ML20046A219
| ML20046A219 | |
| Person / Time | |
|---|---|
| Site: | 05200001 |
| Issue date: | 07/08/1993 |
| From: | GENERAL ELECTRIC CO. |
| To: | |
| Shared Package | |
| ML20046A212 | List: |
| References | |
| NUDOCS 9307270107 | |
| Download: ML20046A219 (38) | |
Text
{{#Wiki_filter:_ _ _ ABWR SSAR Amendment 30 - Page Change Instruction The following pages (11xl7 foldout drawings) have been changed, please make the specilled changes in your SSAR. Pages are listed as page pairs (front & back). P,old page numbers represent a page that has been changed by Amendment 30. REMOVE ADD REMOVE ADD j' AGE No. PAGE No. PAGE No. PAGE No. CilAlrrER_1 CIIAITER 6 1.2-34, 35 1.2-34,35 6.2-90,91 6.2-90,91 6.2-91.1 6.2-91.1 Cil APTER 3 6.7-4 6.7-4 Add 311.1 101 thru 3I1.1-110 CII APTER 9 Add 311.2 37 thru 9.1 23, 24 9.1-23, 24 311.2-46 9.1-24.1 9.1-24.1 9.1-25 9.1-25,25.1 Add 31I3-36 thru 3113-41 9 3-22, 23 9 3-22,23 9.4-10,11 9.4-10,11 ClI AIrf fR 4 9.4-12 9.4-12 4.6-24, 25 4.6-24,25 9.5-11 9.5-11 4.6-26 4.6-25.1,26 Cil AITER 20 Cil APTER 5 203-143 20.3-143 5.1-5, 6 5.1-5, n 5.1-7, 8 5.1-7, 8 5.1-9, 9.1 5.1 -9, 9.1 5.1-9.6 5.1-9.6 5.4-47, 47.1 5.4-47,47.1 5.4-48 5.4-48 5.4-53, 54 5.4-53, 54 5.4-61, 62 5A-61,62 5.4-62.1,62.2 5.4-62.1, 62.2 5.4-63, M 5.4-63, 64
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. ~. -- 0 W ATERDROOFING TO GRADE LEVEL ; . .
TOC EL 7900 Tust , Y TYP FOR ALL Ig Ex1ERIOR W ALLS --- ^
^ ^
imie= l
'9 TIES eHOR x 250(10") 300(12")
TYP VERT . *f . -- Y I FRou EL -8200 . . TOC El 3500 TuSL TO EL 12300 - N x gI r g i
*18 HOR C 300(12") 1 '
l (TYP UNO) b .'
,, j *18 VERT c 250(10") -
(TYP UNO) .- , < TOC EL -2150 TuSL lt .
' : . _ _ . . _ i
. E
- u. J :: ""
c '9 TIES l e 500 00 1 E w S EtE~01E3 \- N l *18 250 no, . p( E w, T LB n-- , ,/ - j,, *00 Et -8200 TuSL , o..
\
N -,@,3;
=
w .
$ W w AT E RPROOr NG Dt ' kt sat
&\ WATERPROOTA i n v.g3 23
ABWR 23361oots S.tandard Plant nny n ttDiLS: 1 FOR GFNERAt h0TES Ae6pFVIATONS A8tD 800 *t8 e f50(6"1 avwho's 8EE '*sunt an s.si 800 TLS (2** 7%") (2* 7'/[') 3 af EhetEDDED STnUCTimat STEEL I TOC BEAAG k6mPORCEMENf GNauSE I C **'**"8'"N uGMTwE9fAedWE95. EL 22750 TuSL 1 .. ] 3 WATER STOPS S,*ALL DE PROVIDED
- g, d e AT ALL CONSTRUCTKnN Josaml OF N!
- : ___ ' * [" ' .tg e 75000-) igg
/kett TIES c 300(f2")
, W WM WALLS BROW GHADR
---- ---- 8h X *11 TIES C 25000") g
.. .. . ,m n n n - w., e 4 - * !.
