ML18037A381

Forwards Response to 820422 Request for Addl Info Re Util Response to IE Bulletin 80-11, Masonry Wall Design

ML18037A381
Person / Time
Site:	Nine Mile Point
Issue date:	06/14/1982
From:	Lempges T NIAGARA MOHAWK POWER CORP.
To:	Vassallo D Office of Nuclear Reactor Regulation
References
REF-SSINS-6820 IEB-80-11, NUDOCS 8206210453
Download: ML18037A381 (94)

Text

REGULATORY "FORMATION DISTRIBUTION SYS (RIDS)

ADCECOIOP NBR:8208210058 DOC.DATE: 82/06/10 NOTARIZ80:

NO DOCKET FACIL:SO-220 Nine Mi l e Point Nuclear Stations Unit 1 i Niagara

-Powe 05000220

, 'AUTH~ NAME AUTHOR AFFILIATION L'EMPGESET ~ ED Niagara Mohawk Power Corp.

'RHCIP ~ NAME RECIPIENT AFFILIATION VASSALLOED F 8'perating Reactars Branch 2

I

SUBJECT:

Forwards response to 820422 request for addi info re util 1<<

response to IE Bulletin 80"118 "Masonry Nail Design."

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&&K, Vp/~, W DISTRIBUTION CODE: A001S, COPIES RECEIVED!LTR J

ENCL i SIZE ~~

TITLE: General Distribution for af ter Issuance of Operating License NOTES:

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Nl V MIIASAIRA IAJ U %GAWK NIAGARAMOHAWKPOWER CORPORATION/300 ERIE BOULEVARDWEST, SYRACUSE, N.Y. 13202/TELEPHONE (315) 474-1511 June 14, 1982 Director of Nuclear Reactor Regulation Attention:

Jlr. Domenic B. Vassallo, Chief Operating Reactors Branch No.

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

20555 Re:

Nine Nile Point Unit 1

Docket Ho. 50-220 DPR-63 Gentlemen:

Your letter of April 22, 1982 requested information regarding our response to Inspection and Enforcement Bulletin 80-11, "Masonry Wall Design".

Additional information as requested in your letter is attached.

Very truly yours, NIAGARA MOHAWK POWER CORPORATION p/~j Thomas E.

Lempges Vice President - JJuclear Generation t<Gt9'kmb 8205210452 5204<<

PDR

• DOGIE 05OOO22O

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NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT UNIT 1

Additional Information Regarding Inspection and Enforcement Bulletin 80-11 Masonry Walls l.

Ouestion Provide and justify the boundary conditions and modeling techniques used for the reevaluation of masonry walls at the Nine Mile Point plant and indicate how the potential for block pull-out was considered.

~Res onse Boundary conditions were established for the masonry walls based on the actual geometries of the walls.

The walls were analyzed to verify the transfer of forces and moments consistent with the boundary conditions.

Potential for block pull-out was not'a problem with the safety-related masonry walls at Nine Mile Point Unit 81.

Piping that was attached to the walls was small in diameter and the loads exerted were negligible.

2.

(}uestion Indicate how earthquake forces in three direction and equipment loads were considered in the analysis.

Using sample calculations, indicate how the effects of higher modes of vibration are included in the analysis'.

Provide the damping values used and justify any deviation from the SEB criteria t:41.

~Res ons'e Wall stresses due to horizontal in-plane and vertical loads were considered to be negligible.

The design and analysis of masonry walls was based on the FSAR for Nine Mile Point Unit 1 which uses a,iO,ling groU~'d>

acceleration and an equivalent static analysis utilizing the resulting floor acceleration values.

Since an equivalent static approach was used, neither higher modes nor damping val,iies were of concern.

3.

(}uestion Provide a brief description and sample calculations to show the analytical approach used for single wythe and multiple wythe walls.

~Res onse The masonry walls at Nine Mile Point Unit 1 were re-analyzed using ACI 531-79.

Calculations for single and multiple wythe walls are attached.

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(}uestion Provide and justify the increase factors used in the criteria for allowable stresses.

The SEB criteria [43 allow no increase in the allowable stresses for load combinations including wind or operating basis earthquake (OBE) loads.

