ML19309G839

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Forwards Summary Tables Describing Reinforcing Steel in Shear Wall Panels of control-auxiliary-fuel Bldg Complex,In Response to NRC Request.Certificate of Svc Encl
ML19309G839
Person / Time
Site: Trojan File:Portland General Electric icon.png
Issue date: 03/20/1980
From: Broehl D
PORTLAND GENERAL ELECTRIC CO.
To: Schwencer A
Office of Nuclear Reactor Regulation
References
NUDOCS 8005070643
Download: ML19309G839 (33)
v • d • e


Text

8005070 6 4 3 D~

Podland General Electric Conpany Dema :; E :e-ss s act vce P escen:

d March 20, 1980 g

4 ccci3 W Trojan Nuclear Plant UMO

.O Docket 50-344 sh 4 ggg y License NPF-1 I$lO a

ithe secretari G

OthljggaStrAcS Eta *th g

<b

~ \\0 Director of Nuclear Reactor Regulation ATTN:

Mr. A. Schwencer, Chief Operating Reactors Branch #1 Division of Operating Reactors U. S. Nuclear Regulatory Commission Washington, D. C.

20555

Dear Sir:

In response to the verbal request of the NRC Staff, we are transmitting herewith summary tables which describe the rein-forcing steel in shear wall panels of the Control-Auxf.1.iary-Fuel Building Complex.

Sincerely, ffnW'

/

s 2 ~.. Sa mon $ rest Nian: Deg:n 9'20 :

Page 1 FEIN'TPCING SITF1 IN PMEIR OP 'RE C[MPlf.X IRL'S l

OENDOL DUIIIIN,'

l l

' thick-atDCK CDFE l

Mall Elevation Panel ness Ibrizontal Cont.

Vertical Continutty Horizontal Cont inuity Vertical Continuity R

45'-61' 46-51 l'-11" 24602'-C" Y

2 p 592'-0" Y

  1. 1191'-6" North - N 16@2 '-O'

'Ibp - L South - M Botte - Y 2411

'Ibp - Y 10A)1 Yop - N Botta - Y 51-55 3'-5" 44592'-0" Y

296@2'-0" Y

2311918-6" North - N 2A6e2'-O" "Dop - L

!buth - N Botta - Y 6611

'Dop - L 2611

'Ry - Y sotta - Y 65'-77' 41-46 l'-4" 206928-0" Y

236918-4" Y

61'-77' 46-51 2'-11" 44592'-O" Y

29692'-0" Y

2pil

'Ibp - N Botta - Y 51-55 3'-5" 48592'-0*

Y 23692'-0" Y

2011 Top - Y

~

Note: - Core omcrete without reinforcing steel

  • cote canente Y Yes (continuous beyond panel boundaries)

N b (discontinuous at panel boundaries)

L Overlap (partial rebar develquent) 8 e

%

P2 '-O" Y 811e0'-9* Wes t - N 96P2'-0"

  • 1bp Y

that - Y Ibttrzn Y P 2811 Idp Y 3 lbttrwn Y r 0-0 49592'-0" Y 206P2'-0" Y

  1. 1190'-9*

West - Y 8602' my Y r, that - Y Int.tse Y 0-N' 455H2'-O" Y 29602'-O" Y AllPO'-9" West - Y

  1. 692'-0" my Y

i thst - Y lbttom Y N'-t1 40592'-0" Y 28692'-0* Y 91190'-9" Wes t - Y 8692'-0* 'Itv Y thnt - N Ibttom Y 2011 1bp Y I tbttnm Y i 77' fH) 495#2*-O* Y 29602'-0* Y 07P2'-0" Went - N 97P2'-0* 'Ibp Y Phst - Y Ibttom Y J 2011

  • 1bp Y i tbttom Y !

