 I WArtuUu CLAuP I \\ C APAC T Y f' \\ (J.C,% CA Ag k ua unrJu f . Pi LLT it UD l L g,o N - * !"? Sh Cr i ? h* eT f. (N 2.V, ;.. ~:&~G'/* ~ h CLASSi r 7: %. y. :;,j./: V ih-s. =: :.: n2.,,,, ~w = nreme 14,* s cyst 5 I CLim most.TEitas i r 206 asonca e Pat-twenartssto sw.cAsso otsace. j 4* 253 DE N sOtm.eGE M N M WE5DaFOR cATEcARY I CO*eDue T osue a2s aAatoer<no Ar A sYsTtws 5-m crwu se rs===L*==m rouw- .__'D-c?9 s>< ptso-r-s IT* cse-3 l 50 *

25
FINAL PRINT

___.__.-._.7______ g 8 A i s = A -8

/D.

A .. fia C 1 .... A. G

.~ ( [ t ) Q.,I Qj L,/ )

lOJ1l=l-

T. T ABLE C - C049Ut T $UPPOR T (C hCS (PJ %r j { 79 p M cMg as erta. 5: 52 if k a SUPT f = K.,,, N 3 + RS C

L50m,804 tue t = F 1* 'F1 Mi e *P TC * "PL a T O C CCNDUET LOAD AT SUPPORT t PER CON 0'JT. Lt=Ly2 in 53 2

ss .-=.,_ m g, ~" I THEREs it = 5& PORT LOA 9 IN TK LONC4TLO*4AL OIDECTION OF THE CO@ UtT err L y = SUPPORT LOAO PERPEPOCtLAR TO THE CO*0VIT LONGTUDsasAL Anss :Two OtSECT!CN53 ' "'#***""N-E = 0.5 FOR S TRAJCHT 5"ANS esency

r. w o rs am 54 = o. vas t A om

LO FOR 52MGLE BEPO OR OOUBLE BENO SPAMS sae M50 t E

""N 9441IIE OECRED AT A

87 = NM S 4E mm e c own? es

L25 FOR OsERNANG S*AMS mi sww mr. eyv

(* aewarp samaa eE 5,. 52: TOTAL LENCTM OF SPAae5 ADMENT TO WPPORT N 8'40R TOuglL tKUM am WCaarwC TM $uP*3sg tuac. p WC = LP4 T COh0UIT wDCHT IT ABLE A. 5H. PE50-2-21 t!'I W, = wOCHT CF AIRDROP (f A8ti A, SH. PE50-2-D 00* wg s tra T wDCHT OF FLExtBLE CCsotAT T ABLE A. 5M.PE50-2-21 i SUPT I SUP T 2 l -* wDCHT OF FITTING fLSD. 80. treOM iT SSLE A. SH. PE5D-2-27 ' r

i

[ TCTAL LENGTH W FLEUBLE CON 00t T ffEET /; F s f w irymg e g r ~ ~ O o 1 (W-_ _= .PTC

EMP TT wO_GHI [OF APPtET04 PT( PrJtt9 g) 5 (Eg: o/s FOR SUPT _ L Kas b/s FOR SlFT_ ? )

~ PLATE wtiCHT OF FftLER/5HIM PL ATE 5 PLUS P25:58 COpOUI T CL Aup IT ABLE A. 5M. PESD-2-2) = Lua T AitON5s Ex AMPLE h L SUP* ORTS ARE EVENLY SPACED A5 4AJCM AS PO59BtE. HO*EVER. A CONToa10US SPAN SHALL WT BE LESS 5'-O* 3- _ ' O-THAN 6tALT OF ANT ADJACENT SPass. [ { j; agg m,,,,,,,, g g, p ,g

2. SPAN A3JACENT TO OVERHANG $P AM SHALL BE A T t,E AS T 8CN0l8Ij (#I I)

-j' g anuw sme; tamm.as..cs 3-I'7 Tw!CE A5 LUNG AS THE OVERHANC SPAN BUT WT LESS THAN r-6*. o

3. SPAN REQlt4(WENTS SdOnse IN T ABLES 8.1. 8.2 A?O 8.3 LOiD AT SUPPOR T L L g = L T to.5 5.LO.61nt3Q2.iO.5m3 Les Cl A5S I SF ALL BE WET.

4 SPA't ADJACEhT TO SPAN wiTH LSD SHALL BE STRAsCHT 6'-W 3 - O* ' E I

fu nECT*C

_,l g,y CPws d 5lCtLL IL3_ l two atu. txas y ? j GLEE CO"Ct3 T 6 DELETED 34 CONOtai t -C* e6 A 4 NE-F%NEEPED ST ANC Amo OEsc= 2

ESOsTOR CAT (OC97 I C OreOut i 2

1 $ rsitt85 h5EE CONTp*>A TION CW SH. PE50-2-TJ-- LGAD AT S p cat ttt'L T : iG.5 6.L25 3. 0 L56 4 = a.784 W '5

me\\_ secw Sw eeo.:.s j.,.

v c,.2 FmAL PRINT e; vge gagegil gagogTg. B A Y s e A E E F tr a 5

h' i mecteens A 5. {s A b ,ks e ,h,d,8 __) l j E i s {h I N h ) o ,,,

E!

