ML20100M244

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Forwards Responses to Questions from Various Disciplines Re Phase 4 of Independent Assessment Program
ML20100M244
Person / Time
Site: Comanche Peak  Luminant icon.png
Issue date: 11/28/1984
From: Oldag D
CYGNA ENERGY SERVICES
To: Ellis J
Citizens Association for Sound Energy
References
84056.038, NUDOCS 8412120249
Download: ML20100M244 (123)
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Text

{{#Wiki_filter:.. _ _. r .v 101 Cahfornia Street, Suite 1000 San Francisco, CA 941115894 415'397 5600 November 28, 1984 84056.038 Mrs. Juanita Ellis President, CASE 1426 S. Polk Dallas, Texas 75224

Subject:

Responses to Cygna Questions from the Independent Assessment Program Reviews Comanche Peak Steam Electric Station Independent Assessment Program - Phase 4 Texas Utilities Generating Company Job No. 84056

Dear Mrs. Ellis:

Enclosed please find copies of responses to questions from the various disciplines associated with Phase 4 of Cygna's Independent Assessment Program. Feel free to call if you have any questions or wish to discuss the enclosed documents. Very truly yours D. . Oldag Administrative Assistant NHW/do Attachments cc:. Mr. S. Treby (NRC), w/ attachments 'Mr.ES. Burwell (NRC), w/ attachments Mr. D. Wade (TUGCO), w/o attachments Ms. J. van Amerongen (TUGC0/EBASCO), w/o attachments [ Mr. D. Pigott (Orrick, Herrington & Sutcliffe), w/o attachments I l l I i l f $0hbok$$5 dbh) PDR q San Francisco Boston Chicago Richland

seevas Mrs. Juanita Ellis November 28, 1984 84056.038 Page 1 of 1 I Attachments 1. R. E. Ballard (G&H) letter to J. B. George (TUGCO), GTN-69484, "Cygna Phase IV Cable Tray Support Review Questions," September 20, 1984. 2. Cygna Communications Report between J. Finneran (TUGCO) and J. Minichiello (Cygna) dated 10/4/84, with handwritten comments and calculations for MS 1-5-S72R and MS-1-2-5-S72R attached. 3. D. H. Wade (TUGCO) letter to N. H. Williams (Cygna), CPPA-41237, " Response to Cygna Questions," October 3, 1984. 4. L. M. Popplewell (TUGCO) letter to N. H. Williams (Cygna), "Cygna Review Questions, Reference Cygna letter 84056.023 dated August 21, 1984, Question 1," October 1, 1984. 5. TUGC0 response to Cygna Question 5 from letter 84056.022, dated August 17, 1984. 6. L. M. Popplewell (TUGCO) letter to N.H. Williams (Cygna), "Cygna Review Questions, Reference Cygna letter 84056.023 dated August 21, 1984, Question 3," September 25, 1984. 7. L. M. Popplewell (TUGCO) letter to N.H. Willl1ams (Cygna), "Cygna Review Questions, Reference Cygna letter 84056.031 dated August 31, 1984, Question l 2," September 28, 1984.

i Gibbs S Hill. Inc. 11 Penn Plaza New Wrk, New York 10001 212760- 4438 Telex: Domestic:127636/968694 Intesonal:428813/234475 A Drtwo Company GTN-69484 September 20, 1984 Texas Utilities Generating Company Post Office Box 1002 Glen Rose, Texas 76043 Attention: Mr. J. B. George Vice President / Project Gen. Manager Gentlemen: TEXAS UTILITIES GENERATING COMPANY COMANCHE PEAK STEAM ELECTRIC STATION G&H PROJECT NO. 2323 CYGNA PHASE IV CABLE TRAY SUPPORT REVIEW QUESTIONS REF: CYGNA LTR 84056.031 DTD. 8-6-84 attached By copy of this letter to Nancy Williams of CYGNA, please find the following calculations in response to CYGNA Phase IV review question transmitted via the above reference: SCS-101C, Set 3, Rev. 8 Responses to remaining questions will follow. Very truly yours, IBBS & LL, INC. 3

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        • !'f$f a. meran CYGNA Tusco
    • AQ, j Es Minichieito as a :

Feo 4 c-l DAit th'D/LOUUrJ 3 7/7//h/dV gg. f $I!bdf J4' R ~7 ton n e FILE: f./. / h.. /W, .k g CROSS REF. FILE C./ jrW./8 iO(,V' nsWed uns 7.j@$) -f Acton By ..Q[N$$'d.k.' As ~ stated'in the telecen between J. F fI y.- Cype run a finite element undet of the tubesteel/ coverplate .. (iteuts 2 and 3 of drawing) to deterwine the effects of warpage y!$$,an'tubesteel stresses. Cygna's evaluation shawed that the ): ' I: warpage does not igact the destyi adequacy of the tubesteel. + ~ 2M [.':Cypa had not found arty thickness sizing calculations for the .J9 Ji cover piste. Cygna requested TUGC0 perform calculations to C J-show the thickness is adequate for localized bending in the i

d.

region of the u-bolt holes. Cygna's finite element results $i P have shown high bending stresses in the area of the cover plate .'5 ' %.. neer.the hole. These finite element stresses consist of both P peak.end aversge effects. A sizing calculation for the .%g g thickness, done in accordance with appropriate standards, will .m jZ1 i'..be needed. Mr. Finneran will provide these calculations. JF (TUGC( .) n,F w Yi {?tlf -a 6 ej,dA.tkAwiJuJ-.2u M f.~ hs D l /- 71, tx.t% . c& sop. M S l-oo 2. - o o 5-s n n ~/ m /- oc t-ou s .jl,,y[ A= -Q . L.f.1 ' g% h .4Lt sp7tm? W. & ..'. 4:' M M 4Q es.Axwk--. w au nus

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.. - ~. _ _. -.. -. FORM DHE-5 TEXAS UTH.mES SERVICES DIC. CyCSN4 . h oo T A4

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.B4asb oAi.us rOwsR a uoirr COMPANY { C' g g g M. TEXA5 ELECTRIC SERVICE COMPANY cm er /0//2 o a u sun. Me. w 146-I - 00 l -COT - S'T 212 fev. b-a.,,:, cwew ey L l-l l l l l _i lIilIi!l l l i lIi l l~ l I II i /A A n h-hJs T% ib A dr W dsi-4 eArp i l Iii1 216C.1 ,i l I lt_-ISJ[ f E ~ ~l l l 'l .i l i j~ ~ i i i l h I j,.F I ~ l LWc=.irw e.edcit Agt.!I:stgu ~ 8r-4 Ee m I is F4 b4:-o4 I dnA/idrijarivM A sun 00 nh A/ I ! I I _I ii! i.I l1 I L'u,,J j ls; i I Li I. I I i l if/ars (M're T c r> l tw' (416 ) (T/r-)> /3,_3fm! I I ~ l 'l " ril i i I i l'i II I I l % ru-# W E5s twA,=. e u i di s /ox/ sire de.h l 's21 I i I i i i R /Ank f.oVi%3< = 2(M ! L', ) 70 7! ~W/Ad &s WhH I I ' A/ A/4// I i i i l i / 1 I ii l1 I l $ntn % Alin G Wore >N AST I I I l l I I lJ l 1 g/ I i 2 h22affd 2 in Z /Af3/ DSTL = ru/c/ sums i I///.L/I' ~ ~-I i L i 'l l l I l U? 1 'd l J l. i

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-- r-FORM DHE.5 TEXAS UTILITIES SERVICES DIC.

ON M COMANCHE PEAK S.E.S. IO bc r b ,,,,,c. F A O M o 4,. p., DALLAS FOWER & LIOHT COMPANv 3 Of 3 ,ggg Shut k C* 87 TEXAS ELECTRIC SERVICE COMPANY c,..,, # A 9 L 4 / A Tax ^5 row =R a uOHT Courixv /n6-l-601-oc3 s -6T2.rF_ b,L,,,, :.,,_, i I~l i i i IIil !ll 1Jl iii!l !I i !I i i E hAuruvuk-A); t i I i i i l I I ! t I i t i i ti ! T Ti i I I i i i l II II II tI i I i i i I K1 i= 34 9%s+ 6 M&Yinur I A-3/o I W i i Sk b &k r % 3sn sow A-Koni i ! I I I I I I l'l i t i !7 ! 17 I l 'i i i I i I I I U = 'd jub a E k l il I i I t i I I I I f l i i I I I l l l I I I I l l l t =- h&u s+s& +uk + P& rk lruw I sra i/M.M) l=: /..s LEki I I i -.~ I J i I l l,I f l 1 I I m l Ii l R2aN - _fo % ',=- (L 171 : )(LC) , 3 f. '5 = .7

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PORM DHE-5 TEXAS UTILmES SERMCES DiC. GNA COMANCHE PEAK 5.E.s. 84oss ,[ g T. w~ DALuS POWR & UGHT COMPANY ba b. .., dA/ / texas EuCTmC sERWCE COMPANY 4 am /h///8$ TEXAS POWER & UGHT COMPANY h/S+062-d35'-S'/2 re (&v /,, _,, www my hbNddwd)Mh!!!l'llll~llllll-1, < m,o, 1 I i ift I ! /! I i I i I yi l t i l l l V-P " @P I 19 I 'K /dspT D' ICA I

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FORM DHE.5 TEXAS UTILITIES SERVICES INC. /I COMANCHE PEAK S.E.S. OYT. NA IS T ___ T A, ror %e SVdfla o i gp f-DALLAS FOWER & LJGHT COMPANY g~ M 't TEXAS ELECTRIC SERVICE COMPANY. h *- W /o.!//[89 on eace. ay f / o a u a m. . W G nap-mr-SW TE Aev fo,,4. I I I Iil !iiii I i iii I II l I i i iI L! l .iii ii i

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$05b0) CPPA - 41237 TEXAS UTILITIES GENERATING COMPANY h

p. o. sox sea cz.zw nosz. nxAs mz October 3, 1984

~ MR5'00T 0 9 384 nec CYGNA Energy Services 101 California Street Suite 1000 San Francisco, CA 94111 Sub ject: COMANCHE PEAK STEAM ELECTRIC STATION FOLLOW-UP RESPONSE TO CYGNA QUESTIONS

Dear Ms. Williams:

Pursuant to an_ October 1, 1984 conference call with CYGNA's Ms. N. Williams and Mr. R. Hess, TUGCO is providing further clarification to question number 4 of letter 84056.010. The July 23, 1984 Westinghouse letter identifying the potential for overpressurization of the Component Cooling Water System states that, " Typically the limiting condition is the rupture of a tube in the reactor coolant pump barrier". TUGCO has filed a potential 50.55(e) on this problem and is pursuing its resolution In addition, TUGCO is evaluati;1g potential ruptures in the letdown heat exchanger and in the Residual Heat Removal heat exchanger. Due to TUGCO's conservative approach on this issue and our obligation to resolve such issues to the satisfaction of the NRC, CYGNA should dispose of this issue as discussed. II5ncer bJoh t Ebvid.1 H. Wade Project Manager DHW/bh r<CYGNA / cc: ARMS 1. B# > _.h2[6 J.B. George J0D NG - / ohm J. Van Amerongen g,,1i 1.0 Z Er.- F.W. Madden ((. 8 b ..CG NO., 1 L.M. Popplewell , FILE: hfI:,(. bta dC lcrossns.r.ru.E __? / b 6A 40 haZM :

n. n we 7+My fP.