The allowable working stresses for load conditions which represent abnormal/severe and abnormal/extreme environmental conditions such as a design basis earthquake (DBE) may be multiplied by factors shown in the table in the SEB criteria l.4j which are given below:

~of S

Axial or flexural compression Bearing Reinforcement stress except shear Shear reinforcement and/or bolts Masonry tension parallel to bed joint Shear carried by masonry Masonry tension perpendicular to bed joint

- for reinforced masonry

- for unreinforced masonry

~Res onse Factor 2.5 2.5 2.0 but no to exceed 0.9 fy 1.5 1.5 1.3 0

1.3 Increase factors were not required in the reanalysis of the safety related walls at Nine Mile Point Unit Pl.

However, two walls which were installed as a result of fire protection analysis were designed with a 1/3 increase in allowable stress since they were non-safety related.

Re-analysis in accordance with the bulletin indicated that increase factors were not necessary.

(}uestion Provide sketches of the proposed wall modifications L3j and indicate, using sample calculations, how these modifications will correct the i<all deficiencies.

Indicate the out-of-plane drift effects of the bracing added to walls 31, 44, 45, 59 and 66 as stated in Reference 3.

~Res onse See attached calculations and sketches.

Out-of-plane drift effects will not cause overstress due to the limiting nature of the support deflection.

l 2

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6.

(}uesti on Provide the status of the proposed wall modifications.

~Res onse All proposed wall modifications are complete.

7.

t}uestion Provide the results of the analysis of all masonry walls in terms of actual stresses versus allowable stresses.

~Res onse See attached calculations for typical stresses (actual vs. allowable).

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INSPECTION AND ENFORCEMENT BULLETIN 80-11 WALL FIXES

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l %OVINE t4EW SUI'F'OIG'9 AT F>RSr ST~a ANC,HO@ aT E.ACR EMDoF 'vALL A,hlP AT GUFF OtABR AJt".Aoa, IW rw

~ I34 (TQ,5, EL, P7$ '-g'),

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NEb4 k-3/8 "&"0-6 e I IZ'BLOCK MALL

. (ENS'T,j SECTION 2-Z SCALE % =l'-0" 28-4 PARTIAL PLAN-WALL"3l

'OFF gAS BLIILDINQ-A50I/E FL. EL. ZLI-d SCALE ~/j =lo-GENERAL NOTES ALL MATERIAL AND WORKIIANSHIP BOTH SHOP AND FIELD SHALL MEET THE REQUIREMENTS OF.THE FOLLOWING (CURRENT) SPECIFICATIONS.

1.

Material Structural steel

shapes, plates, etc. shal~e ASTM A36 material with actual physical and chemical certifications.(UNLE$5 OTHERWISE NOTED) 2.

Workmanship A.I.S.C. (Unless otherwise noted). L-3.

Prior to fabrication, check and verify all existing conditions and dimensions before fabricating and instal'ling steel.

4.

Welding A.W.S. by qualified welders per Dl.i.

EXIST.

IZ'BLOC@. Wet L EXlST.-N14~30 EXIST. STRAP ANCHOP HEIAI

'R. s/g"s4 x0-6 5.

Weld electrodes E70XX series, unless otherwise noted.

EL: 279-/rf Paint One coat N.M.P. No.

24 Red Lead-Lead Chromate Primer shop coat.

After all welding is completed, all surfaces of restraints shall be given one coat of an approved paint to match existing.

No shop paint. within two inches of any field weld.

Prime area after welding.

6 ~

ANCjLE

)QL'f TIGHT s

All bolts to be A.S.T.M. A-307 with double nuts.

TO IAIALLBE-FORE.~EL~Igq 8.

CAUTION should be exercised when cutting or drilling into existing concrete f

to avoid contact with embedded electrical conduits.

Check with appropriate MElel 2/gs2/sx/g plant personnel before drilling.

1 I

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NOTE: POCKET EXIST. Bi 1. FIRE-P,OTH I C RIAGE PKOTEC'TION AS R.E(x'P DURING FIX. PATCH 5E.AN TO MATC.H AFTER,.

SECTION I-I 0)

A% PF@Q.

.EctS) for Kwxk-Bolts.

g I10.

Use procedure ABGN-1, Rev.

1, dated "

i

. 5-23-79 for erecting base plates.

REFERENCE DRAWINGS PLAN 6 DETAILS C-26641-C SH 1 (S6).

NIAGARA+'OHAWK A'"Ja.

p NIAGARAMOHAWKPOWER CORPORATION SYRACUSE, NeY.

