ML21133A046

From kanterella
Jump to navigation Jump to search
0 to Updated Final Safety Analysis Report, Chapter 3, Figures
ML21133A046
Person / Time
Site: Limerick  Constellation icon.png
Issue date: 04/29/2021
From:
Exelon Generation Co
To:
Office of Nuclear Reactor Regulation
Shared Package
ML21138A803 List: ... further results
References
Download: ML21133A046 (166)
v • d • e


Text

{{#Wiki_filter:..J ..J w ) Ct(. 0 EL 2.,1*~1ot__,_" ~..______ __ 1rr--------~1.* 8t *.'-3" OD i ToPOFCONCRETE oF t_.tNE"~.Pt.Ar£ I..; El 237:.11* LINErt It. I -. a -Z34 '-c*- ? -! '9.. El //!JI ~11 * ~; *,. Go~ 2* .: b.: I ' I* :. 1,' l ~ 3)'..0" 6F :!>rGEt.. fl. J I '-o !.D. CONCRETE .. 1 -~ ~:->-- £¥T£/:?l~k,#'#CE r::',T CON/CNL. __--r-- \\ ~ATION Wit,(. ~V, '3D 51~S 1 \\ Ft.AT.Pt..#111£$ Will SE £YCN~'J" $J",qc.£p ~ 12' WITH APEX 5TART1NG AT o* AZIMUTH \\ \\ \\ \\ \\-----------?. .---~ \\,o'.. l:i ql~!i-), 1--*. E:L z35'-107("'

1----'--'--L-5vfP/2.ESSlbN C/11'11'18/1.. 04LJMN:!>

( 3*-eo" <>P ) 6 1-i' NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-276. LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT PRIMARY CONTAINMENT ELEVATION VIEW FIGURE 3.8*1

DETU NOTE: THIS UFSAR FIGURE IS PROVIDED TO DELINEATE THE PRIMARY (TYPICAL) STRUCTURAL CONCEPTS, ARRANGEMENTS, AND ELEMENTS RELIED UPON TO PERFORM THE SAFETY RELATED FUNCTIONS OF THE SUBJECT STRUCTURES. FOR DETAIL DESIGN FEATURES, DIMENSIONS AND AS-BUILT CONDITION OF THESE STRUCTURES, SEE DESIGN DRAWING #8031-C-270. o* ,o* ~ 1P t;1*1.~-- ----

~

!>.,.o --- 160° ~ ~* --=.._*- 1..i.:>1::ATU ~*~.a ~1~ 111f:>1;.a.T*io ~i.A"'9: ~"'i.;., PL~N t..T ELE.VP..iJO" 2.C3-S" U N.O. TIO$ ""'-M COl'.~~~... ;>S 11:> "1"'i' P-6-;.*.-..Pit:.C. P1F'E ON ~Cs H "53 (TY") DELETE THIS HEM&EFI: J:OR UNI,.. 2 ONL.'!' LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT PRIMARY CONTAINMENT PLAN VIEW AT ELEVATION 203'-5" FIGURE 3.8-2

H G F .?74*f l z(.f.'Jd-E D c B A 8 / '"L11(,,-:- ac.... 1 ,y_J ~~= "<-..,,:-:ou,_::. .,..,...,,3 Fl~ © NOTE: This UFSAR figure is provided to delineate the primary {typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-926 for Unit 1, and 8031-C-927 for Unit 2. 7 6 5 'f BEAM Tf!S> I\\ -111 __.3*~ ~~~ ---- 'E £R.=c710J. 13ot.rs TrP ..;.RATIN6,,,..- ryp hf-----r~ _ ___J_ ~_!_!___E_!_ 2sz~1ofi.~~

==~==c~~~~"J=-=E~"=-T I ',~

  • /;........ ~

'...I _j ~'--:r"t2. ~ 7'2)14 fl,.0~9~ Mil~' _./. ~

  • 3181 BAcKhWS 8/'iR Y4 TYP SECTION

-- INOICAT£.5 SLECV.£ 1\\10. tH*Jo' BUILT* UP BEAM TYPE I DETAIL 4 t! Yz.x 4,,J'.e" ___/ TYP OR WIO 1E.:,,.11tu~~- BOX BEAM TYPE II 3 WI<' - 8ACKIN6 BAR k/ TY'P SECTION -It 1 ~..3~... o'-s" f..!'OS c-L 252 '.;0Y2' \\ we OR C8 Box 8EA-t1 .5EC[/ON LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT PRIMARY CONTAINMENT PLAN VIEW AT ELEV. 253'-0" FIGURE 3.8-3 2

H G F E 0 @/./ ,c ' I c B A 8 7 ~ flM~ \\ _Z:!4~ 6 ,fi / SECTION i.PR2ZO {PR22r SECTION ~. NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-928 for Unit 1 and 8031-C-929 for Unit 2. 5 4 3 f PR204 tl.PR20S SECTION

1. FOR INFORMATION ON B.

H, tl, t2, AND BEAM TYPE, SEE DETAIL 1 ON FIGURE 3.8*3.

2. DIMENSION IN INCHES I BEAM ~cHEDULC:'\\

~ UAM r'(ff 1-- D1,...,£NJ1~ B H ti lZ 20 .II z*,.,.. i!!OA I 208 I 21 J ZIA I 21 a I ez 22* 1'2 I 2" 2' I z II 115 24 2 2 25 II IS 2.4 'z * .er. 15 l4 ** *~ 27 IS 24 I I IS 2.4 I I 29 ,. ** z z. JO 24 24 I 2 ,, I I JIA I *, I $Z II 24 24 l'z '* 35 1L 12 12 I 3~ JI !I~ 12 I~ ~J lZ .. ff It., I 14 ~" l'Z I u II 24 24 /1 64 I 14 24,. I Z3" I 10 7 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT PRIMARY CONTAINMENT PLAN VIEW AT ELEV. 272'*9" FIGURE 3.8-4 2

H G F E D c B A Z~~~" R TO ~ Po"r Z-'5° -- DET/ TYP 8 EOG£ OF GRA71JJG ,_ED&£ OF Fl-G----......_ 7 6 -- VALVE OP£NIN65 (NO CiRATIN6) ~I\\ /4 O? 1' 10

~-

REACTO.., SHl!'LD '**~*}7-Jf. ~4.. 4.. o'-8 ELEVATION DETAIL \\~m*

r~t~BLE

--7ss1A~.25 Pos~*@ 30'-11~R TO f PoJT TYP UN 0 ,50' NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-930 for Unit 1, and 8031-C-931 for Unit 2. 5 4 z* ~ i-y ..t~z""lz"o-:.."fs* c'======='c=I ~v~, I~ ~fNl7 ~?~~ __ /

SECTION 3

. 'w {~ :~~ ;~ ;~~ ~~; :: i c" .51-liElD Cle !NSE/l.T~, 1**., :.* '-It 3/a~sY.i.. o'..._P w/1%... 15j/~

5LOTTElJ HOLG5 ELEVATION DETAIL SECTION
w14Y,

"'W- ~ Z*"*o'-e* ~4~:4~ ~~~~~Ii~ SECTION@ LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT PRIMARY CONTAINMENT PLAN VIEW AT ELEV. 277'-6" FIGURE 3.8-5 2

283° ---c;\\ PR250 328° ~\\ &:70°-~_:_.:.::--~~~~~~~~ 257* 210* 345° I 195° I REMOVABLE GRAT/Nfi E.~ OFl'!tRATINet I fJEDQ-E OF BU.M \\ ,::£ 1'.3 L I 177' I 1ao* n3*

5*

~/ /NDICATE5 8liAM NUMBliR ~ ,,,-1(4x3/!'-GRATl/./G I ( TYP I ~ a: I '{,o* INDICATES 8£AM WP BEAM SCHE...DULE S No.

  • DJ lr'IUl:S JONS 0

TY'PC.. e H t1 tz 40 1I 18 18 2!14 ~ 40.li Z4 I Yt. I 41 18 Zl'I 3~ 4/A 24 I '12. I 42 9

2. f'l 3/4 43 9

I 4 '/z. 4.3A 18 'It. I 44" -- tz

N4 I

44A 18 1/z ' 34-rw-

BEAM SUPPORTED FROM Rc5TR/llN T 5 45 II 12

/8 45A Wl8x77 - 46 W/8x45 - 47 Wl~x~O - 47A. W/8 *~'- - 7z* 48 II. IZ 18 3/4 1/z 4&A 18 1/z I 49

12.

3/4 I 49A 18 1/z ' 50

l

-'1774. ITz 51

l zvz J/4-5/A 24 I '12.

I --Ta -- -2V4 3/,

52.

52A -24 -*-r?'z -;- 5.3 II 18 18 2i/4 31' 53A I If /8 ~ I */.i 538 53C I IZ 18 _!Jg_ _I_ ---+-+-- PR239 @- 90° 54 TH/'5 NUMBER NOT us =rp~1~ INDICATES PIPIF SLEE/IE NO ED '135° 55 SIO ~~j~~-1: '-~t 'I' DIMENSIONS IN INCHES NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of. the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-932 for Unit 1, and 8031-C-933 for Unit 2. LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT PRIMARY CONTAINMENT PLAN VIEW AT ELEV. 286'*1" FIGURE 3.8*6

S8x23 MON.:Jli'AIL T05 280'"_ ,,,.,. 23 "A'-'DR<>1*c I* 27()" 1---- 333' 351* a* 5Y,+/ A87 !!° U No I,. 9* I 27" I 15' S~

  • 12..S A.-10'-JOR.LllL

/ TYP @ 8~4MS COi, / t;2. ~3..... a. 1'7 \\ 1 C'ilxi1 s (T'(R UNoj 10()' I .)/ p RllD/VS TO C8 15-, 252 5G

  • ll !5 MOIJORL!.IL TYF (,. PLAC~S) Z" TYP.

