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 -1 9307270207 93o7og mm DR ADDCK 05200001 E+ PDR J
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56000(183'-8 % ") 10300 (33'- 9W") 9700 (31'-9 %") 8000(26' 3") 8000 (26'-3") 97@ I I i i 1000 (3'-3 %") 9300(30'-6 %") 8900 (29'-2 %") 7200(23'-7 ") 7200(23'-7 ") 8 961 _._i _t l l bl\\ l bl\\ {. l L 800 (2'-7%") 800 (2'-7%")J l 800(2'-7 ") J i i L800I i l l I o + oo h e s o. .i. 4 i - 6 8 E i I l 6 m o I e t 0 ~ j 7-l 7-8 i i E l l l 'l. g _ _ _ - _ _ _ _eg._ _ _ __ - j _ _ _ _ _ __.. .L. r I 9> i r v \\ I. I I e a C O 270* 3000(9'-10 ") THICK o o l l CONCRETE SLAB .l' 8 g w/ ia e 250(10") e E w. T s.e - -- - - - k - - - -- - - - h l t. I. i g l se - r l _.L. l c i 8 R I l l 8 I i g g de 18 0* ~ l b ryo m _ %s i, FLOOR PL AN AT EL -8200 TMSL otsicN Livt toAo :1270 etsem 2 <2so PST) t _] SYMBOLS 4 4 j [. ',} cONcRtit M j stCTioN A A a \\--/ Q3% QJ-Jo 10wN ON rscunt wqq[ \\ \\.rc;q[ww[p[ SEC1 ION ' riGURE . [//, STEEL Of 3 THE LAv. SECTION r5 CALID OU1 a SECTION tS SHOWN SECTION CALL-OUT k) *I] MW NOTER LE1TERS #fE ULED F OR SEC TION CALLOUT / ww-w: CRADE [13 D[1 AfL M f@ D Q3 2, QJ 22 ~ ~ ~ ~ ~ U NIEN # DC T Alt SHOwN ON FCJRf WH[R[ FIGUT. wHf RE THC $AndE FIGURE DE T AA. f5 CALL [D OUT DET AIL 15 SMowN C"'a'N uo cno ms DETAIL CALL-OUT o-j - ~ ~~'~ _N_s Umo,mm<_, e &.f 'Q
I ABWR 23 m oo m Standard Plant l nuv n CENERAL NOTES 1 DNENSIONS AND ELEVATaONS SHOWN ARE N utLNE TERS. f 007 ANO NCH CONVERS4ONS SHOWN N PARENTHEFES ARE APPROXWATE.
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^S F OLLO*S- ' (31'-9 %") 10300 (33'-9W") CONCRETE: fi 28 WPo (4000 P$U REINTORCNC STEEL: CONrORuMG TO ' (29' 2%") 9300 (30*-6%") 1000(3" 3 %") ASTW A66. GRADE 60 STRUCTURAL STEEE: CO C W TO l f ASTu AS72. CRaOE 50 $'- 7 ") e i StrEL OECK; COTORMWC TO ASik A4 4f. CR ADE A. C AL v aMIED ANCHOR BOLT 5: CONrORWNC iO I ] I i ASIW A.36 WELDED STUDS-CONrORWNG TO APERTURE ^S' aca I CARD f j ABBREVl A TIONS Aiso 4vaHable On m,21... " _-_-g__---.-. '\\ [1( fl g fe (]g f(j AMERtc Am SOCK Y Y FOR !ESTNG ANO WATERAS-- -ASTW I C CE N T E R L INE ---- ---- -- ------+-( CENTER TO TNTER - - - -- --C/C l 4 CLE AR-- - - --- - -- -aR r%T ColuuN-- - -- -- -- --COL 00, l g3w CO%~RE T E -- - --CONC CONSTRUCTION JOINT-- - - --- CJ l O OETAa- -DET =---- _------- DIAW TER-- ---O A DtT T O-- - -00 i E E ACH F ACE -- --Er l E ACH w AY-- -- -- E w ELEVATION-- -- - -E L EOuAL - - - -- -- - -~EQ F f arSn.. - --F h H HOR;70NT AL-- ---HOR I INCLUDING -- - --INC( w KIL OCRAM PER SOLARf METER---ng/m2 SC AL E b.F)O W [7 ', ' ;","X 2000 acco a roon m WLLNE TER - - avn WINIM - + - -MW N NOT T O SC ALE -- -NTS O OPPCS;TE. .0ap P PL ATE - - - - -- - PL POUNDS PER SOUAnt F OCT - -- PST POUNDS PER SOUARE INCH-- -
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C2 CA SC 0001183'-0 %") 0300 (33'-9 ") 9700 (31'-9 %") 8000 C6' 3") 8000 06' l l 7200(23'-7/f) 1000 ( 3'- 3 %") 9300 (3C"-6%7 P900 (29'-2M") 7200_(239 j l / j 'Y l a 800(2*-7 ")) 800 (2*-7h") i
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-v 56000 (183'-8 h") ? 10300 (33' 9 % ") 9700 (30-9 /s") 8000(26'-3") 8000 1000 (3'- 3 %") g300 (30 -6%") 8900 (29'-2 %") 7200(23'-74"), 72000 .t l l l da i t 800(2'-7 ") i 800(2'-7 ") i 200(. g ? i I 4 c> n n a n e ,6, . c N k b 8 @ / 3N f $R b n" N of f
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1950 MW4400 F*iF) STECL DECK IS DE54GNED FOR A CONSTRJCTION Live LOAD OF 744 MgW(50 PSF) 4 FOR TYPICAL STEE L FRAMwo TO CONCRETE CON 64E CTIONS SEE DETA6L1. FtGURE 3H 122 ?6' 3"1 9700 (3r 9%") 10300 (33'-9 %") - 7%"), _. t 8900 (29'-2 %") 9300 (30'-6 %") , 1000 (3' 3%") /jY l l 7%")) 800(2'- 7%") i i i I I i J'- SI i APEltTURE I E 8 8 8 8 8 CAllD T t3x3xu 8 Q n AT W ALLS E / ( T YP) W36x24 5 W36x245 \\hO d\\ dlI3hlO OH