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7 Q 7/Ww TEXAS UTILITIES GENERATING COMPANY \\ P. O. BOX 1002 GLEN ROSE. TEXAS 19043 .k.d '[L k /D/V October 1, 1984 b 4/.2) Cygna Energy Services a [L,[(/4/If44j I 101 California Street 1 Suite 1000 g-San Francisco, California 94111 Attn: Ms. Nancy Williams,-Project Manager /' d f2 ff[>N ', COMANCHE PEAK STEAM ELECTRIC STATION CYGNA REVIEW QUESTIONS REF: 1) CYGNA LETTER 84056.023 DATED August 21, 1984

Dear Ms. Williams:

Attached is TUGCO's response to the following: 1. Question 1 Reference 1 This revised response supercedes the previously transmitted response. If there are any further questions or comments, please contact Ms. Jeanne J. Van Amerongen (Extension 500). Very truly yours, r L. M. opplewell Project Engineering Manager i LMP/JVA/bh cc: L. Popplewell gg-(A D.H. Wade cc R.E. Ballard JOB NO, Vt / n < /, / l C. Moehlman DME LOGGED

  • j [1 h J. Van Amerongen LOG NO. :

N3d FILE: 2-/./ h f' _ g/L j CROSS REF. FILE E / bV C4 /tm ,1 U l l l ^

REF: 84056.023 CYGRA QUESTION: l.'LCTGNA Question 1 notes that the CCW System may reaE'h 135'F. during recirculation mode (per G&H calculation 223-16) but the TUGCO response only ' addresses the acceptability of 130'F. CCW.. Please provide documen-tation of the acceptability of 135*F. component cooling water.during post accident recirculation mode. TUGCO RESPONSE: 1. The revision to calculation 223-16 has been voided and the original calculation is being used. The attached documentation verifies the acceptability of 135'F. component cooling water during post accident recirculation mode. I REV. 1 i: f 4 i 4 6 l l L

.,,,.m....~...- .._.________,._.-_.-..m.__.. 0220.F00/05/10 23:34-WPTL7537 a Weslinghouse Water' Reactor-Doctric Corporation. DhHsions. em tumapeerewedWE September-28',1984 . W)J. T. Merritt; Jr. lieft 1)GTT-ID51& Assistant Project General Nanager-Texas. Utilities Services, Inc. P.O.. sox 1002 Glen Rose. Texas. 76043-lEXAS UTILITIES.GEWERA11NG ColfANY. CGIANC)O. PEAK STEMELECTRIC STATION' camponent. cooling Water Temperature

Dear' W. Merritt:

The. referenced letter requested. Westinghouse-to review and' ver$f fy that the stated Corsponent Cooling Idater Temperature would be. suitable for.the Resissal Heat Removal Pump:5eal Coolers. Westinghouse's. review,of Gibbs.and Hil1's request confirms. that 'the.R)R peuys will perforw-their intended function with.136 F CCW temperatures to the-l coolers for a. period of time of up..ta '4 hours.during recovery frow.a LOCA. l Very truly yours, l WESTINGHOUSE ELECTRIC CORPORATI0ti-l R. 3; Howard,.Msnager.- _VIO'Creanche'Pe 2 Pr M eets J.Porterfield/jjs/09674:1 l cc: J. T. Merritt-1L l R. D. Calder.- 1L i it. C. Schmidt. IL K..E. Ballard' 1L lt C. B. 'Hartong. J. C. ID A endall-1L i G..C. Creamer-1L. AAfE: 1L J. 5. George-1L. R. A; dones IL.,. 1 ., I, l l E"tKMMCT9MainiteMErava:1%0MG2025R190iKDra%BGAMWuS;$$2W%5MWa#.i2.%%iiAMd5K5ICGbidGurTM14wn

_ a g s. I Telepheme Co..ersation Record pote: s/22/79 sassa/Is-12, E5/JIr, JWM/OMi, KF, OUTGOING 048 Time: 11?00 mm GTN-40147 (9-24-79) ARMS INDD(ED Dino Mirkovie ,( csg Cell by: tw>

  • =ms 04rt

~ Bingham-Williamette (B-w) Randy Crawford el Answer by: (c===rr Pa=W '~ JOB NO. 35-1195 7E C EIV E Ce aere et N e: TUGCo - Gas # 11-2323-001 sEP 2 81979 i Ishiect dise n s s e d: Cont. Spray Pumps 1E C E I V Eb' P.O. CP-0012 Re Seal Flush Coolers suumany or oiscussion osermons Ano couverucurs. I asked Randy what the maximum temperature of Component Cooling Water can be at the inlet to the seal flush coolers 7 l l The maximum temperature of cooling water can be 200F, cooling water l temperature higher than 200F will cause deterioration of 0-rings. j fy'& * ) W ** 8 A R OCC OLST. DMi/s1 l PROJECT MGit. cc: ARMS (GER Site) OL. H.C. Schmidt (TUSI Dallas) 2L JEC N i J.C. Kuykendall (TUGCo Site) IL R.E. Holloway (G&H Dallas) 2L QA Wr:R. l l-L.M. Po plewell (G&B Site) lL J. T. erritt (TUSI Site) 1L W.JE'.7 C0q. N nuo u l W1.s:'T kN MGA. l JMS l k v-, ,,n..---- n-. -n,----e---- --,,,--,,c,,w--

,i. OTRUTHERS WELLS ..,..e, O . EXCHANGER SPECIFICATION SHEET DESIGN WCP-0G49 jeg go_TUGC P.O. nergng3cz no, Iusi g3g.,9 Texas Utilities Services, Inc. r. \\.* custouen ORDER NO. 1-74-06-32467 g guiGig G1cos & Hill, Inc. - isgen: -- 05/12/76 f.lec.5ta.-Units 1 &4 OAtt puwr s.oCATIoM Ccmanene Peax Stea:t COiiPCNENT COOLING WATElf' HEAT EXCHANGER 7 sygg no, 1.0 vver TEMA C'm cCNNEcTED IN Hori: ental samvict or uNat srza 61-528 sunracz Ptn sur l. 24,360 E*f. """.to sunrAs run univ 48,720 E*f. sNeu s een UNsv 24,708 Gross y 4s,41o Gross

  • Del. 3/1/76 (two units) - PERFORMANCE OF CNE UNIT vues sios sNcu. siez SERVICE WATER COOLING WATER couro encutarro 7.000.000 #/Mr.*

i 7,350.000 #/Hr.

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l a, e.o. FAC 61" micxuts: 2 Courses 1-1/9" Fer sinder b* vuess e = '- C.S. A-516-70 rsomtmo usAo coven susu. coven czemenes. m C.S. A-516-70 f ecated) 1-1/8" Tnx. C.S. A-516-70 (Coated) cHa --2 vues s,.s.xTs-erartoasaav C.S. w/90/10 Cu-Ni CladdincO-l/M.oartwo sa r's.s s-v.as C.S. (3) vvru o19 a g?, AMP,,e5 mecxwass 5/8" micx=sse vvre earess-Lomo --- micaa m 5/8" m as *'a-,.-.- C.S. (12 'ull !ure

  • s) a a.---Ts Cccpressed Asbest=s Butt Weld ( Sc.h. 4G) 2, w-em -we 24" out 24" sun ><a l

24" carr 24" eenius 15Ce F.F. Firs. cM=-- -we ) vues sans Ncne - Lined u mica - wana-se,e.a. seau 1/ 8 " psauintu=..ASME CODE SECTICH III, CLASS 3: TEMA CLASS "R" ruu.or watra 160,550 g, su~atz 101,000 wassa,3-seen s=ru. Notta moicArs Ants.= s.acw rant wwarsen erassa asusvro is.ma ano we.crucn anoioonaeano ex m> ITEMS cpl-CCA-RHX-01 s 02, CP2-CCA-MMX-01 & O2 ntMAmms: w SEE PAGE FOR REMARK 3. I ~.........

STRUTHERS WELLS gr.. E '""* ~ ...i O3 EXCHAN2ER SPECIFICATICN SHEET a v.Z PERFORMANCE - INITIAL RECIRCULATION Jos NO-Texas Utilities Services, Inc. mErERENCE NO. TUSI 050.;9 I cUsTOMEn PRDPCsAt. NO. 7 3 C 7_*g 4EKmmEK Gibbs & Hill, Inc. - Acent (. a Pt. ANT LOCATICN Comanche Peak Steam Elec.Sta.-Units 1 & 2 DATE 6/12/74 sEnvlCE OF UNIT COMPONENT COOLING WATER HEAT EXCHANGER ITERNO. 1.O .s size 61-528 Tyre TEMA CGN CONNECTED IN Horizontal SURFACE pen UNIT 49,720 Ef f. sNELLs, pen UNIT Two

  • SURFACE PER sHELL 24. 359 Ef f,

24,708 Grcs 29,416 Gross PERFORMANCE OF ONE UNIT 3 Del. 3/1/76 (two units) TusE stoE sHrt. sioE e COOLING WATER SERVICE GTER rLuso Capeubarro 7,350,000 #/Hr. 7,000,000 S/Mr. votAt rLuio cNyrn:No vApoM gg 7,350,000 #/Hr. 7,000.000 */Hr. u ouso straw N NoENsABLEs PLuio varonizEo oR CONDENSto SysAu CoNetNsco SMAVfTY-L8Curo gg visCossrv-Liouso woteCubAM WCioHv-VAPORS s.v.u / s SesCwiC McAr-Liouios 1. e.vaa./* 1, s.v.u.. e e.r.uss i.ArcNT wzav-vApons

  • r 170.5 95.O trueca Aruar iM
  • r TsuranArune our 135.O Y

132.O 8 'so

  • ces=AviNo racssunc 135
  • /so sa.

TO Cj Nuween orPAssss One One m sac 2.6 rv.tstC. 4.8 vzLocity

  • /so i~

enessume ono* 12.4

  • /se.in.

5,3

RO. M -----------------------

CLEANLINESS FACTOR se se waar exCH ANoro-o.v.usNm. 260.000.000 " m (coa"Eeno' 39.2 272 't d o "* *i _vn ANsran marr-staveCr m CONSTRUCTION OF ONE SHC.L 30 8 / s o. IN

  1. /se. iN.

Da.SiaN PMEssuRE og 8/so. ia 8,ase6 su. vast enessuac

  • r v

cesicNTEuranAruas TuscS wo. o.o. swa. LamStw eivCH s.o. o.a. TwiCKNess s wru.- FLDAveNo peEAo CowEM SHELL CovtR CHANNEL Covtp CHANNEL g FLDATING vuSE sHEETSa=GTAvlONARY g TvPC THICMNCss S AFrLE S-Cross g TvPE TNiCNNCs3 SAPFLE-LoNG gg TwiCNNass Tune sueroats S ASM ETS gg oUT sEmitS CONNECTIONS-sHELL=lN gg CH ANNEL-lN oU? sERtEs gy vuse sios ConnosioN Attow ANCr-sNeu. Siot Coot MtouiMEutNTs SuNoLs FULL or WATER wt:CHTS==E.ACM SMELL gg eNoeCATE AFTER EACH PAMT WHCvHER STRESS MCLitvto (S.R.) ANo WMCTHEM M AOiooMAPHEo (M.Ri NOTE: ,, PtEM ARKSi

MhEE h[v.co.n.nd H.. Tren.r.r Pcga 7 of 8 I ,'2 0% 9.4

  • A'.]h-1 HvAd v

r.d /(Ji 7 EXCHANGER SPEC:FICATICN SHEET EG NO. 270CIN76R2 k,'[ %h FJ 2 CUSTOMER CVI Corp. JOB NO.1774 8M i.d CUST. NO. 77-1609 ...] M ij s USER Texas Utilities Generatine cn. 4 PLANT LOCATION Comanchg._Epak Nuciear Plant DATE 9/25/78 g,3 % '. ;h EZ j

.T=, I "j s SERVICE OF UNIT R-12 Condenser ITE'J NO.
    • n i..9 e Size 16-5-102 ME B E.M POSmCN @C AZ '.M

. -j '. % t"Z r SURFiUNIT 1170 SC FT. SHELLS UNir One SUFF.SHELL 1170 SC FT "(8 INGR SPN/GAE s NC CF UMTS 4 SHELL A*R WGE TENT

  • ~C L. :u PERFC3.*.* *.NC2 C. CM2 UNIT

..,r..v ; :. : e FLuto ALLocA'ica. v.est sics t r as 5ics io FLwe c:a:L./.TE: R-12 I cee1i na WW 7" 3 s i..;

  • -"j 11 To7AL PLuio ENrEAWG e,He 23.784

'I 7 9 $ 0 0 0 ' ~ 8 .N l Out iN cu? 4 h, ys M 12 m-.-s . " ".W. [i.] is vApen =<*a 12 3,7 8 4 1 m 125.000 125.000 g l

.,3 9 c.g 14 u cuis

. aa l r.,= ts sTEAu .*a t 1 - 6., ;: j is ucr.. r.:E. Aa.za o I .] e it =L. c xx:ccxxxx::.:v.st: .= 8 23,784 is s r. ::r.:ssat: era : t - -- - ' - ~ ' l.0 l.0 1;._s '.a ..ts . m >.~ i 9 47 .47 , J'g '. L..