MINE. NILE POINT UNli 510. l N.R.C. BULLETIN-SO-II MASONRY}

STR.LJCTURAL FIX FOR HALL 3I SCALE I/2'= I'-0" No. DATE RY AS BUlLT REVISIDk DETh.ILS CK.

APP.

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ArrIIOVED rr Art r 'g Zg~ ArrI%ovco SH. l DE DR.

TR, CK.'

b TK SCALE S

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SEE DD;

~ Ip tt span 3

V'OR SK.C'T. 5-5 SEE'-34179-C (N.S)

FL, KL.~(-0" log 5ygTF/

SIDE C)F "1Z" ROV/)

FL00R,'LKV. 254'-0".

. ELEV. t OL. ROM "R" LO+K1Q SpuTH

~F',EZ~

'. PUWP HOuS~ Sins S HOWW) - MrS.--

fWALLBETSIEEt4 SOEEELI I, PUMP HOUSE AIID TUIzBINE QUX. BLDG) l2 8-1 jNSTALLER (COWTZb,C TaZ) TO egOV IOG TRAP, SHORINq OP MECH.

EQVIPNZet'3 1P Is'.EQ,'5.

8/$

L<4'Za x4s> L4 CLIP L=28' A E FJ Q 3

2wEM

- 0 cs wgj'wig T,O.S. K,KY. KS9'-O"

=E>Q~TIQC UA4.~M 7 YP.B A&VCz

~sr. Wi~j~s.4~S)

. bus-.zisv.zss'o" ENLEss IIOTEo')

'Tl L hJ SHo&iQq L2kxBx>4iOIZ 7Y

'.EADDF /= C-NE&

6TE.E.L

'ocATl~

-ov HaQqER 72-t }4 KALE. ~/g"s 1'-0" SEC 7/OA'Z-2 44 "lk%-7'YP.

'W.

ggx,2 QELOCA'TK EXlST. HANGER.

. 7ZH147oruisICe.

RNEC8

~S~

~E 2<1 EXlST cRAc,K 9/tc,",W IDP MAX.

, F'lCE.+ENT SLEEVE ~CATION WAAR dr 8MRoe/7$

Ho Sw5'W" OR 4W OC.. mC Fll t.lug P.L~

42 UZF~ (EARTH wA,cF-S)

WITH FLp&aeTy 4TT@O t->yaw RE,Q'D SFE p KV. P'OR, LOCATION.

PolhlT CgACa M,PACZ M/FIVE STAR, Abler-5HR,IQY QROUT PRIOR. TO Ceu. CRONINC-RS QEAcK WITH QU KEET ONGEETE IxIg (DR'll L IIO'LES AFRO 4.cd

'TC, TURSIQK AUK,. 8I'G4. SlOE)

V t 4 QP,OUTRE CX'L4 TO 1N.G PYATIOl4.

RELOCATE SL,EKVE A5

+Woad. ma OoraS i)CAip WD/oR REMOVE HOST

~g< p)~

---~2"C.NU, EhQOCK. A5 RFQ'D. TO RELOC.ATE SLEEK -CENTER, Cht F f%

2)RE~c.E, c.M,U. BLocK, AMO QROuT 90L)O 'wJITlh HogTAg. A@ou+C RELGC ATES 51 EEVF 9)PACK VACANT 5PjkCG BGT. CLERIC Ahlo PiPE. ~LID W/KAOWOOLAgb FIG l r}k I'2)E3"3~/>'

d~5" xO'-4'A/N7rfbu'V/S7rnk" Pb E ~k

~SEE'ZEi'd.

N.7S.

~T. Qo. F17.tO-2C 3a-IS~OO 4>p~t HlAGARA~ MOHAWK << ~ < p

. c t

..... -mwwtL "A -- pe NaT'a+TioWS s-zc i-6=23

.WA.LL SI.B,B.VE.

RE.I OC.AT'1OQ kl TG-5EGT'>OH 1 md Q.T,S.

ME Z~AAL/M3MS DATE

~ Z, s-94l79-C'.

2 tiff No. DATE BY dp SEc770N 3-3 BgTrnN HrfdP NIAGARAMOHAWKPOWER CORPORATION SYRACUSE, N.Y.

kllae.

HII S Pei<T Uzi'O.1 NPC.

SUBLET)kl 50-11 (Mh5okgg AS BUILT

&maa

~we r2-A54 RP QTQUQ'tLJgh.lt P'hC PO& 'VV44L. ~95 a pg II-2I 60 DES.