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t c4 56000(183'-8 %") 10300 (3 3'-9W") 9700 01'-9 /s") 8000(26*-3") 800C 06', 7 I i 1000 (3'-3%"). 9300 f 30'-6%") B900 (29'-2h") 7200(23*-7 %") 7200(23'-7'i . 1 /jT h 800 (2*-7%") 800 (2'-7'/2") 800(2' 7 % ; i O 7 f l. fT l 8 8 i i 0* ~ .[, e r n b o h \\ Q k l f 9 / 's 0$ N ~ bo [ E h w24xe- 00 o o o 0 0 o o o o o ?; O n n C C 0 O O C O O n n g e e B s R o m b "_a _ - _ Q' w36x194 W36x194 w36x170 V!36x1 1 1 7 r b 270* c c c o o ? o o o o o o o e o o y c c o o o o o n n n .'i 8 8 5 5 5 i g_ _ ' z x w36xt94 W36x194 W36x170 W36X1 G. o o n n n c 9 h e e e u. b . C O O O o o O C O O O c o c c o Z ~ , e o c c c o 7 g io 5 e r + 8 4k I e _t - _j g _h__. I oe i I ~8ie 16 0* 4 to sr 4 C0 so 4 to sp 1 4 (o sr, 6~ l TYP @ g w FRAMING PL AN AT EL 7900 TCS EL 7424 I l ) l l
ABWR i 2346100xe Sfandard Plant any n tf 0TE S. 1 80# GENERAL h0TES. ABBREVaATschs agD gmBOLS SLE FM2VRE 3H S21 2 C* EEL LECM SM44.L CONFORM TO TP'C EP3R167t* OR appeowED EOuAL I $^a'a'N o[R' 7A[.o"*$E![a"a'8F i2m asmo nso sTEetoucw s DE9G=ED FOR A CONST4VCTION UVE LCAO OF M4 x,* tso PSF) 4 FOR fvPICAL 57 EEL FRAn*=G ?o concertt j CON *eEc?ONS SEE DETAIL 1 FtGtMIE 3M F22 _ 800C (26'- J ') 9700 (3r-9%") 10300 (33 -T/r) 7200 (23'- 7'/y") 8900 (29'-2 %") 9300 (30'-6 % ") 1000 (3'-3%") /l\\ 6 sc0 c2 -7%-) J le0cc2 -7% 3 l i i i i t i q g i s .s SI N APERTURE ~ ~ 8 8 [ 8 8 8 8 2 i N acx% CARD T g y 4T W ALLS 5 / (T YP) vl36x17G w36 x194 W36K194 DIS () Agggy g '\\ porf ure Card i e e e o i S. S, o o O,, 4% o o o o o 'o o gn. o o o c o v gf.n N N n s it: c 4 W36x170 400(r-3k) CONC SLAS W36x194 W36x t94 ,[ w/*ti c 305(12") EW, 7 49 r ~ ~ a g .s s m: s s s s s ~: - ~ ~ 5 5 c r l / j / 4 r0 SP i 4 EO Sn 4 CO SP i STEEL DECK SEE NOTE 2 (TYP) i l EL 7900 TMSL 424 9307270107-J 5;ati in300 Fxo.imm o tom .noo l l Figure 3H.2-24 CONTROL BUILDING - FR AMING PLAN AT ELEVATION TMSL 7900mm Amendment M 3II240
56000(183'-8 %") l i 10300 (33'-9 %") 9700 (31'-9 %") 8000(26'-3") 8000 (2t l 8900 (29'-2%") l 7200 (23'-7 1000 (3'-3 3/e") 9300 (30'-6 % ") ") ', 7200(23'- t _t_ 1 I T !'B00(2 h 800(2'-7% "I i ' 8 i 800 (2'-7%") 4 t 8 7 I ,I f, c. a e 8 4 TYP EB% w k 4 8 /' - ~ w24xsd 00 g g 8 O g g ~g 0 N. 27 8 g w36x194 w36x194 W24 X146 W24 Xt3 e r ? ? t R .L g = a t e 3[: ,g g g g 270-g g g g o h y y ~# M Typ e W h --{=---- I I cg w36X194 W36X194 W24 X146 W 24 X10( c o .n -
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'ABWR 23A61CDAE ' ~ Standard Plant npv n NOTES. OC5 f@ i scastNEnat woTES ABBAEVi&TIONS AND C7 swa.xs. see, x;pt sa >25 l 2 sTret occu s-au ccw ow to E*8C EPlas 5616' OR APPROVED EGuAL - 3") 9700 (31'-9 /,") 10300 (33' 9'/2") ,87/[,"$[,'y',[*jg"$"o' D'""" f i i tax x,m2so esr> s ret or:a s l l DESrGhED FOR A CokSTHvCT804 Ln E 3
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8900 (29-2 /s") 9300 (30*-6Ve") l _1000 (3' 3%") /T 4 ron tmcat svert reawm To cowcarve CONNEC1DNS SEE DETA4L 1 FGRE 3H 3 22 ( 1")N i ' 800(2'- 7/2") t i l i l i s i h N 2 N ~ w C O C C C = s L3x3x i c c a c c or s 4gJ:g'].{.,l.,tb Z g AT w ALLS y / ( T YP) bbNb W 36x194 l W 36 x19 4 ,\\ho Available On E le 4 . A PCflOIC U,, m x g 2 8 8 8 E g 90* I W36x194 w 36 x194 400(T-3E."3 CONC SLta
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~ [ g 3 b'g x o o e o c x ++ . Z c c c c c e a e 4:=r / e I / 4 EQ So i 4 EC SP i [ TOC EL '2300 TCS EL M824 STEEL DECK 45 SHALL SEE NOTE 2 POIN T, (TYP) 0 0 13100 TMSL CS/ CwN C} l - CJ 800 i 800 g f 2'- T/2") (2'- 7/r") I-TOC EL 13100 l I J TOS EL 13000 T./ O ./ +24 b 4 / 1 o 9307270 107-saa - 200_0 t000 0 2n00 sooo " "* W sc,a ,as 4 .= =_ _ . = _. ,= Figure 3H.2-25 CONTROL BUILDING - FRAMING PLAN AT ELEVATION TMSL 12300 AND 1310 mm O Amendment 30 311.2-41
