ML20076K022

From kanterella
Jump to navigation Jump to search
Forwards Draft Rev to Request for Addl Info 210.82 Re Balance of Plant Supports Designed to Subsection Nf & Related FSAR Page Changes
ML20076K022
Person / Time
Site: Limerick  
Issue date: 06/29/1983
From: Bradley E
PECO ENERGY CO., (FORMERLY PHILADELPHIA ELECTRIC
To: Schwencer A
Office of Nuclear Reactor Regulation
References
NUDOCS 8307070286
Download: ML20076K022 (5)


Text

-.

u PHILADELPHIA ELECTRIC COMPANY 2301 M ARKET STREET P.O. BOX 8699 PHILADELPHI A, PA.19101

'"*""",7.,*.,,".,,^,".,.'.".'.'."'

s2is e414000 EUGENE J. BR ADLEY

...oc e... e. es.. 6 c ow..

6 DON ALD SLANMEN MUDOLPH A. CHILLEMI E. C. MIM M H A LL T. H. M AM E N CO MMELL PAUL AUERB ACH e3-.

...............s.

EDW A MD J. CULLEN, J R.

THOM AS H. MILLER, J R.

IREME A. McM ENN A

...........6 Mr.

A.

Schwencer, Chief Docket Nos. 50-352 Licensing Branch No. 2 50-353 Division of Licensing U.

S.

Nuclear Regulatory Commission Washington, D.C.

20555

Subject:

Limerick Generating Station, Units I&2 Request for Additional Information From NRC Mechanical Equipment Branch (MEB)

Re ference :

Telecon, J.

L.

Phillabaum and J.

F. O'Rourke (PECO) and R.

Lee (NRC/MEL), June 24, 1983 File:

GOVT l-1 (NRC)

Dear Mr. Schwencer:

Enclosed is a draft revision to RAI No. 210.82 and related FSAR pages containing information requested by MEB in the reference telecon.

The information contained in these draft FSAR page changes will be incorporated into the FSAR, exactly as it appears in the enclosure, in the revision scheduled for August, 1983.

Sincerely, 0307070206j3Og2 pDR ADOCK PDR A

Eu ene J.

B adley llDil/gra/69 Enclosures p\\

Copy to:

See Attached Service List

s

\\

l 4

i cc: Judge Lawrence Brenner (w/o enclosure) i Judge Richard F. Cole (w/o enclosure)

Judge Peter A. Morris (w/o enclosure)

Troy B. Conner, Jr., Esq.

(w/o enclosure)

Ann P. Ifodgdon (w/o enclosure)

Mr. Frank R. Romano (w/o enclosure)

Mr. Robert L. Anthony (w/o enclosure)

Mr. Marvin I. Lewis (w/o enclosure)

Judith A. Dorsey, Esq.

(w/o enclosure)

Charles W. Elliott, Esq.

(w/o enclosure)

Jacqueline I. Ruttenberg (w/o enclosure)

Thomas Y. Au, Esq.

(w/o enclosure)

Mr. Thomas Gerusky (w/o enclosure)

Director, Pennsylvania Emergency Management Agency (w/o enclosure)

Mr. Steven P. Hershey (w/o enclosure)

Donald S. Bronstein, Esq.

(w/o enclosure)

Mr. Joseph H. White, III (w/o enclosure)

David Wersan, Esq.

(w/o enclosure)

Robert J. Suga rman, Esq.

(w/o enclosure)

Martha W. Bush, Esq.

(w/o enclosure *,

Spence W. Perry, Esq.

(w/o enclosure)

Atomic Safety and Licensing Appeal Board (w/o enclosure)

Atomic Safety and Licensing Board Panel (w/o enclosure)

Docket and Service Section (w/o enclosure) l l

4 LGS FSAR C

00ESTION 210.82 (Section 3.9.3.4.6, Page 3.9-80)

Have BOP supports been designed to Subsection NF7

RESPONSE

The BOP supports are not designed to Subsection NF.

