ML17261A126

Responds to Item III-1 of NRC Questions Re Design & Const for Systematic Evaluation Program Seismic Review.Discusses Details of Block Walls Throughout Plant.Two Oversized Drawings Encl

ML17261A126
Person / Time
Site:	Ginna
Issue date:	06/06/1979
From:	White L ROCHESTER GAS & ELECTRIC CORP.
To:	Ziemann D Office of Nuclear Reactor Regulation
References
TASK-03-06, TASK-3-6, TASK-RR NUDOCS 7906120406
Download: ML17261A126 (20)

Text

REGULATOR NFORMATION DISTRIBUTION TEM (RIDS)

ACCESSION NBR $ 7906120406 DOC ~ DATE: 79/06/06 NOTARIZED:

NO DOCKET FACIL;50"244 Robert Emmet Ginna Nuclear Planti Unit

'1'i Rochester G

05000244 AUTH,NAME AUTHOR AFFIlIATION WHITEpl ~ D, Rochester Gas 8 Electr ic Corp<

REC IP e NAME RECIPIENT AFFILIATION Z IEMANNi0, L ~

Oper at1ng Ryactot s Branch 2

SUBJECT; Responds to Item III iiNRC question re design 8 const for systematic evaluation program seismic review>Response deals w/details of block walls throughout plant,Two oversized drawings encl<

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'IONA zzzidEI swum ROCHESTER GAS AND ELECTRIC CORPORATION 89 EAST AVENUE, ROCHESTER, N.Y. 14649 LEON D, WHITE, JR.

VICS PRCSIDKNT TSLSPIIONS AREA CODS TI6 546-2700 June 6,

1979 Director of Nuclear Reactor Regulation Attention:

Mr. Dennis L. Ziemann, Chief Operating Reactors Branch No.

2 U.S. Nuclear Regulatory Commission Washington, D.C.

20555

Subject:

Systematic Evaluation Program Seismic Review R.E.

Ginna Nuclear Power Plant Docket, No. 50-244

Dear Mr. Ziemann:

This letter supplements our earlier letters in responding to questions raised by the NRC Seismic Review Team on the design and construction of Ginna Station.

Item III-1 identified in our letter of May 22, 1979 dealt with a request for information on details of the block walls throughout the plant.

The attachment to this letter and the enclosed drawings respond to that request.

Very truly yours, L.D. Whi e, Jr.

Attachment y9 P 61204<@

ATTACHMENT File Code 1:36.1 Page ill

Response

for NRC Question XII-1 Reinforced. concrete block walls are used in the Control Building and for the freight elevator shaft inside the Containment Building.

Details of the reinforcement in the block walls are presented on drawings 'D-105-011,and D-105-012.

Reinforcement details for the elevator shaft are'he same as those presented for the Battery Room walls in. the Control Building. All other block walls throughout the plant have reinforcement provided in the

'I

,horizontal layers as follows N

Horizontal bed reinforcement is Dur-0-Wal standard truss design or Hohmann 6 Barnard, Xnc. Trus-Mesh, of width two inches less than the nominal thickness of the wall.

'I Bed reinforcing is laid in alternate

courses, splice'apped six inches, cut and bent at corners.

Over openings 2.

reinforcement is laid in the first and second bed joint and extends 24 inches on either'side.

At junctions of. partitions and walls, ties 14" x

>4" x 8" 3.

flats with two inch right angle bends at either end are inserted at 24 inch centers.

At steel columns, wall anchors 2" x

>4" flats with two inch

(

~

right angle bends at either end are provided at 24 'inch centers.

Ties are extended approximately to the center of t

the block wall.

Concrete masonry blocks are hollow units, conforming to ASTM C90-66T, Grade G-XX and mortar conforming to ASTM C270-64T, Type N.

yy,R RECIy 0

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+**++

UNITEDSTATES NUCLEAR REGULATORY COMMISSION WASHINGTON, D. C. 20555 MEMORANDUM FOR:

TERA Corp.