s C:) (C2) "3) (h-1 t %000 MSF-8% 5 i l 10300 (3.'-9/;"1 9700 (31' 9 % 9 6000 cif/- 3") l 8000 (2c -3") l i l i l I 1000 ( 3 - 3 M. 9300c3c-rj,-) e93n c29 2% > 7200(23.74 3 72c:c23 7 %") ~. li I ~i;'; i e r 60 e E y
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1 I' t 23A6100AE i Standard Plant arv n i I M t FOA GENE 8tAL NOTES ABBRfVIATIONS AND l $YweOLS SEE FGORf he 121 2 iA) STEELDECM SUPPORTseG A00 I CONCnETE EuS GmLL CONFORM TO 9700 (3r-9%") 10300 (33"9 % ") cac epsaA isne On appaOveo j l f 26' y j EQUAL 1 l <si s EEtoEen supeDaT oie. I l 23'. 7%") 8900 t29'-2%") 9300 (30'-6 %") 1000 (3'- 3 %") conc = Eve stas s.,Au cO= Foam TO i Erc EPAsa.wis On ApenovEn l f\\ I l 2'- 7%"H i L-800 (2'- 7%") i i
- A couc su. AN3 so Onr.a sTeet FnahmNG ARE DE5GesEDFOR AN OPf RAT 1NG I
vf LOAD OF 1220 MW (250 PSFi i l U,sao conc sus e oEss=Eo FOa AN i i
- l ACCIDENT PRESSURE LDAD OF i
11327 MsM(219 PSn AND THE AMAL LOAD l STEEL FRAmmNG SUPPOPTING 1600 CONC, I Rt AS IE DERONED FOR A CONSTRUCTION e 'er- \\' Live LDAD OF Ass med(1a0 PSFK ( E = Q STEELDECM S DE9sGNED*On A j coasraucTuse UVE LOAD OF 2Ae Kwd ,2 i m N fg .N 5 c O c C O L3X3X c c c c c { AT w LS pg,3,,c,g,7g gL,,,,,,g e3c,gy, m C NNENNS. $EE DUAst t. FIGumE 3M 3 22 5 g (TYP) 1 I j36X210 W36 xt94 W3S X194 ] i l J 1 .E 8 l 4 I S o o o e c O l M 1 o go. o c c c C w,o 31 c APERTURE CARD 36X210 W 36X194 W36x194 m m e c c c c c Also Available On C C C c C c e g 2 g Apertiire Card g 1 Q C"= o P g .i _. _W a .) I 3 j - STEEL DECK I SEE NOTE 2 (TYP1 l j 3 400(r 3M") CONC SL AS w/*11 e 30502") E W, T4B j l e I i i 600 t r-m4"> to 59 4 to so i A ro sp l T OC EL 17150 /TT 10$ EL 16674 N \\-/ Aus SnAL L
- pclN T.
1 AND 18250 TMSL xN
- C
- 18250 i 1 o: Es 9 3~0 7 27 0 107-seu iax 700c oco e 7000 Anoo uAa ias -o Figure 3H.2-26 CONTROL BUILDING - FRAMING PLAN AT ELEVATION TMSL 17150 ) AND 18250mm Amer 4 ment % 3] ] >43
- % m g
56000(183'-8 %") 10300 (33'-9'/r") 9700 (3r-9%") 8000(26'-3") 8000 (26*-3") 600 9700 (3r-9%") 8900 (29.2 % 1 7200(23'-7 ") l 7200(23'-7 "). _t k ( h b (I'll%"3 l l l [l\\ .V ' 800 (2'-7'/ ") e 800 (2*-7i/ "H i o 8 i 800(2'-7 "> J e g l I I [T 0-9 __2_____ l< w 36 p30" l ; g o r DO r, I ? o k l DO g o e I 1 8 W36x135' w36x135 g j s DO i 5 l DO ~ 9 9 E 4 l i s I i Og n R g L-270-0 5 6 E 7 E t J l 5 00 g e o ~ e o I u 9 I DO O ~~~'~ W36x13%" w36 x135' n ~ o 00 l r p,, M l 0 DO [ \\ ~ l DO 1 i l l = OCD ,l W36x230,, l __ _ _ m e e p' I I j.g 8 18 0* ? 8 7 l H J. e C 400(T 3%") CONC SL A9 1600(5'-3") CONC SLAB i ~ ~ l W/*it e 305(12") EW, itB l w/*18(2 L AYERS) 8 o 1 7vp 4 e 150(6") TLB gf IN 90* -270* DIRECTION { 9 8 l l AND *18 e 150(6") TLB IN 0* -180* DIRECTION 4 EO SP 4 EC SP l l TOC EL 22200 TOC EL 22750 TOS EL 21724 FOR TOS EL, SEE SECTION M D ' PROVIDE W" D:A x 6" WELDED STUDS TOP FL ANCES OF THESE BE AMS SHALL Ai 450(18") MAX C/C AND 150(6") M AX P BRACED AT EVERY THIRO POINT. FROM ENDS FRAM'Nr. PL AN AT EL 22200 AND 22750 TOC EL 22750 SCri 1:300 TOS EL AS SHOWN h W36 - W36 SECTION M s.:.=4 i a \\ -- j
- ~
ABWR 23ume = Standard Plant nuv n NOTES; h C7 ,0,y,,,,,,3,7,,,,,,,,,, SYMBOLS SEE FOURE 3n Fat 2 (A) STEEL DECM SUNORTING soo CONCRE1E sus SHAu CONFORM TO ~ EOuA[#' # i)700 (3t-9%") 10300 (33'-9 %") l I (ei sTtEL DEcM suwORTiNo isoo 8900 (29'-2 %") 9700 (3t-9%") ., 600 ( T - 11%") fEPdoi$ a$ APsROvfD E EQUAL r 3 FOR A ENm TOAD OF 2A.G ARE,DE9tGNED SLAB AND $7 EEL FRAh6N .10 0 (2'- 7 ,,) I n,,, o T IM PSO STEEL DECM E D*61GNED O ~ FOR A CONSTRUCTION LIVL &OAD OF @ g 244 Kpw'{M PS6 1600 CONC SLAB I I