."f :+gf i m i V wd ? ? p n m 5$ >A f" *r l h,a

T Da o*"

p w [ 5 hh Ew

i. >

v,g3 M g-m J 9 4 l 3 4 .-q, ks)$ (( $ [ I,' ts s ,r. s . ~ M m M R,1 .o W B g ~ y,#1 r 8 w 3 3 e glw e e g 5 f ~ e fe &~c e

s s

aj y ac w s y s! 9 y O VI N3 S i Ed EE U# I ~~ <o 3 ft ~5 5 Yy o o !b Q h l! I[ P ~ s ~ c 6 e is vp S hg YM y ? 5" i p' 3.1 1S S. as a W 19 Es g Els >E r a y s' ! o s l' S Bo e s 35 y $ 15 !Is,8 9**$S

g &

b 9 y w go g i yy S_5 !ag 3lS ! ?*52 4 S Isi 15 3E5 ess l-Lf E r. s s 5 g,j! 51!!j!!ilj5 I l!,! jib, i i g gs es g

s; se !

s e-get y !cas33, EWE seI ! s

e**w 3

es i ees,Es a 5 Gee E T i -0 os -n 3R E < g s 3R I 1&s,Rggsv!!e

8 sgR9r u

v s e a aus = g !*' 8 E Eg'*'f Eb3s s, c(!_! 3 E r '3. 5 ' ' g t. "$.$$$f3 I..:t ~I svi a 1 55 o s !r ss e m m m i 95* $*E g3 9C* En I 9 Ek E E4 E G5 a l. a t i g i li'(I tHA WTft 04 ' 03

,..-_m s 7w-t S ' *". l.3 l =- l * -= 5 T m moto w A.tn > f o. cr. 3 ['g wh y mcrwronatto '99' uLa 1792* mEv o. W 3.0 CON 00 T SUPPORT DE T Att5

d. 3 L

FOR CENERAL NOTES SEE SECTIM LO. ( 'd ~ . - -... w#Y. 2. FOR_ CON 0tJT ATT AChulNT DET AILS SFE SFCT80N_6,0. F 3. l[ FOR WATCKD BOX CONhECbONS BETWEEN TUBE STEEL WEuGERS. "S 'E5* , PROvt0E %* THICA COVER PLATE AT THE CPEN END Cf THE WAIN TUBE L *c8 ctwaat morts.stt Dec sz o90-etso-e , STEEL uEMBER (U.0.NJ. COVER PL ATE *10TH SHALL BE EQUAL TO THE OUTER Wk DruENSiON OF T4 Ma3N TUBE STEEL PLUS A hemuUM OF $*er uAsinajna

2. Son Cowur otraq.s stE D"G W #

'[ CN EACM S30E ILLO.NJ. PROvj0E ALL AROUNO k* F'LLET

ELD 4tLO.M.A.
-i'3 $(3h

^- 4. PR3vtOE A_ _ _. _%*O TO %*D YENT HOLE IN TU8E STEEL N' wt TN COVER PLATES. VENT HOLES ARE OPTIONAL FOR SUPPORTS I { OUTSIDE THE RE AC TOR BtJLD44C. i_ S. DAGONf'. BRACES sN THE VERTICAL PLANE CONNECTED TO ff I'I i d HORIZONT AL FRAWES war BE REVERSED SUCH THAT ANY BRACE '[

d c* Q t

WAT BE AeovE OR BELow THE PLANE OF A NORtl0NTAL FRauE. y Y V

4-T 6.

DAGONAL BRACES CCNNECTED TO THE VERTICAL LEGS OF A T - #8 Y CON 0sb T OR JUNCit0N BOX SLFPORT uAf BE PLACED ON ElT6ER CC[I ,[/ SIDE OF THE SUPPORT. THAT IS.ONE BR ACE COULD EiCE IN ONE CC;9yl ? a.' e DRECTION A.nO THE OTHER IN TFE OPPOS4 TE OrRECDON. 5 F. SRF If0 CATES SPPEAD ROOu FRAusNC. SUPPORT DET' IN0tCATING ATTACHuENT TO SRF C AessoT BE ATT AC.ID T0 ANY Oe**ER STEEL. DumasovweGE stAMJS OF TheS UNLESS APPROVED Bf ENGINEERING. tywmenosHast aE GENED AT A w rtpemutsvaritouse. 8. ROT A DON (SSEW1NG3 CC TU8E STEEL FROu ORIENTATION SHowN IS ALLOWED AS NOTED. nrose ruran oes. u ere w etse-3-e an (P-e 9. ATTACNuENTS TO STRIP AND SHEET PL ATES SMALL WEET THE m onc=erato nasco REQUREMENTS OF CPES-5-200t ANO 2323-5-GTS6 ORse:NC. CLASSI m: z:::1%b, 2 ris fuer=c 5 Cr*J $ Cath most. Ytmai E; PM-ENCANEEMD ST ANDA20 OES Cas a ? 4F150sFOR CATECORY I CQteDUI T ?. Sr$ TEus "D-<rm w Pt so +i l'?l' ep. s sow w= FINat. PRINT rgigegsgigsgegigig .r-- o B A i s e A a 5 C, C. y t e .. i e e

(V") p pJ v = Qc, lits p -wa as ma. 6 S{ f' Me see wr2 man Eu6 CR R $*8 H5a8 s/5V.* hmN EuS 8TTP g ag og e.$sg g/W SEE NOTE 2 I CL'"" & E y,. sag e BASEt CONCitETE za 2-g =.__

.es,

.s r= a

.. c..

..s

..: -~ g,;p

' m'n am-g.

j m3.,_ tr uAn t, a- *.erts m c.c um s, ~ "s a I PtsD-s usEt

z. w. sm. - r.-

, s < a = 3 1.,r,,.,,~u,,s,e.g, t,sto rg:Trawff, N<ta. .u. . Sitos roR CtAue. y, ,,,,m,,,,,,,,,m, taEMD m r4 Nf loa 0 g ,23.,,gg CC,9 C ALLLL a l HJ84 e

e. son cscur arvaoes=r ottac ws raat roa sc-I cArmoi.es *.s'.