~4 5HADED AREA REPRl!5E.NT5 REMOVA/31...t! GRAT/N(j AT 1 ~~f..ii5:tG11'f." t PERMANEN!__/ I 207* zod* I I 2 1.Ar.

rrP, i2[

1~' ..._L. I /Bo* /08' 153' 10.7' PLATFORM &. MONORAIL NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform th~ safe~y related functions of the subject structures. For detail design features, d1mens1ons, and as-built condition of the structures, see design drawing number(s): 8031-C-934 for Unit 1, and 8031-C-935 for Unit 2. LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT PRIMARY CONTAINMENT PLAN VIEW AT ELEV. 295'-11" FIGURE 3.8-7

285'---- 315° ~ 310'5~* /' .. I I 2,~ -+-- *-+----44r---+--- \\ 11, I, l--------\\ us* ------- \\ '\\ 345* \\ o' \\ \\ 158' /80' SECTION

...._ Io 5 '

REACTOR SHIEl.D NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-934 for Unit 1, and 8031-C-935 for Unit 2. SECTION LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT PRIMARY CONTAINMENT PLAN VIEW AT ELEV. 303'-6" FIGURE 3.8-8.

i DRYWELL 111'- 11 1 lt'-9 1 ' t:O'- I I REl'10V~e.LE. DRYWE LL H 1:.1>.l) -- 1<'.EFUE.LiioJC. °&EUOllH 1" ~ S' ':.EAL 6Alil. "ROLLEO TO Fif ~ 1tJ B PIEC£~. CONTAINMENT SEAL PL/\\iE ~L 3t5'-o"

>co'-4 t *DIA NOTE:'

This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-290. EL32!!.'-1" EL 3Z4 1-f1 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DRYWELL HEAD CONNECTION TO CONTAINMENT WALL FIGURE 3.8-9

H <;;!="CT"t;>R. , l!J * ~J:io ,./~--~----.....__ G F E D I

  • I L

1---

c I e"20100 ~------------ - -~ I A PH I< AG M '$ L I\\ § 1~0* PARTIA.L PLAN ~1£W B A 8 7 6 NOTE: 2 %"' x,.. I ti.1EL.(o~ ~rvo, 1 1 -0' j (o' I ( 8 "'H FLA~Glj -~ \\D -., SECTION r-'...*__:_*---~~ I SECTION This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety rela~ed functions of the subject structure&. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-284. 5 4 1-- 3 .AloCl-IORAGE l-IORll,. FOi". AI l-4':)*10'0-- 150' 50' ONLY 0 \\._ft./" C.£N7'¢A'l"'1? 4'Sov* !f1. we-t! 1---~..--"'--Ar--J OC-TAIL © CADWELD U)NNE(.fOI<; 1 FOR i< 1e BMZ(T'f"), 1 '--, i'*l~'l~--.*+-1'--'-1'-"'le'-+--t-"-D""~* G~* "" 1xft.o ** / *~

  • J

~.. I*. I - I f I *. : I 3~'-0"~ S[CJIOl~ LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DIAPHRAGM SLAB CONNECTION TO CONTAINMENT WALL FIGURE 3.8-10 2

H G F E D c B A NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-248. 8 L '"'~

  • IS f4' II" IA. WAY LAYER No.ZA BorTOM Rc/NrORCING SR~S 7

6 5 o* o* -~~1 : +-----If-1a0* TOP REINFORCING fJp,es 4 LRY"E.(! No."- "/a,6.lf1AZS D,.~e"C'T'L.,,... aov, t.RYI~~ No. 3,,. ~r 8#~S r- "--C,,,f)WEtP 5l.EEVI! (TYPICAL) LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT BASE FOUNDATION SLAB REINFORCEMENT (SHEET 1OF2) FIGURE 3.8-11 3 2 \\ }

H G 04"WllL F E D c B A 8

  • 111 Cc;Nrt/Vl./OJJS a..raes w/"" 18

~ ft.Ell1i=..'r'c,.~ ls~r &lf/lle.5 l..R_:!'E~ ""** 3 I l.AVEllt ""** 4 ~--------~!_~_!_I_"_ (II 1$ L.AY'6'~ N...c'.. ( OVl.C CONTn\\IJ.JOV$ 4'.llP~S) -~ t..llYllC 11*.. (ow~ S#OIZr a/llA~) : I

?.~<;*

w.w.F.

, *~

_.II V*lfr 'T'!I" __.~..____,,,_ () ~I I I l,,-~::::~~~~~~~~~~~~~2:2':+/-+/-2:5:::=========~~~~=~~~~=~~::::!=~~~="""'""=::::!=:::::!~~~~~~~~~~~~~~µ --~j ~LL.. l'?'J'-11 ""1& l.111'¥£/t Na. z,q U'/1Y£11/!. N ** z.q I ~ o_,,___ _______ o:::___"J'Jl,_R_~_~. _______________

  • ~1&"-'i'--"1~,__"~E~N-'.:W=R~Y--~4=R~Y~l~~~S._:.N~o~-__,__l(L-"e'----------------------------~'-,

r-1 '-..___ MQP,1if,,PT CONt!.leErl" 7 ~ ~ !I: ' ~ y ,cJ ~ i Iii ~ ~ ~.. \\' LOOi</NG NOl?TH C~NTE~ l..INI:.- SCTION © /-*'18 v,r~r.&#A! l.-Yr~.Ne. ~ ( t~..N'Q*D} /L1,..,e1t.. Jt /HOO~ ~~ tAYl"A! M. % /,,,,, /-~a v,-;rr;... -<. / t,,qYI~ J\\411./ (~14.,IEQ'O) _./I ~AD/Rt- .tl,;IP~ (.#'f"l.e ~-* 1-,;16 ~,1f1pi,1f1'... a..~ LAY'l.e. N-. 5 -I;~ - - -- - +---~'-.:::::#=-"---'~ -.:. ~ w. ~

==:..=111-jj,_.(.. JL.--....U..._1--+--~--- DETAIL 6 5 \\\\\\ " ~o. r,,.,, * ~""'°'"'LY *.-..:~~ \\, "-. _ @ 1,a. YIAr.-r (.,,..1.4 l#Yll'~ Mi. I)

  • ,,~-rr1* Stl'WC6~ - UP~flf '1WO ROw:i5

'( 2 14 !IPAC.e':I - L.Owe'R ROW ONl..'f) 4 3 NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-249. LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT BASE FOUNDATION SLAB REINFORCEMENT (SHEET 2 OF 2) FIGURE 3.8*11 2

~1-------- o* I I I C3l<4-I (lEAK cH.-U) I I ~ FLOOR PLBN TYP. !NTER5ECTION lJACKIN6 BA/f lloT !fEfUJRED ! IF P<'lfl'AIJff/CATEO our ! t>F llt;LI! /fl. /8/ '-1/7 NOTE: "14 Kf3 ~-+---N~- 5£"CTION@ This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-281. 6.lrCKINIS,. /'l#CISf~,try. LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT BASE FOUNDATION SLAB LINER PLATE AND ANCHORAGES FIGURE 3.8*12

H G F E ~ ~ 4'~<1'S D l c B A o* ~;., 8 FLOOR PLBN 7 l~,.1'~~1('1Nt; B!lll 4i!LOV'Y\\, 6 FIELP SPLICE J/£Ii..L ~P~KIS 0.- ~*oil I If.* f'tllTI Ml MIT ~BE LEAK CNASEO QNLOS $NCWN. TYPICAL JO/N[ BETW#N PLA[E5 £AR6Ete IN& }{f' C$rt4.I J.1""11(" CN#U(7"1'~) _,,..~,_,,It. -L-G;~~--r~.:.Oi=F*=~;:i..L.~ S G:C. IJON oE-., rw<<N c..,.....~os 11_*'-

  • : ~*;, l"N<tSON

' $TUOS(r"') r' TY. TV'- SEC T'ION NOTE: This UFSAR figure is provided to delineate the primary (typical) structural conc~pts, arrangements, and elements relied upon to perform the safety related funct1~ns of t~~ subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-281. 5 4 3 f"Of'I: NO S,_.RIC. LUCI eii'O. e o*, *o 6 I t1'0* AZ.IMUrNS LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT REACTOR PEDESTAL BASE LINER ANCHORAGE FIGURE 3.8-13 2

I ~I ~ sz'o. o. ~~*It 11'1NG A-~ AfA~IA£,--- NOTE: E.§YAllOAJ Y;*-1'&1" L J11.5 * ).w 9"L6~ A.. 3',£AtCJI SIDE ~llNT40 RADIALLY' S*I K~Y /!AN THIS l)WG od&t: *=,.,, Ii o.r1eAJ'f"A* TIOAJ* 64"F"Olrl ,rt"/IJA~ .U4&M#'-Y' This UFSAR figure is provided to deHneate the primary (typical) structural concepts, arrangements, and elements reNed upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the struetures. see design drawing number(s): 8031-C-300. 1*