- ~ ~ ~
iS ALSO DESGNED FOR AN ACCIDENT PRES 9URE LDAD OF 15327 kow ~- g (21 e F91) AND THERMAL LOAD 'N 4 FOR TYPICAL STEEL FRAMfNG TO CONCRUE CONNECTIONS. SEE DU ail 1. FOURE 3H 3 22 L3x3X% AT WAL.LS (TYP) W3SX135* W36 x135' ",n B 4 ,5 M f,l 90 w 2. SI 2 :~ APERTURE CARD wa6xi35-ws6xi33 - Also Available On Aperture Card r i 1 b STEEL DECK l I i SEE NOTE 2 I (T YP) o E @ t - 400(t-3%") CONC St. AB i l W/*110 30b(12") E W, i&B [ i i l l . 'l 4 f0 SP 4 EO SP 1 i TOC EL 22200 TOS EL 21724 ' PROVIDE W" DiA x 6" wELDE0 STUDS AT 450(18") M AX C/C AND 150C6") MAX FROM ENDS 7MSL I i l SCALE 1:300 2000 vooo o 2000 4000 St ALE 1875 9307270107- -o_a i i Figure 3H.2-27 CONTROL BUILDING - FRAMING PLAN AT ELEVATION TMSL^22200 AND 22750mm Amendment 30 311.243
t 56000 (183'- 8 h*) 600 600 800 800 (1' - 11 h ") (2* 7W") (2' 7%") (7-7%") I i l I r [3 ~} l TOO f Y l i 700 EL 22200 TuSL l l ~ l 1000 l l 1 1 1 y 1 i 1i [ e l l t STEAM TLmEL gy. 334..; i ) Et 1ersoTust1 I i 700 4 TOC EL 17150 TMSL 1 . ___] t
- . 4 TfT'T T' T i 1
1 1 j j } A 1 1l l g p T l l o m i Toc I l 8 W14 x996EE
- n i
l Et 13100 Tust i t 7 NOTE 2) Fm CRADE I CC E' '2300 7"S' I I i i I I I i1 1 1 _ 1 l~ l I l Et u000 Tust 1 I.. i &p 1 I = l! ' l I l l Toc Et 7900 1ust
- i i
I ( 1 I I p 1 1 '1 'l 1 1 I <g i i I { l 1 I e 1 i l 8 [ fyy l l TOC EL 3500 TuSL 4 J t t t 1 I i 1 1 lj l1 l l 1 1 1 1 1 1 m u E I l E 1 x x l h 1 l l ? I I l TOC Et -2'50 iWSL l t I l 1 l
- 1 1
1 4' 4 1 l jl i 1 4' 1 J l I l 1 I l l l i i i ~ T OC E t -8200 TVSt .? - I I '.l . [ 1 .l' j 3 L_q L_ Dh. ~ "$$[ dire.:3 m-w ar m r.e w. ?-75t") CIA AB iTYP7 1 SECTON r@ W W \\,wy 'u sw 30-,
23A6100AE Standard Plant nry n NCT ts: POA GE.hFRAL hDTf 5 ABe>EvaATONS AND 9 C/ SYM80LS. SEE FGuRf 38* 3 2' 1 2 Widm99 5FCTION OF COLU*.8NS $4 4880 C4 5eati tE DEMovf D *F Eh CONCRE'E AT EL in750 aim TM*;tATTae4 sts DESIGN SThENG'ed 800 600 (2'* 7V2")
- '2")
I I I (T-11%3 i l i I f i .I d d d d d I A e 1000 - r-- j a-a, f 31 lT APERTURE ~.[2 2 I + 2 2 2
- E
/. CARD I .= 1 j g Also Availnble On I7 5 Aperture Card 1 i :- f i R i C r a s,,i - ? 8 8. t l 1 1 1 .L 1 1 I f I l I L'- V. 1 L L h 1 L L g E l' x* I WATERPROOF tNG TO CRADE LEVEL I T YP FOR ALL EXTER!OR W ALLS 4 1 4 41 1 1 i 1 1 .I 1 c, 2 g -b. i n e w ATEspr<oormc i i i i i 93 0 h27 010 7 - scaa..m mo oau o N 4000 Figure 3H.2-28 CONTROL BUILDING - SECTION Amendmem 33 3)).pa 1-
q O 1000 i 1000 1000 .. 1000 (3*-3 %") ] ( 3'- 3 %") (3'-3%") l j {(3'-3%") g g 600 8 600 I l l l (T 11%") (I'-11h")lTh1 ,M re]- TOC El 22750 TuSL i-l TOC EL 22200 TMSL [ l i L - - - - - - - - - - - - - - - - -l l 1 i l TOC EL 18250 Tust. l l l l TOC l EL 17150 TuSL / g 1 s, p i l q*f ) ,#( TOC l
- ,/ l g j
TOC EL 13100 TMSL y , s 3"'--~------------ EL 12300 Tust a FIN GRADE / 7 \\ 1 1 6
- ?
/ \\f
- , y l
EL 12000 TuSL / l q g 7 ls l )\\ TOC l l c C LT e /s /
- g. j i
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EL 7900 TuSL lj 3
E I
I
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/
,s EL 3500 TuSL l
I t
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f s i WATERPROOFING TO CRADE LEVEL 7 f
TYP FOR ALL EXTERIOR WALLS s -
l j
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TOC
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9*
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]
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bl EL 13100 TVSL _
g A,, T,URE CdND i
TOC pg
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{ -* " ; uSL
9D 1 "o r
g g,
,g g ** \\,IlllDI)lc Ogg 5 ^
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TOC l.'