PLAN OR ELEVATION o-c u-*so u ms. s - na,mo. as... mer . i

w. s..

rso SECTIO 8N 1-1 'er'u"o"aa'.*v'e"m-'as'"t r"w"as f4'sp"aw"s*i e %'e +as soo o wnse= tse Es asa.s? a. not anamtasw D. ut w*tsc-2-3 aae g 2-4 70s raatts tscomtsants ur ?;at're-4-31 mED (f-t P2558 CLAWP I wa** !P IB *PPS2 _') h *DQ-> =am g (r _.si (IIe.sGr'ac'd _ataiiniW '_1 '_1 ./ 2f k y2 s .!p_ 1 h FILLERt _.]_0 sACC OF CONC k ' ( CNrs. L AW r ' %s FILLER t ^ .o* 1 1

ra e.O o eau ai o *

..~. j, t I' , "o a o o s _ _ = 1 r .= a m p.,:_ p pCLeuP y=y,L A55-F t..,d 'C b

a t T BOLTS 6

. gg Qg estE T A8t E 6.1 C44 0.2 3 =;;gg,, C*4 SM. PE50-2-1 OR 2-4* re ritctmec SECT!ON 2-2 ..., lll:i',t.as 5_ CC-2 Y PLAN OR ELEVATION PF(-ENC:MEMD STAPCA;tO DEsiCM wones COMOweGE STANN @E$Ds Ffvt C,?Er.Csty I =a trLOOR. watt OR COUNC uour.YED: CCPOSI 575iEWS z f OR SUPPt>4 T C AP ACs I f SEE NQTE $ DRamseSMaLLEEEOECED Af A e N N M L88F-I.s2-c"+e W pes 0-3-2 lw l.. CP-3 FINAL PRINT

- - N

=~ ~ e el: es[ lt {t lt {t j slt l A .F B A T s E

w-i3 !,*. ! e- :== an==e

== E gg cP-J .g y utveva as enon L %* 8 De5A8sTYP) $5 ,+ f i (F i i r==.c =y - _ re w, 7,,,

r uagir uAq (TYPt g

, y wgM I ! aar ! sar' ! .= -.= -u =_.' : -e y,3 ('- a

o r

" " "*"" W > I l 0 t I. (Z .'j i .j { 'i 1 ,.T...T... T-9 'W' gacit M I uc., ca s n u-o, so-itetaw a natts """'5-ctaur r uas 1 i . d -=e Ba$( {.- (H$18

2. *** Cona='w'o or c: posts mav er P.t arid et r.s as.yse s2s me.t n..s.J.Pt.e s,eus me m..

m $MC*e.eC OLA) ea)5 (NCuD feeE wettis $PM.n ase Caract1T 1seDome 1% teOf CC-3 SECTION 1-1 Exuma. t

3. =,.tu.

s u.c . PLAN OR. t.EVA710N' CONTINUOUS BASE O c'=ca.n s'. 1 t=>~ .*-'t= L.ni'aCITY ope (F#T e5 FOR EACH 9AY I 4 80. Ctees.t attapes=7 CEtaats.wE cw. u-os *sw was. sct rt=rs er sa mo-s-s sev. c,-. i 4 a

set = into se sn.mo-3-n.

)y. y L ..eu + # u-3 c,.m...s. s est 'as g er vro . s >;'_' t j m ) i i s e CLAS$i 2% L".a.*"*. i

:: =t'

g re auct=c l crus t serc3E ( cum now.rtmas ? DESE3sCMasex sfArtsoF TMs .I e os==ma svuaE oecian as a pat-EncMtato sTancano otsios EIsisl[71 f 'Idoso 9a.etsc-s-3 lTl"ce-3

**23 * "

FINAL PRtNT i d r - i i i gegegigigigigeges w y B. A s e A 't { p 01 5 8 ...b M

o s 1 e f, d 1 ~ ~ ~ = i,, t l-i e F 7. W' cr-; ast

==stoaseerut foETart 4.s am c m. r. -e., m g j EuSED STRP ( =,,,,t m- ,/ G rPs F ,,-~.fe--Eueto sine t f jp> l W d, r M I 4 M1 . f f[ """ E 1 ,_ _' M BASE R 4 _#.g_ N g35g g l s \\., / t cro e 5E e T n__ NN~ i ~ 3 FACE Or WALL 74 nses, iW uma 11 2 oa Cou c x %m e1 CC-4 clue irm ._. m h-I 2 lv - ~ ~ s i PLAN OR ELEVATION t ct A, a - 1 sim, t Mrs - S TIDS 7t *2$*t (OTHER COMXAT NOT SHCme rcst CLARTV3 = L Fon ctwaat sorts.,tE coc 12-ese-. ) O C "NEl ,4.,,,yyp, J , 2 fw otrasts *ies= rese casitnoo 4 4 EOCE @ U10 starP P' tart amt ass arre rceaLE i i e m.r.-m DETAll A 1 (T YP3 ,174 rittte ptart etWJsr smaLL 9E 5

4 eaQTED as f4 JRJP9Urr Loa 0

~@ *I.O CaLCIA a rFJut ] j l gpq,3 O 7^, t'4' ta ae ! ~ E N ** N / (m seanom or coinsr room tw ) j N '~ 27f unz _g _,1_f % p' g h V'83 a esituranum swee es atoeta. [r 3 .b'), g T n w_n Tw mesasssweets or J I ,/ h V cP s-s-2 eor ames seres opasrats y .i i ..r em estv. [ ~ ! ,I / g Y lj,, s.ro. ca sr arrac,., on ts. 1 I 4, stt osc saew-4 stats. i g O b4 O 4 j -6 's.com.rters.or su erw s sto cp-e y-., i i .- m.-

r. s nsa.3 rt m

BASE F TW T ., % mas. W uax - nLLER t O' l iT f j ,2 71 - e 1 i g -7ntta g 1 i o n p J ,r n,h i I -f y jTj . 1-- I gl _t t 12.. I y -m r. r.ruirri ' NOTICE g s i t ,p E.1 Tm / - tvj y + gn / }f^* 2 O C^CJ ~.s / g n L i

