ML20126C064

Forwards Summary Tables Describing Reinforcing Steel in Shear Wall Panels of Control Auxiliary Fuel Bldg Complex in Response to NRC Verbal Request

ML20126C064
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
NPF-1, TAC-07551, TAC-11299, TAC-7551, NUDOCS 8003250558
Download: ML20126C064 (33)

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March 20, 1980 Trojan Nuclear Plant Docket 50-344 License NPF-1 Director of Nuclear Reactor Regulation ATTN: Mr. A. Schwencer, Chief Operating Reactors Branch #1 ,

Division of Operating Reactors l

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-Auxiliary- l Fuel Building Complex.

Sincerely, W

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FDN'1]RCING SIEEL IN PANEIS De me amerix unt s L 4 00NrJCL DUIIDIPG

'! hick- BliXX QRE hil Elevatim Panel ness Hoclamtal Cont. Vertical O mtinutty Borizontal Continuity Vertical Contimaity R 45'-61' 46-51 l'-11" 24682'-0" Y 2#5@2'-0* Y #1191'-6" North - N M@2 '-O' Tky - L South - M Bottom - Y i

-i 2411 1bp - Y 10611 Top - N Bottont - Y 1 51-55 3'-S" 495@2'-0" Y 29602'-O" Y 271191'-6" Ibrth - N 296@2'-O" Top - L South - N fottom - Y 6411 Top - L 2011 Top - Y Botta - Y 658-77' 41-46 l'-4" 246828-0" Y 246@18-4" Y * * *

• 618-77' 46-51 2'-11" 4t502'-O" Y 2M@2'-0" Y - -

2711 Stp - M Botta - Y 51-55 3'-5" 44582'-0" Y 286@2'-0" Y - -

2011 Top - Y i

Notes - Oote omcrete without reinforcirw3 steel

No com concate i

~ Y Yes (continuous beyond panel boundaries)

N 34) (discontinuous at panel boundaries)

L Overlap (partial rebar developent) i e

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%qe 2 ONDOL BUILDRG BIOCK GJRE Thick-Mall Elevation Parel ness keizontal Cont. Vertical Continuity tbrizmtal Continutty Vertical Ctntiruity 44592'-0* Y 246828-0* Y 8962'-0" Marth - N (6@2'-O" ltp - L R 77'-93' 41-46 2'-4" South - Y Ibtta - N Y 246828-0* Y 6992'-0" tbrth - Y 46@2'-O" Tbp - L 46-51 2'-4* 445@2'-0" Botton - N

+

South - Y i

51-55 2'-4" 44592'-0* Y 23692'-0* Y -

i & 2'-10" 29692'-O" Y - - 2fl1 1bg - Y

93'-105' 41-46 2'-10" 45502'-0* Y Bott m - Y

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46-51 28-10* 45592'-O* Y 24682'-0" Y - -

4 Y - -

2(11 1bp - Y

{ 51-55 2'-10" 49592'-O" Y 286@28-3" sottm - Y i.

246E2'-0" Y - -

2ill 1bg - N 105'-117' 41-46 2'-10" 4tS92'~u' Y Ibttorn - Y 46-51 2'-10" 49562'-O" Y 246828-0* Y - -

Y -

2611 1bp - Y 51-55 2'-10' 44502'-O" Y 21692'-O" -

Botta - Y M fl i

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C0hTOL BUnDIC 1 hick- BLOCK' CXIE Wall Elevatirat Panel neas Ibrizontal Omt. Wrtical Otntinuity Horizontal Qxttinuity Wrtical Continuity M 45'-61' 46-51 2'-10" 44562'-0" Y 246028-0" Y (1191'-0* Mocth - N 8692'-O* 1bg - L -

2'-3* 44502'-0" Y 24682'-0" Y Gouth - N Ebttm - Y 30811 itp-N attm - Y

'51-55 2'-3" 4d502'-0* Y 24682'-0* Y 41181'-0* mtth - N 96@2'-0* 7bp - L 2'-2* 286@2'-0