I O-O 48582'-0" Y 286e2'-0" Y 4782'-0" West - Y 47t42 ' -0" 'Ibp Y t O-N' Enst - Y Ibttom Y ,f N-N' 49592'-O* Y 28692'-O" Y 67P2*-0" West - Y 4702'-0"

  • n y Y

[ Enst - N Ibttom Y 2011 "Itv Y ? Ibttom Y l O E i i t 1 ~^ .-..:.~........_._._.__.__....... Page 10 GtEPDL I4TILDDG 'Ih id-BILCK OTE Q Elevaticri Panel riess lbrizontal Cont. Wrtical Ccntinuity llorizonta.1 Continuity Vertical Continuity suity 93'-105' IH) 2'-10" 44502'-0" Y 24682'-4" Y 49el'-0" West - H 8602'-C" Ttp Y Y Ehst - Y Ibttorn Y eY 2fl1 'Ibp Y Y bottom Y wa Y Q0 2'-10" 44562'-C' Y 246e2'-0" Y

  1. 901'-0" West - Y 3692'-0"

'Ibp Y Y O-N' 2 '-10" East - Y Ibttom Y wn Y N'-N 2'-10" 48562'-0" Y 25602'-0* Y 1991'-0" West - Y

  1. 692'-C" Top Y

Y East - N Ebttore Y mY 2811 Tte Y Ibttom Y Y aY 105'-117' R-C 2'-10" 44592'-0" Y 24682'-0* Y 99@l'-0" WstN