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.-- so passsuas caca. Attew.cAtc rsi 8 6 2 i 5 4.6 i ,.a;=~= .T.d:.f.,(;W si pou.iNo mas.sTAnca I .y i , oooy J .4 ..-.-.n.".. 22 wear sx '* wsto -1,362,000 F 3rit "a u'D '::a*EC !:- 17.5 y! 5, -" w ' = 23 TaAr:sst= = Art sE*ect 66.5 c.IAN .q37. p.y CCNSTRUCTiON CF C;:E SHELL. i . E :* s..:.2 N:::.3 :8T' if.d: a d. [G 24 s-s.. =::e e tuee s :s 8 7(2 M,.,,; f as ess,an rasi caess.,aE as o 350 525 i150 225 3REF: NU-C-1028-1 M +- .c.: U/l as :n:cN is.tasnAtuas r i 200 1 20o l ,i.3 .. o s.a.. n. 3r ::a=cs co au.: wanes .n 1/R "en..c/S._lf B " nn c4S t '" ! l l ' t(S !4.9 ss connect::ss m 2"_3000aSw 3" 1 g n a pr- ' ? l:j ..' 2 ., h..g si:I s

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-a 45 ri.es no 2 60 coS/8 m .'. ". m in + Mxxxx@xMxxxxxxx ;','.,(g m s..:,;.4 vsJ 42 Tust vArs=iatixx srttsi SB-3 59 90/10CuNi 7-:H 25/32 +. Pef E 's di.:CV .- '..-., 3.~-..l as swett SA-106 Gr.B.c --- c: 16 m i sHE'.L C:vsa LM -..1 1.;,- <xxxxxx= sov.t-S A-10 6 Gr. B / S A-2 8 5 Gr. C*- ANNEL C:v EE --- J ;*_*'J; 44 as rten ist.s A icnaa' SA-171 CDA 706 .surur.i. m o w,,

v...w,i

.s WP'nGEMENr zaOf t:7:CN SA-240 303 S/S l 4. c.,, ;.21 44 76carmontAcc:ssa 4r sArrtrs.cness SA-28 5 Gr.C'es 4-Secm. , c: ? 25 t* * 'No 4" ... '.s.!::=. : -4 44 Sare as xWx Subcooline weir SA-235:su== cars SA-285 cr.c i e s.4 i . a. v. < as Lat5-sa.c.. s. -r.. Welded. > f6-Flanced W: ExpandeJ c m NEL Neocrene ,.. 4 s'. A?mo -EAo ..9 t..a so casas s.s su. ,..a isuA c. Ass n i si coca accuisavs 47s i e,.... < s ws o-Ts s-tLL saineiNo rtocoto tes 53 REMAa>5.., l>... 250.., .5 6 9,e 9,. . 21 ....e I 7 PRESSURE Des 0Pe TO T AL/ALLON. IP5tl ,,s.57/a le 00f 14.44/ 15.00

    • PRES 5URE DROPS ** IPCT. TOTAL SHELL Opl _,,_

e VELOCITTe CALC./MAA. allot. (FT/5EC) 3.26/ h.00 9.59/ 15.99 7 N0ZZ IIN/0UTI 6.95/ 7.93 wie80 a.le e EhD 24.64/TueE N022 Op.-PCT. TOT. 9 09 9 rnN Cwr. ESAr.rACI teTU/HR-rT2-r) 145i.e4i...i in2.'4S (.sei 10 FOULING RE5ISTANCE IMee-F T 2-F/es TUI -0.99000 -0.0000s " N.T. Pan AME TERS ** * ~ 5 MELT. ~~ Tulle l' 9 WAt.L CORWECTION 1.02F 4.981 11 DENSITY (LB/FT33 61.24e7 40.0366 10 PRANOTL NO. 3.6 1.9 i 1 2 Teet desAL C ese0. IRTU/HR-FT-Fi .3730 .3833 11 REV8v0LOS NO. AVG. 42660 155992-~~ l^ 13 SPEC. HEAT telTU/LM-Fi 9973 1.0012 12 WEYMOLOS Dec. IN. SUN. 33195 184e32 j I4 WI5C05tiv AT AV6. TEMP. ICENTIP015El .46efs .29586 13 NEYN06.05 NO. OUT. SUN., 53I20 120378 15 vl5C05tif AT SMIN TEMP. ICENTIPOISE) .38052 .33919 14 FOULING LAVER tlNI-0.990et-9.00000 S oo twtRALL PERFORMA80CE DATA ** " THERNAL RESI5f A8eCES " IPCT. OVERALLI 13 TOTAL MEAT DUTY MEeUIRED IMN-gTU/Meel 1149.854068{ 15 5HEt.L TURE FOULING teETAL OVER DES. *~-

  • 1 17 EFF. TEper. DIFF.,ELMTot(F)40ELTAl= EDEG.F3 el.2t.531fl.Gets -58.9 16 39.55 34.10 0.00 26.28

.51 i 10 OVERALL COEF., REUUIRED (STU/MR-FT2-Fi 577.13 17 TOTAL FOULING RE51 STANCE 9.990000 l l 19 OVERALL COEF.e CLEAN / ACTUAL EMTU/MR-FT2-Fi 574.16 / 574.16 le O!FFERENTIAL RE515fANCE ~ ~~"*.000009 ll! I.. CONSTRUCTION - 1 "u

Nr0NnATION "

" Snfu. NO2rLE INr0. " NLET OUTLET '28 880. SHELL5 SERIES I PANALLEL I TOTAL SudF. AREA IFT2/U8e t TI 5866 19 N0ZZLE 1.0. (int"~ 17.3 ~ 17.3 ~ i i 21 860. PASSES 5 HELL I TueES 2 EFF. SUNF. ARFA EFT 2/5HELLI 5700.9 20 WEl.0 CITY IFT/SECl s.45 s.54 t 'I 22 SMELL OIA8eETER flNI 43 000 TENA-SHELL TYPE E REAN HEAD UT 21 DENSITY (LE/FT33,61.6e2, 49.731 23 SAFFt.E TYPE -HOR 2-800 TueE5 800. CROS5 PASSE 5/5MELL PASS 5 22 N0Z2.R-V-50 ILO/FT-52) 4399 4468 24 SPACING. CENTRAL tlNI 59.639 BAFFLE CUT IPCT.014.8 19.20 23 SUNO.R-V-50 ILS/FT-528 1144 II62 25 SPACING.INLEI t j ell 59.8:30 NAFF.CUle4REA II 2I.4 29 e.0 39 0.0 24 NEIGHT Ute0ER le0ZZ IINi S.5'~~~ s.5 ~ '~ ~ ~ ~ ~ 23 SPACINee0UTLET IINI 40 584 Cuf eME RGMT FROM CENTER Litet (IMI 27 BAFFLE THICeteeE55 IIND .t#:i P05esil 13.2 23 0.0 31 0.9 " its9E N022LE IteFO. ** INLET pUTLET {*, 25 NC ULE I.0. IINI~ 15.3

15. 3' "~

{ 28 NR. PAIRS SEAL DEVICES 0 IsePINGEpeENT EAFFLC IhCLUDEO NO 26 vet.0 CITY IFT/5ECI 18.F1 .le.4R

  • lf 29 Tof.TulsE SHEET THICW.itsel 43 PERCLNT TueE5 f*EMOVEC tROTPI 0.000 27 DEh5 TTY ILE/FT31.,_59.344_ 60.653

'i 3e TURE TYPE PL Alte ed. OF TUGES/5 HELL ING " OI AMETR AL CLF ARANCES " }' 31 TUGL LGTHeOVERALL fFil 24.492 TURE PtTCF (INS 93T5 2e I!AFFLE TO SbELL ( 1889 .le75 32 TUGE Lt.TH.EFFECT. IFil 24 133 itaeE 0.0 IINI .750 29 JLNOLE TO 5 HELL ilNi~~~~.S.40se ~ . 33 TURE LAYOUT (CCGI Je TupE 1.0. t I t.) .652 39 TUSE to BAFFLE MOLE tIND .0156 l ~~ 34 PITCH RATIO 1 250 SURFACE AREA RATIO IOUT/INI 1.154 31 SAFF.0VERLAP MULTI-SEG. E geel l 33 WCIGHT ESTIMATIone / SMELL E Lis t. ORY 2352e eET 46tti ~ ~ ~~~~#g.eeg ~ ~ ~ 4

    • WAENINu -ESTIse4TED TueE COUNT FOR THIS SHELL SIZE 15 1762 TUSES. THE

(. PROGRAM USED THE leePUT VALUE OF INe idee 5 IN CALCULATIO45 M

3 go, Z, CISTAteCE FROM TA80 GENT POINT TO LAST SAFFLE EOUALS 37.13 (INI N [g t

s4

__m_ m.__ i. ~ (,ypT:-1.719 i ~. MEAT EXHANGER DATA SHEET R5 451 gg J.2 mo.1 r h-- n

==aume IDENT. i W RVfCE _+3aa*Jamt umme 1 TVPg SEU Vertical 33 FT.PEM 3 SELL 6627 gngLgg,gg ggniggganAL. a'77 TEMA CLAgg a f A 1.771 - ML FT. PER Uself 3:33 PEAP0nesANCE OP UNIT I OPERATION MODE articx i** MEAT ENCHANGED, STU/MH 39.1 3 10' ' UnTotpAsivii &T 19.1(.89 31.0=17. owsmatkaesp.cLaasussavsta 527. 3/ M4.8 gru send %4eprE ~ SMELL S40E l tutt SIDE SHELL Ss0E

  1. f USE $60E SME LL 540E TUSE SiOE

~ s j PLUe0 ENTER 4800 SERVICE WT3 PROCESS WT3 l 3.8 a 108 1.9 s 10* TOTAL PLUs0. Leinn LIOut0.LSAem 3.8 m 106 t_, , ins VAPO #, LB/MR l D NON40es0% LSA*R 1 VAPOR *O OR CONOENSEO TEner.seedOUT 4 195/113.3 140/119.4 'FECIP#C GRAviTV i f veSC0517Y tLt0UeOf. CP i CONOUCTivlTV (Lt0Uml I PASES I 2 VELOCITY. PT/5EC S.S* S.1 PREsURE At lesLET. PSI 6 16 '.~. 6.0 PRESURE DROP. P58 f PCULueG RESISTAfeCE m- _noo3 COceSTRUCTION OP ONE SMt LL {. TUSE5808 1 DeELL* SIDE annienn PRESL. PSI 0ES8G8eistii Ignists aan DESIGN TEMP 'P gas [ Esee1am TTT c1maa 2 ? Asamt CODE CLASS Seetion III Claaa 1 1?" teh w ete sure 1s.tJ l C0feNECT108e8 IN 24" 150f tas1F Finnea l S2E & FACNIGI OUT 24" 1308 talar FI;::: 12" Bah a BTC Ruee um1J 07:sER Sairal Me md.Ratained GASKET 4 J0egf STYLE Spiral Usued - Retaimed 3 CDAA.ALLOwA8eCE 0.12S" o ensa em T.A.a i _ gepggggggppy ptgyg n.at.,,o v.i., TUSE TO T.1 J31NT. Waldad and we11ad TUSES Icc. M

0. 0. 0.75*

- SUA0g_ is aUc gggoyu Man. St. Latti./t.es= 22'7" .I 1" &O 41.23" _ g, g, &&.11" TUSE PITCM I DIELL

f. O.