• Y 285@2'-C* Y South - N Battna - Y 14511 1bp - M aatt m - Y 65'-77' 41-46 l'-4* 29682'-0* Y 236@l'-4* Y * * *

• 61*-77' 46-51 2'-B* 44582'-0* Y 29692'-0" Y 911@1'-6" W rth - N 96@2'-4* 1bp - Y South - Y Bottm - L 51-55 2'-4* 44582*-0* Y 286@2'0* Y #1181'-6" m rth -Y 4 6@2' -C* 7bp - N 2'-2* 246828-C* Y 245@2'-0* Y Sbuth - N Bottm - L i 2fil 1bp - N Bottm - Y i

77'-93' 41-46 2'-4" 435@2'-0* Y 246@28-0* Y 4992'-0* mcth - N 8692'-O' 1bp - L South - Y Bottm - Y 46-51 2'-4* 455@2'-0* Y 246@2'-O* Y 89@2'-0* North - Y 4602'-0" Ybp - L

, South - Y Ebtta - Y 51-55 2'-2* 296@2'-0* Y 29502'-O" - - -

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' thick- BIOCK CGtE hil Elevatiert Panel ness Horizontal Cont. Vertical Omtinuity Horizontal Continuity Wrtical Oorttinuity N 93'-105' 41-46 2'-10' 455@2'-0" Y 216@2*-O" Y - - - -

! 46-51 3'-5* 49502'-0" Y 2N602'-0" Y - - - -

51-55 2'-2' 25602'-0" Y 28542'-O" Y - - - -

l 1058-11P 41-46 2'-10" 4f5@2'-4" Y 2t692'-O" Y - - - -

46-51 3'-5" 495@2'-0" Y 2t692'-O" Y - - - -

51-55 2'-10' 49582'-o= Y- 23692'-0" Y - - - -

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00NDOL BUIlmDG Uticic- BUXX 03E Mall Elevettat Panel ness lbrimontal Cbnt. Vertical Cattirvuity Horizmtal Continuity Wrtical Continuity 41 45'-65' M-R . 18-11* 296@2'-G* Y 25592'-O Y $4@2'-0* East - N 8682'-0* Tbp - L (for each irx}ividual panel) Mest - N Bottom - Y 6811* Top - L Ibttom - Y 65'-77' M-R 2'-8* 44592'-0* Y 24662'-0" Y - -

~ 4811* 1bp - Y (for each irdividual panel) Bottom - Y 77'-93'- N-N' 2'-B" 44592'-0* Y 24682*-0" Y #992'-0" East - N 4632'-O* Tbe - Y

+

West - Y Ibttoss - L 4511 Tbp 50% Y Bottan - Y N'-O 2'-8" 44592'-0* Y 24682'-0" Y 49@28-0" East - Y. 4C92'-0* ibp - Y 04 2'-8* West - Y Bottom - L Q-4t 2'-8* 485@2'-O* Y 24662'-0" Y 4982'-0" East - Y 5692'-O* Sbp - Y West - Y Bottarn - Y 4til Top 50% Y Botion - Y

• Incated at Colten Lirnes N ard R.

DIr-12/3 i

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, OMITOL BUILDItG 1 hick- IMDCK CNE Wall Elevation Panel ness Ibrizcntal Gont. Vertical Continuity Horizontal Continuity Vertial (botinuity 41 93'-117' N-N' 2'-10" 495(2'-0* Y 24692'-0* Y - -

lill Tbp - N

, Ecttm - Y W-0 2'-10" 49592'-0* Y 24692'-0* Y - - - -

O-Q 2'-10' 445@2'-0* Y 246@2'-0* Y - - - -

R-Q 2'-10" 49592'-0* Y 24692'-0* Y - -

1411 Sbp - N Battom - Y S

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a Paoe 1 GDf1BOL BUIIDIPC Rick- BIOCK ORf:

Hall Elevation Parel ness Tsari2cntal Cat. Vertical Corttinuity Horizarital Corptinuity Vertical Ctntinuity 46 45'-61' N-N' 2'-3* 44592'-O* Y 2-4682'-0* Y 97@2'-O' Fast - N 46@2'-0* %p-N Mest -N B3ttors - Y 2411 'Ibp - N

! Bott a - Y N'-O 2'-3* 455f2'-0* Y 2-4682'-0* Y f792'-0* East - N 4662'-0* ' Pop - N Mest - N Battm - Y 6411 'Ibp - N Ebttm - Y 618-65' N-N' 2'-3* - - - -

485@2'-4* East - Y 29662'-O* 'Ibp 50% Y Hest - Y Bottosa - Y N '-O 2'-3* - - - -

44562'-4* East - Y 2P692'-0* tbp 504 Y Hest - Y Bottom - Y N' 45'-41' 46+15' 3*-3* 44582'-0* Y 29692'-0* Y 411@2'-C* North - N 46@2'-0* 'Ibp - N South - N Ibttm - Y Mxth End 4411 1bp - N Bottm - Y Sotfdt End Bill 1bp - N Bottom - Y O 45'-41' 55+14' 4'-0* 466@2*-0* Y 25692'-0* Y #1101'-3* Ybrth- N 06@2'-0* Tbp - N South - N Enttm - Y Ibrth Erd 8411 lbp - N Bott m - Y South Erd 2A11 TLp - N Bottom - Y IE/6-1 I

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i Page 8 ON0 BUILDDG 1 hick- BIDCK COE Wall Elevation Panel ness fbrI2cotal Cont. Wrtical Continuity Horl:acotal Omtinuity _ Vertical Continuity 55 45'-61' R-Q 2'-8" 4f582'0" Y 24692'-0" Y (7@2'-0* west - N 8 6@2'-0* Top Y 2'-4* East - N Bottom Y i 2811 lbp Y

, Ebttom Y O-O 2'-4" 44592'-D* Y 24692'-0" Y $792'-0* West - N 86@2'-O* 1tp Y

.i East - N Ibttom Y l

i 4911 Top N .

-.j Bottm 7 j j 0-N' 2'-8* 48562'O' Y 23642'-0* Y 57@2'-0* West - N #6@2'-C* 1bp - Y l East - N Ibttom - Y I

6411 Top N Bott a Y N'-N 2'-8* 40502'-O* Y 28692'-0* Y 5762'-0* West - N 86@2'-0* 1tp Y East - N Ibttom Y 9 11 1bp 331Y Ibttom Y k

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Ikrizontal Cont. - Vertical Continuity IErirontal Onntinuity Vertical Continuity .--

55 61' M  : 495P2'-0* Y 206P2'-O* Y 311e0'-9* 0692'--0*

Wes t - N M) Y r t%st - Y Ibttrwn Y 2011 h) Y t ,

i Br>ttom Y

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0-0  % 49592'-0* Y 29692'-0* Y 931PO'-9* West - Y 0602' M Mi Y i

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= East - Y Itottrui Y 9  ; O-N'  ; 49592'-0* Y 246e2'-0* Y 51190*-9* West - Y my i #692'-0* Y j

East - Y Dottom Y l' $

N'-N  : 485P2'-0* Y 296P2'-O" Y 81190'-9* West - Y 4692*-0* pop Y j I.

East - N Dottom Y l  !

3 2011 'Ibp Y

} i

!  ; Bottom Y e

i 77' R-O 405@2'-0" Y 20692'-O* Y 5792'--0" West - N t 8702'-0* 3p Y 1 East - Y Ibttom Y 1

{i 2011 h>

a ,t % Y Y

I .