  • l'-D" 1*** 1j.' lt'.l<'l:*V~ Mtr (rYI')

A*J4' MATIN/A~ ~ccr10.u f Yt* 17~1'-L "f'H,..V 4-l'f't.AC£'5' I -- I 2-ANCHOR BOlTS, NUTS (WASHERS J' ~-t _;~=Rt:~~.::~-:~::OR BOLTS OF I AS Mc SA* 540 GRAL>t 823 I CLA.::>5 5 1 WITH S-A5NE. S.4-19~. GRADE: ZH ';EAVY HEX NUTS ( -. I 2-A5ME. SA*325 HAR::;ENED I

  • lt "1

' WASHERS PER ANCHOR BOLT J - ~!!__ j' ~ -------- ANCHOR ft 5 SUPPL/El* UNCcR I

,pe:r; 8031-c- z

~-=---..,.~ I

  1. *o*

~--- --~-- {-rYP) ..:5C:CT!ON J!/.s." - /r..o~ /Yo_7E: ~ ,/'1.::U,lf",£' ~.11--r.z. ~ LJa,{uM..V ~770# ,Me> ~..E<<n'ON' ~TJf,l.tS ~ P.4,q',l)OP.;f."1 ~ 6'ECllON © OC/All.- ,V,f.'!f: LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT SUPPRESSION CHAMBER COLUMN BASE LINER ANCHORAGE FIGURE 3.8-14

H G F E D c B A 8 ~ Q "'- W'I?: ---- \\ (TMTWN LA'!"l'~*rju11<< ~ "6, 6f!Ot-14 6*Q'O fl ""1W #4. JIJJ.'-af7f!I IL ft. tU'-S) 7 6 IND/t:A'rCS '()CATION Of- ~M ~a J..t/VW~ It. r wr* STl,,,.INI~ er ~#W~-, C..l.El..191'-11~ !I ~~ .. ~ ~;;; ~~ ~~

~
~

~~ ~~ -: ~

.:ii

~~ ~~ ,.iz ~I~ =1t ~~ ~ j i ~ e ~ ~ ~ r

l..

~ .... t i i 5 CJ ~L 200!?" -R IP!~N* L.1tJe1-z* IL !d5'-~ i 4 NOTE: BoND UN£ £U"Vll'T"IONI ,,,.,.,~ No.I i.A'f'I"~ M.3 l.AYl'.C,1\\11. ** L.. Yl,e f'W./# Ltfll'YIA H** '1 f o - ** INCLJNllD n~*

  • ucr.I

( ~14 GftOLJP..,.,.,._, 1() - 1111"0 HOlllZONTA~ NI

  • Ur; T.

1:2 * #4 #OAIZOfl/1'.A.L T"**l4C7. 1 13.,. 0 1Nt;.LIN6D,.,.... *ecT = ~o.. * ~ ~.':"4.;~~'i!j r11.s.. ucr. _ '1t.AC.~ AL.L. Tt~I IN G~V,..!!. TO 4IA.VI,,*.o" CL.-. ACt:*** INTO THI. NAU. MT. ~tl~I MAJ'. T0L.£1fANC£ ~,.~ tu*'-1"' tu*- rH'- rN- ?n.. '""**n* ~*, -... ~- \\0 61'04/P~ Pe,.. £VV.Y LAY~R OF TJIS This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see de$ign drawing number(s): 8031-C-250. 3 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT SUPPRESSION CHAMBER WALL REINFORCEMENT (SHEET 1 OF 5) FIGURE 3.8-15 2

H G

==* F llt.,.,.... j .. """"j E J4s* no* D c B A 8 7 I I 1111 I 1111

a. tn~a (7,.,..,. ~

~ I/ II. I \\.)s; XX>" -* HO" ' I I I 'L C/llMl6tP r,,l',,,.S 170* I I ' 't:IHN"' SMt:IS I#. .,~,,,, I ~o: -,'T,,.~7/NG ~ I ,#%.IM41!"N ~=~,(R~;,._ 6#~S Of'ILY) rr~ -le.tf',l>>P. nMr~PTIO/V'S,~_.,,,~ e1rrRIL @ 6 ~ I i I l \\

++

\\ __ tt++ j.,_ - l 1, ! l l "H*'-2 ....... "'4f' 'ICM~- 1'Y'lt.1l~.... ~ .. m:#L ~:l.r:~:..!!!! I ~ I c- 'II *#t'l"I. '~

>~

I I I\\ I IJO" 11'S 0 '\\(s* ISO" 1.-s* %... -t t!,,,.,WA-,:5 ~Uo,.....C"i)' 'tlll~T. WALZ ELEVATION_ - NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-251 for Unit 1, and 8031-C-265 for Unit 2. 5 4 ~ ffi!lli +HIBt! till ~I>-a ..L u ...J \\"' I~ ~ \\-= h ~~ ~,,.,._ ~s " l ~ I I\\ ~ ,~ IU. 'le llASI!' ONCMrC ..._.. II I!< I :::2 \\i' u!.11* \\ 7~ oo* 46° u* 110* - \\ Is" ~&AS£.u,,,. SLL c-z*a ttl111 (.LI~~) v<<r.' --.o*, 6'tWl~llf/lllWIS 0-'H'_. ~

  1. '*' 4; c_,_,1..os b#t:.7fl/lllt

}liCtC 1.111"1~~ Vl".e'T. ,,,,,..,.~, r,,.,., YriA /lrJll/fO,tC (r"') b ,.,.l>/ETK,.TltlN S~1"Uf>N .O~ TRIL © o* c~..,,,LD :u..<<111* I LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT SUPPRESSION CHAMBER WALL REINFORCEMENT (SHEET 2 OF 5) FIGURE 3.8-15 3 2

H G F E D c B A 8 7 NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-252 for Unit 1 and 8031-C-266 for Unit 2. 6 5 4 3 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT SUPPRESSION CHAMBER WALL REINFORCEMNT (SHEET 3 OF 5) FIGURE 3.8-15 2

H G F E D c B A 8 5 LI PPe'gS 51 ON ~01.. w,0..1...1.. -- DIAGONAi... NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-254 for Unit 1, and 8031-C-268 for Unit~. 7 6 5 4 270 3 ltd 51.** l\\..!141'-ir lrv,,,.** SLA *. iao* SL.. 171~ 11 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT SUPPRESSION CHAMBER WALL REINFORCEMENT (SHEET 4 OF 5) FIGURE 3.8-15 2

H G /T\\ + '"IJ ~ F I ' ' ' Ii; 11 I .-*1 I -* I l' ! I I 11<>" .. [ i I I i II ~:}*.,**<<.,..,,. I (1'rt-) I f I E D c B A 8 I 7 I 6 I I uo* ., o. i+OOK*'TY

  • t...1"IJ'*S

,~. l ,~ of.'** CAt.Ow&!.D s1.rr~c" (TYP.) I I 1so* 1'4"* ~--- -~ (lA'l'WA. "'ofl) WA'r: ICS-~T ON lttflJO MAT) SUPPRESSION POOL WALL ELEVATLON i.AYcRS N~ 4, S. (' <5 5 I 4 I ,l* \\ 1 ,~ .),. ~- \\_ ~ ""-SE.U.Ad H£ C* Z: ~

  • I,.,.

I IS° -/1 (lAY,_lt..,6);w;ioP l!IAtrS NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-253 for Unit 1, and 8031-C-267 for Unit 2. 3 I LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT SUPPRESSION CHAMBER WALL REINFORCEMENT (SHEET 5 OF 5) FIGURE 3.8*15 2 I

H G F E D c B I I r;'-z' CONTAIN~NT I 44*-o*.11. WAl..L TYPICAL WALL SECTION A 8 7 6 'NALi.. IZ-"IO TIES(/3~/.3"'°'.)-5E<:r. 11-.,,..~ r1~s(1~ G!IOUfJ3/Ho'? - ~er. I IO-<IHO 11~5(/d (J~l/P$/.Jr.iO? - .S~C7: C s- -~ nes('° aROu~s/~'- 5~cr. D 9 - '"IO rf~S( 21 a.<otl,-S/' $*d')-Mcr. E. !"~AC~ A'l. n~.5 IN GRili'c#".5 ro l..!AYd'.J'-t:!f c,.e ACC~SS INTO TH~ NAU. ~!7. <SIP'OVl"S "1Ax. TOl.f.RilJ..JC/!. t (C.* Nore; DIAO. AMI (l..A Y~/2 G ( '1) NOT.3J.IOWN l90R Ct.Alt/TY SECTION~ LAYllt AM. INCLIN~l"'I r1~$ I !J "'41R.$ 4G Tll.5 N HO II a ""'~s H .,,~s w fiAOV~1.MO Ill

  • l'Mllf5 Iii~ 114¥N O~

.Jl lli6 Tl~:J f"2lf OllOV,.! -~, y ' #G r1~s 1 t~ OltOV,.s I uo-; TOTAL. 43% tM ZG4 r1* ,Ot.AC~ AU. .,.,~~ IN (JlfQV/1'$ --+-#- -Ii++--+-- --+-il!+---1------4

r~~~:: ~:c~"f. ~~

NOTE: This UFSAR figure is provided to delineate the primary (typical} structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s}: 8031-C-866. 5 MJJK. 'T'OLf.1'A1'JC~ 1 <;* NOTE: Dh4il. ~R.5(t.A~ll e#7) NO.,. ~NOWH l"OIC Ct.A,g/7"Y" SECTION 4 3 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DRYWELL WALL REINFORCEMENT (SHEET 1 OF 17) FIGURE 3.8-16 2

H G F E D c B A NOTE: I /~* This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-850 for Unit 1 and 8031-C-980 for Unit2. 8 7 6 40* I /. I I

j.