DR. Q TR.

CM.

DATE SCALEAS QOTEZ INDEX9' 2i I 5(O REVISION CK.

APP.

AttaIDIc i~t, sttsoYEo No. 8 -941 tEI-Q

@~a,FT ~ Q A I

+VlSE

'PLAN I $ ~pp~>I +

<PA fp *ttsovco

$ ~ Attsovco

t e

y 0

- min~.m".n ~C aam-QA50+gg.LINlT

.. RELOCATE @Ell5T-

.5MAV SRACi PlPe.-

.QA P:c "+vores".-

~

I I

I I

EXIBTII<<lh Ir0L.

Mi.oxen t4." SPOKES

=

.. Sl.ad&

EXIST>MA CoLUMhl ASSEPrtSI. f FlEItlL,FAIBI<<"iCATED:&.IIEQr~

Cx~> To COL CNL'.0 CEQTER ON~i,U&¹- 5.CE,DET.

h".'

A GEKXtCX1~M=CEoX~.A1XON B~ 541-t9-c M.'2)

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l

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~Srtqq C~~gSGE.

SmmSKQ.FOR..SHlL t

AR '.FQ,)

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WKl-0TO PAC i%OF SAN@ f Ea,rote.

ZpaCZlOO t4mCf@

J J J J J J

Ii J

I rrr Ii TYP.

WE g(

To Egl&TIQCiC H lo w5g L.

QTYP.

YQP. ToPH II

~yg x7 XO'-Irk'G,

(

~ R4 Of' QEA:WABRlCATEP:.

,STRU.T SF.'E.. DET,."4

-.....wee'

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CIZL LIMB. toxt,('BO THAT SWAYBRACE l5'SI5PENDICULAR "

TO'F'aCa V Wal l.')

~

E 5.

't REUSE EXISTING SWAY BRACE BASE ASSEMBLY¹ THRU-BOLTS AND COLUMN ASSEMBLY NOTES

-" =I.

,1 REMOVE EXISTING BLOCK AS. REQUIRED TO INSTALL SLEEVE.

I 2

WHILE REMOVING BLOCK FOR NEW SQUARE STEEL SLEEVE AS SHOWN ON THIS DRAWING, REMOVE ENOUGH BLOCK (MAXIMUM 1 COURSE ABOVE AND BELOW SLEEVE)

TO VERIFY MASONRY ANCHORAGE TO COLUMN(TYPE AND SPACING.)

I 3

NOTIFY N.M.P.C.

CIVIL/STRUCTURAL ENGINEERING DEPARTMENT WHEN BLOCK IS REMOVED FOR ANCHOR INSPECTIONr ADDZTZDNRL PZX NAY BE REQUZRED PER SHEET ¹6.

4.

AFTER SLEEVE IS INSTALLED, REPLACE BLOCK AND GROUT SOLID WITH MORTAR AROUND SLEEVE.

J J J J J J J J ) J J J J J J PAC.g M Put K"X'aVWOOl

. Al.f. AROQHb SPIC.BR.

PIPE AS N. Ga,c..4-4 J (i5i"oz,)

sv~Q I

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6

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lQ

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'vp AS BUILT

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REViSE ae.TAl~

gpAL pZA

~ar g]rg,/rg Das.

DR. S TR.

cK.'

DATc SCALKQ LkV~D Apraovao K P Apraovao IXDaX9 M'2.fM jkC.47. QO. SI t.20- 2033. lS.OOOO

'NIAGARA~ MOHAWK NIAGARAMOHAWKPOWER CORPORATION SYRACUSE, N Y glhJE.

MIL.B FOlWT Uhllr QP l

4 R.C.

BULL ETIL) >l (MA~UP%

5TEUC.TORga Fl)C FOR Mhl l "M DATE SY R KYISIOX CK.

Arr DLJ~WAW rraovao

~

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I

~ ~

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la.

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-.I'o'a-O'~

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INTERRUPT VERT. LEG OF l. 3Ii3 "P(j, AT VERT.

PIPE

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1 il hkLO avower>ea QF~. ~M~

red klOTE:

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5ET,, Lg g uIAt.L'.I...

t'.E&OVE COZIER. AS RBP P

.. TO C'LEAR. L-FILLET (T.YP.)