? O EL 7900 TVSL V
ti s,-. _rc n n r
a N
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/
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/
EL 3500 TMSL
?
TY bNO) y 18 VERT C 200 (8".!
(T YP UNO) s N
+9 TtES c 260(14") VERT
' ~
X 400(15") MOR TYP l
FROM EL -8200 70 LL 12200 3.
D i
TOC
/
EL 2150 TMSL
'[t
' N
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18 CJ % -
s
/
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SLE NOTE 2 m
& %covel wf/
~93 o 7 9 7o107' I.'
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$C ALE h300
/
1000 000 e 7000 4000 W AT E RPROOFiNC Of T All M SCALE h75 in i.7$ (-j
< oce we o
sooo 2000 Figure 3H.2-29 CONTROL BUILDING - SECTION AND DETAILS Amendment 30 311.2-45
f,00,
(1'-11k/)
l i
TOC Et 22200 TuSL I)
^
_ _ ^._f.__ _:UU)
- 11 HOR c 200(8")
) e
- 11 VERT e 150(6")
,:: Z : +11 e 305 (12") Ew, TLB, (T YP UNO) 1000 ( 3'- 3 %) TOC EL 17150 TuSL EIN -._^_2._^_;L___'- a g :: yJ FIN CR ADE EL 12000 TuSL It 1 7 R i /$Y . ~. 0 W ATERDROOFING TO GRADE LEVEL TOC EL 7900 Tust TYP FOR ALL Ig ^ Y Ex1ERIOR W ALLS ^ ^ imie= l '9 TIES e 300(12") VERT f Y I x 250(10") HOR TYP FRou EL -8200 TOC El 3500 TuSL TO EL 12300 gI N i x r g
- 18 HOR C 300(12")
1 (TYP UNO) b j
- 18 VERT c 250(10")
(TYP UNO) TOC EL -2150 TuSL lt ' :. _ _.. _ i E l J c '9 TIES u. e 500 00 1 E w EtE~01E3 \\- l p( S
- 18 250 no, N
E w, T LB n-- ,/ j,,
- 00 Et -8200 TuSL o..
N \\ - @,3; = w W w AT E RPROOr NG Dt ' kt &\\ WATERPROOTA i n v.g3 23 sat
ABWR 23361oots S.tandard Plant nny n ttDiLS: 1 FOR GFNERAt h0TES Ae6pFVIATONS A8tD
- t8 e f50(6"1 avwho's 8EE '*sunt an s.si 800 800 TLS (2** 7%") (2* 7'/[')
3 af EhetEDDED STnUCTimat STEEL TOC BEAAG k6mPORCEMENf GNauSE I I EL 22750 TuSL C **'**"8'"N uGMTwE9fAedWE95. 1 ] e 3 WATER STOPS S,*ALL DE PROVIDED g, [" ' d N! AT ALL CONSTRUCTKnN Josaml OF .tg e 75000-) igg W WM WALLS BROW GHADR /kett TIES c 300(f2") 8 h X *11 TIES C 25000") g n - w., e ,m n n 4
- 18 e 230(9")
M .p TOC cr EL 18250 TuSL uA e o'/" APERTURE ,., T,Es e 46008") E
- i; CARD
~ 9 wA.. -. A. A..: r_ h fS9 Az, 17
- 11 e 305M2")
A r'erf urc C;1rtl- ^ Ew, T&a, (TYP UNC) Toc h
- {
-~ -p 5 c Et 13100 Tust .l n C-.:____-__i l.,[#**Dy
- tS HOR c 25000)
~ s Ms ~~ [I +7 TIES o 250(10") ,I. 3 VERT X 4 00(16") NCR y
- a. %
z 3 a ja h h
- 18 VERT c 200<8")
..e v. I .: : 'i
- : : :. i 1h
.. i. 9..i f, e Dem-.m_, ,. - - - = - w-..,'.,,.e..
- 3. p :::
~- W a ) I .r 3.} Af?= t x + l L 1.i. I 9307 270107- '4 1__ 4W ~ '- pwfu / wasmewdfw swr ,as Artmcene / g3_fD ~ = e ~
== nu y a Figure 3H.2-30 CONTROL BUILDING - DETAILS Amendment 30 311.246
W em Kh-0 8 9 e 60400 't,, (198'- 2") 600 10000 11000 12000 (1'- 11% ") (32' 9%") (36'-1") (39'- 4 '/2") e i l I I e SEE EE$ 8 e 8 7 l l 1 (SM C e i g 9 -_.________ _ _ r _ _ _ 1 _ _ _ _ _ _ _ _ _ _ _ i 1 i A l i l l rA i i. 8 Q 3-26 l l i i i g "g l l
- 18 e 229(9")
l l (T&D) g i i i l l l r 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 k o I l 8 e 9 & l a i i ~ U l l i e. l _________} _.f._ _ _ _ _ f _ _ __ _ I rth i Q3' 27 l I r i O N l j s 8 e 9 h C l I t l i I l i g- ___L_- a____________ a a e 8 ? SEE eel (SN t '8 C SHEAR TIES e i i CONCRETE Bs TOC E ss %
ABWR J m oiO0 e 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 TYPE WITH A MINNUM 7 DAY l 2800, l COMPRESSIVE STRENGTH OF a i s (9'-2%-) i $O00 PSI. ItON M f SECTION M l SEE 1
- 4. ANCHOR BOLTS SHALL CONFORM
\\,3H.3-27 8 (SIM) Q.3-2 7 l TO ASTM A307 OR A36 UNO. 6- ^ RN IN 4___ _u_ w ________u_____ C O l l l h k $ UNTIL ALL STRUCTURES, j 4 YN EQUIPMENTS AND BULK 3 l. l c a COMMODITIES ARE IN PLACE. w O "#^
- 6. FOR ABBREvtATIONS. SYMBOLS l
E ?NC AND CALL-OUT INFORMATION, I l sEE FIGURL 3H.313. 4 i i i i g. __.______2__ _n_-_--- I I e i i e si APERTURE c I I I__! CARD ft _eL _ _ _ _ _ _ _ _ - _ _ _ _ _J ? uus AvaHaNe On