7A \\ 0 f' I I I i I I t 1 1 I ~ l I I !. : . \\ I" oO_ Q I I 106' QRYW£l.l. WAl.l. ££.eVATION LAYeR No. I ( 0'-180') Vt£W FRO/VI OUTSIDE. 5 4 3 -{!)- -©- -@- -©- ----- lllV'lhl"illl"ttrr'l!YI t:iSJ.IU.;' /, ~ 04N41!/AL M;>71'(f_ ' Ao!l'aR4NC4 DWOS..U4,OJNG, c-g47, 2 ALL 111EllVl'ORC/lllq $TE~L SHl:::WfV ""'1' 1HI.:! . DW\\f. AfiE */8 S. UNLESS ()!nllElrWISE NDl'FD. .3 fl'OR TYPICAL. Pl!."11!TlfATt0N L/J.V"OUT 5Ef! Ol!.Tll/L 2. OWG C ~ZS/. LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DRYWELL WALL REINFORCEMENT (SHEET 2OF17) FIGURE 3.8-16 2

H G F E D c B A NOTE: This UFSAR figure is provided to delineate the primary {typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-851 for Unit 1, and 8031-C-981 for Unit 2. B 7 6 l'ld' ,~* DRYW£LL WALL eU.VATION 5 LA YER No. I ( 1so*- 3 60") VIEW FROM OUTSIDE 4 3 --<D- -©- -@--©- -%-- I ~~-+-.;..+...;:..+-;...a.~+-~ f:/S6IU.:' t ':::oF.':11'~~~~ IU,6UNt:I L AU. IMINFORC,,,,,_ $,._L 3HOWN ON TNIS OWtl. ARE 111/6 S, UNLL~.6 OTHCRWISI N07ED.

3. FOR TYPICAL PENf!.TRATION LAYOUT !!>~e Dl!TAIL 2, DWG. C-Z~/.

LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DRYWELL WALL REINFORCEMENT (SHEET 3 OF 17) FIGURE 3.8-16 2

H G F E D c B A NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number{s): 8031-C-852 for Unit 1, and 8031-C-982 for Unit 2. 8 7 6 ~- -,o* /06. ?d" DRYW£1-L WAL..L £L..eVATION £A Yet< N!I. 2 (0°- I go*) VIEW FR01'1 OUTSID~ 5 4 3 I --{!)- -©- -©- -©- --* ~ ~-l-."'"4.-"--+--11--+-I KEV PLAN NOT,S: I. l'Olt Ol!Nt:llAL NQTIF* ' /1Qt:ll~4 DWO&.se* Dr\\IO. c-e{I?.

2. Al.4 REWFORC/Ntl STEEL SHOIWrl t:W 1HIS l>W(j. ARE
  • 1e S, UNLESS OTHERWISG NOTED.

LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DRVWELL WALL REINFORCEMENT (SHEET 4 OF 17) FIGURE 3.8-16 2

H G F E D c B A NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-853 for Unit 1 and 8031-C-983 for Unit 2. 8 7 6 I I I I I I I I I I I O.r-r6 I I I I llS5" I t7r:I QRYW{LL WALL eLeVATION lAYE.R N* Z (fif0°-.360°) VIEW fR0;11 OUTSIDE 5 4 3 I ~~.....,~~-+~'---+~ ~*

f. FOii tMN41'iA' /'VCT~S /,. RE,IR4NCI DWO$. S~ Dt'>(;, C*H7.

2 Al..L REINFORCING-sr~~L SHOWN ON 'THIS L>Wf'!T. ARE,. Ill S, UNLES.S OTHERWISE NOreD. LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DRYWELL WALL REINFORCEMENT (SHEET 5OF17) FIGURE 3.8-16 2

H G F E D c B A 8 7 IOS' DRYWELL WALL ELEVATION LAYER No..3 co*- 180") NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-854 for Unit 1 and 8031-C-984 for Unit 2. 6 5 VIEW fROM OVTSIDE 4 ITIONAL MNO LI~ EL. IH"-1'\\- 3 NQTES: I. ~OR CIENeRAL NOTE3

  • IKFE~ENC'E ~

SIE DW(J. C-247. .t. ALL REINFOllCINfi STEIL. 3HOWN ON 1111.S Dlfll!I. A/ti

  • 1a 3, UNJnS 01"14ERl!W54 N'OTllJ 3

rOR TYPICAL ~Nl!!TflfA"ftON L/JYOur. 31!~ Dt:.TAIL Z, OM$. C* UI LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DRYWELL WALL REINFORCEMENT (SHEET 6 OF 17) FIGURE 3.8-16 2

H G F E D c B A 8 7 3tJ$. 270' DRYWELL WALL ELEVATION £A YER No..3 ( 180' - 360°) VIEW FROM OUTSIDE NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-855 for Unit 1 and 8031-C-985 for Unit 2. 6 5 4 TRAWITIONAL BEND LIN£ eL.. 2.1s'-2ii. 3 NOTES* -(i)- -- -@- -©- ----- 0 1@@) II I ~@+,,.,..,1--..+~.1---1-....;....i l FOR GENERAL NOTES W REFERENCE DWGS. SEE DW(j C*247. 2 ALL REINFORCING STEEL SHOWA/ ON THIS DWG. AH.e ~ 18 S. l/Nt.ESS OTHERWISE NOTED. 3,,t:Olf TYPICIJL ~NeTftfATION LAYOUT, S~l! DETAIL 2, DWG C-251. LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DRYWELL WALL REINFORCEMENT (SHEET 7 OF 17) FIGURE 3.8-16 2

H G F E D c B A 8 NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-856 for Unit 1 and 8031-C-986 for Unit 2. 7 6 0 0 I I I b p-0 .11--"i! ,... d

X-jl~

0 0 DRYWELL WALL £Lt:VATIQN t.AY£R No. 4 (o*-1eo*) VIEW FROM QVTSIDE 5 711' 4 3 I ~~...i-;;;..+.::::...i-;;.....i.....;;;..+...::...J ~*

1.

t1ID.it" cx~~A1...voru ' 11*.-411~NC* l>>'Vfl~ N~ OtiMJ. C*l.-7.

2. A.LL. ~INRJHCIVIP STEEL ~

CW TNIS./Jlt(1'. ~~ *NJ~' t.INUSS OTHEHIV~ NOTE/). -' FOR TVPICIJL PENETRIJTION LIJYOU7

51!1!

D~TAIL 2 I DWG. c - 251 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DRYWELL WALL REINFORCEMENT (SHEET 8 OF 17) FIGURE 3.8-16 2 1

H G F E D c B A 8 NOTE: This UFSAR figure is provided to delineate the primary_ (typical) structural concepts, arrangements, and elements relied upon to perform the safety related function_s of the subject_strucl!J~es. For detail design features. dimensions, and as-built cond1t1on of the structures. see design drawing number(s): 8031-C-857 for Unit 1 and 8031-C-987 for Unit 2. 7 6 ..t-t1o1a 0 N/~ -X*Z6 0 )*14 0 QRYWlL WALL LcVA TION LAYER No.~ (lll'.l*-"3t:o0 ) VIEW FROM OUTSIDE 5 4 3 KEV PLAN

1..-oit 04~11"'1.t.. Narls " #~,.~R~NC~ o"""'"*
  • 1* OW'tl, C* 2<11.

Z. ALL RE/NFOIK'/Ntl 5'1'4EL ~Olf/N ON 'TN~ IJWtt A~~ 111/8 s, UNL~S3 OTNtl/fWf$1 ~"* !!. 1"0~ TY,.ICIH.. ,.~N~TRIJTION LAYOUT 3~~ O~TlllL 2, DWG C

  • 2!JI LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DRYWELL WALL REINFORCEMENT (SHEET 9OF17)

FIGURE 3.8-16 2

A NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-858 for Unit 1 and 8031-C-988 for Unit 2. 8 7 6 11:111* .o* DRYWELL WA4L ELiVATION LAYe-e No..:s, ***,..,*) °VIEW Fl'.Ot1 OUPIDE 5 4 3 --(j)- -©- -@-- -©- -@--- I ~~.....,~...::;.+.;:;..a...;;...i-,;:;~ NQTE.:.' t ::: =-if~~l":;_TU ~ lfl.-llfl/l/CI DMta

z. ML li'EIN~CM/tl STE~i..$kQvN 0111 TH/5 IJW(!I A~ *16.3, IJNLLs5 (7711~E NOTID.

LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DRYWELL WALL REINFORCEMENT (SHEET 10OF17} FIGURE 3.8-16 2

H G F E D c B A NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-859 for Unit 1 and 8031-C-989 for Unit 2: 8 7 6 l!S7 )O' ~-47 ... *e l'*,1 ' O>--I01c. -co UIS' f§' DRYWcLL WAll cLcVATION 5 LAYER No. S (190*. J(.o') VIEW FRa-t OUTSIDE 4 3 -©- -©- -@-- -©-- -@-* 1@ 8 II I ~ ~+""""i-.;;;-1-~L..::..+..:;_J NOTES.' /.,..~ 04N~lllf4. NO'/'~$ ~ A~~~R~NC~ OWO.S. 8~* Dt't"O. C'* tttl7.