*18 e 230(9")
M .p TOC
.. e EL 18250 TuSL cr uA
- o'/" , . , T,Es e 46008") E
- APERTURE
_ i; CARD
* ~
9 wA. . - . A. A..: . . r_ _._ h fS9 Az, 17 ! *11 e 305M2")
^
% Ew, T&a, (TYP UNC) A r'erf urc C;1rtl-
, " Toc Et 13100 Tust h *{
.* -~ -p 5 c
.l .. n C-.:____-__i
~
l s.,[#**Dy
- tS HOR c 25000)
~~ Ms
" ; +7 TIES o 250(10") ,I.
[I y 3za
;.. a. %
3 VERT X 4 00(16") NCR ja *18 VERT c 200<8") h h _ ..e v. I
.: .: : 'i : : : : . i 1h-
. . . i.
9 . .i ',; f, .. e Dem-.m_, , . - - - = - w-..,'.,,.e.. ,.%. ,%
~-
3. p ::: .. W - a ) I -
, .. .r
.. 3.}
x Af?= . t
+
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!, 9307 270107-
'4 4W 1__ ~
'- pwfu / /
wasmewdfw swr ,as Artmcene g3_fD ~ = e ~ == nu y a Figure 3H.2-30 CONTROL BUILDING - DETAILS Amendment 30 311.246
W em e
't,, Kh- 0 8 9 60400 (198'- 2")
600 10000 11000 12000 (1'- 11% ") (32' 9%") (36'-1") (39'- 4 '/2") I
- e i e l I I e 8 '
1 SEE EE$ (SM 8 7 l l I C e , i g _ _ _ _ _ _ 9 -_.________ _ _ r _ _ _ i 1 1 _ _ _ _ _ _ _ _ _ _ _ i A i l l 8 rA i. l l i l Q 3-26 ! i i g "g i l l *18 e 229(9") (T&D) l l g _____ _ _ _ _ _ _ . _ _ _ , _ _ _ _ _ - _ _ _ . _ _ _ _ _ _ _ _ - _ _ _ _ _ i i i r l l l o f 8 8 8 8 ? I I I 9 4 i , i
~
l l l i . . gg g_. _ _ _ _ _ _ _ _ j _ _ _ _ _ _ __ _ : _ ._ _ _ _ _ _ __ _ _gp _ _ _ ____ _ C i I [ ,,
' l l
_ c
' D '
o k ' 8 e I a l 9 & l i ~ i U i l l l . e. . _.f._ _ _ _ _ f _ _ __ _ _ _____ __ _________}
' i rth I
! ' l Q3' 27 i .
r I O N l s j 8 e , 9 h C l t I i , l I i l g- ' a ___L_- :----- - a a____________ e 8 ? SEE eel (SN t
'8 C SHEAR TIES e i i
CONCRETE Bs TOC E ss %
ABWR m oiO0 e J Standard Plant RPV.A NOTES:
- 1. CONCRETE SHALL HAVE A MINIMUM 44 ,a pg ,
O 90 DAY COMPRESSIVE STRENGTH i s C (Fc') OF 4000 PSI.
- 2. REINFORCING STEEL SHALL CONFORM TO ASTM A615, 9000 11000 6200 600 CRADE 60 (29'-6%O (36'-1") l (2 0'- 4 %") I (r-11%"3 3. GROUT SHALL BE NON SHRINK l
l 2800, l TYPE WITH A MINNUM 7 DAY a l i COMPRESSIVE STRENGTH OF s (9'-2%-) i $O00 PSI. ItON M f SEE SECTION M l 1
- 4. ANCHOR BOLTS SHALL CONFORM
\,3H.3-27 8 (SIM) Q.3-2 7 TO ASTM A307 OR A36 UNO.
l _u_ w ________u_____ 6- ^ RN IN 4___ -_ C O
,. l l l h k$ UNTIL ALL STRUCTURES, 3
j 4 YN EQUIPMENTS AND BULK
- l. l c w a COMMODITIES ARE IN PLACE.
, O "#^ 6. FOR ABBREvtATIONS. SYMBOLS l E ?NC AND CALL-OUT INFORMATION, 4 I l -
sEE FIGURL 3H.313.