  1. 602'-0" Tbp - Y Ehst Y Bottom - Y Y

wa Y 2411 tbp - Y Ebttra - Y Y nY O-O 2'-10" 415e2'-0" Y 20602'-0" Y 11991'-0" West Y 5662'-0" Top - Y Ea'st Y Bot txn - ' Y Y mY O-N' 2'-10" 45502'-0" Y 296A2'-0" Y 41991'-0" West Y 46e2'-0" 'Dop - Y East Y Ebttom - Y Y j nY N '-N 2 '-10" 40502'-0" Y 236@2'-C" Y 1991'-0" West Y 9602'-0" Top - Y East N Dottant - Y Y nY 2R11 lbp - Y 'Y l Ibt trw. - Y wn Y v4 Pace 11 AUKILItJT DUIIAltG Thick-BIDCK CORE unti Elevation Panel ness Itrizrmtal Cont. Vertical continuity Ibrtrontal Cm t2nuity vertical Continuity D 45'-61' 46-49 l'4" 2-f692'0" Y 2-R691'4" Y 55-60 l'8" 2-1692'D" Y 2-15@2'0" Y 61'-77' 46-51 4'0" 4-f692'Ca Y 2-8692'0" Y 51-55 2'10" 4-15@2'0" Y 2-16@2'0" Y 55-60 4'3* 4-l692'0" Y 2-56@2'D" Y 77'-93' 46-51 4'0" 4-V692'0" Y 2-46@2'0" Y 51-55 4'0" 4-f6a2'0" Y 2-#6@2'0" Y SMO 2'10" 4-5592'D" Y 2-86@2'0" Y 93'-105' 46-60 l'8" 2-16@2'D" Y 2-9502'0" Y I 18-3/1 Page 32 InxtLI.rJtY IujILDItc 'Ihick-MDCK CDIE Wall Elevation Panel ness ikrizontal Continuity vert.ical Contirmity ibriumtal Continuity Vertical Continuity E 45'-61' 51-54 2' 3" 4-4582'0" Y 2-6682'0* Y 5540 2'6" 4-4592'O' Y 2-86@2'0* Y 61'-77' 46-51 2'10" 4-8582'0" Y 2-06e2'0" Y 51-55 2'10" 4-8592'0" Y 2-86fs2'0" Y & 2'3" 4-8532'0" Y 2-4682'0" Y l 5540 2'10" 4-8592'0" Y 2-f6@2'O' Y & 3'8" 4-9692'0" Y 2-6062'0" Y 77'-93' 49-51 l'8" 2-4692'O" Y 2-95R2'D' Y 54-55 l'8" 2-8692'0* Y 2-4582'0* Y DS-3/2 Page 13 i l AEXILIAftY BUIImro ) 1 hick-BIIrx cor<g Wall E:levation Panel ness Ibriuma_1_ Continuity Vertical Continuity Horizontal Continuity Vertical Continuity t' 45'-61' 51-54 2'3' 4-15@2'0" Y 2-86@2'0a Y 55-60 2'10" 4-55@2'0" Y 2-46@2'0" Y 61'-77' 49-51 2'10" 4-5592'0" Y 2-96 @ 2'0" Y 51-55 2'10" 4-85@2'0" Y 2-4692' 0a Y 55-60 2'10" 4-15@2'0" Y 2-96@2'0" Y 77'-93' 49-51 l'8" 2-# 6@2' 0" Y 2-4592'O' Y 54-55 l'8" 2-96@2'0* Y 2-95@2'0" Y 55-60 2'10" 4-85@2'0" Y 2-#602'0' y 93'-105' 46-51 2'O' 2-56@2'0" Y 2-B582'0' Y 55-61 l'4' 2-8692'0" Y 2-4601'4" Y 9 D6-3/3 Ehge 14 AUXEIARY EUIIDIfC 1 hick-NDCX COBE Wall Elevaticrn Parvel ress Horizontal Cont. Vertical Cmtimity Horizontal Contirulity Wrtical Cmttnuity H 45'-61' 46-51 l'2" 2-4604'0" Y 2-f402'0* Y 54-55 l'2" 2-4624'0" Y 2-64a2'0* Y 61'-77' 4F51 2'30* 4-4592'0" Y 2-1692'0* Y 51-54 2'3" 4-4592'0" Y 2-16@2'0* Y 77'-93' 46-51 l'8" 2-96@2'0" Y 2-1502'0" Y 51-54 l'B' 2-46@2'0* Y 2-8502'0" Y 4 DG-3/4 Pa p 15 AUXILIARY BUIIDI!J3 '1 hick-BuxX (IM: wad alevation Panel ress llorizontal Cont. Vertical Continuity Inxirontal Cmtinuity vertical Cbntinuity K 45'-61' 51-55 l'2" 2-t624'0" Y 2-#402'0" Y 61'-77' 49-51 2'3" 4-f5@2'0" Y 2-46P2'0" Y 51-54 2'3" 4-45@2'0" Y 2-A692'0" Y 77'-93' 49-51 l'8" 2-46@2'0" Y 2-ASP 2'0" Y 51-54 l'8* 2-96@2'0* Y 2-A562'0" Y 93'-105' 46-51 l'2" 2-46@4'0' Y 2-8482'0" Y 105'-l17' 46-51 l'2" 2-f 6@4 '0" Y 2-#4P2'0" Y DS-3/5 I' age 16 A'.1XILIAIN BUltDIM3 ~ Thick- __BIOCK CORE Wall Elevation Panel ness Horizontal Continuity Vertical Continuity IbrIrontal Continuity Vertical Continuiti L 45'-61' 46-51 l'8" 2-4692'0" Y 2-1592'0" Y ll1@l2" N 46@24" Y 6511 Y 51-55 2'10" 4-4582'0* Y 2-16@2'0" Y 2-511612" N 96@24" Y 6611 Y & l'B" 2-4692'0" Y 2-4502'0" Y $11918" N 6411 Y G1'-77' 46-51 2'10" 4-1542'0" Y 2-stE2'0" Y 51-55 4'0" 4-4662'0" Y 3-4682'0" Y 77'- 93 ' 46-51 188" 246?2'0" Y 2-1582'0'" Y G 4'0" 4-4692'0" Y 2-4692'0" Y 51-55 l'8" 2-8692*G" Y 2-85-32'0" Y s 4'0" 4-A692'9" Y 2-4692'0" Y D&-3/6 Pago 17 MfXII,IARY IMIILDIM3 Thick-B11XX CDRE W11 Elevatim Panel ners Horizontal _ Cmtinuity Vertical Continuity lirizontal Continuity Vertical Contimity 46 45'-61' D-E l'4" 2-9692'0" Y 2-R6@l'4" Y 16024' Y D-F l' 8" 2-#692'0" Y 2-2582'0" Y 6-411 Y 16024" Y F-L l' 8" 2-96@2'0" Y 2-45@280" Y 46624" Y L-N l' Ba 2-46@2'0* Y 2-t562'0* Y 6-011 Y 61'-77' D-N l'4" 2-4602'O' Y 2-96@l'4" Y 77'-938 D-N l'4" 2-4692'0" Y 2-6601'4" Y 93'-117' P-N 2'0" 2-4662'0" Y 2-45@2'0" Y I6-3/B Page la MIXILIAR*m' BUIII)DG Titick-BliXX (Df1E Wall Elevation Panel ness ibrizontal Cmt. Vertical Continuity Ibri::ontal Cmtimlity Vertical Continuity 49 61 '-77' D-E 4'0" 4-#692'0" Y 2-86@2'0" Y B-H 2'10" 4-4592'0' Y 2-f692'0"