2. ALL RE/Alt#'OllC/fVtf-S7W#I... ~

~ THr.5 ~ ARI "'/llS, ~.t.63'.:S orN11ft/V~~ NCT'ID. LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DRYWELL WALL REINFORCEMENT {SHEET 11 OF 17) FIGURE 3.8-16 2

H G F E D c B A 8 NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031 *C-860 for Unit 1 and 8031-C-990 for Unit 2. 7 6 rt--t-+------1-l-l~..--!_J__l__j___j___~ l~ '"i1 \\\\" PRYW<"LL WALL £LC: VA 7"/QN i.AYU~ No. <O (o'-111<>') VIEW FROM OUTSIDE 5 4 3 I ' L_ ~ LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DRYWELL WALL REINFORCEMENT (SHEET 12OF17) FIGURE 3.8-16 2

H G F E D c B A 8 NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-861 for Unit 1 and 8031-C-991 for Unit 2. 7 6 D.£YW£LL WA4L EUVATIQN (190'-%0') LAY'£R No. 6 Vlf:W FROM OUTSIDE 5 4 3 NOTE-': /. .-0~ Oo!N4.. "4L Non* £ ll61"*~4Nf:6 &JR~WIN0$, *U OWO# t:*Zt#'1. 2 AL~,l'/£/A801fC~ ~L -3HOWN ON 7111.$ """""' ARE *~3, /,MMEU aTNlfifWISE N017!t'J. ,,P LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DRYWELL WALL REINFORCEMENT (SHEET 13OF17) FIGURE 3.8-16 2

H G F E D c B A 8 NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-862 for Unit 1 and 8031-C-992 for Unit 2. 7 6 DRYWELl. WAL~ £LE. VA TION ?o'-1 3 LAYER No. 7 VIEW ffZOM oJT5\\DE 5 4 3 ~ I ' NO Tes: /,.-0.C 04N411.A' NOr45 I. R~l'ell4NC6 OllAW/NG8, ~*~ awo. C* '147. 2, AJ..L /lf~#lll"'OIK'IN~ Min 3.NOWN 01i1 T'NI.! ~. Alf'E *MS, lHlll-1$$ 01HD1'1W.sl NCnF~. LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DRYWELL WALL REINFORCEMENT (SHEET 14OF17) FIGURE 3.8-16 2

H G F E D c B A 8 NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-863 for Unit 1 and 8031-C-993 for Unit 2. 7 6 QRYW44L WALL t{L.::VATION (180" - 31.<>*) LAYER No. 1 VIEW FROM OUTSl~E 5 4 3 l.CA~LD .Sl"LICl!J KEY PL"N ~* /...... HN64AJ.. l'tlO'N* £ MNll*Nc* -'W"4w1.w*,*u awo. t:*rt17. Z, ~ ~~~!76~:: ~- LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DRYWELL WALL REINFORCEMENT (SHEET 15 OF 17) FIGURE 3.8-16 2

H G F E D c B A NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-864 for Unit 1 and 8031-C-994 for Unit 2. 8 7 6 /.r* 90' L?RYW.CLL WALL £L£ VA TIQN LAYER NO. 8 co*-1eo 0 ) YlfW FROM OUTS I DE 5 4 3 TO,. 0.- c9NCl((~1'i! EL. ~'2!'-;! I --{!)- -©- -@--- ---©- ----@-- (!) ~~-1-...... 1-"'-+__;;_-'-"-11-=.....I NOTES: /,...,.c G4N4.CAL Nort:s "lf41'4.C4NCI DAIA'NINGe, S64 OWO. i:;.z47,

z.

AL.I.. IU!N~OllCING srt~I..,,/./Or.IN ON 7"Hl5 OWG. Att..,a.s. l.INL~S$ OTN~AW/.$.! NO Teo. LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DRYWELL WALL REINFORCEMENT (SHEET 16OF17) FIGURE 3.8*16 2

H G F E D c B A NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-865 for Unit 1 and 8031-C-995 for Unit 2. a 7 6 1* ocO )"27,Ao 0 _,, ~ o,,... oo DRYW?LL. WALL £LGVAT/ON LAYER NO 8 (180 - %0 ") VIEW FROM Ol\\,T:slDF. 5 4 3 I ~~-t-...-+----l~..&.~4--~ NOTE~.' /. ~II Ol!N411AL N01'*6 I. ll*,.11141>1<::4 D6... WINO$, **I QWO. ~*Z47.

2.

Al.I.. ~INl'O~CIH<1 ~iUt. SHOWN 01V TN/$ ~. A~~ *Id*, l.INU$$ OiH~llWIS~ NOT~D. LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DRYWELL WALL REINFORCEMENT (SHEET 17OF17} FIGURE 3.8-16 2

H G F E D c B A 8 c !.. 4.1 ~ '$1AM5 TYPICAL 7 SECTION T DE.T. TYP. I t L----i~--'-'-*'I, 'Ir-""' --CL-if-I I I I I I I

i:'
1 11 I

I I I I ' I I V£11.T1'"AL SE,111,._,, C6'N r-E".eEP 8£,..WOEN 5£.A'~ #NCNO!e ~ )!,, I 1: I ' 1' '):,9-1F=~~F~""9tt-=- 1~:=-l.._~... u'............ ~....... _.~*1-~_..to-~-J>----~._...... --ifj.,._...~ \\_~-- 6 I I I I I I I lJ !I.,

1,,

~ ~ I I I I I I I I u ' I ~ !

1 1:,
K_

l!I I ~!~LL c 1.-4./ _.,..,,.~ t I I I I I ~ I I I '1 1 1 1 i I 1 11 I I I ~1 1 I I I 1 I ,1 1 I I TYPICAL ELEVATION 5 u I I l I WELD CCNNEGTION 4 5C T/ON 1"VT6 wr* DETAIL@ 3 DETAIL NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and erements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-282. LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT SUPPRESSION CHAMBER WALL LINER PLATE AND ANCHORAGES FIGURE 3.8-17 2

H G F E D D£7AIL c B A 8 WT~><8.Z5 CENTEleED /!EJ"W&EN Al.'TERN.4ft 2¥1.*~BARS ~ .I ~ f_ SLEEY EL 322'-<'4 __,-------n*.. /*:1 ~_>------~a G~/#D£l>US,. PNYFPT I STR6.J COIKE"Hl".f'A/ICWS ~>-~~===~-- =---- --~'-c~~--

=~--.:;_-~==-.o===~

--==~~ !'VOT'E. FDA oer11 /LS NOT /1a*tf-HOUS ?"F~OM 'r§~-, I It *06El'Tt<') ;'--.-;:--! c, I X,, I D~TAIL

~-

// t _i(~/<;_ --- - ! ;.,. ' /,- TYP / )1~V~-11 /"'/4'K1'~.-,'"',,._, P&t..SCW G'f/106' ( 117 AP.Pie()~. &l. ~.r.f'*#~-, "Z71 1*10; -Wll.~10~',, ~~~IP~". _:::::~1'i-Af EV~JllY OTHlt'f V~l'7. <£Tlf"F. I~ 't/I ASTM-A 3c; 8A,ll\\' (C'.?NJ'i'~S~~t.S /\\IO.rNJ;QZJ,) TYP!CRL 7 SeCTION 6 -~wrt.~r.t.~(£ Z.*"C,c. M.MX. ~-===~~~===-=-

---~

~-======= ~ STtFF!!>llt~S 1?> ~e 'SPACU ON Z4-' 1 Cf~TIH.1 AMO 12.ISPM:-B>,.,T *n;e Bo"li'o"'I i;o<1 e: o~ e.. c'! lll.. TI!.. 5 TYPICRL 4 cLeV~TION 3 TYP. RING~ D£TAll.. 'VE[AtL © NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and efements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-285. LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DRYWELL WALL LINER PLATE AND ANCHORAGES FIGURE 3.8-18 2

10'- 0 ELEVATION ADD#18 BARS AS" SHOWN FOR PENETRATIONS OF 40" DIA. OR LARGER SECTION TYP. FOR 24" DIA. PENETRATIONS & LARGER NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-253. LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT SUPPRESSION CHAMBER WALL REINFORCEMENT DETAIL AT TYPICAL PENETRATION FIGUREU1a

  1. 18 TYP.

t'. PENETRATION ELEVATION SECTION TYP. FOR 24" DIA. PENETRATIONS & LARGER NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions. and as-built condition of the structures, see design drawing number(s): 8031-C-866. LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DRYWELL WALL REINFORCEMENT DETAIL AT TYPICAL PENETRATION FIGURE 3.&-20

1 ",-! I I

  • ~'W
  • EL. 258'- 0' W/2

%"ex 7 5/16" NELSON STUDS@ 12" 0.C. MAX. 0 ...z....~~~~~-t-~~~-f~~~~--1~~~~~.J-,/--_..,~~N PENETRATION TYPE I NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-287. N FLOOR ft EL.. 253'- O" LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT PIPE PENETRATION DETAILS (SHEET 1 OF 8) FIGURE 3.8-21