TYP. I=ok POTU S~" L"

.$ I'I SLOG IL MALL.

3Q 0

/.

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(LE.&tH P.g I-.ie D) 9/4"WP.

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/pe AVER~

/p"~e.

TVF-'EC TlOQ 'L'L ScAC LE. l"- l'-0"

.F~~

C <<~T.ION O~-L." TO CS.IuAJg

>~TA,1L. USE, IA&ERT t S tQ CEl4ihtC, AAB2SVBP. PROC.TIC,AL,"

Mt--hJ. MELDlklq IO. IN&CRT @, USE ~/I~"

PIQ-ET 94Lb.. ALL.AZoueD.

VYP Fo.e

~TH SIZA,C-E-~

... SC.a.LE, qII S

9 5k

/ic TYP.

5A,SE.

OE, kn A s \\"-I U

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~

=

~.~

=

.J c

41@~zp AS BUILT IIOTE:

SEE 5II. 'I MIL AEIlF-RLL HOTSs AccT HO. +n.zo=zoss-i&-oooO HIAGARA~'OHAWK NIAGARAMOHAWKPOWER CORPORATION SYRACUSE, N.Y.

hhlNE, MILC POINT

-UWIT ~ l

MRC, BULLET) M ~-lt (~~JR/)

STEuc.TURD<

PlX I=OR, WALL~44 2 i' Acnm ~-~i>~ N~m

~ES.

L.

TR.

CK.

~

DATE

..,kq IJOTE,O IZIII EA REV'ISa, P~Ag g Wm~i~

HO. DATC BY REVISION CK.

APP APPROVE APPSOVSO APPP~~i cr4~

• PPPOVan 5-5@I t'I-Cl~

P I

l." RE&1LFNT

~/IS s>>

S NAYL sPA'cER 0 3/3"y21xxo"0 cx.

II

EL. AS FOLLOWS:

E 5 R

- SOT. OF SLA-5 p Bove ze5-2."- Bor.-oF D R 0 P 6 H.

2. 94-'-ZR V4EST RH,- SOT. O~

'GLh6'h,C.E oF 5 K50NRY

~.WALL I

.x 'j-6 Idl

)

Q I I

@ll

~

13-lq PJor', oF DRop

.; ~/g'o4",.

A P. HL55.l BH, 294;-1/g,'

~'HOVE~i 2'-o" 'YYP. F'aR

/<4 x'.0-7 LCj. HlLTl KNIKB01.T.55" MIN.

ERB.) DR1LL i~/Ig" uOLE. 1N R. (YVP. )

Ql O ll I g+EC 4'S.'+

1S'oUTH WP LL K

DtM,VAR1ES~

WELD 3 51DES 2'-0" 3'-6

~

II fY'Pt Fbg

'OVTH%49, Ks 4PC. p I THRU FROM 1'-8" ro 2'-+" Nh65. E.$ 15T',

CY.

'EN.

. IsIJIGLE5 L3X3X3/3XI'-3 LG.~lsIIN.

L3x3x 3/00

$BI2AC)NB sr 8'-0'+SPA,)

(II RS.GI )

II!3/3 x S'"x 0'-G'LG.

mCLO k+" F1LLZ.>

TYp 'SIDE (VERTII HOR)

. ~/iso

'.. )TO L+)I.RX>jg"I OI CONT.= a4x4~3j~.) 8'-OLC,.

MA,Y BE SPLICED <a) L.. BR,ME5 F.R F c,r. -.LE,9 E 1 SECT ION I-I ZyPlcP L FOP KNEE SR'ACES SCh,LP.:

1'/g,"= 1'-O" HECH/ EI.E

,~FACE.

OF

.1'YP.

KR,E.

SG~~c.o,.=

SEE.DET A

+>IM.

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~NASOI0RW..

WA,LL s

- EbST NSTR.

ROO~

4!

I-WEST

~ INSTR.

q3 I ROON t9 h

O y4) yO s

I43I, gAJ 3

9 OI

.,'5E.E. 5E,C'rl ON 2.-2, SE.LOW

.FOR A.DO'L, 1 @FORAM'<OM-

~ REA;CTQR

'-g'g PTp 2 PC.I/p."IIM

).THOU-60 5

I sssI

, QX,LGT.lf I

~

ELE.CT. CO II

+ O.D DU1T SIM.