O y

'sQ j,y WNTLR T2.*r'L4L PR'QR TQ syg 4 Q CLAuP S., I,; Symp g ^ l i SM m ay, 3,. br- - \\ ( Simp t*s l 9 Oi+P.-O MTYPD o ^' f, g60L ctASSI 7 .1 s ecounwuous nLLER t 659 DETAIL C m m=.'-- 1 DETAll B f = =c' c CouuGN SAS{ ( CPstS a. g i l,g l mTH BASE E8 w/sTACERED DLLIR t*S3 CLgm ness.rtmas I M ccW TmE <-E um sr. c. o cEs.: h/ (f)e ? e9 -z seEso,re,cmTEcony Ico.etsr 4 J C APAO T Y RBS) e .c sYSTEWs j _ 360_ C2 jf M2-mwy sw. etso-3-a l'"j c,-r noveom.ov. FINAL PRINT s

e 1 -1= t i-1 8 3 "% '7 r<fg* """'5'*'t* s .,= r e n rt(L[g ( EuPED Simp t L "'I O O b Od8ED 5 TRIP t - T J I = Te sw - =, 1 im , ed a o r. -ry - -s - 4.- a m . E(Cm. 1 t claue & A. L wr.,. a.,,. t y w ~- stuos =- s o,eqou:sor au. m3.,!q sr=P e a - e norEs 0 taue itm o ,o i,c,, m,,,,g, g, w i 1 CC-5 ~ ~ h 5"'***""*5-j PLAN OR ELEVATION z,, m ea,ts s- - -me s-DETAll A N*l -A torKR CONDUlf NOT SHow*e F0Et CL*Pg gyg FOR Wr CAPAOTv SEE 6 0TE S ESANGLE FitLER EB 3.ornanos y C.amust Fmons 7.g oseenranos. s. =me es mions.o pnew.or.s s+= oemis ur (Mt e. g4 a-sa I .,,. c.o., a. evac., n, ts. 4j su c.su

w. soc.
1 % +per Caraorv mas sitte P*F-3 -.uanws. r=s sum,at ce= w u.c3 g ce r c
as t-as

au:.aa.
rvsm ese Taats 3.1 ans) 4.2 a8sE l' 3Paars C.e O stE Osc 524Mio se. *E';O-2-3 E ] naan= Tar ano setetso-a w sram reetts. 3 Al ] t c.a.r rs y s nw r.s,. 2-. 7 ..e est wen to s, nso Fr. ruw e q q o in o 5j I; /_...- g=, CD ,[, ,s j 7y y r; s. nor:cc j r - cyI ,,e ets. csm E s:Arus or r I 9 l c'EYfER^y ggy,,s3s t } ct A .i;' ' ~s... r -- c$rmPt O 3
l S ' ~~
- l ASS.I. C m3., ~. MO 213 i.'.",#.f /c,j,f =_ v s
e ru amcr e 6
// .
y, c.-'
w..C.P.sts E DETAll 8 .,c . n-s ., < c. 1 I so.o ric e FILLEP t t PSE-E*.CineEERED .TA> CARO DESCM V . x '. ___. // <PESCt FOR CATE00RY I J. i n COPOuiT SYSTE M> J 52-CS'o Si+ P(50-3-$ l-t CP-? j. i ,,,.m my.,, FINAL PRINT }l J ' = .b.; ~;, - p . q-s 5 9.. ' j' ~ 3.. ' ch. e ,W ~ g.
~
~.-
,. e
'..a.- d ,= ,L _. - =. _. _'Is y.*. - m ._..A.__.n._._ _....... _ _ o o
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1212 ASTM A-619 UNISTRUT P-2014 N/A ASTM A-575 CAPACITY (LBS) 2 4

N/A TO BE USED WITH SUPPORT TYPE US-1 ONLY. 3. FOR SUPPORT DETAILS NOT SHOWN, SEE DPAWING IS2-0910 SH. PESD 3-7, REV. CP-3. FOR WET AREA INSTALLATION, A SPACER IS REQUIP.ED BETWEEN 4. SPACER IS TO BE 0-Z GEDNEY 141G THE CABLE AND THE PLATE. FOR #8 AWG CABLE AND 0-Z GEDNEY 142G FOR 1/0 CABLE. FOR DETAILS NOT SHOWN, REFER TO DRAWING No. S2-0910 SH. 5. PESD-1-6, REV. CP-2. O 2M%M.S. Ase. 8 neccme m eecos,seus C) COMA 4CHE PE.AK STEAM ELECTRIC STATION

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1212 ASTM A-619 UNISTRUT P-2014 N/A ASTM A-575 CAPACkTY (LBS) 2 4

N/A 3. FOR WET )REA INSTALLATION, A SPACER IS REQUIRED BETWEEN THE CABLE AND THE PLATE. SPACER IS To BE 0-Z GEDNEY 141G FOR #8 AWG CABLE AND 0-Z GEDNEY 142G FOR 1/0 CABLE. 4. FOR DETAILS NOT SHOWN, REFER To DRAWING NO. S2-0910 SM. PESD-1-6, REV. CP-2. 9e%m 8 18E499.L Rev.8 AaccmcTTMCccas staat V ,.am-l O V COMANCHE PEAK STEAM ELECTRIC STATION

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1212 ASTM-A-619 UNISTRUT Pa2014 N/A

-ASTM A-5'75 CAPACITY (LBS) 2 4 -N/A 3. CLEARANCE AND EDGE DISTANCE REQUIREMENTS PER DRAWING S2-0100, LATEST REVISION, MUST BE SATISFIED. O 4. FOR WET AREA INSTALLATION, A SPACER IS REQUIRED BETWEEN THE CABLE AND THE PLATE. SPACER IS TO BE 0-Z GEDNEY 141G FOR #8 AWG CABLE AND 0-Z GEDNEY 142G FOR 1/0 CABLE. 5. FOR DETAILS NOT SHOWN, REFER TO DRAWING NO. S2-0910 SH. PESD-1-6, REV. CP-2. O O (~' ~~~ d mccu. ~a m coon, n.a. ( 4 j CCMANCHE PEAK STEAM ELECTRIC STATION i DESIGN CHANGE AUTHORIZATION ' "3237; / 2 !O CONUNUADON SHEET