. O-O 45592'-0* Y 206e2'-0* Y 47p2'-O* West - Y 87t:2' M *Ibp Y I - O-N' t Enst - Y Dottom Y

! N-N' 49592'-0* Y 20692'-0* Y 9702'-0* West - Y 8702'-O' Y

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• Itv f Enst - N Ibttom Y i i I I

' 2011 %v Y i os-4/3 tuttom Y

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_ . _ _ - - --- - - -. _ - _ _ . __- - - - . _ _- _ - _ = . . - - _ - - _ _ . _ _- - -

- - - - - --_ _ _ . _ _ _ _ = _ _ _ _ - - - . --. _ -- -_ _ _ _ - - .__ _ _ - - - - - - _ - - - _-

t Page 10 7-i 00NME NIILDDG 1 hide- BIDCK OCRE 1 Elevatim Panel riess lbrizontal Cont. Wrtial Cmtimity Horizontal Omtimity Vertical Contitu11ty amity i 93'-105' R-Q 2'-10" 44592'-O" Y 24682'-0" Y 49@1'-0* West - N 8692'-0* 'Ibp Y Y Ehst - Y Bottorn Y sr. Y g 2011 'Ibp Y Y

. MhY aY Q0 2'-10" 44562'-0* Y 23692'-0* Y 1991'-0" West - Y 6662'-0* Ubp Y Y

O-N' 2'-10' East - Y Battesi Y un Y M'-N 2'-10" 45562'-0* Y 2R692'-0* Y 1961'-0* Nest - Y 5692' 4 " Top Y Y East - N Ibttom Y un Y 2811 1tp Y Ibttom Y Y aY 105'-117' 9-C 2'-10" 44562'-0" Y 2f682'-0* Y 1991'-0" West N f682'-0" 'Ibp - Y Ebst Y Bottan - Y Y I

en Y 2411 'Ibp - Y tbttra - Y Y I

nY O-O 2'-10" 435@2'-0* Y 296928-0* Y 4981'-0" West Y 36a2'-0* 1bp - Y East Y Ebtton - Y Y mY j O-N' 2'-10" 455@2'-0" Y 2R6@2'-0" Y 4991'-0" West Y R682'-0* tbp - Y East Y Bottom - Y Y aY N '-N 2'-10" 485@2'-0* Y 256@2'-0* Y 4991'-0" West Y $662'-0* 1bp - Y East N Bottom - Y Y t

nY 2All 1bp - Y Y Ibttom - Y nY

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'Blick- MOCK OON!

unti Devotion Ptmel ness Itrizontal Cont. Vertical continuity Hortrontal omtinuity vertical continuity i D 45'-61' 46-49 l'4" 2-9692'0" Y 2-2691'4' Y * * *

• 5 5-60 l'8" 2-8692'D" Y 2-4562'0" Y - - - -

, 618-77' 46-51 4'0* 4-96@2'0" Y 2-9662'r Y - - - -

i j 51-6 5 2'10" 4-1592'r Y 2-86e2'r Y - - - -

55-60 4'3" 4-9692'0" Y 2-9692'0" Y - - - -

77'-93' 46-51 4'0" 4-96@2'D* Y 2-4642'0" Y - - - -

51-55 4'0* 4-9692'0" Y 2-96$2 '0" Y - - - -

SW 2'10" 4-4592'0" Y 2-9662'r Y - - - -

93'-105' 46-60 128" 2-9692'0" Y 2-9582'r Y - - - -

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Page 12 MRETARY BUIIDIfG

' thick- NDOC 00RE Wall Elevatim Panel ness Horiamtal Continuity Vertical Cbotirmity Ibrizmtal Contiaulty Vertical O mtinuity E 45'-618 51-54 2'3" 4-4582'O' Y 2-4682'O' Y - - - -