;- i i i i .
g. _ _ _ _ _ _ _ _ __.______2__ _n_-_--- I
! ! I e i i e si
! ! c APERTURE I ! ! I CARD
. , , I__!
ft _eL _ _ _ _ _ _ _ _ - _ _ _ _ _J .__
; E y- +i '
i ? 5 uus AvaHaNe On
-i I : y e r,t l l < w l , i
, j a
; I I
i e I Li;- I . l . l _ 2 _ _ __ _ _ _ _ _ _ _ _ . _ _ _ _ _ _ _ _ _ _ ___ A l s lQ3'-27 l t l 3 i
! ' I I 1
- i i g Eg j i l l c Y" 1 i , e "-
8 '______l._{___.________.nl_____b _. 3 "N ? l '
- 1 t l
FlON M ~ ~ SEE SECTION M (S;M) D-Q.$ 27 Q.3-27 99 (27") , 1 D30727 0107- I NOTES: @EMAT PLAN' A S B D ON WSL scat ,,m
- 2. AI.L WALLS ARE NOpSHOWN m ,a , , ,
, ( 31500 f OR CLARITY. - _. - Figure 3H.3-11 RADWASTE BUILDING-REINFORCED CONCRETE BASEMAT Amendment 30 3H.>% - i p 'n -1ir -I -
. .. ......,.m_h
1 4 z 9 9l. 9 I 59200 9- O { (194 -2 h") 10000 11000 12000 9000 (3 2'- 9 %") ( 3 5'- 1") (3 9'- 4 ") (29*-E%t)
, , i , l78D r l (9'-2d l
oN l c :- L6x4xh(Etw Sf0ES)j ' SECTION h ! SCE DET AIL M - b QM.3-28 \ i l j- . I I \ l
- I eV --
i
* *t$
O d w;7Y146 _ j {" r w 77x144 w?7 x194 w?7Y14 6 i o h$ ~
, 305(12") ,
l Q3 26 Y
~ " -
E , p - l
/\ s i n,g _ _ _ _ _ _ _ _
90 OO y no YA no ! W14 y398 3 COL. (1YP) o DO 00 DO 00 U 9 l E6
~ '
00 - 00 fN- DO 90 l
" 44 " -16/16 GA,
] uET AL DECK (TYP) gg._ .__ ____ _
m I nc " I
- z N b
m ] ELEVATOR SH AF T
, g 00 00 DO 00 0
o 9 E ,1 J l IMl
-a-
{ ,0 00 I 00 / l 00 00 -q
, M Stu. b HATCH
) ' g3 28 OPENINO l
g _ _A_ _ _ _ 1 m z m I m 4 I J *
-27 g 28 c v - no 99' o 2$ ~N / Cf-e ELEVATOR 8 ?* LJ ST A;R SH AF T 9 6 w? 7 x14 g / N- w77x194 w? 7 r14 F, y W 2 7X194 g _ _ _ _ _ _ l .J.. -
, T . ,
l,l l I I l ' 600 I,f 600 i l tr 1P/s") I ~ (T-11%") l l Sgt SE C il0N .' (SIM) Q.3 27 I , STRUCTURAL STEEL FRAMING PLAN T TPCA. FLOOR: EL. 21000. EL.12300 & EL. 4800
- PESPECTIVE TCS: EL. 20E00. EL.11900 & EL. 4400
- A1 EL 4E00 NO FLOOR SL AS BETWEEN COL LINE$ F l
l
ABWR - :3^62=^s PIV. A i i Gitandard Plant ; 1 NOTES:
- 1. FOR NOTES SEE FICURE 3H3-25.
l- h ' h - 'h h 2. SLAS AND STEEL FRAMING ARE CEstGNED FOR AN OPERATING f l Live LOAD OF 1.221 t/m2 ' (250 PSF). STEEL DECK IS 30 11000 6200 DES:GNED FOR A CONSTRUCTcN -S%t) (36'-1") ( 2 0'- 4 %") '.0A0 OF 0.245 t/m2 (50 PSF). ,
-! 2800 i' , i 19'-2%") l l i
!' SECTION M i 600 i W SEE 7 .i (SM Q.3 27 l n'- MW) g U*- MW) l 3 I i ,
0.r :l -io. . t . . . g_ _ J :. ) T146 ^ W77Y194 W77Y84 ,. j
^
@f-*8 c 30502") :
, l .