- E y-
+ i 5 I i - i l l l y e r,t w j i a I I i e I Li I l l _ 2 _ _ __ _ _ _ _ _ _ _ _. _ _ _ _ _ _ _ _ _ _ ___ A lQ3'-27 l l s l 3 i t I I 1 g Eg i i l l c Y" j i e 1 i "N 8 '______l._{___.________.nl_____b _. 3 ? l 1 t l FlON M ~~ SEE SECTION M D-Q.$ 27 (S;M) Q.3-27 99 (27") 1 D30727 0107-I NOTES: A S B D ON WSL scat ,,m @EMAT PLAN'
- 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 -1 -I ......,.m_h ir
4 z 9 9 9 9-O l. I 59200 { (194 -2 h") 10000 11000 12000 9000 (3 2'- 9 %") ( 3 5'- 1") (3 9'- 4 ") (29*-E%t) l78D i oN l l L6x4xh(Etw Sf0ES)j r l (9'-2d SECTION h c :- SCE DET AIL M b QM.3-28 \\ l i j-. I I \\ l I eV
- t$
O d i j {" w;7Y146 w 77x144 w?7 x194 w?7Y14 6 r i h$ ~ 305(12") o Q3 26 Y ~ " E p l /\\ s i n,g 90 OO y no Y no A W14 y398 3 COL. (1YP) DO 00 DO 00 o U 9 E6 00 - 00 fN-DO 90 l ~ ' 44 -16/16 GA, ] uET AL DECK (TYP) gg._ m nc " N I I z b ] ELEVATOR m SH AF T g 00 00 DO 00 0 E ,1 IMl o J l -a-9 { ,0 00 I 00 / l 00 00 - q , M Stu. b HATCH ) ' g3 28 OPENINO l g _ _A_ _ _ 1 m m m z I 4 I J -27 28 99' g no c v 2$ ~N / Cf-ELEVATOR o 8 ?* LJ ST A;R e SH AF T 9 6 / N-w77x194 w? 7 r14 F, w? 7 x14 g y W 2 7X194 g l.J.. T l,l l I I l 600 I,f 600 i tr 1P/s") I ~ (T-11%") 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 i
PIV. A i Gitandard Plant 1 NOTES:
- 1. FOR NOTES SEE FICURE 3H3-25.
l-h ' h - 'h h
- 2. SLAS AND STEEL FRAMING ARE f
CEstGNED FOR AN OPERATING 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 600 W i i SEE U*- MW) 7.i (SM Q.3 27 l n'- MW) g 3 I i 0.r
- l
-io. . t... g_ ) J T146 ^ W77Y194 W77Y84 j ^ l @f-*8 c 30502") N i ) DO L 00 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 SEE DEML M MAICH co ' j Q ] OPENING - QH.3-2 8 i r APERTURE t u 7-00 0~ 0 l CARD-i D I 3 so A no - - A I A. Also AvailaNe On D D Aperture C:rd % 3 27 no 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 93072 70107-( No1Es.
- 1. ELEVATIONS ARE BASED ON TMSL, 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 amnamcni 3o ,g,3,.
=- d i ~ (v-- l ) e e e e q $9P00' l (194 '- 2%") 10000 11000 12000 9000 (32*-9%") (36*-1") (39'-4%") ' (29'-6%") F l l' l l SECTt0N M J SEE SE T o l l Ws QW w I t g_3,gg \\ T ( ~ W97Y146 w?7x14R w?7x146 w? 7x114 ,y NW 305(12") %'g ] conc. SLAS 8 A (T Y P) ---- 8 3 26 00 00 00 5 00 1 Q o-W c M % } 20 00 00 DO' 00 g 7 7 W14 X398 3 COL. (TYP) 00 00 00 00' g kN 8e o 8 ?E d? 3 DO 00 9 h6 sT 00 00 [ hh A4W" *16/16 CA. ~ ) WET /4. DECK (TYP) oo ~' I I I g_ ____ _ _ _m_ e 8 h w 0 8, 00 00 00 00 8 g ,kN N
- ~ o 8 '" E 6
3 7 00 00 00 00 9 4o ch 4 ($\\ Slu. n Q3' 28 g -4 I I i I h } S!u. go Q3 28 - 00 $ Q3 27 90 no b \\ / o 8 ?m ] STAIR \\ 9 k, W77X14 6 W77Y146 ' W27X11 0 w27x146 n ) g 600 l l. j (T-11%") I 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
ulN %" DIA AND CONFORM TO i 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-16/16 FURNSHED BY EPIC i
g, (36' 1") ( 20'- 4 %") WET ALS CCRPORATION OR l l APPROVED EOUAL. g") SEE SECTION M i i 600 (SIM) Q.3-27 l l (1'- 11%")
- 5. PRE-DRILL HOLES IN METAL DECK i
TO ALLCW WELCING OF STUDS AT ROOF LEVEL ONLY. I a2n,as w2nea -g g l f-*S c 305(12") E.w.(TtB) [ ('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 -A
- = I Ii
-l /Ps [ Q3-27 ~ 9 DO [ w?7X146 W77Y84 .T M I I i f y i 1 Fs c E 93072 70107 - Sgg SE CTION M (SIM) Q 3-27 4 NOTD ELEVATIONS ARE BASED,pN TMSL. ) gc,Lg,,30o
== M's Figure 3H.3-13 RADWASTE BUILDING-STRUCTURAL STEEL FRAMING PLAN-ROOF EL 28000 mm 3ng3_s,,_ Amenameni 30