55-60 2'6" 4-4592'0" Y 2-5682'0" Y - - - -

61'-77' 46-51 2'10' 4-4532'0* Y 2-96@2'0* Y - - - -

51-55 2'10" 4-4592'O' Y 2-9692'0* Y - - - -

& 2'3" 4-8532'0" Y 2-4682'0* Y - - - -

i i -

55-60 2'10" 4-4592'0" Y 2-f682'O' Y - - - -

. & 3'8" 4-9692'0" Y 2-6t (2' O' Y - - - -

J

.j 77'-93' 49-51 l'a* 2-4692'0 Y 2-9582'O' Y - - - -

t j 54-55 l'8" 2-9692'0' Y 2-4592'O' Y - - - -

8 y

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Page 13 ALIILIAfW BULIDING

'Italck- BICCK CORE Mall Elevatiart Parel ness ibrizontal Continuity Vertical .Contirality Hocirontal Continuity Vertical Continuity r 45'-41' 51-54 2'3" 4-85@2'0" Y 2-9692'0" Y - - - -

55-60 2'10" 4-85@2'0" Y 2-4602'0" Y - - - -

61'-77' 49-51 2'10" 4-15@2'0" Y 2-96@2'0" Y - - - -

51-55 2'10" 4-5502'0" Y 2-46@2'0" Y - - - -

55-60 2'10" 4-8592'0" Y 2-86@2'0" Y - - - -

77'-93* 49-51 l'8" 2-86@2'0" Y 2-6592'0" Y - - - -

54-55 l'8" 2-96@2'0* Y 2-95@2'0" Y - - - -

55-60 2'10" 4-95@2'0" Y 2-6692'0" Y - - - -

l 93'-105' 46-51 2'0" 2-1692'0" Y 2-95@2'0" Y - - - -

55-61 l'4" 2-86@2'0" Y 2-46@l'4" Y e e *

• 4 l

l i 06-3/3

O Page 14 AUKUJARY EUILDDE n ick- atocx oms .

Wall Elevaticn Panel ness Horizontal Cont. Wrtical Continuity Friaantal Contirulity Wrtical Continuity I

H 45'-61' 46-51 l'2" 2-4604'0" Y 2-t4a2'0" Y a * *

• l 54-55 l*2" 2-1684'0" Y 2-44a2'0* Y * * *

• 61'-77' 49-51 2'10' 4-#5@2'0" Y 2-4682'0" Y - - - -

51-54 2'3" 4-4592'0" Y 2-1602'0" Y - - - -

77'-93' 46-51 l'8* 2-#662'0" Y 2-8562'0" Y - - - -

51-54 l'B" 2-46@2'0' Y 2-8502'0" Y - - - -

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a Page 15 MIKILIARY BUIIDItA3 Thick- BliXX CosE Wall Elevatim Planel ness Horizontal Cont. Vertical &ntinuity Iirirontal Continuity Wrtical Qmtinutty K 45'-61' 51-5 5 l'2" 2-f6@4'0" Y 2-8402'0" Y * * *

• 61'-77' 49-51 2'3' 4-f502'0* Y 2-4682'0* Y - - - -

4 51-54 2'3" 4-45@2'0* Y 2-96@2'0* Y - - - -

77'-93' 49-51 l'8" 2-9692'0" Y 2-6592'0" Y - - - -

{

i 51-54 l'8* 2-f6@2'0* Y 2-#562'0* Y - - - -

93'-105' 46-51 l'2" 2-16e4'0' Y 2-4482'0* Y * * *

• 105'-117' 4G-51 l'2" 2-7694'0" Y 2-8402'0* Y * * * *

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i AUKILIAIN BCitDING

'1 hick- BtOCit ONE Wall Elevation Panel ness Horizcatal Continuity Vertical Continuity abrI2xmtal Continuity Vertical Qmtinuity L 45'-61' 46-51 l' 8" 2-4682'O' Y 2-8582'0" Y $11612" N 86924" Y 6911 Y

51-55 2'10' 4-4582'0" Y 2-6602'0" Y 2-511612" N #6@24' Y 6811 Y s l'8" 2-4682'O' Y 2-6592'0" Y 411918" N 6411 Y 61'-77' 46-51 2'10' 4-4542'0* Y 2-8CE2'O' Y .- - - -