BAPPLES Cf005 TYPE T*4 ala 8.=* ' - F Q, 9.S"

LopeG TYPE Weae utt0MT.L33, gespTy 29.400 putL ti.ano gumott la 'o0 l

4 ', PAaf etATEntAL TMet. 48e. Anaf anATensAL TwosN. TUS$5 1A249 106 .See T. S.. P anE0 ut t a.?e S.625 SAS16 70 .50 " ; 0 ^ 304 5/5 Weld overlav .371 g i ML .sts ~ ShCLL COVER SAS16 70 .50 Cnoss eAPP LE $436 [ CMAN885L SA240 304 1.g LO88G SAPPLE = - - CMANNEL CovEm SA260 306 .375 OTHER Instnam. Plata u sa . aft REMAnas '2!!=.:.v.t!w efer,r.3,eadjng 3e as,.gpg.et 33.ma, _ 88 0 IWUE DATE EN4* APR'O c 1 Initial Destan 9/14/78 L- '* W'6 11/12/74 U CL.lda.= 2 Revteed I l l Q s ? h At a 3-87 j- + I l 1. j- -= ~ m.... 7

btJ-ll(V) \\ o . / s w.,....

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. en semmin m. - = o ea m....e v is,issus m . ew-u._,.n.....- ~ OPERATION AND MAINTENANCE MANUAL ~ UPS AND' DISTRIBUTION ROOM AIR CONDITIONING UNITS - -. ~ * - _ -cn ~,-_xcnwm PREPARED FOR TEXAS UTILITIES P.O. CP-0087 GIBBS & EILL SPECIFICATION 2323-MS-87 FOR USE AT \\ COMANCHE PEAK NUCLEAR STATION - UNITS 1 & 2 ~ GLEN ROSE, TEXAS 1 CVI WORK ORDER C581 ENN'yggg[a*fND0R ~ f ^0NLY c AUGUST ITIS es. e e. m..sM.w.es***.= . * = een..-..sy m. w s..MN, *

    • =.e**..*

-8 8.-**- 9 - -e..e pg er.W . a, ..-.r- .----_ *., -.. -... -. -, -.., - -.,,,. _,., _ - -,. ~ -, _ _, -. -, ,,,,,,,,,-w., c,-,-~ ~w w.e,

6viudictdfgi, ~ e' l i o FS a EXCHANGER SPECIFICATION SHEET r EG NO. 145-CIN-81-R1 t 2 CUSTOMER Evf enennratinn JOB NO. CUST. NO. R1-1004 3 USER ' I 4 PLANT LOCATION DATE May 29, 1981 s SERVICE OF UNIT R 17 COndenSgr t ITEM NO. i e SIZE 15-5-76 TYPE BEM POSITION - HORIZdyRJ1 7 SURF / UNIT 827 SO. FT. SHELLS / UNIT One SURFJSHELL .S27 S0 FT. 8 NO. OF UNITS TWO SHELL ARRANGEMENT ENGR. j PERFORMANCE OF ONE UNIT l 9 FLUID ALLOCATION SHELL SIDE TuSE SIDE 10 FLutD CimCULATED R-17 Unter 11 TOTAL FLuio ENTERING eMR ROl6 a$ 0101 12 sw OUT BN OUT 13 vaPOn smm. R _01 g 14 LtOut0 s/HR gg nnn 1 18 STEAM s/HR. g e i 14 NONCONCENSAsLES s/MR. g _ n3 g sma i 1 17 FLUiOrW6*y'i_Qiff.ONDENSED smA 14 STEAM CONDENSED 19 GA Aviiv. Ltout0 bo j ry 20 VISCOSITY. LIOulD 1 21 MOLECULAR WEIGHT. VAPOR $ g I 22 MOLECULAR WEIGHT. NON. CONDENSisLES 1 g l ) 23 S*ECIFIC MEAT eTU/s/* F 24 TwEnMAL CONDuCTtytTY ttp t a 2s LATENT MEAT l as TEMPEmaTuRE TEAT = 150

  • F 190 145 114 1 rian_9 A 250 PSIA 27 INLET PnEssuaE j

28 Nut /EER OF PASSES PER $MELL One Fnttr I j 23 VE.octTY FTs5EC. q_g l 1_0 ' t*1; i j 30 PRE 55uSE 0808. ALLOW / CALC PS3 t 31 FOJLING RESISTANCE .Onne r j 3: HEAT ExCwausto -50ft 000 9 sTumR uto <CoaaECTEn> Ayg d. In_A e 33 TRANSFER AATE SERWCE Ava'd. 57.7 CLEAN 67 g eTuua so rv F d l CONSTRUCl TION OF ONE SHELL us CN isuNotE nor.ztE oshENT I

3 r

1l 34 SMEa SiOE TUBE SICE as DEsiGNrTEst PREssumE PSIG 350/ code 150 + endp- [" l 8' 81if 1 as o[StGN TEMPEnATURE

  • F 200 200 37 CORA05?ON ALLOWANCE IN 1/RH j fgH

'f f,N C \\' ( W d[. ] 36 CONNECTIONS IN 1.]/pn pH e g I as sizt & OuT 1 -l '/ 2" 7" , l<

  • ^mo 13.000 lbs.EtJ 150 lb _ R _ F_

41 Tust NO 250 00 5/8 lN THKfMINsAfdfil ,04Q iN LENGTH 6 8 d es da Tust uATEniAt tWLoisutsi qq3g3_f.DA70g* PtTCH pg/gp 'N 4-30,ir,yy,";,i; & r ry 43 ssEa cfe iO 15-1/4' 16 IN SHEa COVER UNTEG inW owe CsaNNEL coven 44 p g gf,geaNNrf cfs 04s Tuass*EET.sTAnoNAa, SB171 CDA706 (00-10) TueErns.[T. FLoATsNs ], 8 FLcAmc HExo Cevra l auriNGEuENr paOrECTiON ye % cut seaC'N%. 47 sArs(Es. Cnoss C/R TT'E Kopental j Tune sup*CnTs ao east (Es. sono 9 p at TL,ef s*EET JOINTS.sMEa Welded CHANNEL Flane=d Tunts Anlled artd_Hp1r ed d ,1f! so Gas =Ets. s-en FLoatiNn acar, C=ANuct n,nne.n. si CooE nEOuinEutNTs7ubeside..AS'tE.Sec_.U LC1.3/shellsida A.SV ""'"^" "A" stuvuto JEC IMA Lo- .i Li sa wcicHTs.t. HELL sH4Pi'ir4c

  • Tubes _per_ SB359 90-10_ CutM Code Casa _fida. Tuhot are Walverine i s3 nEuanns Sd 7A FDf.

U 581-u Wi a' age a 01 o as nov Niu I S tot 2R -- a - - - - ~ ~ - - - * - + = - ~. -

o PERFORMANCE TEST REPORT FOR YORK HERMETIC TURBOPAK-MODEL HTC2Al-ABCS, REFRIGERANT-ll NUCLEAR SAFETY RELATED CENTRIFUGAL WATER CHILLER UNIT h CUSTOMER: TEXAS UTILITIES GENERATING COMPANY P. O. BOX 2300 GLEN ROSE, TEXAS 76043 ~ PURCHASE ORDER NUMBER CP-0080B ~ AGENT: TkXASUTILITIESSERVICES,INC. ~ 2001 BRYAN TOWER DALLAS, TEXAS 75201 CONSULTING ENGINEERS: GIBBS & HILL, INC. 393 SEVENTH AVENUE NEW YORK, NEW YORK 10001 SPECIFICATION 2323-MS-80B ADDENDUM NO.,1, DATED SEPTEMBER 15, 1978 PROJECT: COMANCHE PEAK STEAM ELECTRIC STATION APPRDvco UNITS 1 AND 2 GLEN ROSE, TEXAS ,. 7,*,^.""',,",8 * ",$7,,*,',7,, l SWSJECT TO COanos. TAN".E etTM ALL SONTRACT REGus#E**C'et 2. UNIT IDENTIFICATION: ,W_A,TER, CHILLER ITEM NUMBER *6.""*

          • '8^*"*-

4 l CP2-CHCICE-06

  • YORK SERIAL NUMBER 8-1965 JUL 201979 YORK ORDER NUMBER 77-780931(H)

I Gisse & Hiu,JNE esinuns. otsentes. ccurswtoes usw veas SUBMITTED BY: YORK DIVISION, BORG-WARNER CORPORATION YORK, PENNSYLVANIA JUNE 21, 1979 TRANSMITTAL NO. Y-124 PREPARED BY: K. R. SHANKO, JR.V' RECEIvgg CONTRACT ENGINEER JUN 221979 d d-.hM =" GlBBS b HILL. lac-J R. E. DOLHEIMER CHIEF CONTRACT ENGINEER YY ~ Z J. BERTZ " QUALITY ASSURANCE MANAGER S ',**'See em e esse -e o4 as e, esp,,,, w w, p,

"#*~ 5usiouta L%8svCM PEBl' #15prih *ffE5RtF__3ddht!.. _MS.O. N3.'ff If059f ($ h m, l{Pascc:eatgEet s *= tnt U=otgDW -C2 Ai -DBC'8 R-Il llERWl(Tic T4RBoPnk TcsT go;,,y,neg,cg,,,,,,,, g 8v 5M Enc e meta A8.SIONED.TR*- [wcentenswo DepantacwT \\,- 1 Data Rtco%, ore I 1777'" U llflBlFNT EvnPoeffToR ~ ~-'CouDENSER COMPRESSOR. d ',' h i TIME.' a,a r o so vio so owr. sa.rq a no H2.o nio ce u9 se men m-

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REF: 84056.022f f I NM /[h) ,(3! 7 / W /5Y/ /270Dd' YCNA QUESTION, A E LOGGED: LOG NO. : k.NI YlW $ ? /- l SC-M ritt.