3

+I e)

I/p' THRU BOLT 6 2-0"O,C (TYP)

Oa>LL ~/I:"P HOLFS 1V KNt-LE.

b,NO PLiraS 1

4x4x'~a, Ih 's'j<<4'x4"vtwsssss 5-8'OuSLE I4uz5 g/ u

~/ "It HOLES THRU C H. V&L.1 L

PLA,N OF EAST WEST INSTR. RM.

l TYP.,

EXIST, 5" MASONRY ABOYE FI.. ELEY, ZBI'-0 3', lil",8" SCAI-E 'jg = l-o TOP OP.L si ADJUsj ANGLE t

AS REQUIRED

. QQ

+ y Q

(-0

's Is I-I II << I) 2, >

NIAGARA.MOHAWKPOWER CORPORATlON SYRACUSE, N.Y.

~6 IELD cuT.-R ) L To:

wALI lI11NB lhlLE P01N'7 VNlT+

1 N,R.C. BULLETIN80-11 (PhASONRY).

STRUCTURAL F IX FOR VIALL<45'

LEAR, E.LE C

~

. COMDU 1T.

Qs LA AN BUILT

'RIsA SCAI.K AJ NOTED INOKXS.823 S&

N..S-34 f79-C OKS.

DR TR.

CK. ~+ DJI K

RPc I

5E C T I 0 '4 RW-4I-

~41-

'OY.. OF 5EC>low i S 2

If21 l g,6 QWAMM I Sx5x@TD

\\ 4x4x'3/g CONC r 29 0'-

1 lgP ArrxovxDQ. 8 +I

~+'rr~~

REVISE PLAQUE $ DKTAII-5 ArrtsovxD scil'LE': ~/4 - 1'- o" NO. OATK BY RKVISION APP rrlsovxD SECTION 2-2 aEE sHT+I s-3+17m-c Foz~ons ACCT., IIO. 31720-2033-IB-0000 FOR SC fON 5-SEE.

SHT >91 F'>R. DETAIL 5E'5 SHY. > 9 HIAGARA' MOHAWK I

It 5Hz 6.

I 1

1-0 llA DRILL /(g p HOLE lN ANGLE FOR P~ W THROUGH BOLTS EV-ERY.32'.C.

TYR Egl&TllJWXtSL VllO X39 NEVI L3A3S 3/< AO'-4 LG.

Qz-DOUBLE NOT5 TYP. 4 PLACES g Pg03.

"TYP.'

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le 84<0-4"~ (~PP)(~RLlh~tl4 4'Of E.

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(See,LI>

+Il u

SPa ~Ox'-4"LctP.')

XORIi.L tI>f Vol.E, Iq g Fga. /z," you ).

(USE OQ TQR.SIQE LUX,. BLOCK 5IDB OWl'()

-EXISY..C0L W33XI.I8 SOT.

WI+x45 TOP (2QP COL.. SHOWN)

TYP..- DE TA)L FOR COL C? R-l lp, SCALE I ~Z I -0 PQ P.

E'X)ST IZ'LOCK WALL 2 PPQ J.

I:XP,.)

NEW R.~i~.'X <XO'-~ LS.

TYP.

DETA~IL

='. FOR COL C'-I2 SCALE. le

= l -0

. l~"g Vueu paaS 8 ~z"..

O,C'. VC,RTIC.bL

%V~ I HQ.

Zn.n L "Il V " POLE l V

~/p,f HOLE IQ 'vALL g~FN.Euc.E,

'DM@.

C-3%.<I'

- & '2'1 WIZBBU d F'UzPHoUS5,

~ALI aLEVAYIOQS,-GYP. S~TIOQS 0

F PAC IW@

LllXlE'olLOlEQEEAL NOTES EFE

.EH. l 6-5 6179-C

= NOTE:

/

CONTACT N.M:P.C.

C. Jll $ STRUCTURAL-ENG]NEERING DEPARTMENT F OR APP.ROYAL PRIOR 70 STARTING M(GRK 5HOV/N ON

%HIS S HF.ET.

SE 5 ALSO

.5HT. PS WG. hlO. lE-34l79-C ACCT'. QO Sl l.2o-205+-

I&-OOOO HIAGARA

'OHAWK v r~ g g > f, "

NIAGARA.MOHAWKPOWER CORPORATION SYRhCUSE, N.Y.