51-55 4'0" 4-4692'0" Y 2-4682'0" Y - - - -

77'- 93' 46-51 l'8" 2-46!2'0" Y 2-45a2'd" Y - - - -

& 4'0" 4-4682'0" Y 2-4692'0" Y - - - -

51-55 l'8" 2-8662'0" Y 2-#502'0" Y - - - -

s 4'0" 4-4682'0" Y 2-4692't?' Y - - - -

ter-3/6 i

Page 17 IAIKILIARY DEULDIM3 Thick- BI1XX CDRE Wall Elevation Panel ness Horizontal Continuity Vertical Cantinuity lkrizontal Continuity vertical Continuity 46 45'-61' D-E l'4" 2-9692'0* Y 2-8641'4" Y D-F l' 8" 2-9692'O' Y 2-95@2'0" Y - -

06@24' Y 6-411 Y F-L l' 8" 2-96@2'0" Y 2-8542'0" Y - -

96024' Y ..

IrN l' 8" 2-16@2'0* Y 2-9562'0" Y - -

46424" Y 6-fil Y 61'-77' D-N l'4' 2-46@2'0* Y 2-96@l'4" Y Y * * *

• 778-93' D-N l'4" 2-4642'0" Y 2-4681'4" 93'-117' P-N 2'0" 2-4642'0" Y 4592'0" Y - - - -

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% 1R NRILIARY BUIIDDG Tttick- BIDOC 0:Mu!

Wall _ Elevation Panel ness Horizontal Cont. Vertical Continuity Ibrizontal Cmtimlity Vertical Continuity 49 61'-77' D-E 4'0" 4-969280" Y 2-4662'0* Y - - - -

H 2'10* 4-4592'O' Y 2-9692'0" Y - - - -

4 It-K 2'3" 4-4592'0" Y 2-6642'0" Y - - - -

E 2'10" 4-45@2'0" Y 2-4642'0" Y - - - -

! K-N 2'10" 4-9592'0" Y 2-96e2'0" Y - - - -

, 77'-93' H 3'8" 4-9692'0" Y 2-4662'0" Y - - - -

i 4

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Page 19 Ale [IIMRf IMILDIEG Thick- BEDCK ElRE W11 Elevation Parel ness Horizontal Omtinuity Vertical Cont. Horizontal Contirmity Vertical Continuit.y 51 45'-61' B-P 2'3" 4-4592'0" Y 2-M@2'0" Y - - - -

P-It l'2" 2-M 94'0* Y 2-9492'0" Y * * *

• 61'-7/' D-E 3'5' 4-4592'0" Y 2-Me2'0" Y - - - -

l B-T 2'3' 4-6562'0* Y 2-9E02'0* Y - - - -

f F-il 3'1" 4-4592'0" Y 2-66e2'0" Y - - - -

.j H-N 2'10" 4-4522'0" Y 2- M82'O' Y - - - -

77'-93' D-N 2'3" 4-4592'0" Y 2-46E2'0" Y - - - -

4 93'-117' F-N 2'0" 2-4692'0" Y 2-4592'0" Y - - - -

1 4

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Page 20 i

NJKLIA16 BUIIDDG

.L Thick- EDCK 00E j Wall Elevation Panel ness Horizontal Cmt. Vertical Contiroity Horimntal Continuity Vertical Cbntinuity t

'!' 54 45'-61' H-K l'2" 2-9664'0* Y 2-8482'0" Y * * *

• i i

j 51'-77' D-E 2'6' 4-75e2'0" Y 2-9662'0" Y - - - -

I I P40 4'0" 4-9692'0* Y 2-8692'0" Y - - - -

. 77'-93' D48 3'8" 4-96@2'0"' Y 2-1692'0" Y - - - -

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Thick- BEOCK CNE Wall Elevation Panel ness Ibrizontal Cont. Vertical Continuity Horizrmtal Continuity Vertical Continuity 55- 45'-61' D-E 2'(* 4-f582'0" Y 2-9692'0* Y 67924 N M624 Y

