ML20009D932

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Forwards Revised Attachments E & H to 801104 Response to IE Bulletin 80-11, Masonry Wall Design.
ML20009D932
Person / Time
Site: Beaver Valley
Issue date: 07/10/1981
From: Carey J
DUQUESNE LIGHT CO.
To: Grier B
NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION I)
Shared Package
ML20009D933 List:
References
IEB-80-11, TAC-42858, NUDOCS 8107240511
Download: ML20009D932 (5)


Text

i e, . - s.

'Af (412> 456-s000 435 Sixth Avenue 777," ' July 10, 1981 United States Nuclear Regulatory Commission .- g Office of Inspection and Enforcement 1 U C Attn: Boyce H. Grier, Regional Director -

J -10 Region I $ u's{'J{ 9 g E 631 Park Avenue \i /Sl$sE@TC" ,7

/

King of Prussia, Pennsylvania 19405 c m .

/i .i'Vf/

Reference:

Beaver Valley Power Station, Unit No. 1 'b , ji

' Docket No. 50-334, License No. DPR-66 IE Bulletin 80--11 Geatlemen:

Attached is a copy of revisions made tc Attachments E and H to our report for IE Bulletin 80-11 dated November 4, 1980. Revidens to Attachment H were due to additional 1.Jormation being added and the deletion of information not utilized Eor the analysis. Attachment E changed as a result of changes to Table 3 of Attachment H.

If you have any ouestions, please contact my office.

Very truly yours, J. J. Carey l

Vice President, Nuclear l

Attachment I

cc: Mr. D. A. Beckman, Resident Inspector i

U.S. Nuclear Regulatory Commission Beaver Valley Power Station Shippingport, PA 15077 U.S. Nuclear Regulatory Commission- -gil c/o Document Management Branch J3 i Washington, DC 20555 /

i U.S. Nuclear Regulatory Commission l((

} Office of Inspection and Enforcement i Division of. Reactor Inspections Operation

!- Washington, DC 20555 8107240511 810710 PDR ADOCK 05000334

[ G PDR o-

r f

I f

ATTACllMENT E

  • e BUILDING
  • BLOCK MORTAR,m o GROUT R EIN FORCING

, NORMAL WEIGil? CONCRETE-AUXiLi ARY 2500 PSI Y 32 DUR0 4ALL 2500 PSI NET AREA (TYPE M) 33,350 PSI ( YlELD ASTM C145, f'm = 1550 PSI S TR ES S .)

NOle1AL WEIGitT CONCRh'i'E-

  • SOLID BLOCK C A B LE VAUL'l 2500 PSI 2500 PSI NET AREA ( Typg y}

ASTM C145, f'm = 1550 PSI -

LIGilT WEIGilT CONChETE-FUEL BUILDING llOLLOW BLOCK . 750 PSI 2000 PSI NET AREA (TYPEil) blTM C90, f/m = 1000 PSI NORMAL WEIGilT CONCRETE" is SERVICE BUILDING g/32 DURO-WALL llOLLOW BLOCK WITil CONCRETE 2500 PSI psi A f EL 713 '- 6" FILL (TYPE M) 33'350 PSI. (YlELD (SB1) 2500 PSI NET AREA STRESS)

ASTM C90, f'm = ISSO PSI LIG!!THEIGilT CONCRETE-IIOLDOW BLOCK SERVICE DUILDING Ar.t.s-Sn 3 -8 , 9& 12 AT EL. 722"-6" 2000 PSI NET AREA (TYPE N )

^ '

735'-6" WAT,T,S WAMM (SB3) -

700 PSI NET AREA ASTM C129, f'm = 500 PSI 6

  • NORMAL WEIGilT CONCRETE = 135 LB. PSR CU. S'T.

, LIGilT hF,1 Gilt CONCRETE = 105 LD. PER CU. PT.

REV. 1, MARCII 12, 1981

s. .s .

g.

4 FL AT HD. EXP.

,. s ANCHORS 8 24 0.C.

EL.726'- O'y N LI xl x CONT.