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O NOTES 4

1. MAXIMUM SUPPORT SPACING TO BE 6'-0" U.0.N. i 2. FOR Act.FPTABLE CLAMPS FOR USE WITH THIS DETAIL, SEE TABLk. BELOWS MANUFACTURER FOR SIZE #8 AWG) FOR SIZE 1/0 MATERIAL l UNISTRUT P-110 h \\ P-11123 ASTM A-575 CAPAC.TY (LBS) 2 -l 4 N/A 3. TO BE USED WITH SUPPORT TYPE US-1 ONLY.- FOR SUPPORT DETAILS NOT SHOWN, SEE DRAWING i 52-0910 SH. PESD 3-7, REV. CP-3. 3 4. FOR DETAILS NOT SHOWN, REFER To DRAWING No. 52-0910 SH. PESD-1-6, REY. CP-2. 3pS4814 Ask 8 as:SpoTTWE M EL ES maem a \\ l O COMANCHE PEAK STEAM ELECTRIC STATION 1 "'5' 8J7 / 2 f DESION CHANGE AUTHORIZATION CONTINUAT1CN SHEET 1 =es d e. _ 4 'I tt C W T'p DOUBLE NUT REQ'D. fW. 0.. (1/4"-20 BOLT W/ NUT SUPPLIED WITH CLAMP) TORQUE TO 72 IN-LBS. RE E C L \\ M0L CLAMP gg l f ui i ) SEE NOTE 3 RC-5 -4 PLAN OR ELEVATION NOTES: 1. MAXIMUM SUPPORT SPACING TO BE 6'-0" U.0.N. 2. FOR ACCEPTABLE CLAMPS FOR USE WITH THIS DETAIL, SEE TABLE BELOWS j l MANUFACTURER FOR SIZE #8 AWG FOR SIZE 1/0 MATERIAL lUNISTRLt N/A P-1565 ASTM A-575 l CAPACITY (LBS) N/A 4 N/A 3. TO BE USED WITH SUPPORT TYPE US-1 ONLY. FOR SUPPORT DETAILS NOT SHOWN, SEE DRAWING S2-0910 SH. PESD 3-7, REV. CP-3. 4. FOR DETAILS NOT SHOWN, REFER TO DRAWING NO. S2-0910 SH. PESD-1-6, REV. CP-2. f)

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11. ANY ATTACHMENTS IN THE COMMON AREAS REQUIRE PRIOR ENGINEERING APPROVAL,

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1212 ASTM A-619 UNISTRUT P-2014 N/A ASTM A-575 CAPACITY (LBS) 2 4

N/A 3. TO BE USED WITH SUPPORT TYPE US-1 ONLY. FOR SUPPORT DETAILS NOT SHOWN, SEE DRAWIllG S2-0910 SH. PESD 3-7, REV. CP-3. 4. FOR WET AREA INSTALLATION, A SPACER IS REQUIRED BETWEEN THE CABLE AND THE PLATE. SPACER IS TO BE O-Z GEDNEY 141G FOR #8 AWG CABLE ANr 0-Z GEDNEY 142G FOR 1/0 CABLE. 5. FOR DETAILS NOT SHOWN, REFER TO DRAWING NO. S2-0910 SH. PESD-1-6, REV. CP-2. pow t W #1* Lace.O asce.ormeece sc.m. g COMANCHE PEAK STEAM ELECTRIC STATION

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1212 UNISTRUT P-2014 N/A ASTM A-575 CAPACITY (LBS) 2 4

N/A 3. FOR WET AREA INSTALLATION, A SPACER IS REQUIRED BETWEEN THE CABLE AND THE PLATE. SPACER IS TO BE O-Z GEDNEY 141G FOR #8 AWG CABLE AND O-Z GEDNEY 142G FOR 1/0 CABLE. 4. FOR DETAILS NOT SHOWN, REFFR TO DRAWING NO. S2-0910 SH. PESD-1-6, REV. CP-2. row 3 2784m 3. Ass. O mec::so TYm coot se mas g w