FROM:

SUBJECT:

US NRC/TIDC/Distribution Services Branch Special Document Handling Requirements 0 1.

Please use the following special distribution list for the attached document.

e attached document requires the following special considerations:

Do not send oversize enclosure to the iVRC PDR.

T

~nly ene oversize enclosure vas received please g proprietary information send affidavit only to the NRC PDR Q Other: (specify) cc:

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l. For >vali 1 q nnd ln st ati'n I ion of Fi ni sh Mataru'al s Called For in this I'Aran Sca 5pecificntion 5P-5325 Z.pin ste r on Conc. Walls to be on Net. Lnth-4 Es - 16 O.C.

a n d Ra s ii 'I i e' 1 c I i p s, A n cI.n n d A I I Rscf e r e n e s t o C 0 I u re n Li n a g i n n d C z, A,ro u n. cl Co n t r o I R. 0 o m A,r e. cc n r e O oi a a n d t h a. 5 a rn a, WESTINGHOUSE ELECTRIC CORP%RATION ATOMIC POWER DIVISION ROCHESTER GAS L ELECTRIC CORPORATION ROCHESTER, NEW YORK ROSERT EMMETT GINNA NUCLEAR POWER STATION UHIT NO. I Ravcised Dim. Office Part'it ion ADDED-SOLCD STEEL PANEi-S IN CHASLT R.OOLA REV. AS INDICATED I PLACE ID.G. R.H, P. G LLH.

PRCII I T ECTIIRAL tcOIITR$IL ROOM PI.AFIRE CONSTRUCTION LIMITEDCONSTRUCTION:

AS NOTED 0

cE 8 RELEASED FOR CONS I.

J,HD.

PRELIMINARY NOT FOR CONSTRUCTION APPROVAL D RA F T IN0 ENGINEER APPROVALS REVISIONS BIDQtNG PURPcnSES OIL SERT ASSOCIATES INC( NAY~

ENGINEERS, AND CONSULTANtS DI05=9U

'ESCiIIPT ION ICO. DATE OPN CHKO OAl WAPD D I'AFTING READING PENNA.

li I$

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RCLF/cSED FO MADil HECKE GAI ENGR DATE DATE 4 I 55 SOD CH CHIo OPN JbIEL 3kZZ-6 WAPD WORN Oiioecl SI TIE OliAWIN T

SCALE ATE 5-2 GEk

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Fr.

ransocn )Bar Metal Door i

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Pi I o t Wire Cab o,,

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Tele p ho na.

cable Tc n cI OpcI s Plntf rn E.1.275 -3 Pie M.C.C..

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Top of Frame Ff. 267-o)s 2o Sc.rv'ice

'Wn I c r P i p e.

7

'ct 0 I e a r 0 p cI. 3 - o x 3. o" Metcil Door $ Frome-o Cob I e.

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NOTE-Pr o c/i d a iClo s v r e co c 9 best~

A,i D n cI To p f5 i d ass ~

Furr g Plaster Vi n cI I Co v'a r oc d Se,e Note

.D 9'-3>8 115 K.V. Con tIr cct Bien c c'-9'bonr k 6

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2/

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C i/

W f o r F u 'I v r e E. x p

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1.-8 3 - o

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d Dispo nso.r nl PI.

O FIT Iz OL Re I I a c t. a d T'I n n of Lu s CeiI in'adiation Front Monitors i 'ri co ci BOALR D Pi e, Che e.

3N cu Ur'i na 1

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L n 9/.

cs IO

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LAVRTO 123 Cc ram/ Tile Floor If. Walls Pin s t.Ceil.

IS>>18 Acir Intnb cL Opct.

ln Roof Df Cont. Bd.

In co ra Rock.s I Zxl?

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F

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0 F LCkc P EL.

2S9 -6 k

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ki. P.

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F I. Fin.

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Conc. Fl. Fico.

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Fl.

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C.o n c.

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El. Zse 4p'Cno clc Out Panel for F-ut.

Door bo Snit ¹2

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girt Line.

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