6 411 Y

, E-F 7.' 6" 4-f592'0* Y 2-8602'0* Y #7824 N 96@24 Y l

} F-H 2'8' 4-45e2'0* Y 2-46e2'0* Y 47924 N 96924 Y j H-K 2'4' 4-9592'0* Y 2- M@2'D* Y 47824 N f6824 Y K-L 2'4" 4-4592'0" Y 2-86@2'O' Y 47924 N #6424 Y

& 2' 3" 4-9582'0* Y 2,-M@2'0" Y 47924 N 46@24 Y

IAt 2'3" 4-8592'0* Y 2-4682'O' Y 47024 N N024 Y

=

6411 Y 61'-77' D-E 3'8" 4-46@2'O' Y 2-4682'0" Y - - - -

E-F 2'3" 4-9542'0" Y 2-4682'0" Y - - - -

F-N l'O' 2-5644'0" Y 2-6494'0" Y * * *

• 77'-93' D-F 2'10' 4-8502'0" Y 2-g692'0" Y - - - -

F-N l'O' 2- M84'0" Y 2-8494'0" Y * * *

• 93'-117' D-P 1'6" 2-M82'0" Y 2-8592'0" Y - - - -

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AltGLIARY BUILDDG

'Ihick- BLOOC (DRE W11 Elevation Panel ness __ Borizontal Ccmt. Vertical Continuity Ibrizontal Contimity Vertical Ocmtinuity 60 61'-77' D-E 3'8* &#692'0" Y 2-96@2'0" Y - - -

- 77'-93' D-F 2'10" 4-9592'0* Y 2-46@2'0" Y - -

. 93'-1958 D-r l'B' 2-6662'0* Y 2-9592'C' Y - -

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Pap 23 AUKILIARI BUIIDIIE i

1 hick- BIOCK core W11 Elevation Panel ness horizontal . Qmt. Vertical Cent. Ibrizontal Continuity Vertical Continuity 6' Sbuth 4 5 '-6'.' B-F 2'3" 44592'0" Y 2-4682'0* Y - - - -

of 51 l 61'-7'J' D-E 2'6" 4-f592'0" Y 2-4682'0* Y - - - -

'77'-93' D-N 2'6" 44592'0" Y 2-f682'0" Y - - - -

4' Mxth 45'-61' D-E l'4" 2-f692'0" Y 2-4691'4" Y * * *

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Page 24

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FUEI, BUIIDING 4

Thick- BwCIC O[RE Wall Elevatim hnel riess Horizontal Cont. Vertical OmtInuity Borizontal Continuity Vertical Cbntinuity -

A 45'-61' 60-61 l' B* 2-#692'O" Y 2-0562'-0* Y - - - -

, 6L'-77 8 41-46 184* 2-4662'0" Y 2-8681'-4* Y * * *

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&ll Elevaticn Panel ness Ibrizontal Cont. Vertical Cantiruity Ibrizontal Cmtimdty Vertical Contiratity B 45'-41' 60-61 2'0" 2-9692'0" Y 2-1592'O' Y - - -

61'-77' 41-46 0'-B" 4-9594'0* Y 2-45a2'8' Y * * *

• 77'-93' 41-46 0'-8* 4-f5e4'0" Y 2-9592'8' Y * * *

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I-Page 26 4

c"UEL BUIIDItC Thick- BIOCK QJRE NmL1 Elevatiers Panel ness _ Horizontal Cont. Vertical Continuity Horizontal Contirmaity Vertical Cbntinuity, C 6L'-77' 41-46 l'8" 2-M62' 0" Y 2-95@2'0" Y - - - -