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$*8 - G c' i NOTES FOR DETAIL RC-3 1. MAXIMUM SUPPORT SPACING TO BE 6 ' -0" U.O.N. 2. FOR ACCEPTABLE CLAMPS FOR USE WITH THIS DETAIL, SEE TABLE BELOW: MANUFACTURER FOR SIZE #8 AWG FOR SIZE 1/0 MATERIAL THOMAS & BETTS N/A / 1212 ASTM A-619 UNISTRUT P-2014 N/A ASTM A-575 CAPACITY (LBS) 2 4 N/A 3. CLEARANCE AND EDGE DISTANCE REQUIREMENTS PER DRAWING S2-0100, LATEST REVISION, MUST BE SATISFIED. 4. FOR WET AREA INSTALLATION, A SPACER IS REQUIRED BETWEEN THE CABLE AND THE PLATE. SPACER IS TO BE O-Z GEDNEY 141G FOR #8 AWG CABLE AND O-Z GEDNEY 142G FOR 1/0 CABLE. 5. FOR DETAILS NOT SHOWN, REFER TO DRAWING FO. S2-0910 SH. PESD-1-6, REV. CP-2. 0 0 h O MeCOROTYPECODE: sc.2ae 2P9A401 2. Rev. O Ppec1 2 _ _ _, - _ _. _ ~.. _ _ -. , -,.... ~. _. -
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i DOUBLE NUT REQ'D. (1/4"-20 DOLT W/ NUT SUPPLIED WITH CLAMP) 4 ~~ TORQUE TO 72 IN-LBS. ) ONE BOLT CLAMP f ROCKBESTOS" 1 HR. (SEE NOTE 2 FIRE RATFD CABLE t $'~~ I SEE NOTE 3 i j RC-4 PLAN OR ELEVATION .I NOTES: 1. MAXIMUM SUPPORT SPACING TO BE 6'-0" U.O.N. a 2. FOR ACCEPTABLE CLAMPS FOR USE WITH THIS DETAIL, SEE TA3LE BELOW l MANUFACTURER FOR SIZE #8 AWG FOR SIZE 1/0 MATERIAL r UNISTRUT P-1109B P-1112B ASTM A-575 f CAPACITY (LBS) 2 4 N/A 3. TO BE USED WITH SUPPORT TYPE US-1 ONLY. i FOR SUPPORT DETAILS NOT SHOWN, SEE DRAWING S2-0910 SH. PESD 3-7, REV. CP-3. 4. FOR DETAILS NOT SHOWN, REFER TO DRAWING NO. S2-0910 SH. PESD-1-6, REV. CP-2. m m.a. w.e RECORC TYPE CCQt: sc.330 t 4 y y y .,w,-y-c-- .ym,,y .g y .4..c-m
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'/ 7 CONTINU ATION SHEET os 4 DOUBLE NUT REQ'D. )I (1/4"-20 BOLT W/ NUT SUPPLIED WITH CLAMP) TORQUE TO 72 IN-LBS. "ROCKBESTOS" 1 HR. ONE HOLE CLAMP fC FIRE RATED CABLE (SEE NOTE 2) l ] 4 I f II. ' !Q SEE NOTE 3 1 RC-5 PLAN OR ELEVATION NOTES: MAXIMUM SUPPCRT SPACING TO BE 6'-0" U.O.N. s 1. FOR ACCEPTABLE CLAMPS FOR USE WITH THIS DETAIL, 2. SEE TABLE BELOW MANUFACTURER FOR SIZE #8 AWG FOR SIZE 1/0 MATERIAL ~ UNISTRUT N/A P-1565 ASTM A-57 CAPACITY (LBS) N/A 4 N/A 3. TO BE USED WITH SUPPORT TYPE US-1 ONLY. FOR SUPPORT DETAILS NOT SHOWN, SEE DRAWING 1 S2-0910 SH. PESD 3-7, REV.-CP-3. 4. FOR DETAILS NOT SHOWN, REFER TO DRAWING NO. S2-0910 SH. l PESD-1-6, REV. CP-2.- Ov am e.:. n... l ASCOROTVMCODE: M
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DESIGN CHANGE AUTHORIZATION CONTINUAT1CN SHEET 1 es 8 7 ee - HILTI-KWIK BOLT 1/4" DIA. X 1 1/8" [< [< (MIN. EMB.)- [< $< f 1/8" (MIN.) J ' p THICK. = 2" (MAX.)- FILLER PLATE WIDTH AND LENGTH EQUAL TWO HOLE CLAMP TO CLAMP SIZE (SEE NOTE 2) "ROCKBESTOS" 1 HR. FIRE RATED CABLE RC:.6 PLAN OR ELEVATION O NOTES: 1. MAXIMUM SUPPORT SPACING TO BE 6'-0" U.O.N. 2. FOR ACCEPTABLE CLAMPS FOR_USE WITH THIS DETAIL, SEE TABLE BELOW: MANUFACTURER FOR SIZE #8 AWG ~ FOR' SIZE 1/0-MATERIAL-UNISTRUT N/A P-2558-07 ASTM A-575-CAPACITY-{LBS) N/A 4 N/A 3. FOR_ WET ARU. INSTALLATION, A-SPACER IS' REQUIRED'BETWEEN THE CABLE AND-THE PLATF. _ SPACER IS.TO BE O-Z GEDNEY 141G FOR #8 AWG CABLE AND O-Z GEDNEY 142G FOR 1/0 CABLE. L 4. FOR DETAILS NOT SHOWN, REFER TO DRAWING NO. S2-0910 SH. PESD-1-6, REV. CP-2. l row 3 O 2Pm4os.a. Ase, a meccp0TYPECe scJae ... -... _ -. - _....-,--.. _..._,_ _.-.__.. -,~.,,....,,. -