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References:

Q) ,) Gibbs 8 Hill Drawing 2323-5 0903 . WO b OjOOf';I/V L2) Gibbs 4 Hill Calculation'SCS-101C Set 3 h (3) Gibbs & Hill Drawing 2323-El-0713-01-5, Revision 5 Cygna's review noted that on Sheet 91 of reference 1 the analyst assumed the end conditions for member A8 to be flued for the longitudinal antf vertical loads analysis. The use of this assumption also requires that the fixetf end nements be considered in the analysis of members AE and BD. No consideration of the moment transfer to members AE and 80 was made in the analysis. The frame analysis also considers the elevation specific accelerations.as i well as a 255 reduction in the applied vertical loads. No substantiation of the vertical load reduction was provided. The frase analysis also .. included a stress check based on the following equations f a [f,2 + f 2,f 2]h<22ksi g In Cygne's opinion the combination is incorrect for two reasons: (a) The axial. stress is compared to the allowable bending stress; and, (b) Standard A!5C code interaction equations 1.5-la,1.61b and 1.6-2 are applicable. The brace design aNears on sheet 94 of reference 2. The design does not consider moments Induced through the ff xed connection at the frame. These moments would also be induced into the anchor bolt connections but were net constdered. In checking the adequacy of the neeber, a comparison is made between axial force and allowable axial stress. A proper comparison would require checking applied and allowable stresses. Members AE and 80 are connected to the concrete via anchor-bolted citp i angles. As noted above, the effects from ftxed end connections on member A8 are not considered in the design of reebers AE and 30. Since such loads are ignored, the shear loads on the anchoe bolts due to torsion from mesters AE and ID are not included in the evaluation of the bolt capacity. Support 3026 is specified as a " Case SP.4, cett brace" fn reference 3. The tray asseely drawing (drawing FSE-00159, sheet 3926, revision 5) specifies a brace. Cygna's wa' hdown indicates that a brace has not been installed and that support 3026 was located at a tray elbow. Cygna's walkdown also noted that the tray segeants T12tlA8C15 and T12MIC16 are supported longitudinally by support 3026. The direction of this longitudinal load is perpendicular to the direction (but in the same plane) of the analyzed longttudinal loads. The effect of the loads on support 3026 from the trays listed above will be an increase in the transverse load used in the original support design. Cygna was unable to locate any calculations verifying the adequacy of the support with the brace removed and considering the effects of the lloposed loads from cable trays 712f48C15 and T12pASC16. R e.V

  • 1

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CYGNA QUESTION: (No. $ cont.) REF: 84056.022 Please provide Cygna with justification anet documentation for: (a) The suitability of assuming ftmed ends for member A8 without i considering the effects throughout the remainder of the frame including the anchor bolts; (b) The suitabl11ty in reducing vertical loads by 2bt; (c) The use of interaction equations other than those spectfled by the A15C code; (d) The capacity of. the engte brace when considering the effects due to flued end moments; (a) The acceptability of checking an applied force against an allowahle stress; (f) The capacity of the brace connection base angle to resist the moments cas.-ted through the brace due to brace fixity; and, (g) The capability of support 3026 to resist the applied loads including those indaced by the Itsted tray. sections above. TUGC0 NESPONStr For longitudinal and traneverse loads (in the plane A frame) (a) the frame is considered rigid and the r,esulting moments were considered in the design. However, when considering vertical loads, because of large differences in stiffness between the-two members, only a small fraction of the fixed end moment goes to member AE as a torsional moment. Refer to the explanatiqn at the end of the next page. Since this is very small, it is neglected. (b) A Joad reduction of 251.was used because the span between $P 4 and the next support is allowed to be 8 ft. maximum. The share 6f the SP 4 is l X8+ cantilever portion of tray (2' 0 max.). 4+2=6'-0 i which corresponds to 251 reduction. (c) Colurr.n 8 of SCS-101C set 3, sheets 92 and 93 should read: fby=TbyX.[1-(k)I -(h)2)b fa = 12.07 kst for kl.g = h 107 Who Fby e Fbx = 22 ks! However, the fint.) results shown in the attached sheets 3/92a 4 3/92b are identical. Rev. 1

TUGC0 AESPf)HCE: ( No. 5 cc it.) i (d) From co19mn 9 of Sc3101C Set 3. sheets 92 and 93, the effect due to fixed and soments in the brace angle is 0.63 Kg = 0.15 K. l ~ This when added by AMS to the axial force due to transverse load Is negligeble. ., ( (e) Inadvertently P was contpared with Fa ins since A is greater than 1 ( A *'2.11 in.gead of Ta X A...Nowever, ), this does not affect the result. (f) As shown in item (d) above, the moment to be carried to the brace connection base angle is 0.63 K or 6 6 as additional 4 shear and tension. u3, T

  • 0.16 x T

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Rud ulti TEXAS UTILITIES GENERATING COMPANY f. P. o. sox toon ctzw nosz. TzxAS 70043 J sMokap g Septe.9ber 2'i, 1984

o. p. R h" Cygna Energy Services 101 California Street 7

Suite 1000 , [i)M 6q 4 San Francisco, California 94111 Attn: Ms. Nr.ncy Williams, Project Manager h[)s PP COMANCHE PEAK STEAM ELECTRIC STATION CYGNA REVIEW QUESTIONS REF: 1) CYGNA LETTER 84056.023 DATED August 21, 1984

Dear Ms. Williams:

Attached is TUGCO's response to the following: 1. Question 3 (Clarification) Reference 1 If there are any further questions or comments, please contact Ms. Jeanne J. Van Amerongen (Extension 500). Very truly yours, l L. M. pplewell Project Engineering Manager IMP /JVA/bh cc: L. Popplewell D.H. Wade R.E. Ballard l C. Moehlman J. Van Amerongen l l CYGNA gl JOB NO. h,[0 DATE LOGCED: /4/e!b V LOG NO. : 8d FILE: A / / N7/. /ft SOSS PEF. FTIE 3 /M.E'/@C L ~ f.

REF ' 84056.023 Tkk CYGNA QUESTION: Clarification to Question Number 3 What procedure is.used to ensure that the operating modifications I made to the "PIPEFLOW" calculation will be utilized? TUGCO RESPONSE: Refer to the attached letter CPPA-41,023, CCW System Flow to Ventilation Chillers, which requests.that an additional step be.added to operating and test procedures to adjust the flow to the non-safety ventilation chillers. I m. _.. _ _...,. _. _........, _ _.. _.. -.... _. _.,. _. _. _,....~. ~..,,,.. _ _.

CPPA-41,023 TEXAS UTILITIES SERVICES INC. OFFICE MEMOR ANDUM T. R.E. Camo oi.n no,T ._ September 24. 1984 subi.et COMANCHE PEAK STEAM ELECTRIC STATION CCW SYSTEM FLOW 'r TO VENTILATION CHILLERS This. letter is the completion of the TUGC0 response to CYGNA question three (3) concerning failure of the non-safety ventilation chillers during a seismic event. CYGNA postulated a leakage rate in excess of 10,000 gpm from a failure of any one of the chillers. The TUGC0 response to this question is to provide a method of limiting flow to all chillers to a maximum of 2000 gpm (rated flow). These chillers are operated in series and the current method of obtaining rated flow is to throttle valve XCC-95 (located downstream of all four chillers on the discharge line). Please add a step in the operating and test procedures to throttle the inlet valve to each chiller so as to obtain a maximum flow of 2000 gpm to each chiller. The affected valves are XCC-80, XCC-84, XCC-90 and XCC-93. Restricting the leakage rate from the system by this method will allow the system isolation valves sufficient time to close without enough leakage from the system to adversely affect the CCW pumps. (i 4% /f LMP:CKM:JKS:GES:tw L.M. Pbppl ewell CPPE Engideering Manager CC: ARMS R.A. Jones R.G. Cockrel J. VanAmerangen O BRJ #1699

y..n p g yl'. I h0) L JI Iw s NOTfD OCT 011984 n.mc TEXAS UTILITIES GENERATING COMPANY P. O. BOX 1002 CLEN ROSE. TEXA5 76043 13 vlUll' Y ON b /1 V,h /,d,kgGL September 28, 1984 Cygna Energy Services Oh 101 California Street p,h,d h N Suite 1000 SanFrancisco,hlifornia94111 Attn: Ms. Nancy Williams, Project Manager 0 COMANCHE PEAK STEAM ELECTRIC STATION CYGNA REVIEW QUESTIONS REF: 1) CYGNA LETTER 84056.031 DATED August 31, 1984

Dear Ms. Williams:

Attached is TUGCO's response to the following: 1. Question 2 Reference 1 If there are any further questions or comments, please contact Ms. Jeanne J. Van Amerongen ' Extension 500). Very truly yours, L. M. Popplewell Project Engineering Manager LMP/JVA/bh cc: L. Popplewell D.H. Wade JOB NO. 911/76 b R.E. Ballard /0/f / g R. Hooton Y O/ T. Keiss LOG NO.. J. Van Amerongen

  • /'[

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.s-REF:.84056.031 CYGNA QUESTION: T 2. Eccentric Loads and Connections 2.1 Cable' trays are attached to supports by friction type or heavy-duty tray clamps. The former type resists transverse and vertical loads while the later resists transverse, vertical and longitudinal loads. The connection details for these clamps require that they be bolted or welded to the top of the cable tray support beam. A typical connection is shown in Figure 2A. Such connections provide a load transfer which is eccentric to the major axis and to the shear center of the channel sections typically used in the cable tray support designs. As a result, several effects are not considered in the design of the supports. 2.1.1 Major and Minor Axes Flexure As noted in Figure 2B, the location of the transverse load, P, is eccentric to the major axis by a distance d/2, where d h is the channel depth. The effect of this eccentricity is an increase in major axis bending. Minor axis bending will occur because Ph is eccentric to the minor axis by a distance of (g-x) where g is the gage distance and x is the location of the neutral axis relative to the back of the channel web. 2.1.2 Torsion due to Vertical Loads As shown in Figure 2C, vertical cable tray loads are applied eccentrically to the shear center of the channel section i l which induces torsional moments into the beam. Cygna has noted that only beam members for Regular Case cable tray supports Details Aj, Bj and Cj and Detail SP-7 with brace have been analyzed for the effects of eccentrically applied vertical loads. Cygna is currently reviewing these calculations.. No other cable tray supports have been analyzed for the effects of torsion due to vertical loads. 2.1.3 Torsion Due to Longitudinal Loads As shown in Figure 2C, longitudinal cable tray loads are applied eccentrically to the major axis (X-X) of the channel section which induces torsional moments into the beam member. Cygna has noted that only Detail SP-7 with brace has been analyzed for the effects of eccentrically applied loads.

REF: 84056.031 dt i CYGNA QUESTION:.(cont.) 2.2 Eccentric Connections The cable tray supports are primarily constru,cted of channel,. sections for the hanger and beam members and angles for bracing members. (For Cygna's concerns regarding angles, reference Cygna's letter 84056.027, question 2.) Figure 2D shows the eccentricity between the neutral axis of a typical beam and hanger connection. Cygna has noted that the effect of this joint eccentricity has not been considered in the design calculations. Please provide Cygna with documentation showing the cable tray supports are capable of resisting the applied loads when the effects of the eccentricities described above are considered. TUGC0 RESPONSE: Calculations SCS-101C Set 1 and Set 3 (attached) provide justification of the acceptability of not considering several effects in the design of the cable tray supports due to an eccentric load transfer. l . - - - -. ~.

.g e .4 4 y Gibbs S HEII.Inc. 31pom mera New wrk, New Wak10001 212 m 4438 y. 1mec 1 Domeste:127636/960604 4 knemenonat42es13/234475 ) ADrevo Company r ST-5477 SCCh-138 -GTN-9 Texas Utilities Generating Company ~ Post Office Box 1002 i Glen Rose, Texas 76043 Attention: Mr. J. B. George T Vice President / Project Gen. Manager Gentlemen: TEXAS UTILITIES GENERATING COMPANY COMANCHE PEAK STEAM. ELECTRIC STATION G&H PROJECT NO. 2323 CABLE TRAY SUPPORTS - CYGNA PHASE 4 AUDIT ACTIVITIES REF: 1) CYGNA LTR. 84056.31

2) GTN-69484 L

By copy of this letter to Nancy Williams of CYGNA, attached please find the following calculations in response to question 2 identified in the above reference 1 and the additional calculation for tray support case Dl: 1. Question 2.1.1: SCS-101C, Set 1, Revision 4 l 2. Question 2.1.2: SCS-101C, Set 1, Revision 4 3. ' Question 2.1.3: SCS-101C, Set 3, Revision 9 4. Question 2.2: SCS-101C, Set 1, Revision 4 5. Case D1: SCS-101C, Set 3, Revision 9 .. _. _ -., _ -, _ _, _,..,, _ _ _ ~ _ _ -,,,-_..,-,m...~

. = w.. : i s- -Gibbs S Hill Inc. .GTN-, Please note that this letter plus referenced #2 above complete our response to reference #1.. Very truly yours, GIBBS & HILL, INC. Robert E. Ballard, Jr. Y} )?L a Director of Projects REBa-ELB-PTH-SCCh:sce 1 Letter cc: ARMS (B&R Site) OL D. Wade (TUSI Site) 1L, lA G. Grace (TUSI Site) IL C.R. Hooton (TUSI Site) lL, lA N. Williams (CYGNA Ca) IL, lA i Drav%

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/7 Gibbs B Hil!. Inc. Job No.