77'-93' 41-46 l'8" 2-46@2'O' Y 2-95@2'0" Y _

46-60 2'10* 4-95@2'0* Y 2-96@2'0" Y - - - -

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Page 28 PJEL BUIIEIE h EKDCX cy3pg hil Elevatics Planel ness Horizontal Cont. Wttical Continuity Horizontal Contirstiity Vertical Continuity

46 61'-77' B-C 2'6" 4-4592'0* Y 2-4682'0* Y - - - -

i

! C-D 286* 4-4592'0" Y 2-4682'0" Y - - - -

j s 2'0" 2-9692'0" Y 2-4582'0- Y - - - -

2 77'-93' B-C 2'10" 4-45e2'0" Y 2-4692'0" Y - - - -

j C-O 2'O' 2-9692'0" Y 2-4592'0a Y - - - -

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E'JEL BUIIDI)G

%ick- HIOCK 0]EE W11 Elevatiert Panel reess Horizontal Cont. Vertical Contimity Horizcrital Ontimity Vertical Continuity

49 77'-93' B-C 2'-O* 2-9692'-0* Y 2-4592'-C* Y - - - -

53 77'-938 B< 2'-3* 4-95@2'-0* Y 2-4692'-0* Y - - - -

& 2'-10* 4-95e2'-O" Y 2-4692'-e* Y - - - -

55 77'-938 B-C 2'-10" 4-95e2'-O" Y 2-4692'-0* Y - - - -

, 0-D 2'-10" 4-5502'-0* Y 2-#692'-0* Y - - - -

60 45'-61' A-B 2'-0* 2-5692'-0* Y 2-45@2'-0* Y - - - -

I 77'-93' B-C 2'-10" 4-4592'-c

• Y 2-4692'-4" Y - - - -

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• FUEL BUIIDItC "Ihick- BwCK CORE W

__,a_11 Elevation Panel ness _ Horizontal Cont. Vertical Continuity Horizontal Continuity Vertical Continuity 8' 61'-77' B-C l'2" 2-4694'0* Y 2-e492'0" Y * * * -*

Itxth C-O l'2" 2-96@4'0* Y 2-4492'0" Y * * *

• of 55 (2 Walls) 77'-93' ED-C 2'10" 4-9582*O' Y F9692'0* Y -- - - -

l 88 61*-77' E>-C l'2" 2-96e4'0* Y 2-94e2'0" Y * * * *

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South of 41 77'-93' B-c l'2" 2-9694'0" Y 2-94e2'0" Y * * * *

C' 61'-77' E>.C l'2" 2-06#4'0" Y 2-04#2'0" Y * * *

• t*>rth & l'6" 2-e6p2'0* Y 2-e502'0* Y 3 of 46 77'-93' IF-C l*2" 2-9694 * (," Y 2-94e2'0* Y * * * *

& l'6" 2-4692'0* Y 2-4592'0" Y .- - - -

6' 77'-93' IF-C 2'3" 4-95@2'0* Y 2-9602'0* Y - - - -

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, of 51 8

9- 45'-61' 55-61 l'2" 2-9694'0" Y 2-9492'0" Y * * *

• East of a 6' 61'-77' 46-55 l*2" 2-9694'0* Y 2-84e2'0* Y * * *

• Tmt of D 4 .

01/13/5 ,

I '

I UNITED STATES OF AMERICA NUCLEAR RECULATORY COMMISSION BEFORE THE ATOMIC SAFETY AND LICENSING BOARD In the Matter of )

) Docket 50-344 PORTLAND GENERAL ELECTRIC COMPANY, )

et al ) (Cont.rol 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 dated 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 class mail.

Marshall E. Miller, Esq. , Chairman Atomic Safety and Licensing Appeal 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 Commission Los Alamos, New Mexico 87544 Washington, D. C. 20555 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 l

l' Up :

6 CERTIFICATE OF SERVICE Frank W. Os trander, 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. Gail- 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 I

{ ).

Ronald W Johnson Assistant G neral Counsel Portland Genera ' Electric Company Dated: March 20, 1980 sa3A7 s

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