  • 1 H-K 2'3" 4-4592'0" Y

2-8682'0" Y & 2'10" 4-4592'0" Y 2-4682'0" Y K-H 2'10" 4-5592'0" Y 2-86@2'0" Y 77'-93' EH4 3'B' 4-5692'0" Y 2-#6#2' 0" Y Page 19 AIRILIARY INJILDING Thick-OfDCX G398 Wall Elevatian Panel ress Ibrizontal Chntinuity Vertical Ccot. Ibrizontal Continuity Vertical Continuity ,1 45'-61' B-P 2'3" 4-9592'0* Y 2-f6@2'0" Y 5 P-M l'2" 2-96@4'O' Y 2-9462'O' Y 61'-77' D-E 3'5' 4-6502'O' Y 2-M02'0* Y E-F 2'3* 4-i562'0" Y 2-0E02'0* Y F-H 3'1" 4-4582'0" Y 2-4602'0* Y IHi 2'10" 4-1582'0* Y 2-M82'O' Y 77'-93' D44 2'3" 4-4532'0" Y 2-4622'0" Y 93'-117' F-N 2'0" 2-4692'0" Y 2-4502'O' Y 4 os-5/2 Page 20 NJKLINE BU11DItG Thick-ROCK ODRE: Wall Elevation Panel necs Ikrf2cotal Cont. Vertical Continuity !briamtal Continuity Vertical Continuity l 54 45'-61' H-K l'2" 2-M84'0* Y 2-1492'0" Y a i e 61'-77' D-E 2'6" 4-P502'0" Y 2-4662'0" Y P44 4'0" 4-86@2'0" Y 2-1692'0" Y 77'-93' IH4 3'8" 4-M@2'0" Y 2-1682'0" Y I i DG-5/4 l Pano 21 l l N KILIARY DUlII>IPU l l Thick-BEfXX m Wall Elevation Panel ness ikrizontal Ccnt.. Vertical Crmtirad ty Brizmtal Continuity Vertical Contbuity 55 45'-618 D-E: 2'4" 4-9592'0" Y 2-9692'0" Y 67024 N 86924 Y ~ 6 411 Y Per 2'6" 4-f5a2'0" Y 2-8602'0* Y 87624 U 16d24 Y P-H 2'8" 4-45@2'0" Y 2-06@2'0* Y 41024 N f6@24 Y H-K 2'4" 4-f5@2'0* Y 2-9692'0" Y 47224 N j6@24 Y K-L 2'4" 4-85@2'0" Y 2-46@2'0" Y 47024 N