'}BLUE MlLE Ft) II Ij OQ IT ~

We.C. aUI I ZVIV 8O-Ii (V~oVW)

QTRUc 'TUPAL I=)W 70K. 'vV'ALl + 55 NO. DATE AS BUILT 48 REVlSE.

PLUS DEraiiS RCVISION CK APP.

t t-ZI" D

DR. 5 TR.

CR ~ ~ DATE ittltOVCO P~

AttltOVCO AiiadVKP~g AS eeOVSO SCAL,E AS lNDEx> < 2iI 5~

...P. -~O I>9-~

J 1

4-8 l2

~BETA!L A 8-d+ (TYF.'Eg L 3'>>3>> 5j,

z=. 5~/4 it:-s-o.(np)

I

.I I

I HEtAl L 3>3>>Fg <<8-0+

FXlST. ELE.C. COW~ulT~

SEXIST. SHIELD WALLg NEhl k <</sx7>> l-0 NEW L Sx5x5/II NEiAl TOP OF MALL EL. 310'-8 TOP OF L EL.308-8+

MEN 6'/8">>7x l-0 L 3iS~ /EI(TYP)

WP.

EI, ~

NEW E /4~22'8 0-'np)

DETAILX SC4LE.:

1 i/g = 1-0 NEN L3>>3 %

-'0 bRtLL

>/jg P HOLES IW L bRlLLQ pf HOLES THRU MALL FOR ih P x 2'-4" THKEAbE.b ROD.

]4&EQ D)'YVI K

BOLT.5(W)

V!EIJ A-A SCALE: 3/4 = I'-O

.4-8 FKCb YERIFY...

4'-3 2-'3".

CUT it) LTO CLEAR FXlST. ELEC. CONDUlT MALL SECTION 5-5 SCALE.: 5/4"= I'-0 1-0 IE/IIIZIL-S ~l-4+4 Le Q

IEI L 5%5xg~ a PLAN-TOP OF SHIELD WALL ELEVATION IO'-8" SCALE'Ij=I 0 7-Z+

ft/g>>12>> 1-0 HEW kF X("g8'd'r-'-6 DRILL /IE EV HDLES IN IE DRlLL~/4"P HOLES tN MALL FOR~/4"P <<7'tAltK. BOLTS 5 "VIN. EXS. (< aE.q'O)

NOTE:

GO NERS CUT~8+5'

~

2-lI'4>> ifx8-0+

.bA,P VARI~=

r'2:0+ 1

~

NE.W 3X XF TY 3 335" 3.a(

F)

IELD VERIFY' V'

SEE. PKKP'ARATlObl OF BLOCK.

hlALL AT SE.CTlON l-l.

t-'0'EFER ENC,E. MAHtN S-

l. C,-2.aOks-C (SS)

2. C-2kQ4 7-C (Sb)

LOC AT10l4 REACTdk, Sl DQ.- FLOOR, FL.298-Oil COL. ROtA N BE,TMZ<N 11(12.

FOR CiENEKAL.NOTE.S,SEE SH. 1 N.O. 3!7.2O-ZOBB-IB-OOOO MtLL fii g HOLE;5 tN 0 MILLE/4"IVI HDLES IN WALL FOR ~h"g>>7" KIAJlR. BOLTS 5" NtN. Fgb. (S R,E.q'b)

DRlLL'lie gf HOLES tN 1I' L.bRILL~/S'P HOLE. THR.Ll MALL FOg, /i,"0>>

t'-4'HREADEb ROb.

t'-4"O.C. (5 n.q b) 00.BLE Nm5~

NEW t./I<4>4 2 PROT.

0 YF.'}

HIAGARA~ MOHAWK>>,'- I, v R II g g NIA,GARAMOHAWKPOWER CORPORATION SYRACUSE, N.Y.

NlNE, NILE POlNT UNlT NO. l N.R.C. BULLET1N SO-l 1 (HASOhtRY) 3 4

3'l Orr NE.tr4 L 5< "i NEW IE/EE Z Fr I

SctaLD WaLL 9g'F MALLTO StT ANGLES SECTION I-I-(4 IE'.EQ'D)

SECTION Z-Z SCALE:,

SCWLZ: ~/4"=,t'-O" NASONARY SHtELD MALL El. 310'-8" lAlALL EL.310-S PLAN-SHIEI D WALL ELEVATION 308-8+

SCALE: ~/tg =l-0 ECTION 3-3

',. SCALE: /4=I-0

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