N i ) . L 00 DO l 7 - 00 00 7 7 , _ SEE DET M b [ (IYP) QH,,I-28 , E 1 00 00 - [
" 00 I I _ ..
5 3- Oc , L4X3X%tNh5 510ES) 1 MAICH co ' j SEE DEML M Q ] OPENING - - r QH.3-2 8 i 7- 00 0~ 0 t APERTURE u l CARD- i D .: I 3 I so A . A no - - A Also AvailaNe On D D Aperture C:rd
, no % 3 27 DO ,
U n46 w77x'94 w;7x84 T E e E
=
b - t 3
,J.
1 i I e-o ij, l S $ SEE SE C itON M 7 1- (Sw \,3H.3 -27
-I No1Es.
- 1. ELEVATIONS ARE BASED ON TMSL, -
93072 70107- ( N'
- 2. INTERIOR PARTATION WALLS AFE goo w NOT SHOwN FOR CL ARtT y.
4400 , saa 3 30o L ' LINE$ ' R. A TO R.E AND a.5 t o A-6A. , , , , , , ,
-1 d
Figure 3H.3-12 RADWASTE BUILDING-STRUCTURAL STEEL FRAMING PLAN-TYPICAL FLOOR ,g,3, . amnamcni 3o
=- d i l ~ (v--
)
e e e e q
$9P00' l (194 '- 2%") '
10000 11000 12000 9000 F (32*-9%") (36*-1") (39'-4%") ' (29'-6%") ' l l' l l o
' ' SEE SECTt0N M J
@; w l l t
SE T g_3,gg \ T Ws QW ( I
~
, ,y W97Y146 w?7x14R w?7x146 w? 7x114 NW 305(12")
8 %'g A conc. SLAS
]
(T Y P) ---- 8 3 26 00 00 00 5 00 1 Q o- W c .
" M %
}
00 00 00 20 DO' _,,, g 7* 7
' W14 X398 3 COL. (TYP) 00 00 00 00'
_ g ' o kN 8e 8 ?E d?' 3 00 9 h6 sT 00 00
-- DO
~
A4W" *16/16 CA. [ hh ) WET /4. DECK (TYP)
" * " oo ~'
g_ _ _ _ ____ _ _ _m_ I e I I 8h w 00 00 00 8 g , 0 8, 00 _ N
~ o kN 8 '" E 7 3 9 4o 6 00 00 00 00 ch n 4 ($\ Slu.
Q3' 28* g -4 - I I i I ' h } no S!u. go Q3 28 - 00
$ Q3 27 90 o b \
STAIR
/
8 ?m ] # \ 9 k,0 W77X14 6 W77Y146 ' W27X11 n w27x146
)
g . _ _ _ _ _ 600 ! l l. j I (T-11%") SEF. SECTION M (SIM) Q J-27 STRUCTURAL STEEL FRAMING PLAN AT ROOF (i TOS EL. 27600 w%
ABWR M6100AS Standard Plant REV.A NOTES:
- 1. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM Ab72, CR. 50. !
- 2. ALL CONNECTION BOLTS FOR STRUCTURAL STEEL SHALL BE i i
ulN %" DIA AND CONFORM TO h h' h ASTM A32SN WITH THREAOS INCLUDED IN SHEAR PL ANE UNO. i
- 3. WELOING SHALL BE PER AWS CODE 01-1 USINO E70XXX -
ELECTRODES. 11000 6200 4. MET AL DECK SHALL BE EP4SO-i 16/16 FURNSHED BY EPIC g, (36' 1") ( 20'- 4 %") WET ALS CCRPORATION OR g") l l APPROVED EOUAL. i i 600 SEE SECTION M 5. PRE-DRILL HOLES IN METAL DECK i (SIM) Q.3-27 l l (1'- 11%") TO ALLCW WELCING OF STUDS AT ROOF LEVEL ONLY. I g a2n,as w2nea -g f-*SE.w.(TtB) c 305(12") l ('Y"' [ _ m m SI ~ E APERTURE mI I- -- CARD SEE DET M == E
'f (TYP) Q3'-28 Also Availabic On
[ Aperture Card 00 00 b =I I --
.E DO 00 fL4X3X%(NLS SIDES)
/ SEE DET AIL [7\
/
QH.3-28 00 00 b
- = I Ii '
. -A
/Ps [ -l
~ 9 Q3-27 DO [ w?7X146 W77Y84
.T .