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O O Gibbs S Hill. Enc. Job No.

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- t Gibbs S Hitt,Inc. Job No. 7-3 L3 Cient Th sco Subject C.AblG TUY %I s - Re um C+ To CYGNA VMe d. 9 s vis-w T Calculation Number 5 c 5 -/o / c C. u t- / Sheet No. ' 70 / woon ig:= Does Rou 4 Does Reu Date Rou Date Ret Dame M X 8 X X X X Preparw f, c. e /. NeA Cnecker vd MMu

&M..-.. S r c /. 1 ( wT) fe5 re ikefning / cads ~pt 2.

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.e Gibbs B Hill.Inc. Job No. z 3 t. s Client Tu.sco &&. CM U nAY % pirS ' PuMn'E To CmnA pHMF 4 re v +w cabMnn Number sc 6/o/c ' c.c.c / Sheet No. /7/ n on w o.=

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r GibNo B HEII. Ino-Job No. 2.323 CEent TUGCO Subject cA6LG TRAY SOPPMTs - KESPCNSE To (Y&NA 'S PMA.sFB KEVI Eh'. r*W Number 5c5 /o/ C 4FT/ Sheet No. /72_ neween T osse am4 one nn osse an i osse nw asse M X / X X. ..X X Preparer pm4 9.//.gy omaar Hv

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f. fo,t, = 4 44.2 3

M1 X72 EPZ x C7' _3xl 7 4xgt 0, [X2] X/0 'X/3./, S K 2fX/0 43.] 6 2 XS7 N, I4 0 P70 */ o~S ^ .= 4,p / o

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Gibbe C Mill. Inc-Job No.

2. 3 L 3 Cient ra c. c. o Mind Cl. s L E TRA Y Gu ppo n.r s - Rrr s paws s re, c Yu s>>

pys-sc 4 Ecur e->> Calculabon Number 5c.C-/eIc - .4_.t-I Sheet No. /73 %.en ilgl* one %4 osse one m osm m osa M X l X X X X pre u 9.a m cnsea .x 8.u a a .. _......wn e..1.i. 1.. L e-- r M L/'._d d4((.t. th.4p Wp-s/5 ~ 4 .y L '_ - l.. - -...G6lL d CA.st e ...... M L -- W d " __.._ _ f .._.. _.. /, Q.., [ g,j 4..(-Ci - O e./.D 4 . g.. g.g l-- W* _ .Y. a. -...... Ar ed --.....%. m.. '$o.. $. a. W .. A.. e.L. *[LL __ %.N..Y.... Tk. - _. _._ 5. f -._ f%e.a+u /. ~.~< .~/"~orStonn f, _tv10Mrn W- _. .... 4 .1, m (.C.m.DA J _ -.. -.. &,0t%. 110*C.. 2.'X iS U a .g . -.. = _ v """)[ =. -............ ....... f.: R_c. 2.&c._ a ~ _..... _ _..._.._ l ..... - -.. ~ _.. - _. _..... _. l G Ce l 0 h) t 1 1 1 i = 1 F-166, 7-82 Checking Method #.'cc. 1., m c _ - - -,,... ~.

Gibbs B Hill. inc. Job No. 23 2 5, Cient Tu.G c o && CA S LE-72.AY G t. WITS - RH9aME To d.YG M A pHMt & EEV!N C*dahnn Number Sc 5 - 1olC Lc.7 -l Sheet No. /74.' %.on g:- om m4 om m om m om m om M X l X X. X X p==- s< g me Choder w( 9.n.N W. 7,j.z.[ w c} S u.u M s-e y t c.ca el.A &1sa : ~ ?~ ~ ^ . ~. ~ ~ }^~~~ToEVoMA4.- 6 FFEcT ~Du.E T0 N4tTIl A l,~ l0 AD$ ^~~_ g ggQ y. . M 11. Pr Suppox7.. G.H.. 4 gg m gg - - -A c t f., 4 - - -HAUG6K BEAM TAA'f ~ .....g go gffgcf..es/ y5 $) g,y .bl.> 0,4 '.&..... ..l=. $ . h 5 f. .. S' 8 5

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/ e. Gibbs & Hill. Inc. Job No. 2.3h Cient T~a G c o SUbiect C A tLE TU14 47 C - 2e s ped %+ To cYsAIA. CHM & 4 2ctne.w O rahL*>nNumber scq,/o/c sc T 5 Sheet No. 2.* y m oon it:" one m 0; one k one m osa m one M X. i X X X X Properw %d C. w o Checaer t.&ns, ch5'-N h _ Z. la S 'l _CYG AJ ALTg 24 o N. c 5 l ATTkcHme".TA).... ~7'c p ct tw Du. E TO l c~usi ru ciM-l. L o+03 F..e & t f. n i.~ J o. f k.,L S e,..L,:,,,. ~ p. -.f.. lu_. '.-..~. ~ I

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2 Gibbe S HIII.Inc. Job No.

2. 3 z A Cient 1u.c c o Subsect CJ h F 7 t y r % M S - R e-s P e a r t To ct: W 9eME 4 aww O =ahonNumber

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.Gibbs C Mill. Inc. Job No. -t 5 t 3 Cient Tac.c o &_W CA 6Le Te AY S u I.s - E a p v s s s E r o CYa; a)A pHA se 4 2&vrew T C %dahonNumber 6c g-f alc 1.e.t-3 Sheet No. L'A (, %n w o. m.7 o. o. i o. = o. m X i X X X X Properor q e c/ 9A /pg Checker L.dsn Q-tr-tV %, +-E.-,--

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Gibbs C HEII. Inc. Job No. 2 s2 S Cient TuGco && CASLG TEAY SulTS ~ Re-sPDM.SE 'O d YG M A-PHASE 4 EwrEv) C P W Nunts <; c g - l o l c M3 SedNo. W w 9z-o= n= 9 o= nw om _n = o= n= o.= m X l X X X X rreparer s e c.4 e/,,/c e a cn aer LSwdn 9.L'r.ty 'Z. /, 3 [ cre,+ 9 Cua 8+ w Q.= ?) > - 4.0 d.* 7'2 *#4S l 7Z

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2.. lo 7 Oo

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6 Gibbs S HEII. Inc. Job No. t3t '2, CEent tug, Co Subiect CULe-Tea y Skt.7.- Kcqe@s-ia' c.f 44e f?,ne 2 kv'isw Calculabon Number Ccs - to /c 4r5 SheetNo. us9 a an w osa n=7 osa nw osa n= om n= om. 3lm X /.' X X X - X ere,=,w Wv 74 w ensaar o e4 s.n. & . Q w -*..e. k.....z. /. 5 (em_.? 'Of-.of M.TY o F c.oMBW6-o ~.fGe'rt D J ! '. '. ~ _ ~. ~. ~.. ~ ~'~~ ~ ~ ~ ~ I" w . g, -. 2./& fo.vr$ 4 24 til ~ 'l ' ~ "~ ~ ~ .._...-_._._.y........-....-._ 2.s 1. st.5..... _.._. _. - /. 3 9 e s . _ -..... _ ~ ~2.* f t (2. 0 -0 2.Vo I T) g _...._... _...../.. _ _. --. 2.x.z..r 3,.._. _. _. _ 7, p.._......_. _.. - _...___. _ s1. .f 2. - 3..._ I .Q_......--- $_...__.._....Zg. ..f 514. 0,41_5.+. 2_.13.> 0 2 c.l.4..b_o. p QM_). _. ^ .. ~. ..4..._..._.._...____....__... s -- - N J.. _ _... ...T,...._A~..~~ ..O.f, / f /A/ w / ,8 _z s . _ 0.9 ttj.2. I, o,70.. m . _.7..'. _.....r. /.o..y H. _2..i 3 $s......_.- z*C l s ,3 ..... g t - /. M [......._....._.. E 7 / T,._., d e i 3 y / ~ 3,.. -. .. W4f z,g sq m,. 3 I15. . 2,g,.,/e ..._... $g[D. ... @.e.t.w) _ _.... _ b......._ _. A<.Lo f. _. _.. -._._._. _ 9.1 t T. _.. - - $ ._. -..... _ _. 9 317._ $g 1 . (y.W. /.n) ,. 2,yy $, /,5') .(,,,7.,y a Tt 'f f~..... _ -- _.w_._ __.._..._.. S. **) I f.. _. _... _.,'.. _ ..l,io4 -. ._r' s. . 2.2 t.. IJ. _. _. _.,_j, q. _ _. f

2. x 2.,13,..__.._4_.___..)__.

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? Gibbs S Hill. Inc. Job No. 2 3 25 Cient 75G, Co Subject G%tE 7n~ Ay $d& 7. - /tdSfoWG, L c-yW S e c. OT

  1. a/ sea /

(, rah %nNumber 5(C /olc TGr 5 Sheet No. 250 Roman ig" Does Rw7 Does Rm Dee Rw Dee Rw Dane M X i X X X X Preparer NV

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l Gibbs S Hill.inc. Job No. L b t 5 Cient ~f*u G, Cz) && CAsla ThAY SW.T. -PEStr dSi To ty% %st G 17then] a c.ahdatum Number 's cS-/o l c. Ss7 3 Sheet No. ..r/ Revoon it? Dem Rn 7 Den Rw Deh Rm Dee Rm One M X t X >C X X Preparer /v V

7. et, w Chedier 4 4. e (

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Gibbe C HEII,Inc. Job No. 7s2s Cient Ta.G co 1 To CYGMA PM46 4 QGVIEu/ (.. Subject CABLE Te A Y %,9 7 $ - 2e4 90Vf(- cabe*m Number 5 C.5 - / o i c SET 3 Sheet No. 253 menson a,3ll* Dee Rev.7 Dee w Due nw osse me one M X / X X X X Properor 5 a, si, 9. M h Cnemer NV 43 f. W L 2./ *b ( c.a, t-)........... C.a <. D; %,e ( s a t G 4-) b8'8-C. ~2 7 54-S -2 / S C $6T y. Sk f'/ N S D MO ., yy _.. o .... _........ Q.. . __ _._ __o,ogg x s go yj,94;>= 7,7 f L f ..,,,,C,s //, DO,. , // N = 0,0/4fx //d/ = 0.0 2 7 f N... 4, c o,00~)2 x/,/ /,# 5 0,h/.5 f/. . _. g , s. ..5.... l.0 ..._....Q =_ .' #xt.42+ 0. 0 2-7x t4 S +0,ol3 N.C x /,[ L c. R& -*R .49,3 4 7_ 6 x._.._-_.-.._.._._._.. %..,(~ \\ RI'r. b." -..... $.0 5 53 4U y-' y .. Sg g.....Lo.. k .) ._.. l _.._ ozyv 2,41 = s ays. = pyy 1 E s.i.) O nJCr........ ..M..it. H i.G-$. _ D_t Le.T_o... ;-_-...._._.__ L. O c. e.d. ..._L_,._._.__--......______. li l V]p _s 7, 7. 4 x o, a y o-t =_. 5,o 5 k - - - - - - - - - - - - - - - - h, .::. 3 p 3.,2. w 4 2 +...: = }. p.2) (o, u y),. w3 , c,,, z i3 .. s .....l_,........