i COMANCHE PEAK STEAM ELECTRI.C STATION 94 FES** e 3 DESIGN CHANGE AUTHORIZATION 1 (V bas 9 9 CONTINUATION SHEET o' J REVISE DRAWING NO. S2-0910 SH. PESD-3-7, REV CP-3, NOTE 4 TO ADD THE FOLLOWING: 3 ONLY ONE (1) ROCKBESTOS CABLE SUPPORT DETAILS RC-1, RC-4 OR RC-5 MAY BE ATTACHED BETWEEN TWO CONSECUTIVE HEADER i CLAMPS WITH THE SUPPORT BEING RESTRICTED TO A SINGLE BAY INSTALLATION. l RFVISE DRAWING NO. S2-0910 SH. PESD-1-6, REV CP-2 TO ADD i THE FOLLOWING: (E) ROCKBESTOS CABLE SUPPORT DETAILS d 1. NO PRIOR ENGINEERING APPROVAL IS REQUIRED FOR ATTACHING SUPPORT TYPES RC-1 THROUGH RC-6 TO l CONCRETE STRUCTURESc EMBED SHEET PLATES, OR EMBED STRIP PLATES IN UNIT 2 PROVIDED CLEARANCE AND EDGE iO DISTANCE REQUIP.EMENTS AND LIMITATIONS OF DRAWING V S2-0100, LATEST REVISION, AND PROCEDURE CPES-S-i 2001, LATEST REVISION, ARE SATISFIED. 1
11. ANY ATTACHMENTS IN THE-COMMON AREAS REQUIRE PRIOR ENGINEERING APPROVAL.
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DESIGN CHANGE AUTHORIZATION CONTINUATION SHEET
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COMANCHE PEAK STEAM ELECTRI.C STATION y y J 1/ C ** ', 1 DESION CHANSE AUTHORIZATION CCHTINUATION SHEET lo _ e,, i l nos <s / = =.i,n.w w =.1 a e -9 I 3 I ;le I s i 3; r! L. L 3-t t i .g 2 8 i e! h.",J_ e T. ) i i 3 I i gr.s ai 2
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COMANCHE PEAK STEAM ELECTRI.C STATION 7lfB@* n 1 DESIGN CHANGE AUTHORIZATION CONTINUATION SHEET J'.J mes !l v ~'fl "-~~ t l ,..., airv.,ar n = ~ 5a 33 3 a- .t 3 1 4 3r.! ,!L. I i
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9 9 l 1 1 _ _ - ~ = = Lo-r g a p p ste2D ss ww 6 y p m ( iso i I _I 11.,. m b .:Tr,Mc1 N j ( j f V P'-X6 * .j f THE PURPO<E OE-THi MENT IS TO CONTHCL I PROVIDEMONDEA t AN SIMPLIFIED DESIGN 853 P_ROCEDURE AND DET AtLS'T ROUTE NEW (UN!T_12) CONDUIT SYSTEMS (jN LINL({A[ \\ / THIS OS: A :SELTsCONTA[NELI DOCUMENTjAND} COMPLIES WITH \\ Wegp~3'h' 2 ALL OFTHE EXISTING DESIGN CRITERI A. UT CAN BE Q i l t [ AS A SUPPLEMENT TO THE 2323-S-0910 (JT[D] 323-$2-0910 NOTICE l AND 2 DRAWINGS. m m ;rarus or rms aa I COMPLIANCE WITH THIS DOCUMENT ENSURES THAT o.ca. m sst ac ci* mpg c j l (CONDUIT INSTALLATION MEETS SEISMIC CATEGORY I J , REQUIREMENTS. r"S DOCUMENT IS ALSO APPLICABLE J i l' l.TO SEISMIC CATt, DRY II INSTALLATIONS. l ~' $FOR GENERAL INFORMATION NOT COVERED IN THIS --m Z'_'* 5"Z' 7"' t l [; DOCUMENT REFER TO THE GENERAL NOTES (G-SERIES) OF 2323-5-0910 AND 2323-52-0910 DRAWINGS. CLASSI REFERENCED DOCUMENTS 2323-5-0910 AND 2323-55-30 Ei2 EiiE E T-i } I ' h ARE APPLICABLE TO NEW UNIT 2 CONDUlT INSTALLATIONSj
~~gy;"c cu===. mas L~~
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~~t. THIS DOCUMENT IS APPLsCABLE FOR ALL NEW (met 2 CON 00tf ase.~~
~~a r INSTALLAllO'#5 IN LMtT 2 Ako COuuCW BUILDINGS Ato ELEVAf t0NS 4 g 4 EXCEPT THE F0ttowi%: "f.7 ""*dh~~
o. AUXtLIARf BUILDING Et, 886'-6* AND ABOVE