M I y I i f i 1 Fs* c Sgg SE CTION M E 93072 70107 - (SIM) Q 3-27 - 4 NOTD l ELEVATIONS ARE BASED ,pN TMSL. gc,Lg ,,30o )
== M's l 1
Figure 3H.3-13 RADWASTE BUILDING-STRUCTURAL STEEL FRAMING PLAN-Amenameni 30 ROOF EL 28000 mm 3ng3_s,,_
i R m
$g700 (19 4 '
- 2 )4")
3 10000 110 0 ' 12099 gcoo (32'-9h") (36'- t"; (39 -4 y2") ( 2 9'- 6 %) PARAPET ' I 8 : EL 29000 l l l l poor 4 3 I LP [L 28000 }l H AT CH l l HATCH l J .d-a 6 T 000 1 t l ( 1'- 11/2 ") I _ l I
~
! I s ,
I I I FLOCR I El 21000 I - I L } T I w27 (TYP UNO) : T I
, i I
, i I
g i I t I
, I I I ElOOR I EL 12300 1 I w ---ym--- ' -
l , ,
< i i T. T -- CRADE EL 12000 1
l 1 l l u- f 1 , 1
.'i- g i
FLCOR 3 y a 3 ~ ' EL 10300 - 1
- l. g ; ..
1 I FLOOR d I [#- I I El 4800 -l - f'.i ~ I - I r 3 I l y 't
- Uh", J J
,,e,, , o o i a.m ce_ .
o u _m u C3 ~ 10/4") l J ,l isi' '
- 1 FL COR *
., m .- rt 'anac ~
FLOOR 3
' ic i gd- -* I - " E i EL t-) 1500 l 4 L 's - 2 1 g' s ; ,. -
- - - )33;g- -
n s a . . . nu= . . : . . .
, - ~ . - < . , ,
k.1 $l.W:1. 1 I l ys .c , - e n
; IX16 l l wrc.
m 7..y .- 1, .9.s r I $!!k;^ W:.%e - L : s.,-
?AI$M'd J
- 17't ri t.4..? " ' ~
Eh? KU.lON
- p. ,
w ga n - nn vme: ppe~
;;i6:
' 5;t:'?
~ g ?t pic=z. ,
3rw r . p%m_e> - s
..p,,.
.Y. 72 bel /+
y [ _- se , ..-.
.s "r
. e*
2* V L
- [y*3.. y"e ~ --
.. gvawm . '~.
? J,717'.,7 1 3.-
es' * * . -
f i 23A6100AS Standard Plant RW A notes:
- 1. FOR NOTES SEE FIGURES 3H 3-23 AND JH.3-25.
O O O 00 11000 6200 ii%") (36'- 1") (20'- 4 %")
- +~--
i i ! - Sli " ll l lr APERTURE i ' T PARD I ' {~305i12") CONC. SL A8 1 600 METAL
.J.?Opf3 Q 8
- C1 "1 '8 hISO AV2il2Id*()n
, - - - - - t t t \ -', ,.,a d
)
t 1 T i - {305(12") CONC. SLAB I
, W/ 115(4 %") l METAL DECK (TfP M.L FLOORS) l 1 I I I i t CRADE EL 12000 1 l N i i J ; - -
l- l I \
', , W ATE RPRCOF
! I * ,r MEMBRANE (TYP) l 1 O O g i 1200
~~
', y l, 3 i f 3'-11%")
! 5 E 1 *i' i !
3'
. ' ' ' , * . . ,,.{ 5
. . ..t j v -- .m ~ _ m.m, v.