  1. 6924 Y

& 2'3" 4-9502'0" Y 2,-66@2 '0" Y 47924 N 4(,024 Y IrN 2'3" 4-8502'0" Y 2-46P2'0" Y 47924 N 86@24 Y 6411 Y 61'-77' D-E 3'8" 4-4602'0" Y 2-4682'0" Y E-F 2'3" 4-#562'0" Y 2-46P2'0* Y F-N l'0" 2-66@l'0" Y 2-8494'0" Y 77'-93' D-P 2'10" 4-f5@2'0" Y 2-1692'0" Y F-N l'0" 2-9664'0" Y 2-1494'0" Y 93'-117' D-P 186" 2-96S2'0" Y 2-8592'0" Y IE-5/5 M ll1 y t iun i t m C 2 2 l e a g c a i P t re R v EC y t i m i tnoC la tnoz irb I y t iun Y Y Y i t m C } M I l 0" 0 0" D a 1 c '2 '2 '2 1 i U t 6 6 5 B r 4 4 9 e N Y V 2 2 2 R O A I I R L t G m Y Y Y tl r A C la 0" t 0 0 no '2 '2 '2 z 8 9 9 i 6 5 6 r 4 0 6 b 2-4 4 I -k "0 cs B' B' is 1 he in 3 '2 l l E' e E H n D h D t I m '5 '7 '3 0 i a 7-9 1 t v 8 '3 e 1 7 l 6 7 9 E 6 / l 5 i 0 6 6 W 0 I llll l 1%p 2: AttsILIAwi BUIZDING 1hicle-HwCX (DRE M11 Elevatim Panel ness liot-izont A Cmt. Vertical Cent. Ibrizontid Continuity Vertical Contirnmity 6' South 45'-41' E-F 2'3' 4-5592'0" Y 2-4682'0" Y of 51 61'-77' D-E 2'6" 4-9592'0" Y 2-4622'O' Y 778-93' D-N 2'6" 4-95@2'0" Y 2-f692'0" Y 4' mrth 45'-41' D-E l' 4* 2-f 692 '0" Y 2-4691'4" Y cf 49 4 ts-5/7 Psne 24 FIJEL BUIIDIfC Thick-IEDCK 0]RE Wall Elevatim Panel ruecs Horiznntal Omt. Vertical (bntinalty IIorizontal Continuity Wwtical Oontimaity A 45'-61' 60-61 l' B" 2-8692'0" Y 2-95G2'-0" Y 61'-77' 41-46 l'4' 2-4602'0" Y 2-8681'-4" Y O e DE-13/1 i l by 25 FUEL BUIIDItG Thick-BIDCK EHE Hall Klevation Panel ness ferizontal Ccot. Vertical Continuity Ibrizontal Continuity Vertical Continuity D 45'-41' 60-61 2'0" 2-f602'0" Y 2-A592'O' Y 61'-77' 41-46 0'-8" 4-9564'0" Y 2-4 5a2' 8" Y 77'- 91' 43 46 0'-8" 4-f564'0" Y 2-4592'8' Y DE-13/2 -.a Page 26 c'UEI, BU11DItG Th ic'<- BICCK OCEE Nall Elevatiort Panel ness lbrizontal Cont. Vertical Continuity fbrlzontal Continuity Vertical Continuity C 6L'-77' 41-46 l'8" 2-46a2'0" Y 2-9502'0" Y 77'-93' 41-46 l' 8" 2-5692'0* Y 2-8582'0" Y 46-60 2'10" 4-9592'0* Y 2-f602 ' 0" Y 4 In-13/3 Paje 27 l EUEL BGIIDING Thick-BIDCK GRE Nh11 Elevation Panel ness mrimental cont. vertical (bnt.inuity Horizontal Omtinuity Wrtical Cbntinuity 41 61'-77' A-B l'4" 2-4692'0" Y 2-A691'4" Y B-C l'4" 2-9692'0" Y 2-869184" Y C-D 2'3" 4-8562'0" Y 2-4602'0" Y 77'-93' A-B l'4" 2-8692'0" Y 2-9691'4" Y B-C l'4" 2-9602'0" Y 2-46@l'4" Y C-D 2'3" 4-959230" Y 2696@2'0" Y twyr 28 E'JEL BUIIEl% 1 hick-BIDCX (DRE: Hall El<wation Panel ness llorizontal Ocnt. Wetical Continuity Hori2nntal Ccmtinuity 'tertical Continuity 46 61'-77' &C 2'6" 4-4502'0a Y 2-A602'0-Y C-D 2'6" 4-45@2'0" Y 2-86@2'0" Y & 2'0" 2-8692'0" Y 2-4522'O' Y 778-938 B-C 2'10" 4-4502'0" Y 2-4682'0" Y C-D 2'0* 2-5602'0" Y 2-#502'0a Y I DE-13/4 Paje 29 E'JCL BUtiEDU % ick-BIDCK CDDE hil Elevatirm Panel ness k rizontal Cont. Vertical Cmtinuity lbrizontal Cmtinuity Wrtical ContinulQ 49 77'-93' B-C 2'-0" 2-96@2'-O" Y 2-4592'-0* Y - 53 77'-93' B-C 2'-3" 4-95@2'-0* Y 2-4682'-0" Y & 28-10" 4-95e2'-0* Y 2-16 P2 '-0" Y 55 778-93' B-C 2'-10" 4-# 5@2'-C* Y 2-4662'-0" Y 0-0 2'-10" 4-9 5@2'-O" Y 2-8692'-O" Y 60 45'-61' A-B 2*-0" 2-96e2'-C" Y 2-4592'-4" Y 77'-93' B-C 2'-10" 4-1592'-0" Y 2-4692'-0" Y DG-6/2 l s twr 30 tuL