  • L

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y Gibbe S Hill,Inc. Job No. 21,23, C8ent mG. c o sm CLt.L s Twr Mks - eve fem t va c.Ysna p m e-4 n. m a CabMation Nun 1 bet' 4 e s -/o / c. 5G7 3 Sheet No. ZE4 meamen iga oen %7 one m oen omne-~ om. M X / X X X X Preparer < e. e4 W rp Cneceer W 1 11~. N pL 2.n (a) - - h& C.-{< 0 t [f'- y /h&A&f $ G C'I D ** D L... _... S ^. ..4 3.4 f,.g .=.3,'7 5..X //.: ..pl,, _- g1.4r. /,g/ n~ ..s. -}, _.__._.-._._7...._._ 2 73. (,. g.........jg_......-......_.._._.__. /, d 2. . _.. 2.s 2. / 3 . b. f h. Sk 2fD -...)..... ../,f.2 (. ; L v

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= Gibbe B HIII.Inc. Job No. '2 3 2 *s Cient 7ueco (- &&~2 eMLE ruY %#rG-2e-s Pntt & To cmuA PHMS 4 Dvi&W L. %WNumber ce c, -/ o / c. <ss72, SheetNo. tu e i om n= f om. nm os.. n= om nm om lli!n 'X 1 X X X . X ww-- 44 >/ w a c- _ mer c/ts,Mu t - Q p.L k /.-3--4MT;) l C M. 3 *.. _. y e ']._. g $ g _f s .......-4" ),. _..:14.4 .-... -. 2.' G---.f4Y <b s -144c O.. /_=_4I-/o" 4.T._L-.SL_14,c o_ .= j. __. 1. [ ..~- -. & - m m.4 g 4 4.g go o,.-._g ygg ,+ m (. h.. 3_ /L. _ _. ii y \\.,g, _. 6 -y.- i -f" V c fang,L.. n epp,pt * .....-s. I ) o-g --. x f,... g !. 7, o... ... g o_ .,1* y 3; ~ L - 1 ^ u s .A l....+ '1 to L.*1"g__.$ .._ G... _.d) _. ,[ h[3f '. - } {_- $ A l - 6 tfEAK-6 4/ft h ~ "Y '1 ._.-y_...._.-. --- 96 c T r e e-A - A- '. 2 ~%4 S.u. M.p.ri v.a L 5 't l neL-6)wsudys -tMwa - b-TeP FLwas'or nnr.gw! ?r i i iI.. .WWW sii: W~l 5C~8?YYO&$ Pf._^~GN. l f 0i..&~ W: n ! ii .i i. i I

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~, Job No. 7 2. 2 d. CEent -rr4 e c o Gibbs S Hill, ha.TPA Y Guelf S - De ' ~ n 25 6 YG Aih pHM+- 4 REIN bl*=t CM L4 %d=tcNLmiwi 6 c s - /a/ c. S' s T 3 SheetNo. 2Ib Omas nas Duas Ros meu 7 Duas Ron Duas R"li X / X X X X t c. g;' Dans t ( <. d 1/7 //-u ~Properar wz eheMe-c- __ Q .d=.;--271,-3-( W f, A i \\ +,i . ___THE __/ Alfl.Ec11 o+L f?cru T,. A__y - ~ 1 _R -_~fS_,..__.! -c,.g_g-z., . ~4_c_ ...y g,.. _.,. x g r I L ~. ._.. $ gM

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Gibbis C Mill fasc. Job No.

2. '+ 2 '5 Cient Tu,.G en W46 - 664.C fk c YCUA AIM F 4 PEtle:v' C.

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  • 50 4-1,,2ff

~ 21.41 5. ^ ' $ @ = Y -17.47 B $ @ = 4.7 -48rs

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Gibbs S HIII. Inc. Job No. 'zs1s Cbent 7tzs co &W Cholk-TKkY 4n#)f.C

  • k ?mW CYGAlk pHM 6-4 241W

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  • 9 9 2 #

O LocM Se no s os. STE e44 es vwt To ft. ( A-cTsuo- ~ -- - - G tap F#LL6T :of w e-8 of THE VeET. CHweel_7, Ano cewre.o7D of THE Top fsLL6T LO 6 LD ) ; N}t '3 0 T

  • e.sd 2 C " = 2.2 ds"#

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Gibbs C HEII,Inc. Job No. '2 s 2 r Cient T w, c o Subject d4s t.e n A.y %/f.5 - g espen/Te-ro c ytrA/A puM G 4-Pew-v i cabd*w1 Number <>c f-/,/c. <; 5r t Sheet No. 1 (1 .r" w an 9lg:= can m, oen com m. oen m oen m X /' X X X X Properor feel Vv/A-ameer cer-epc/n W

1. i. s c w) f R = l.9 & 7 + (c.o/64 x 4.8 % + 0.0 2)x 2. 67 = 2 '2 5 R = { h (4. CS + 2.06) +(e.0164 x 2.42 + 0.07
  • 4.67)x//2-A

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f. / 4-

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  • l x 4.42.n1 i

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o. o s z < c.! s

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Checking Method # j cm's-m F-16S, 7-82 ' . c.".".M W. '"*' ~,- 3 i . * = * * * - - - - --..c,e ,*<,,,y---..,-..r,-,- r --e.- -..-...--..-.,-----.e,.-..---.,...,---,--...--------e,-.--.--.-=.---w .,----.5---.---r--..

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2. 2 : '

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.9 o Gibbs S Hill. Inc. Job No. 2s15 Cient uo co r RE S P CAIS E To L1 Gr AIA l'HAsd if REVIEW k_ hinrt CA b L E TR AY Suf fDRTS ~ Cakulabon Number 5c5 -soic SE T I Sheet No. t 7 ~1 m ean ilry omas mu osa m osse m o.a. m osa. M X 1 X X X X pr.p.,, m c. 9.,39 cnocw <eg 1.a.n ausation z.s (coni D) -i) EFFEC 7 of Eccem7poc. Co m. FOR THE TA ANWE M E LO ADS : - .S d.15 5'.*.t 'ff! K y MFER To

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Gibbs S H111.Inc. Job No. 2323 C5ent ru o, e o &w casus ina.t s uppon,s - n st,an se 7, c ys,np p o se + s,e v,e w Cabhhnn Number sc s-i e i c. 5s T i Sheet No, m m.on i== os. %u os. o,. o., oe M X / X X X - X Properor m t. 9.s9 34 Checker c4 4 SEN KdEhrio f 2 2' T kN7'p,), [__ ~l_], _ ~, ~ ~ ~~ f .:_iok _I55sh ~l O?SG~5f. 35N.15C ~HS~ @$.KT5512- ~ ?Y f h e m m. _ ... p - 3. '3 8 = 2. M n case..

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Gibbe S Hill,Inc. Job No. 152.3, Client 7u. c,. c o %M"* CABLE TU Y 4&r k te-s Pw M 70 CYGUA 9064 4 twmv r*danm Number S cS '/o / c kri SheetNo. &O nausen it' oene k v. osa h ones omne aw. oss. M X / X X X X Preparer (uf 9 O/y cm mer w.r~ e.g.9 u 4 g h _. 2, 2. [ 4., _.r) _............ .. TthY. GG - 24 G (., -l 2 - O fo ........p, $ ? o x 1.09 +. 2 6n 7oxou '+ yy v7osuz z,+. _4 % Px 70_ b,_. _. ~ --. _ _(o .. __ 67[..... W .. *

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Gibbe S Hill,Irna. Job No. '2 't, '2 *5 C5ent 7taaeo Subiect CABLE-Tear ketrs-tnporrn to cre:atA pune 6 emin s e %dahm Number $e s'-/o / c SG7 l SheetNo. /// Reneen qll' Dene Ree y Does Rev. Does Rev. Dane Rm Dean M X i X X X X Properor 44c.4 94ze Chacalor tu c. " 9.:H 4 i ..... _..... -_'E - ( W '- ' _--- - - ' - - - - - --. -. _. _ _ _..... _.. .. d.- - ~ ~ .. Q -... ...........--. j _.. C 0 ^ / C f k W *..... )LLMM y y

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Gibbs S Hill.inc. Job No. 2323 Cient T*u a c o &W CJ 8CC TRAY SM Po E7s - huoA/sv ro cyv; uA Mass. 4 Eeview Cak:ulabon Number 6 c S-/o/ c 6e7 i Sheet No. //2 w ~ => x x x x x pr u r.se.n Chener W 9-86 90 .) L ou c L u. crea : ( o,.f( : f ~ J,, a 5& ^ . _. _ f._.. ___.i._. Z.~..~le-a.d. l..~.G'C) i 1 l_il:T_ I ~~

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Gibba S Hill.Inc. Job No. 2 'b 't *s C8ent TuGC0 Subject dASL6 TE AY W7.s - (2erpoore To dYGUA PHA M 4 fev/Gu/ rahW Number 5 e s - /o / c., ior a SheetNo. t34 Rouen T Does k1 Does Rev. Das Rev. Does k Dean M X i X X X X Properw ( c C4 9/p//v M W C. ~ 92454 dN6 D/: c ... 2. u = N = 1.092 = Ke n. g*!. p ~

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I Gibbs G HIII.Inc. Job No. 2 % z.5 Cient i'a $c o SubjectCAste 7EAy %,ys - gespouSG 're CYts M A pH Ase 4 E.u seu/ cabdatir=1 Number 5cI-1oIC 'S47 5 Sheet No. uf ~ Remsen 13ll" Does Reu 9 Dese Rou Does Ret Date Reu Date g==5 X i X X X X Properor 5ee.4 ay/sr/pg ommer me. q w.gu ?h ~ ~0 Di { CN^1T) %s.'. n o.oC/ K ,ug* 4% 4 n.- c* D

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Gibbe B HEII Inc. Job No. 1523 Cient Tv.sco Subjectf,A s L4 ne A Y %e ceerg - empous e re c va uA pnue 4 i s-vim cahsenn Number 5 e r- /o /c Ser 3 Sheet No. 23G m oon 9lg case na 9 omne nw one nu one. nw osse m X i X X X X Preparer O4 f/n//v owner ec +:6.t. 1 Okt & Dy (ceuT) ~ e 2 A N T V E E. S E $4-13M I C * '4 I 4 2 ~ Me-usere. A_c : o ... ~.. ... -.. bu 18$~EI Y M ~ Y ? jk _ (4.1/) _ /8f E5 I $'Az' _t.ys' ,1.yg )) . g g3 o 0 A ~ ~ /8 J' y 29x/o //3./ = QO23[$//o g ^~[!$' (B_} g l 4)3 ~T~~~ =- 4 _. l WL= 1,2xi.z=984 de -;-f ; - I n . - -.. J u ~.1 K' 1 o,otsr4 xiob3!G.4 ' j--- --L-pt f =y 98 4

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h Gibbs S Hill. Irsc. Job No. 2*623 Cient Tub c o MinCf CAbti TRA4 S a P f o R T.S - Ris P oN S E. Tb CYkNA P HoASE 4-A? E V'E W r.nhilahnn Number 5 c. c - t o i c-wT 3 Sheet No. zn Renmon igl' Deas Rou7 Deas Reu Deas Reu Dans Row. Dane M X / X X X X Properor M C. c). s S-9 s Ch-*= /V V y,2/,. W _ca.. s.e.. m.. a..~ r o I" 1 -/ --/ d'{.r.e E : 0.a t11 0.. -...CASLE TRA. e vi n et A % m o M =.1.^ 4 2..=2 . ss }~ ^ ~ ~~ }_ * * ^ r u n ch sub McM. =,lfw L'~=o.ogys d.Q'~ ~_ -A-C .-[h;A. _ - -. O g.. A_C.. _ _ _.. *D. .,g 2 hi. tetyg (,6 ~ ^ ~ ~ ~g1 ' Y} g,q g,G. Y. y_ _

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.~ j Gibbs S Hi#,Irtc. . inh No. z323 Cler1t Tu6co hkkct CASL.E TRM Sur PbRn - RES f 0NS E To CY6NA f'tfASE 4 AEvoEW I +e r 3 SheetNo. I3f i hatrulatioriNundEs ses - /o ic %.an ur cam 1 nwy oom nw com nw oen nw oem I l hi X / X X X X FA C. P35& Properor NV 7 L4.*4 Cr.- - : ... _. _. -...... _. _ _ _ ~. _.. _. - __......._b .(cont, g _ C ASE.. D_.i _. _6 % 7 ..S P A.n.. ( C O NT,D i /.. ._- -.. Y.,.. A 05419 0 9+1 - Z.1.8 6 t o.S+1+ f l,19 05 K 0 5+] + 0 0% ~ _ - --.. M As. f. a tre C1 0 0 0 516 $$ _ dI ... - nz-_. l .I Af TBAC AL S P A^t. ( S P A rJ BC A. _= c. 0 9.9 1 W A ~ 0. o '7 5 4 W dt. - - - - ~~ ~ .. _... /.4 s = t- . 1 $ _ +. _. ~. 9 9 2 $ @. l 12 *0.0 .. _ _,. 6... A Q -. 1 A. -......+ 4 x 0 099 1 Q......+ 10. 015 + 3 _... s U.sa.01-__.5+. 2._} ;.l.. s 2tc.1 --. -. _ _.., :),...