H G F E D c B A 84-" 1JxG HAlP CIRCLE PENeTR/lTION FlfEDWATE R LINES e 7 6 BA~ /1JCG NA£F CIHCU PNTRPT/ON

  • ---~.
  • '~.,--

'I, TYPE.IJr" MAIN STEAM LINE~ RH~ SHU.TDOWN COOLING SUCTION LINE. NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and eleme.nts relied upon to perform the s~fety related fu.nction.s of the sub1ect.structu.r~s. For detail design features, d1mens1ons, and as-built cond1t1on of the structures, see design drawing number(s): 8031-C-287. 5 4 3 .JJeT C2) BAR G,.,, "!'*BFOlf TYt> J1l r~a 8-'tli: t;,.,.. 1'*8 rOlf TYPE a Tl /J MR 6.,,,, y. 2'-sJ rM lJ[ E.s. BA.(.'° w/ >< 2'*7J ro~ JY E.S. SECTION LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT PIPE PENETRATION DETAILS (SHEET 2 OF 8) FIGURE 3.8-21 2

/7:_-_ ~

-d._ -- '...::..::-~=::;w::==--==-=~=-=- --

\\ )Y' 11w r* I PENETRPTION TYPe-v PENET/e~T/0/\\1 HIGH TEMPERATURE PROCESS FLUID NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-287. INSTRUMENTATION I I J1., MIN. )( \\ \\'V TY;=:'E vr LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT PIPE PENETRATION DETAILS (SHEET 3 OF 8) FIGURE 3.8-21

tl:.1'g x 4 Ft/L.'_ CIRCt...c t;AR 4 ""!zxo'-8@ 30*0.C.(~OR _ ___, TY/0£ YZI st.ccve,~--..,,.., __,. _____ ....,~ 8 11¢ ~LA~ER) PEN£TRRT/ON TY.PE 6" MIA.I. VII 44-1*-/0 R. 8UNP Ft.G. F~..e Pl<~~S$. TGSrlNG> et.. 254~0 I )f I~ I.5"0,,;- w. N. Ft.19 r.P-'4C G ,FZh'NCE ~ P£NCTRPT/ON TYPE vzzz LOW TEMPERATURE PBOC.ESSFLLJID TR..AVER5JN(j INCORE PRGBES NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-287. LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT PIPE PENETRATION DETAILS (SHEET 4 OF 8) FIGURE 3.8-21

NOTE: 1 tu al ts arrangements, and elements relied u~n to This UFSAR figure 1s provided to _delineate the p_nmary (typical sFtruc oo';. 1~~gn f~atures dimensions, and as-built cond1t1on of the perform the safety related functions of the subject structures. or ai s structures, see design drawing number(s): 8031-C-288. 11 '-11 I. '-I 4-'-t. ~*- II SP. o o o o o o o o o o o o o-' 11-------,,------r,-o o o o o o o o o o o o o o o o o o o o o a o o I C::.. 2"'~g" e o o o o a o o o 000000000000001 000000000 I I 1000000000000001 0 0 0 0 0 0 0 0 0., lo-00000000000001 0 0 -0 " 0 0 0 0 0 0 0 0 00-GOOQOOOOj I 0.. 0 0 -0, ~ () 0 0 0 0 0 00 ro.rooooooooo

\\~~~---' ----~~~-"-~/it-I-----~',<;-<>

.SLl!t!Vf! { TYP.) '-'-5" 1-& 0 0 0 0 0 0 0 0 0 0 0 ----==..,...---* lo-00.000-00~-e--oo 1 -o-e--e e o e-e.o o o e o ' 1-e- -o o -~o o--e -e---e-e -o 0 I~<> I I <>--<> OUTSIDE OF LINER fi. PENE"TR,,&:;T/ON ryp S" '-7 e o o a o o o o o o 0 0 0 0 0 0 0 0 0 0 0 o--ooovcooooo I 1oooc>GOOOOOO loe--000000000 I 1 -e----e-Goooooooo 0 0 0 0 CRD HYPR.AUL/C LINE.5 \\ ~ ~ I\\,,. II: Iii \\._ 1z l/J 5Cl-IO. 40 f/.D 5L~EV~ yP) 5'°0° * 'Sl--IOWN Zl'o" - o..-,1'! H.ANa I S£C/ION St.OP LIN~S i..1,-~"l"tr;t! Foor ro o.1.1r.,-10£ i::>r SN/e~P WAl"<.t. --,-~~- +-~~~-.-.~~ ""II. S-~CT/ON 30'-11 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT PIPE PENETRATION DETAILS (SHEET 5 OF 8) FIGURE 3.8-21

fl\\ ~ ti ~ ' ~ '\\S ~ ~ fl~ Y4 1 ' L1"1ER. ~ ~ SUPPRESSION I ~ -2 TYP~/!6' ~-- ~. ( -.._t \\ II \\.jo,, ~ ~'- z*~ 3'-z. \\....* "0 IS r ~ t I, ' \\.... \\ ~ '\\;!' .J \\. -:'\\ 'I I~ -= (I \\ * --) )( I I I <\\I /\\ I I '=" *- \\"/ * \\....:1 ~( ~ ~ ~ - FLUED HEAD 0 9 11 M11\\.J. I. p .) L ti ~ 1/1-LINtR Ftft.1(4 B4R 4 J( 12 x 0 '- 8 11 @.. 90° o.c. FULL. C.l RC.Lt: !="OR TYPE

K ;K V2 ONLY TY'P PENETRATION TYPE XX 11 POOL ACCESS TYPE x XI PENETRATION TYPE X XSZ I MODE RATE "TEMPERATURE PROCESS FLUID NOTE

This UFSAR figure is provided to delineate the primary (typical) structural. con~epts, arrangen:ients,.and elements r~lied u~n to perform the safety related functions of the subject structures. For detail design features, d1mens1ons, and as-built cond1t1on of the structures, see design drawing number(s): 8031-C-283. LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT PIPE PENETRATION DETAILS (SHEET 6 OF 8) FIGURE 3.8-21

x (\\J L 1%. " J ~ ,c. Y,'- LeAK Cl-/ASE I 2 (0 - ~'~ ~ ~ -X NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-283. .. 2 ~-,,

  • ' 3 '- 2" 17

,1 11 11 0~,~ / \\ ....1~~~~~-~-.=;~=-===~=-==-=;;:r:=====-===-==s=ii:;::::=======l~~~y ~ p p ~ ()I D V 0 p \\, ~ ~ II ~/If. Fi~x.4-0 0 p FULL Cll<CLE i.i.

  • (Nor RE"Q'O re Y-z.. x 4

/='i.IL t. CIRCLE' ~ 11 ll~ER ~ (> FOR. "Z. 11 OR t p E PENETRATION TYPE X x I I I INSTRUMENTAT! ON LOW' TEMPERATURE PROCESS FLUID PE'NE"Tr<ATION TYPE xx JV: STRAIN GAUGE lNSTRUMENl"ATlON LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT PIPE PENETRATION DETAILS (SHEET 7 OF 8) FIGURE 3.8-21

7~.92 1 RAD/AL LINE TO r£ CONTAINMENT .-. I'"°'.... "... -*. ~ ~ 5/a. ' /< D.

* \\.

b .l) 'Q II -. fi%x12"0D w/ ELLIPTICAL CUTOUT ~ ll) \\0 TYP t.EAK p 1 11 t..AP (M1N) CHASE. PENETRATION TYPE q SUPPRESSION CHAMBER.DRAIN \\ D . b r. * '. b ~ ~ "*: ..... i7 [" .**. b f) xxv I> D (} ',, D 6 p \\ \\ I>

  • t>

/) .L..-~*-'~--*t--*-*-~---~ NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-283. LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT PIPE PENETRATION DETAILS (SHEET 8 OF 8) FIGURE 3.8-21

~EMOVAl!>LE' E;,iD COVEil. I IJ REACTOR I ~ I I ~ Yi"x. 4 11 PLATE.--. FJLL Lli2'.CLE PRJMAl<.Y CONrA1NME'NT-~r-------. L..INE'R (1/4" PLATE) PEN. ETl<:AT'ION J I SLE:EVE:--1 Yz' PLATE~ (00=2 ~SLEEVE. OD) CONCR~TE - I> \\_ CA..t'.JLES IN cori.1Du1T \\ srEE L HCADEI< PLATE~ '\\, F1E'~D w~......;----- TYPICAL 1NSTA1...1...ED ELECTR1CAL PEl'-JETkATION ASSEMBLY I I \\_ CAi!:>LE TRAY SECTION,.A -A* E~D view "F ELEC.TO::IC."-'- PEi..1ETf<ATla'-J OUT $10E CO>JTAl~ME>lT LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT ELECTRICAL PENETRATION DETAILS FIGURE 3.8-22

  • 14 HOOP BAR LAYER No. 4 _ __,.,.....u_ i VERT. BAR LAYER No.5 HOOP BAR*

LAYER No. 5 HOOP BAR 0 EQUIP. HATCH EL. 258'-0"

  • 14 HOOP BAR CADWELD SLEEVE & ANCHOR ~

LAYER No. 6 DIAG. BAR LAYER No. 1 LAYER No. 7 --1---.fMll~'l====;l==#=<f/=7.-31' VERT. BAR DIAG. BAR LAYER No. 2 ail.1-H+--- HOOP BAR* LAYER No. 8 ~/.ALl'.._...,Jrl~IJ:J~F.-"'=#-<#l-i.n'o4/ LAYER No. 2 HOOP BAR

  • HOOP BAR..

,.......,__.:...s-- LAYER No. 3 VERT. BAR NOTE: TYPICAL SHEAR TIES NOT SHOWN FOR CLARITY. LAYER No. 8 HOOP BAR.,.,

  1. 18 TIE W/ ANCHOR LAYER No. 3A VERT. BAR

.I!.