b. FUEL BUILDem EL 899$6* AND ABOVE c.0ELETED A%D i
MN ' d. CON 00f T _ AND_ SUPPORTS COVEREO W f 4 THERWOL AG - _. -/ M Q W,D 9 fe.Coteth TS THAT mHE ~0rd THE OUTSiDE ~0F THE 8u100dr.5. T 's./ e D* k( L 6 NON-SEtSulC 8U_stosES AND ARE AL - J f NEW (Mit 2 CONDUf fS NOT COVERED SY THIS DOCtDaENT $NALL SE ) OEsrGNED PER ORAstNG 2323-5-0910 FOR C0uuCN A#tCAS INStatt.Af t0NS. ' Y (,;@.N.- b' f 2323-52-09:0 FOR IDetT 2 !NSTALLAllONS OR TW DESIGN CRITERIA I PRESENTED IN PRCCEDURE 28u-5.02-Cto. M r} g
~~2. utSCEtt ANEJUS ELECTRICAL FITTINGS SUCH AS uEYER$* HUBS.~~
M 1? 3 EYE Fi T TING % COUPLINGL REDUCERL ENC TION Box . f-BUSHINGS AND TERu4NAL STRIPS ARE CONSIDERF0 TO BE PART - q! 2;, // i ,y (M/ J[;// t- // 7 OF THE CONRJIT/ JUNCTION BOX SYSTEM AND 00 NOT HAVE To - BE IN0lvsCUALLY CKCNED FOR EFFECT ON SUPPORT ,M.g ,%2 j e CAPACITY AND/OR ALLOWA8LE CON 006T SPAN.
~~(h(W, i Q}&a N h~~
~~N 3 w.WYQ~._ #[6 '~~
~~3. QPANSt0N J0t]NTS 6 tex tStf CON 0utT. AIR 0if0P. JUNCitON SOM (04 Ella EEvtd5HAtt BE PROWS 0E0 AT sNTERvALS Of 75 FEET j~~
MAX;ubu FOR Tef CONTINOUS CON 008T flONS IN ALL ButLO4NGS d EXCEPT IN REACTOR BUILO$NG.FOR REACTOR ButLDfE REQUIREMENTS SEE CPES-5-2004 l N818'omsur erAvueorwas ' 4. FOR CON 0 ult / JUNCTION BOX SUPPORT INSTAEL Af TON AND NWOeogD AT A INSPECTION SPECIFICATIONS SEE CPES-5-2005. DU4. FOR STRUCTLEAL EuSEDbENT SPECIFICATIONL SEE (- J CPES-5-2OOt. atona saem o=c. s -ovo sn.reso-o. asv cy s . S. SUPPORTS ATTACHED TO STRUCTURAL STEEL OTHER THAN 1 CAST E SPREAD R00u FRAME (CSRF8 omecw oncam sarew.taasco SHALL BE EVALUATED ON A CASE BY CASE BASIS.' Ct.ASSI d
~~6. ALL SUPPORTS ATTACHING TO ANY EXISTif4G EuBE00E0 PLATE.-~~
i 2 STRUCitRAL STEEL.CONTAINuCNT LINER CR OTHER CISCtPLINE @~: t*2 i LT*.~' ~ "***~ 1 $UPPORT REQUIRES ENG6NEERtNG APPROVAL PR80R TO gNSTALLAf SON. TU ELECr##C h cPsts 4 T TO ASSURE TA A T ALL P(r UNI T. 2 CON 001 T S BEE 7 THE Couu00 t T V CLE AR-A:JCE REOUIREMENT. THEY SHALL BE DESaCNED sN COW 1.fANCE WITH 3 SPECIFICA f TON CPES-5-102: "Couu008 TY CLEARANCE SPECIFICAf TON". E i 2 SO t
~~8. UNITS ARE IN INCHES AND POUNDS UNLESS OTHERetSE NOTED.'~~
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~~8. S S~~
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~~1. T ETI CH 8LPU TN3 ESC BI Hst IS S~~
OE E F OO8 .E c I tLPT HC-T LN THE O% C OEO U OR GH T E 8 S NT I O i NT RBNi D U T AAAO O HEE tS luLCA 5O EE SC RE I U T H T TC I Ti R O SE L D N T H NCDTLP xS 0LAT 0P S E Z H lU CLEVLs N AD EET E S BS EO NAT N ? N S 2 ST CE N RE C8 P ET UL O A LELu luOPN I T O OO M UDA NHRt HOEFAE LR CHTN ES TT OR R 0 EA Ra E. N EUBwA B C SA taw I P C UwN P SLO I SU T1 C TETHS I T v. wTPOTR EC CSAI BA T R I CE T LR IC TT H5 O HQAoHN N f v ll. Rt PoU E NAC GD N F I I.L l i v L l i L w H HS OHC NN OY NY A T E e TA CSA EI CB IT ( w HC S I TOE f l 2 3 4 N 5 .v t ,A ) ~ a. N E 3;;.If3 C ,B
. _. _. _ M g (8)CONOUtT LOAO AT 6'6CIII) 'N1 @ 'i iaE CONDuf f LOAO AT A SUPPOR1 SHAf t RF fVTERuiNED y [ ['" i EN ACCORDA*eCE wlTN TA8t E C ONGR Pf50 2-6_3 THE FOLLOWiNG ITEuS SHALL BE CON 3sDLriLU iN USING THfS t TABLES 1
~~t. THE Ltu TATIONS NOTEDj 9 )SHALL BE STRsCTtJ 00 SERVED.~~
l ( AS AN A'LihMATavE TO TABLE C CE SH.PESD-2-I. CON 00lf ~ 3 LOADS WAY BE DETERMMD BY USING THE EcuAf t0NS CONTABE0 w IN 2323-5-0910 OR 2323-S2-0910 GRAWINGS.LS SERIES. 2 L c '8 T ~ (sit. DELETED cC CONooirst==0RT TIE COPaJlf SUPPORT DETAILS APO THEIR CAPACITIES ARE I SHOWN IN SEC'10N 3.0. I f L WHERE A CON 00lT IS ATTACHED TutCE TO A SUPPORT h i OR WHERE Tso CR uCRE CONDUITS ARE ATTACHED TC g3mbgNf'4 U. A SUPPORT, THE LOAC AT EACH ATTACHurNT POINT I h SHALL BE DETERM ANEO. IN SELECitNG aHE SUPPORT FOR [ l l g, e INSTALLAT60N. THE LOAD AT ALL ATTACHuENT POINTS ) ) [ SHALL BE ADDED ANO YWN CcuPA70 wLIH_THE SUPPORT h ((.^/, ,s 4 CAPActTY gor TM:LQoh T'_ AI T}t if a91FA ST 13X]iT[ON] h \\. lh a -- - - _ - _ - = =-. _ - _ =.- -+ - v g b. i . IL T6E FOLLOWING REDUCTION FACTORS SHALL APPLY TO }i 0$O l' j l ~ j I CAPActT:E$ OF SUPPORTS AT THE FOLL0maNG ButLDINGS p i AW m :0NS 7-CAPACITY REDUCTION /4 jf -j , r :. g-i ButLDING AND ELEVATION FACTOR 3., 7 .Y'j CONTAINMENT BLDC. 0.80 %h ' /' 7 l ABovE EL 950'-T* -/ ',ERVfCE e ATER INTARE - @"T I E ' ' C d 5TRUCTURE. 0.83 A60VE EL SIT -0* NC4 CHANGE TATUS OF THet NOTE: THIS DOLUuENT CANNOT DE USED FOR NEW UNIT 2 fNI SdALL BZ CMCKED Ar A ' a IEh"NAL N TO USE P CONOUlf INSTALLAfl0NS of THE FOLLOFING BUILDINGS AND ELEVATIONS: aux tLI ARY OUILDINC.EL 886%6* AND ABOVE FUEL BUILDING.EL 899'4" AND ABOVE ' stonwie racen g coc Mee inm1 w-* it. CON 00!T SUPPORT TYPES AND THEIR CAPACITIES CONTAIMED OneCuest opw,Zanoe E6aSCO IN 2323-5-0910 CENERIC DRawlNGS CAN EE USED IN CONJUNCTION stTH THIS DOCUuENT FOR TIE FOLLOWING BUILDINGS APO ELEVAfIONS: CLASSI l f[ AudLI ARY suitotNc.EL 873* 4* AND BELO, 1 ]- FUEL BUILDINC.EL 841*-0* AND BElow 6 12iM*.a ,1 ELECTRtCAL BUfLG NC.ALL ELEVAffouS f SERVICE WATER INTAKE STRUCTURE. ALL ELEVATIONS TU RfCTasC ~ Is.C0;O.;lT SUPPORT TYPES A80 THEfR CAPACITILS tFOR CROUP $W ONLY) QIffuS 2 CONTAtNED IN 2323-52-09:0 CENERfC DRawsNCS ChN BE USE9 IN e ,CONJUNCit0N wiTH THIS DOCUuENT.- PftE-ENGMERED STANouto OEseCM A u_- a eEsasron CATEcony 1 9 UNISTRUT TYPE SUPPORT AS SH0wN Okf6TOSD-1@SNALL BE L8utTED C m eT S m tus ~, A*' TO CON 0u T sizes y/ DI AuETER ANO f* Da AutscH. F 1 i
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ML20128G968

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ML20128G968

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