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 I I El 21000 L } T I w27 (TYP UNO) T I i I i I i g I t I I ElOOR I I I EL 12300 1 I l w ---ym--- i i T. T -- CRADE 1 l l l EL 12000 1 1 u-f 1 .'i-g FLCOR i 3 1 y a 3 ~ ' EL 10300 - l. 1 I g ; I [#- I I f'.i I d FLOOR I El 4800 -l ~ r 3 I l y 't Uh", J J ,,e,, o a.m. o _m o i ce_ u u C3 ~ 10/4") l J ,l isi' ' 1 FL COR ic i gd-I rt 'anac ~ i m.- E FLOOR 3 EL t-) 1500 l - - - )33;g-4 L 's - 2 1 g' s n s a . nu=. ~. - <. l k.1 $l.W:1. 1 I 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 t.4..? " '
ri 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 PARD i ' {~305i12") CONC. SL A8 T I 1 600 METAL Q 8
- C1 "1
'8 .J.?Opf3 hISO AV2il2Id*()n t \\ ',- ,.,a d t ) t t 1 - {305(12") CONC. SLAB T i I W/ 115(4 %") l METAL DECK l (TfP M.L FLOORS) 1 I I I i t CRADE EL 12000 1 l N J ; i i l-l I \\ W ATE RPRCOF MEMBRANE (TYP) I ,r l 1 O O ~~ i 1200 g l, f 3'-11%") y 3 i ! 5 E 1
- i' i
.{ 3'
- . ' ' ', *..,, 5
...t j v --.m ~ _ m.m, v. I I l f 3 f i I ~9 3 0 7 2 7 010 7-g NO TES: 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-8 200 400 1
- 7%") j j (1'- 3%")
P AR APE T EL 29000 r - D
- 8 0 305(12")
k 9~ EF & EW T ROOF 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 VERTICAL (EF)
ALL FLOORS) FLOOR g 1 EL 17300 a N t u W77 p i - [ l I e" 9 x I ?'/ x h
- 18 e 229(9")
VERTICAL (EF) 4%" MET AL DECK \\ s g Y (TYP ROOF ANO $200 x x FLOORS) nn (3'- 11% ") R N
- 18 c 4 57(18")
FLOOR 8 HORIZCNT AL (EF) o / EL 4800 g m W W w t-s O E 'N5 w Y tr U$, / d e ax ! 1 0" EL E00 N h 2"{ b k
- 18
- w.,
k h b 76 (3") CLR BASEMAT %3-28 p I COVER EL (-) 1500 m f j [' ' '\\ { '\\ 'Y '\\* W ', N ' 7 CJ l j W AT ERST OP SEE NOTE 2
- 18 0 229(9")
r HOR;lONT AL (EF) " g g e A o o } m PROVrDE 8 SHEAR w ATERPROOF TIES MEMBRANE (T YP) m NOT E: un.v. ELEV ATIONS ARE BASED O{ SECTION /D'N . rs - 76 (3") CLR W * '* Q2 rs.24 3g 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 (S ) w,8 s m. si r 9 + APERTURE l- -+-- CARD { l 't CROE EL 12000 I Also Availabic On .\\pergg7g {3rd l wA L 11 90 e-W27 .j h i 2-*18 e 229(9") 4 VERTICAL (EF) a e 4 M % 3'28 l f l t Y l_ t j l i EL 600 I h 5 t l
- 18 SPACER BARS (TYPI V
i p P e i s' ? 9307270107 - v~c- -v.-v 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 +8 5 7 UC5 0 4 5 7 u R > C.C. /' (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 /_. ./ --; g. ;f. L 1 f s ,f -t ' _:s. -_ - -- k= p,.. MEi A;. / / Di CK -f wg7 wg7 j f 327 W27 L W33 OR g=====j W36 ~ SECTnN.@ !!CTION _@ Gh Q2 '22. 3.. n m 5 Q3 n. v. a n l a l O'JTSIDE FACE OF , spoo c3>.gi% ; 200 &- f l% *) W'27 EXTERIOR WALL DUTS10E F ACE OF 76 l 51 St-Ex7ERIOR WALL 76 (37 CLR I (27 CLR (2*) CLR (3-) CL R t t-n 1 2 TYPICAL 2M
- O LHEAR TIES
.g 3gggq . 2 TIEE% 9 m 'is 3 Mc9 DAR$ j g HDR BeM .. y x ) k j[I" 11, 1 ) ,j' 'b i
- ie
- IB t
VERT. BARS
- 18 W33 OR vl4T. BARS
-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. I f ClE'
- 2. HEADEO STUDS SHALL eE FURN-r-MER, ISHED Bf TRW NELSON OfV:50N..
ys t DECK OR APPROVED EQUAL ANO TCS (VJ@ES) JNSTALLEO IN ACCORDANCE wiTH f a ?,* M "" *"" **@o* l t'xe.YNCson- - l[\\, R I M - \\ -c>e
- 3. ALL BE AM TO BEAM AND BEAM TO COLUuN CONNECTIONS SHALL BE W27,W33 09 W36 BOLTED PER A5C TABLE IL 3
M - L 4 X3X /3 (LL V) di ce =s A BEAM J SEAT DETAL M M ( SLOTTED -}-4g N m W212 a is = HCLES l EMBEDDED PLATE ^ sc-cE, t m APERTURE CARD y3c, Available On 2s n 3 f E nl Aper:ure Card uETx.cECx a.d % err . g ANCHOR BOLT 2t!.tt. 1- ~ W27 w27 e==mfp; _ l i m L6X4X% (w33 OR w36 (LLV) 2W'X2% x - PLATE f 1 DET A.'t 2J. BEAM TD BEAM CONNECTION "
- n2124 s 25
^ SCALE L30 ,&~~ = a
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- s a=x:=
i 5OL L Ms .= m .=.- w 5:^ 'OC
- 14 cot AL SEAM TO CCLUMN CONNECTICN R
SUCC s sSO S ^'E "30 i Figure 3H.3-16 RADWASTE BUILDING-SECTIONS AND DETAILS ~4'"""i""'" 3H.341 i i
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- 4L
- RID D estaat e ecs suorses.