*9TIES TYPICAL SECTION AT EQUIPMENT HATCH SECTION @

DESIGNATES HOOP BARS BENT AROUND EQUIP. HATCH DESIGNATES HOOP BARS PLACED OUTSIDE CONICAL SURFACE OF HOOP BARS@ EQUIP. HATCH LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT REINFORCEMENT DETAIL AT EQUIPMENT HATCHES FIGURE 3.8-23 Rev. 11 9/02

-~~--O*Aff 9 *2

  • O(.,r

-8"'1?9,.z,. 0~101:,"~ l i1l ST/J:,&ENER ~'.s-1' r. I [JoT I __ kE5 ,-8'-§h I I 1z~* l ~I . r- ~-' 1:0" - L 2 ~' 2 %/ t-. -r-T°"'Y""l",..-1 <i£ SYM.ABT. \\\\: ~ -~ 1\\1 ()\\ BAR4xZ.x0*1 ---' c-1 ~/l)E .SECTION PLAN NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 803i-C-286. f ~Vz'.P LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT BEAM SEAT EMBEDMENT FIGURE 3.8-24

4-r+' (TYP) p l A N

~------

~-~ . -t () ~ J .a (TYP) (TYl 2 ) 5 E c I ION @ NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-289. LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT PIPE WHIP RESTRAINT EMBEDMENT FIGURE 3.8-25

~ ['.-~-- , --- --- I T.1,-- I-~~--~- I I c---. - ---.-- ~~~=-i ~ ~-.:. - .SYM.A81T-SeCTION C-C !!"R TYP

1;;:;:::=====~1=1-+-+-:+-P=~~~~~~

. 010" t;llP /~II SYMAST SECTlON D-D

  • I TACKINEl..D Al"Tclf! FINAL AD./tl.STMl!N~

ft-'1' JI~)!.. #£/ID 8tU.T !%/"La TY'P ,,,,,..~ SECTION B-8 NOTE: + c T YP';.. ---¥---/ Dt._ t=E"MALE A55E>l1Bl.Y SEISMIC r(Usg (+.oos,-. ooo)

8. Z5p I

(+ 005 --~ h."fi TAl',PE/),llo~Es Hf' l"TilREAf) LE#6Tlf SUJ!l'#CcS 7"Q Q ( 4.£Q'CJ) p19,e1111..t..E(.. ( V: ~CAt.. ENLAR.<JED PLAN D J --+---, t i I I I -- ~-J This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, sec design drawing numbcr(s): 8031-C-286. A~ !'-e* I I SYM I ABT ~ PLAN MAL£ ASSMBLY SECTION A-A LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT SEISMIC TRUSS SUPPORT (EMBl:DMENT) FIGURE 3.8-26

BOUNDARY F z O', BOUNDARY E ~- BOUNDARY D BOUNDARY B BOUNDARY A LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT CONTAINMENT WALL ANALYTICAL MODEL FOR AXISYMMETRIC LOADS FIGURE 3.8-27

I I I BOUNDARY A --.. 1 1 (VERTICAL I SYMMETRY I PLANE) I I I I I I I I I I I I I I I x \\ \\ \\ """-...... /' ~ z y \\ \\ \\ LOADS DUE TO PIPE RUPTURE \\-+--BOUNDARY A ,,/ \\ \\ \\ \\ \\ \\.. I I I I I I ,I BOUNDARY B LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DRYWELL WALL ANALYTICAL MODEL FOR NON-AXISYMMETR IC POSTULATED PIPE RUPTURE LOADS FIGURE 3.8-28

BOUNDARY D BOUNDARY C z BOUNDARY B ,-..-- BOUNDARY A {VERTICAL SYMMETRY PLANE) LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT BASE FOUNDATION SLAB ANALYTICAL MODEL FIGURE 3.8-29

BOUNDARY D BOUNDARY A (VERTICAL SYMMETRY PLANE) z BOUNDARY B BOUNDARY C LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT EOU IPM ENT HATCH ANALYTICAL MODEL FIGURE 3.8*30

N' o* /tJO" l/F'71NC t.UC. t,q. 0 ¢ Clfi' M.*.!tl#C(.£ (X*4) ~61' ~?"'91(. MPNHOL 10'- o" HERO - TOP V1W

q. - (.//"TING t.u~s. G'/i'l.IAL< y 5MCE'P <:'.!ti P.t:YW'U. 1./£..QO -

SEMI IOl.i.IPTICAL MFAC1 MIN) ~-- [__ ___ ------~~~~:~~--- ---- - _ _J ( ---*--1 VEC,,$E.L SECTION@ NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related funciions of the subje*ct structures. For detail design features, 'dimensions,,and as-built condition of the structures, see design drawing number(s):' 8031-C-290. \\ LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DRYWELL HEAD FIGURE 3.8-31

COIVC. OUiUAIE "'"*'"'~ I \\ I NOTE: ,~~YWcl.1. I

~
  • .*I I "
1-1 "

I .* ~.. -- I / -:~-.--;:r:-~-::' - --<~~ J: \\.:0 ~ - \\. c * \\ I \\ PL;::;N EQU!PM£N7 ,qcce-ss 1-, I, I I ' I ,llArcR 1N , I OffAI ~lr/C'N-.:: I' I I I I I' -,£&.. ZfS~O' ', I* I I I I SeCTION@ This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-288. LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT EQUIPMENT HATCH FIGURE 3.8-32

NOTE:' LIFTING Z~, * '-'*O MIN ClER~ OPFNI#~ {TYi'") EXTRIO~ I CONTR~<.~ / / I / I l i // / ',, _____ :-:._-=t-~~---- _J/ __J EXTEl<e/O;t;f £" l £V,l/;T/ON T I I !iQl.JIP. H/l?TC# llY I OP~/V Pli?SITIOAI **... ~l~ '1 ' I I I ' _________ l _ _L ___ _ I I I I I I L _____ - --, - _j ' J EL. 253 '..o --; LJ SECTION EQUIPMENT RCCE'5S w/ ?E~SONNE'L LOCI<. ( x - z) This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-288. , *: io

  • INSl&JE <:7,,-

0RY t'Val..1.. PLArrORM l{i' EL 253 '-o LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT EQUIPMENT HATCH WITH PERSONNEL LOCK FIGURE 3.8-33

W.N..rt,qN~t "w** I t:::.OVE'R. oe.r.@ iYP. El.. 'Z~4 ~(. "? NOTE: FEJ61S.4 ,. t='JJl..f. C.l/'lCl.C/ I' 0 ~ 'ff 1 ~1 \\fl re.,.. ~" /./NcR. ft.. This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-287. J !Z5 IZ IL II /'1-NPT.PRESSJ.JR£ 7t:ST T~r> W.N. F"t.G, 0£Tl91L LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT CONTROL ROD DR IVE REMOVAL HATCH FIGURE 3.8-34

BOUNDARY B BOUNDARY A DRYWELL HEAD MODEL LOWER FLANGE MODEL NOTE: CROSS-HATCHED AREAS ARE MODELLED AS ORTHOTROPIC LAYERS. LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT ANALYTICAL MODEL OF DRVWELL HEAD ASSEMBLY FIGURE 3.8-36

H G F E D c B A 8 9 ~ ---~~: ~: ~1 ~ ;:'~~I ~' I ~~ ~~ 7 NOTE: This UFSAR figure is provided to delineate the primary. (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject.structur~s. For detail design features, dimensions, and as-built cond1t1on of the structures, see design drawing number(s): 8031-C-259. 6 5 I 'r<~i 40*50' I 4 3 ~ \\ M.'iTC~ LINE, -;:01'1. '\\._SEE S/Wf!TL \\ \\ "'°3Mo!R< -~ '#18 R.A/)IAL M.c5 ry.,- '--c'40WElO :SPi.IC£ Pf:ll\\/L (TYP.) fl 14 Typ ~OR HOOP _a,<1~ UNO LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DIAPHRAGM SLAB REINFORCEMENT (SHEET 1 OF 3) FIGURE 3.8-36 2

H G F E D c B A 8 7 NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and efements relied upon to perform the safety r_elate~ functions of the subject structure~. For ~!3ta1I design features, dimensions, and as-built cond1t1on of the structures, see design drawing number(s): 8031-C-260. 6 5 ,_ 5~ '-5' TOP ; Soi R£JNFO~CING.e.AA'5 1..1 NO PARTIAL PLAN 4 3 //i~PRAO/Ai... dARS 1 / 1 *a M<S I :1i0ryp ra< HOOP,..... -,,...,.----.,~ ~ qo* LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DIAPHRAGM SLAB REINFORCEMENT (SHEET 2 OF 3) FIGURE 3.8-36 2

R}j 'I; ll) ~ ~ -~ ~ Q ~. ~ 'v : I I "l l\\i ~. ~ ' "' 1 j I ~--,,. I Ai~ .!!'-~# 0/,1, ~Tl.. COLUMN

  • r'~*:~&~*

,. 7 l)()()/jl.£ . VERT Tit: JI: ' -. -~ 7 ~1~ i c- . r--.. ~ ~- - - - - A. ~ ~' I i I . 4 -~ ~- °'* I > ~ v----- I*' /3'- 2 "Ii! I I I ~ I I 0 ', ~ 0 0 I I I I I 'v-SECTION@ - VERT. WALL RE!N/f' 55 SEE DWG C-2 100 '- 4* . ~-,6 ~ '_D L--------1-----------'.&>_,. '.. _*-# v II 7 DOUBLE TIE.5 .6ARS 8AR5 ,,__lJ__"___ TYP I /RADIAL BARS MECl-IANICAC. ANCl-IORS II 18 RA!)IA BAR.