I I f 3 l i f I
~9 3 0 7 2 7 010 7-NO TES:
g 1 ELEV ATIONS ARE BASED ON Tust. 2.1NTER!OR P ARTliiON *AI.LS ARE 5300 NOT 'SMCWN FOR CL AfhiY. #*"' MS **W Figure 3H.3-14 RADWASTE BUILDING / CROSS SECTION A-A Amendment 30 3H.3-39
f .. e- % 200 1 8 400 P AR APE T
#7%") j j (1'- 3%")
EL 29000 r D *8 0 305(12") k 9~ EF & EW ROOF T l LP El 28000 I n 11
- l. ,
i W27 a b
*iB C 457(18") N VERTICAL (EF) -
- + -
600 T*~ (I'- 11W") FL OOR El 210C0 u i
*18 c 4 57(18")
HOR;ZONT AL (EF) D-<L 4 P [ ' 'N W27
% DETM M ~
C'J T OrF El 17786 - - (T YP) Q.J28
- - - (ALI OMS) _ _
+ , _ _
W E<
*18 0 229(9") *8 (TYP ROGF ANO ALL FLOORS) FLOOR g VERTICAL (EF) - -
1 EL 17300
, a ,
N t . u p W77 i I e" x 9 x
- [?'/l
- I h *18 e 229(9")
s* g VERTICAL (EF) 4%" MET AL DECK \
" ' (TYP ROOF ANO Y .
x $200 x n FLOORS) R n (3'- 11% ") N *18 c 4 57(18") FLOOR o 8 HORIZCNT AL (EF) ;
/
EL 4800 g m W W t-w ... s O
$ E #
w Y 'N5 tr . ._ l
- - U$ , : -
e * $ < d / ax ! 1 : EL E00 0" _
' N h w. , b 2"{
k *18 kh m p b 76 (3") CLR COVER BASEMAT EL (-) 1500
%3-28 ,
I f j j [' ' '\ { '\ 'Y '\* W ', N ' 7 CJ ' l W AT ERST OP SEE NOTE 2
*18 0 229(9") r HOR;lONT AL (EF) " g g o
A e o m .
}
PROVrDE 8 SHEAR w ATERPROOF TIES MEMBRANE (T YP) m , un.v. NOT E: ELEV ATIONS ARE BASED O{ SECTION /D'N .
- 76 (3") CLR l 3g W * '* Q2 rs.24 . rs COVER '
. w.
. . _m. . . . _ _ . _ . . . . _ . . - _ . .- ._ ..
ABWR 23462oo42
~-
' Standard Plant REV.A ,
NOTES:
- t. FOR NOTES SEE flCURE 3H.3-23.
- 2. ALL CONSTRUCTION JOINTS BEL OW CRADE EL. SHALL BE '
- " ~ ~ ~
PROVOED WITH WATERSTOP.
- 3. CONSTRUCTION JOINTS SHOWN ARE TENT ATIVE, SUBJECT TO ;
CHANGE BASED UPON CONSTRUCTION SEQUENCE.
- - i w27 '
l
\; -. :
C
-+-.-
9 . m- ; 1
- . i W27 [ [
OETu /T'N \ , g., . l 9 (S ) w ,8 s _ + m. si r
-+--
l-APERTURE : l CARD 't { CROE EL 12000 I Also Availabic On wA L 11 90 e-W27
.\pergg7g {3rd l
.j.
h 2-*18 e 229(9") i 4 a e VERTICAL (EF) - 4 M " '
% 3'28 l f l t <
Y ! l_ t l j i EL 600
- I h 5
, , t l *18 SPACER BARS
. (TYPI ,
V . . i p P e i s' ? v~c- -v .-v 9307270107 - j , TMSL. SJCTION /TN
- scAtt een sca.s on Qs-n.ss s se Smit AR TO SECTON D. EXCEPT AS NOTED "_." ;
Figure 3H.3-15 RADWASTE BUILDING-EXTERIOR WALLS-SECTIONS Arnendment 30 3M M _ __ . . _ . . -- , -- .,_ ~ .._ --, . _ . _ . _ , - . _ . . , . . - , _ . - ,
~
i C'
%*e x F*HEACED 'S N{u"I 5 7 UC5 0 4 5 7 u R > C.C. " +8
/'
(AT ROOF EL. CN Y
% *XE* H[ AOED :::
CONCRETE / SI UO S O d 5718 8') Sg 0.C, ( A T ROOF EL.ONLY) __i . > E: V ARIE S
/_ .