BtJIlmIto 'Ihick-BIOCK G)RE W 11 Elevation Panel rw'ns Horizontal Cont. Vertical Continuity Ibri:*.ontal Continuity _ Vertical Continuity 8' 61'-77' D-C l'2" 2-8694'0" Y 2-8482'0" Y Pbrth C-D l*2" 2-96e4'0* Y 2-4492'0" Y of 55 (2 Wils) 77'-93' IK 2'10" 4-9582'0" Y 2-9692'0" Y 8' 61'-77' B-C L*2" 2-0694'0" Y 2-94e2'0" Y South of 41 77'-93' B-C l'2" 2-96@4'0" Y 2-94@2'0" Y 8' 61'-77' b-C l'2" 2-86e4'0" Y 2-84e2'0" Y tbrth & l'6" 2-e6M2'0" Y 2-s592'0" Y of 46 77'-93' B-C l*2" 2-0604'0" Y 2-94P2'0* Y & l'6" 2-4602'0" Y 2- # 'A82 ' 0" Y 6' 77'-93' B-C 2'3" 4-9592'0" Y 2-9602'0" Y tbrth of 51 c' 45'-41' 55-61 l'2" 2-9094'0* Y 2-84P2'0" Y East of C 6' 61*-77' 46-55 l*2" 2-9694'0" Y 2-8402'0* Y East of D LY4/13/5 W ~ // DCCxETO UNITED STATES OF AMERICA gg; g NUCLEAR REGULATORY COMMISSION Cl-2 tyg 2 ('.22C > L~ l'6 'd Omce of the Secretary f 6 g gg&Smits BEFORE THE ATOMIC SAFETY AND LICENSING BOARD 3mch 0; g e In the Matter of ) N ) Docket 50-344 PORTLAND GENERAL ELECTRIC ' COMPANY, ) et al ) (Control Building Proceeding) ) (Trojan Nuclear Plant), ) CERTIFICATE OF SERVICE I hereby certify that on March 20, 1980 Licensee's letter to the Director of Nuclear Reactor Regulation datec March 20, 1980 has been served upon the persons listed below by depositing copies thereof in the United States mail with proper postage affixed for first clasa mail. Marshall E. Miller, Esq., Chairman Atomic Safety and Licensing Api 3al Atomic Safety and Licensing Board Panel U. S. Nuclear Regulatory Commission U. S. Nuclear Regulatory Commission Washington, D. C. 20555 Washington, D. C. 20555 Dr. Kenneth A. McCollom, Dean Docketing and Service Section (3) Division of Engineering, Office of the Secretary Architecture and Technology U. S. Nuclear Regulatory Commission Oklahoma State University Washington, D. C. 20555 Stillwater, Oklahoma 74074 Joseph R. Gray, Esq. Dr. Hugh C. Paxton Counsel for NRC Staff 1229 - 41st Street U. S. Nuclear Regulatory Commissica l Los Alamos, New Mexico 87544 Washington, D. C. 20555 l Atomic Safety and Licensing Board Lowenstein, Newman, Reis, Axelrad & Toll Panel 1025 Connecticut Ave., N. W. U. S. Nuclear Regulatory Commission Suite 1214 Washington, D. C. 20555 Washington, D. C. 20036 I e 1 CERTIFICATE OF SERVICE Frank W. Ostrander, Jr., Esq. Mr. David B. McCoy Richard M. Sandvik, Esq. 348 Hussey Lane Assistant Attorney General Grants Pass, Oregon 97526 State of Oregon Department of Justice Ms. C. Cail Parson 500 Pacific Building P. O. Box 2992 520 S. W. Yamhill Kodiak, Alaska 99615 Portland, Oregon 97204 Mr. Eugene Rosolie William Kinsey, Esq. Coalition for Safe Power Bonneville Power Administration 215 S. E. 9th Avenue P. O. Box 3621 Portland, Oregon 97214 Portland, Oregon 97208 Columbia County Courthouse Ms. Nina Bell Law Library 728 S. E. 26th Avenue Circuit Court Room Portland, Oregon 97214 St. Helens, Oregon 97051 Mr. John A. Kullberg 15523 S. E. River Forest Drive Portland, Oregon 97222 / Ronald Wy' Johnson Assistant G/neral Counsel Portland Generah' Electric Company Dated: March 20, 1980 ss3A7 ,

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