.(TYP. FQR y/KLLS A61-10 4 AP;!-191 '

AA WIRE PRODUCTS CO.kl6 L BARS BETW'N

  • WYTHE5 @ 16' VERT. 3. 24" HORIZ. SPC. 2i CONC. BLK. WALL W/ STAGGERED VERT. 6 12 INTS rDURO-WALL TRUSS

< - / EXTRA HEAVY NO. 8 j E. 3/g SIZE RODS NO.9 GAL.

0(TYP)9 -- g__1 Dl"AG; FOR EA. COURSE a .

u_

o-. . - 3 .-

. G 8 VERI

- TOP OF SLAB h, MIN. =h I-ROUGHEN FL. SLAB PRIOR

<[, l TO INSTALL OF BLOCK WALL (TYP. FOR ALL REINF. SOLID BLK . WALLS) i 4

CON C. BLK. WALL 7 ANCH( RS TO BE SECURED TO 306A r L DOVETAll SLOT MANUFACT. BY HOMMANN RC.WALLg , '.* ,-

4 AND BARNARD INC. OR EQUAL OR

. Ma . . _ WELDED TO EMBD R. AS REQD BY

.[ . MI!' h DRAWINGS.

I DOVE. Tall ANCHORS *l2 GA ,

l VERT.

W4'!:r.SY2' EOR REINF. SLK.CORRUGATED WALL 5.16 @ ) VERT.

FOR NON .REINF. SLK WALL UNLESS OTHERWISE NOTED.

(TYP. FOR ALL SOLO BLK. WALL 5) 1 l

-~

, mur i

(~

csec,co _. TYPICAL DETAILS [5c^'c: NONE l c = accr .. BV-1 MASONRY BLK WALLS lo"c 10 80, ApPRovCO M.I

  • se:LICH N U M'.3 C R E CvisiCN S .hl !h! lbf  ;

ATTACIP4ENT E REY. 1, MARCH 12, 198.

. HOLLOW .

CONC; BLK. WALL (FILLED')

' rDI)R WALL STD. TRUSS

/ 16 TYP. ON BLK WALLS

~

4'_O" m s I

i N

i e y T EXIST. EL. 71 $- 0" l 1 's.'C = 1. Xls' C1WU1$

NEW 6' CONC. FILL- ROUGHEN EXIST. C NC.

j ,

-MORTAR BED i TYP. FOR 58 l - 3

. RLLED NOLLOW CONC.BLK. WALL 7 DU R - O -WALL STD.

,. s /.

'- " ~

TRUSS @ 16" T YP.

ON BLK. WALLS

~

t i

~

  • 4' _ o"
r

! - rMORTAR BED l  : 9 r ____ T - .

TOP OF EXIST CONC.

' 7:, a s-

's . '. ' FL . E L . 713'- 6" 4

ROUGHEN CUi' FACE j FO R CONC. BLK. WALL

! ~

i TYP. FO R S B-l- I .1 -2, I - 4 i

i TITLc

! .- c cc<co TYPICAL DETAILS Sc^'c: NONE ,

c ""'C' BV-I M ASON RY BLK. WALLS 10-20-80 __

l appsovco gg,Q wc'ex Nuvete 8 4tvessoNs ' @l f@i @i i@.

AT'"ACHMcNT E

! RE'J . 1, MARCH 12, 195

., s. ~

I ROLLOW FILLED CONC. SLK. WALL " /- DUR- O -WALL TRUSS

/

4 EXTRA HEAVY NO.8 l 'l

' ' ' 3/16" SIZE RODS NO.9 GAL

?

DIAG. FOR EA. COURSE

@ 8' VERT.

98 (TYR) '. .~ '

a .-

..;..- -TOP OF SLAB

. y 2 in

- MIN. '

2

= I 2'-

j DETAIL FOR .SBl-6 THRU SSl-15 i

i m'c i i sc..r NONE

- i cmcc,co 1 . TYPICAL , DETAILS j u"'

d CORACCT B y.- l MASONRf BLK WALLS .

10-20-80 e.rpsovco 5"" '" "*

_.. . .. G H . 3 iacvisCAsl@l lhl Ib! -

ATTACHMr.IT E REv. 1, MARCH 1?, 1981