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- uer 404 440-909 glast pgtgp g
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- 8 p _
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- u. c u.
y-s.. a-3 ..._,,,] l .w. k, I r== 4 'tif f ig-f i IL5 w. i 4 4 ~ ~ p- ~9307270107-Figure 4.6-8 CONTROL ROD DRIVE SYSTEM P&lD (SHEET 1 OF 3) Amendment 30 g,y
ABWR Standard Plant I 1 l 1 1 l o = = p ~.rn. e..~::..:<.r_. 4 [ @T T. T. '. g '_.. ._ 1 .~. %m_ mm, =. m. g._;__-..: j m s.. %.J '~ ^ v W - @ ;1 m'" " W l4' ! l ryQ --Q~~~,y-mg __e___gg, -.c i _{Q 2a* o _ Q =. +. !4 s%a- '--E2. 'i EBJ ~' 19 3 _ 3 ~~~" t_ / [,!I @ t-{N&-- 7 GO '~,'~,.C, X j -um A ,o_ j .. = = ' -c l N p__ m I ep-gr-I m: ~~ e ( i i "~ i i t' ~ l1 i ~' - e_ a -= Wd.E 7 9 D f o m..f~ =e.y,,,, m,_...n- -. _c ~~i -g_"u-.~ 7 ~ ~ - st _}g %E g,, y. 2g;,> a-3,,, r L-- - gt :; --. j t,,, /E t,..g g -% h j w
- 9
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1.*---~ C 3 2. . Q3._,T@O,~~. A,,-, N,_.. - M. - I 3 m. QS. - N ?,*.*~^'**~*" y1. > c ,'*:= ,,m .v .n$ ~:: ,,~ ::r_. ..l,,,, I d, i .---my ( d_. _, y "~ ~ .~. g ___x.... __e.,.o__ a w p --- 3,, 4 - h j ,E .Q M.i 1 ~~~- Figure 4.6-E l 1 i Amendment 30
41 2*""2 i dard Plant Rev.C i i I I i i a 1
- r. y~.:_.
Q 1 g L,, -. 27.., l r~; ~Af-. =.... -..,,,, q _.I = }4~~ '" h. -+ : 4-. i se e y n %_-_ I @ _. Y 3- -~ w i .. y,g s ,m., ge SI t. l_~' f APERTURE i .L CARD . ~ p., 1 Ano Available On 'g w !. 3 + - =. x se x ,q,erture .,.rd o' ' 4 r -~ t==. . l.:..;
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u m. I l I ( I o a = a / =:::.,N ii r== em am M'rns W L.*LLA w f tR L e 17,7."" " ' \\2/ l .E",*,',. --. y (gi g--. N @. yQ X------- [<., L f =v. =..~a=2' rsi <---- e _/o ._ -. x= ' e"r ,8 s.
- '8**
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ABWR numa Standard Plant nem c i 1 1 l i I l i 1 .....-n... ,n...~., .Co.thA. f as....i.L ~ .co.1hA. '.e.t ,4UE .t ue 68VQ.7.,tfi lC CDW1 0L Und 7 luryt.T yp,C t.gpg egg p g.). F IDEN7 CUwSLA3 SMO. f OW los, D.u A TIOes Ottt Y $E E se0TE Of .ste.u 3 ,,3 ? .a. _y"E g-.y,..--- -(.] [ 4 8 = 44 g 888FL
- s..
.7* L__-____. =. .n _ sw-T pg, .e. n ov .r. l, .B. .m i.o= = = ' m n m .= n 9 .m _... m.,..-a, m a .n n m n n 2 Y,n, 3.,a ..,j % T; a .n n y,, .n ie .n n n m._.c z a' t, g m = .= n m m n 'Z p,,, 1. 1. t ~ ~ ~ .. y m ] .n m = .n n [-- g m = n = n m m ,,s .o. ,p 7, f.. n. n. n m m n .n n g,,. l ia F~ g m n m n J (,,,. ------a - -_-. j y .n .n ~ h u. U X n, n .n - ~.n n n. n SI = m y a, APERTURE ~ ~ n n J CARD w ~ n, m .= m n m ~ Alm Amilable On = n m ,\\ lWI l u re (,a rd s = n m u. u .n m u m n 1. .m m n vn; e n m .n .n .o n m m n .n m n n ,s. n __~ ,.%;,.c m .= 2 t_; . _...ny,n 4.... _7 ,,, y m m m.,, me ~ m.m, ,u m...n g m.m n m.,-. .--,. -c =.. = m ..4-. m. -.. m l' __ u_ n. i 9307270107-Figure 4.6-8 CONTROL ROD DRIVE SYSTEM P&lD (SHEET 3 OF 3) Amendment 30 4 I,.25 1
ABWR Standard Plant i l i i 1 i = e e = -.-m... f_. 3, o .. ~ -.m...
- 21. :.:
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- f*Sttg
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1 1 ABWR m.-a Standard Plant mc 1 l I 3 1 2 I I i 1 7 = l l \\ l 1 lp. _.m -...,.. 3 ,,4 o.
- 3. ! e. i 3.
n- - -. ~. .. s:,, ::--;.:, _ ' :.:. ~.x ... s -... i - j .~. . =... ~ 1 . ~ ~ 4 ..~,.,,,. l ...m .e ... ~.. -. m oi. ...,,., o,. ,.,., _, g _ g .t i .i. -...i XD ~,., .~ .n -A /..,.,, ......m...... ...., ~ .m.... , N y' m .....,.m.... ,..-u..m.,.. m. i -., o ,2,: ...i,.,. . ~...... ..,i,.,,, n ...a I i .- I .._..m.._~m....... ... ~ ~...... .E.3....f..-.. .f..s l c,.,, W Or ,s . - ~ - ='. ..n.~.r.rew. - .J.r 5, m : x, .-...o.~ ~ n. .m.m.,., .,,.. ~..- -....... .:.1:,: ::::.;:.:.,c.:,.,.. .-~.t. ~-.i...- .i.i,,.
- ,;;;.=,*
o - t - - ~... ~. - -....- -m -.-. i,, M a..n m.. st. .-m..- I SI l APERTURE CARD 1 /, Also Available On Aperture Card 1 9307270 107-Figure 4.6-9 CONTROL ROD DRIVE SYSTEM PFD am,wnm e
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