./ --; ' _:s . -_
g . ;f. L-- k= 1 pf ,. . s ,f -t MEi A;. Di CK ' / / , 327 W27
-f wg7 wg7 j f L
W33 OR W36 g=====j SECTnN .@
~
!!CTION _@
Gh Q2 '22. 3. . n m 5 Q3 n. v. a n l a l O'JTSIDE FACE OF , spoo c3>.gi% ; . EXTERIOR WALL 200 &- f l% *) , W'27
' DUTS10E F ACE OF 76 , Ex7ERIOR WALL l 51 St- . 76 (37 CLR I (27 CLR (2*) CLR (3-) CL R t -
' t-n 1
. .. 2 2 TYPICAL
- M
*O LHEAR
- TIES
.g 3gggq .. . 2 TIEE%
m
'is 93 '
Mc9 DAR$ j
, g
! HDR BeM
.. y x
) k
)
j[I" 11 , 1 i
*IB
' *ie
,j' 'b vl4T. BARS t VERT. BARS *18 W33 OR
-i H 'H VEaT. e ARs / w36 i
rtres O trcON A tut w Q2.s r wm Qw TYPICAL BE C
ABWR 23aamas Standard Plant REV.A ' l NOTES: ( BEAM AND 1. FOR NOTES SEE fiCURES 3H.3-23 25 II*) 25 fi"! I BEAM SEAT 25 (1*! AND 3H 3-25.
- ClE' 2. HEADEO STUDS SHALL eE FURN-I ys f r- MER, ISHED Bf TRW NELSON OfV:50N..
t
. DECK OR APPROVED EQUAL ANO f a TCS (VJ@ES) JNSTALLEO IN ACCORDANCE wiTH
" ? ,* ,
M "" *"" **@o* M - \ t'xe.YNCson- - l[\ , R l I W27,W33 09 W36
-c>e '
- 3. ALL BE AM TO BEAM AND BEAM TO COLUuN CONNECTIONS SHALL BE BOLTED PER A5C TABLE IL M 3
- L 4 X3X /3 (LL V) ,
di ce =s A
' BEAM M ( SLOTTED J - - .
SEAT DETAL M N m W212 a is = HCLES -}-4g l EMBEDDED PLATE
^
cE, t m sc-
" " * " APERTURE ,
CARD
" 2s n 3 y3c, Available On !
f E a.d % err nl uETx.cECx Aper:ure Card
.g . ANCHOR BOLT
~
2t!.tt. - - 1-W27 w27 e==mfp; _ l i
"" m L6X4X%
(LLV) (w33 OR w36 2W'X2% x - ; f PLATE 1 DET A.'t @ 2J. BEAM TD BEAM CONNECTION
"
- n2124 s 25 ^
SCALE L30
,&~~ =
a =:2== . l k- uk n. 9 3 0 7~s 7o107- ; A. le j+ *,,:s;R l,. 3 OR ,s - l a=x:= i 5OL L Ms l
. .= m
.=.- w 5:^ 'OC
*14 cot R
AL SEAM TO CCLUMN CONNECTICN SUCC s sSO S ^'E "30 .- . , ,_ _ i Figure 3H.3-16 RADWASTE BUILDING-SECTIONS AND DETAILS ;
~4'"""i""'" 3H.341 i I
i
y
= l u l o l n l e l s
! g g Sig
.s.s.o.in.s.e.gespere
. - .96a.d..pe.ever e.s.t,'s.ha.s.t.w.ft ectW W A.v.f.g 3 Fistgees5 A
-c .t.ge.op ff.p . n.l. D.ae.s.e s.t .D.OOesW e D.s. a.ct.c.e.gA
. . . "3.p s* W Ten 8hEbCE SS 84 t4JbnR3 98tf.f tLaftlpa age-)pg ts epotaev g'tinas t St.org est Dea (L g Sep.tW 9 em tot 44 Dpt er a(L mort e accourseascq er'er far S=f CWen' si er
.m.m .f . a es p
..c.o. .og~ : . , tog < .3co o.r. .t -,r ,1,c, . .
*4L
- RID D estaat e ecs suorses.
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