8..<.. o. c 9 9 7. A.5 S

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Gibbe B HEII.Inc. Job No. 7 2, 2. x, Cient iy c. c.o && CkbL6 T'eWf MirG - Ee-S Paws.s T*o cut 9%%E 4. errw CakxJiation Number C.c. 6/o / c 567 2, SheetNo. s3el %n u:- o. o. o. = o. o. M X .I X X X X prepser u4 9 tr.n checker w cr

4. : s E+

_ C+2.e A ( e -.~ : U. ..__ _. AAW.MA c'v. Cyn 5 = o.n,os M)(r.cm). 3 4 C,71 n o-4 ( & _i, =- ._-.. Q. y,, m..,, ...-...._...=. 1-. =-s,,2,p p,o' y , fuj ..f.g. w . r..-...-....-.~.- - -....- ..--- d,.,-.s 9x.2 x p,3. yeyg.-- ----.. --.-- -.--.. - - . - -.... - -. - = - . -.. -.J. - -.. L. .,,,,.u p. y,,6 n n. g.. _. _ _ = -.. - L. .. t..__.... m g f. . ~. -.. -.. - - -,.. -. - - 4 F I -. -4 ?-.- / 7, 22 - - = .= Q. 4. 4.. p r .I. t. 4p,f - j7,3> +.7gp --..-1,.-.. ..---.3.---.-- - -. -.... ~ -... -.. -. - -. - - .. ~ n...-. -...a-.. _ _...... _ -. -.. _ _. _.. Q. j,.2 4 p.- _.._ _.DH z - 4/ c wt 3 - S b. / 9,ev + - - - - - .--..- -.g a...-.,.. o n os,,,,p.,,,4 ,. g . g a,.- - - -. 4 ... -. o.,, si u.. --. -. - - --. - - ---.. -.. - - ..... -..-. Q. e y e,on wich u n-..,. 4,g ,t nr ~ I -.--......{p-..J..-.L.....-..... ... =. 2.4,0. .. =. -. _L_ )_ t' . < r.4.,. + 7 z 3. 4 v.f. e.. -.. 4 . e,, pg.. t n.p.. 6 ., - -. - - - -. ~. ~~ T ~ L k ~ L~ } Q Q.. =..f..(1,14 9 + o;p 2 = j, e> ; S-(T a'7.. _.. _. _. . _i. 1 .- L ;-, ~ ~... -. 1 --e ,w e7 y3 g f,,, e.g T c_ F-166,7-82 Checking Method # .i P::'::::::,,m c., !------.. -... ~ .s

Gibbs S Hitt. Isw. Job No. '2'445 C5ent Tu. G c o i b?MC.A8LE 7tWr %epotrs-ees posnt ro nYa a A-pH AAE d. esviest b_m_h '=%i Ninnbirs $c 5- / o i c. 557 3 SheetNo.

2. 4 o i-osa nw$

osse an osse am one an nw.mn w osse M X 1 X X X X se c-4 9/N/E Preparer W +w.s u c+- CAM D 1_ (&* HT)

  • TtA-^r.s vene.s e C+t sss e e. :

c> 0.0os & % _~;. usk = i.esx o.evs1 = C s.

  • jf l.offo.00725 = o.0076 Y

- = = - A . A7f. 2' M,s ' tA7.f, ? =. /.oC# 'P * * = /.orx o.297,s* = a si24" 3**- g =0./f41 ~ ~~~ ~ ~ ^ e=f(c.cof&)(/2) ~ x. 4 c, o r; 7 k G t .t,, l ... ~. -... - f .(20*Yif e,5 if - - h

  • b.

o.o;17 " -o.a.a tt 5 ( - - g- - 0. Chf -o.oan s .n,\\ 2 0 0 S !IW4-o,&^,,. T.~>.o o y& % f. ,c g .p. l -..... s h .I.-.... pl x o l_- l -f.,= -o.otst t o.oin xur =-o.oitg

  • 2 7

N g @.....= -o.coff 0.0//pg,1f = -0.o/ 21 ... Mk..= Ic~.cuy < f - o.o n 7 = o.ozs y 'Y ~' T d.. I i _q._.. ~ F-166,7-82 Checking Method # j 2:::;&~ .5:f.;= r.,f - - l.. ~ . ~..

. _ _ _ _ -. = __ _. - -._-._ c, Gibbs s Hist, snc. Job No. 2323 Client Tv. G c, o 95N 0h4LE TAhY WW.$ - RL% P0M CE TO C'fG AJ A OH ME d. 24-I sw/ Cah '=% Number TcS-/oie 5e7 A SheetNo. 24/ nm.on 3l= oen n= 9 oen n= o no n= oen n= oen M X I X X X X Pmperor Q e4 9ff//u Chemer eC 9-16-P0 ~~ ~ 0h& DI (CCA)T) O.,H E-c t-HGE C 6 x f. 2 __ P$ = fy + o. c o92 X I2 = 0.5442 + o. 0 984 = e. 6416" ^~ ~~~ ~ ~~ @D%7AJLO A-R D $Gl$VIC. Q = o.(A% + (( o.4 426 x t.6.7)'+ p.o ll1 ? g.._.. = l.7/& Tw' * ". { o,t.. y T. ~ - i(Mg= 0,$l2 5 + ( l.o 2 21*+ o.a ds.r*[*' = /,6372'# Es4. - g = _lE%lo _ gjg y 2 g,3, g, -Q = l.7/6 ,4 . mfg d (TE*JS!oU). Q =I'b372KY2 f n? 4,3p kl S C l.fa,-Ib +Bf. to se c.t o t c. m. _.. _ _... g in 4 O.]/f 4.4 91 f , l. cl6 5 = o. C 5 z < j. o - - + - x z 2, 9,,g j g, l ~- u.pi.o A ic. p et suic : - --- - -f?he = + 0 $ 4 2 4, ~ {o. 42Gil b'7f+c,0//] =-0.43/ (cessy.} {

1. I.N A = + o.G lt 5 - ( l. o 271*+ o,0 63I9

= - 0 4 /2 '# ~ ~ fa. = 0 } g,h = o,j g k SL. fl= 0 A l2 Y = 7,73 04 452 h__o,yyy2y,2=.._.... I87,7 -==& f = 4.24 * . o, r 37 _ - 9 lh =_ e. Ie/4.2 4. = o.o 42 s < o.1g + 0' # - kl s c. I. 6 't. (0.04z5+ 'j,I,()x/.o43=0./69<40 WGA C6x62 i s ADEG*4 %66,7-82 CheckingMethod# p=mm_ . m. r== -.. =.... 2.=..:.- n-.. i l Gibbs S Mill. ifM3. J0bNo. 7.2_,23 C5ent 7ca.s c o C YC ATA _P HA 6+ 4-2.&vitw TRAY <ssel S - 2t19e At 5 4 TO T l f? M CASLt caindahnn Nimd+- 5e s - /o /c (er g SheetNo. 24 2 s [ Ronean 9t= ones Rou9 Otse Ron One Reu Dess Rau Does = X /' X X X X 's / a'"1 G el fh/A heparer w y.a..n t w:= l~ ~ Di- (enr) 1 ~ cese 02mm c d n. 2. c L ~~ _.. G wt.b : c*iri al. L - F' :....* = c ori + Oo.or/x /.67) 4 I 5474 R, = /. 4 zI T & . _ _Y.sk = l,'LSo'f + {t,0 /^f *.t 0.0 $ / ~j *).

  • 4.H

/2,rs = 0.46*) g. ~ ... h. = i k %... .. :9..,. _.% 'H x / z __,, 7, g/ pm 4

  • 1 ' =

i '2,z ef..-.. =. A l.ox {'z4.+ 2.42.s )- = C*l.2. . k = / 7. s_ W __. .Y-y ,, g sgovdn u ~ .~ ~.. _ .. -. ~ _... 9,6 c x fx /z_. XL . #.2, 4..-. = -.. r x =..- 7,4 7 .. ~ I / . f17, L =. 0 0 8 E l * ~ 0 /[.. i _%lff%.'. =.#'. ..g..- ...-...l- .,,,,, -.= f 7, g g u,q 2 7.. ~.. 44. . -26.424x7,/4 y y,,,,,,( ,,g g g. --.. 4 f g.c._ /, g, Z ----- .x /* *!f+ = 0.24 6 < /. c ... y 7 3 . -{......c.oS t I +

22. j.

o, K. = .N M W E... _ e t-lo.L) $ it.a p44 1 n p tt.. et , % (n:t s<.l4' ~ i s~s-m w st 57n 7, yy

  • 0/[*7 O'N-o.7tza 'Te M1 z,zy

=.. - -.. /. s r o p *. e p ; [

  • 9 6 3-C 4 t

w { b, j.3g gg g g 4 g, y g j .4..._-...__. F-166,7-82 l .ChedingMethod# gtl:cmm2::::.9:=iMr ~

v: ^ = _ _ - - m..... i Gibbs S Hill. Irnc. Job No. 2 zz 5 C5ent 7"lL G Co Subject C48Lt Tr.4v <suatrs - ts-worrss to c y c. u A t y M 4 4 Re vis.a r.ah dahon Number.5c.5 - /o /c 4'G'T 3 Sheet No. 24 3 neu an i=:= one am9 oen an omm nw oen nw ' com M Xm I X X X X Properor Q,, s/, Me/pg o.cmar w 4.u.n CHE Di 4-ear) ~ s Y.6-8sn4M

ceun, E

CUA l.l. : 8. _.D,z- -- ra = o.or/ x. M .t... ...... 3 L. y (, g-o ix . /.zsoy ; 5 = o.7o32 j p+q y --- -.-- = 0.0 ? C' *j N '=.2.ofy 'J (= g/./ 753 * - y } L ~

  • 7*3W....-- 9

'q A *Cl* /.67 N ~. ' ' .'. [c. /. 3(:,7 p . M = 0,03 / 7"j 8I= 0.8//f *.. I U. ._.... [ #' -=.. _.. o. eC/ x lo.3 /.2Co92/2 jjgy K 4 f.y, o /3 2.00 za % --- l- - = l 4 7 T = ._. - :....T T = l.a679 " fl =. i,,, 7._k'/t -+ T:- ~~ . _.~~b..T = /.(,9yf (7.n ? Q_f;397 Q = 3 (,4., _yp_______ ~ t e l

q. % qi cy s.... y.g, g.-.

. p g,._. -._.. _.. _.... f o,p yg ), X y =.0.734 </.o-.... 7i _... \\ s.c47.xi.r 2 / 4 t a g.. . g. g _..... - ~.. ....- y.gg,,,, w gg m, & Isttoasts ptr ajGeiry. L_ . _ BOLT 6oun. wHL /s pas.o.u.s.7e V i t ": 9..$.wpfrn-f CMG Di 'l S. UGQMATE ~' n a. Checking Method # g:::2. F-166, 7-82 l C;.c _____ _ - _. _. _ =_ =_ __ _ _ _&.,r - _,.._ _. _ _ _ - _ - _ -}}

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