For the pipe support design, ANSI B31.7 is used for nuclear Class 1, 2 and 3 piping and ANSI B31.1 is used for non-nuclear piping.

A W And NSS$

The stress allowable values used in the design of ipe supports are within the limits provided in ASME Section III, Subsection fs}ues 3,9-9 shoug f k e j y yp*g y g*c f,.o g ( Qe faf,wgg,,

NF.

piy s suproris ad suppedty

.sievet.ure.

l

(

1 0

6 Rev. M 83 210.82-1

o e

BOUNbARY

~

h N

i x

I I

l

-I- \\

l Jul o* !

0t-*Gm s '

p SNUBBER m

AISC -

831.1/831.7 t

I Y

BOUNDARY A twX F LE VATION ELEVATION 4-X (H ANGE R) iO RCE (SNUBBER)

FORCE BOUNDARY BOUNDARY p

A A

BOUNDARY h AISC

- AISC B31.1/B31.7

'S l

l 4

l

\\

n R

N H>[+

--g I'

l g

I m

I 2

l l.

i l

L l

l l

BOUNDA RY AISC JL Jk A

l ELEVATION I

1 -

BOUNDARY B

( ANCHO R) thX FORCES FORCE MOMENT ELEMAT1Q_N BOUNDARY (TWO-WAY REST R AINTS)

FX FY FX FY FZ MX MY M2 A

^

B INDICATES DIMENSIONAL LOCATION OF B31.1/B31.7 ELEMENTS I

    • INDICATES LOADS IMPOSED ON THE B31.1/B31.7 BOUNDARY l
  • *
  • INDICATES B31.1/B31.7 BOUNDARIES (INCLUDING WELD,IF ANY)

B31.1 CODE FOR NON NUCLEAR PIPING SYSTEMS.

l SNUBBERS AND COMPENSATING STRUTS ARE CONSTRUCTED TO THE REQUIREMENTS OF ASME SECTION lil,, SUBSECTION NF.

LIMERICK GENER ATING STATION UNITS 1 AND 2 l

FINAL SAFETY ANALYSIS REPORT

/

JURISDICTIONAL BOUNDARY BETWEEN PlPE SUPPORTS AND SUPPORTING STRUCTURE FOR SUPPORTS NOT FURNISHED g g WITH NSSS S

FIGURE 3 9 9 REV.

83

2d-w.

-.--.he a_

a_

m

.__A-.

4..k i--_+

.a4 4

.m..

l J

l y

~

hhres: p) ra n narroa or tvu.

pewersan a wnos _oa m.

exten.<y norsvar. c warruen ast.1, ast.7,

..ex Azsc).w ma cuss a)

Pire-

.s y w o s r.c sWna. se ennwa oace af - -

. _M r..n PT m

viwsuy ammaen nmer-.

c..

..nfres As-ranr _of rwr Is~z rxeexAM.-

m-.-e

-ewe 4

.m w.me w

+

aruan runa Fvu ycuernanos wer.ar,wcumws 7Nost tarTHW AISC rt a r.r p ic n o w n s.. B o v " A t Ri C r,

.rNnu.. ac vt.rvnuf evsmieck _xt_Pnw of rwr I S E.. PA o4 RA M.

-et nu. - waar.. Wetuous wast -ima-ATsc-.. -_

7vttsDA:7soM<t... SovaneptrS, SHAlb BC vt.stMy----

.. __ _ ermim ar mar oe rue

.rst _eso<.a.<w. _.

m

-g.

a.ee.

e

,-i-g-=

..-- - - =-

w.-

m.-

-~.#

m....

g m.

w.

..,.-%m

.. -. _ _. - - -. -... _. _ _. ~ - _ _ - _ -. -...

l

.+._-.,.e__e-Ng.'=-+19*

+6Pa*-*--*

  • W'EE

"*N**44h'-9T'

    • 4' h"N*MF+*

M

=====h

=

N-h e'-

N='+

._y__

-. a.

-- - - - - --7

'-- - w

-'r--e v'---

N-

r--w='

'-~ ' - - - - " " " - - ~.