  • <fr,, T/£S 0 (2 PER SET J T

~-~ . 1-- ~*0 1 NOTE: SECTION (r) ,~ r ___L_~ ~1-

    • :. I

'-J._:::.;.,L_~ - t I J.---=~--./~ ,i::l This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-261.

  • ~

.* *?. /..JOTES:

f. FOR FENETRATIONS 20' DIA. OR LARGER, ADD 4"6'! 8'-0'LONG TOP & BOTTOM.
2. ::!TA/oJOARD UOOK:S MAY BE LJSEO W~ERE
  • a BARS INTERFERE rvtT/1 COLUMN SH!;AR Hl!!A05, EM6ED5 OR RE~AR

!!ND ANCHORS. DETAIL 1 ('TYP,) \\=-* LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DIAPHRAGM SLAB REINFORCEMENT (SHEET 3 OF 3) FIGURE 3.8-36

H !.o"

  • -r(P

-~- G F E 0 D I:* c .if* 1-1l.lz" R...O B A 1eo* PLAN OF DIA Pl-lRAGM SLAe l!MeEDi.*IENTS 8 7 6 5 4 3 ~-z*, eOLT(TYI"') / ~TD lte.6.VY 5El-'ll * / rF1N. ~Ex. NU'T WITl-I // l'<'A!51-1ERlTl'l":) \\ "--- 14 *IO*I0~1't. (CWT TO CL..e.AR. 53 IF REQ'D.J '"-It I* 6<w.Q'-C.' (TYi"') TACK ;:, PLACl!.5IJ'I'~ FOR ANCHOR BOLT EMBED TYP SECTION t ~.hA..... C.'f o;oMT... '""'"""'IEAJT I ........ I"'*... ~ YI!. SE.CT101'.J 5E..CT 1 o f\\J NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing nurnber(s): 8031-C-294. ,i.* cONc. 01.-PllfllAGM FLoOR WI~* REL1eF VALVE Ol'"S CMARo;;I. PIP!!. '9Lel!.VI!. LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DIAPHRAGM SLAB LINER PLATE AND ANCHORAGES FIGURE 3.8-37 2

210*--- / 1 \\* I*.. _I i j I _J;,)1~45' '~T 1so* 291~0' 27+ 0+5'-- ,---oo* REACTOR SHIELD T~ANSF~flt GIRD~!< 229*.,,~t 'ZZZ" PL AN -ANCHOR BOLT AR RANG£M£NT ~.~~~ A&MK~ ANCHOR BOLT TYPE II< JIA SCHEDULE (PER UNIT) 11" A HAS NO BE.ARING PU.TE o* I 180" MIC~ at:Jl7 7~AN5Ff~_Gl~Ol.l"tS PLAN AT EL 263 1-6" 5£CTION-@ --.z}',"OIA.,./OL£ ' : -f

ag R~SAJ? I_

1 1 - s* / / I \\ 1'./,J.:, ~STIFE ~ < -"1~ RE..SAR DE.TAIL EB SECTION@ DETAIL© 274.45' 270° 2~5"15' 2Z~-..,,5' o~ OR OR o~ 8~ 0

J,0° 3.,:"45' tx,*15' I

f- - - _ _!8 MK :;, H4A 4'6*tvT ~H ..S

~'.MK 8 I

,A~ "'!K ~ (,.yPJ I ..tiBM_K.7'. i - I I Atl MK8_ ~4!21; 1---11-----------~----..... ---------11---------~1---11....--ELI '".'Jc8r. J NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and efements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-258. LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT REACTOR VESSEL AND REACTOR SHIELD WALLBASE CONNECTIONS (SHEET 1 OF 2) FIGURE 3.8-38

zes* ~- zss*-------- / / zzs* o* 181' 1ao* SECTIONAL PLAN 1 /i !'STIFF. TYP. ~10s* '*~,,,. REACTOR 51-1/ELD WALL-BASE NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform 1he safety related functions of 1he subject structures. For detail design features, dimensions, and as-built condition of 1he structures, see design drawing number(s): 8031-C-9S4. ,,-~I STIFF. ROUGHE.N SURFACE - -- --z'¢ A8 REACTOR PEl>E5TAL 2~z' <I A l3 /.10l£5 GAP 8£TW££N SOLT ' /.ICX... FlllED WliH DC.VON-F cPOX'r' SECT!OflJ LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT REACTOR VESSEL AND REACTOR SHIELD WALL BASE CONNECTIONS (SHEET 2 OF 2) FIGURE 3.8-38

Ti/15 OIVl!IJ~IO/.J MAY VARY AS MUCll AS 2'-10' TO 3'- 0 1 1 "1AY l!XCl!ED Tl-IE t 2.DTOU.RAMCE. FIELD TO llJSTIJLL OIJE ~~ l!J/!T. TUE TWO *ff",,* 1 £L2~3 1-8~ o* $)* 315' 270' Z25'

35*

I I I I I I I I I PEDESTAL DE.V£LOPM£NT AT 14 1-0f' R ( D<T.R.NAL RDNFOR!C.M.NT ) NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-255. 90* 15* T~E.NO FOR v~li'T. & l-IO!?IZ..611.RS 45* o* <ii 7 L ...-s.t STIRRi/PS !{07 fr SrloWN ~o~ C<.AR1rr-tro/lll t.aCAr10N St!t! OcVet..oPMeNi I <<!' 1'-C:Oj.,QAO. I 2,. J , l ! 1 l l l --r-4-: .. {:/' '1 111 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT REACTOR PEDESTAL REINFORCEMENT ABOVE DIAPHRAGM SLAB (SHEET 1 OF 3) FIGURE 3.8-39

J" 315° I

"117 CAPS + IJ 11 1 *.] ,r ~l ~ ~ ~ 27C" 225* 140* 1.35" 90* 45' o* ,. STIRtPS (,eAl~S) I ll ~ 7 STl~4Gfl"S (PAl~S) OICAPS I "'7 CA,0S I ... 1

  • la
  • 1 r

,I T~AN!~~~~~ , ;: I.,,~ I I' 4*# 7 STIRR~rs(TYP) 11 i -1~ I~ / 11 'X-~16 I l::::_j~ ~I I v I I I I I I \\ . r-" _l: 1 ~ I !/ I x-IA 'I

i.

i I I 1/1~: ' I PE.DE STAL DC.VE.LOPME.NT AT 10 '- 6~ "R ( INiC.~NAL £e/NPOl!CMC.NT ) LIMERICK GENERATING STATION UNITS 1AND2 NOTE: UPDATED FINAL SAFETY ANALYSIS REPORT This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-255. REACTOR PEDESTAL REINFORCEMENT ABOVE DIAPHRAGM SLAB (SHEET 2 OF 3) FIGURE 3.8-39

3'- 7' ~~ i

  1. llNOoP5~j V""7 CAl"S CONT.

1/ EL~.3 1-8-8' I - I !3'-2'2.' 1R ( ' I ~J * *.Ji ~§ LIN~R ti._.-

  1. II HOOPS CONT.

~ljj .j. \\.>> ~ Ci.257'-<f~* 1: ~ 1 1, ,* 10'-1'R"R 1 ~!~ ~..... [1t*10'-s11.'(.iev. eL.2,9'.d.- I::!.<! ~1: 1*, I £(...t4~'-o. 11-J l

  1. 14Ho01"'$~

)... I ,,,.----#(I llOOFS ~ ~g I EL. 24 3'-10~ ~~ IR*10'-e 12* p \\ll ~ It)~. r LZ41'-9'

  • Rf-UZ37-'0 13 :):~

I

~II)

\\!l '<.111-: -~ I '-SEE FIG 3.~ -~ 9 FO~ /'?£/NF SECTION@ ~1, I I I I !

  1. 14 HOOf"S

-~.~~*** c,::~~~~J (#14 HOOPS SECTION@ NOTE:

  1. !/HOOPS 1

.*o'<:a.". This UFSAR figur~ is provided to delineate the primary (typical) structural concepts, arrangements, and ~lem~nts relied upo~ to p~rform the safety related functions of the subject structures. For detail design features, d1mens1ons, and as-built condition of the structures, see design drawing number(s): 8031-C-255. c: A-~*;"' wl.d .:..

  • rl*t-. n

.. ~:r~f'~: I l.J L.:

=
:::

\\ NOTc; FOR fNf:O. !, DC7"S m NOT SJo<OWN s,,;t s.:cr.,8 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT REACTOR PEDESTAL REINFORCEMENT ABOVE DIAPHRAGM SLAB (SHEET 3 OF 3) FIGURE 3.8-39

H G Iv-' F E D c B A 8 !;// 0 15 1 /'!Jlu/3' 161J 04o' ~ FO) EXTERIOR REIN"' I ON/..'r' I I I I D i#.£V£.,, I I ,CAOW!W AT '-9 UlvU I rfo-t:r.~~~ nt I .,,,,H ff Uffill. -- ---1) -f ~-+

T our~K.

l..1N£~ Jt ;;,

;+

~ ~

5_

--\\- ~ ~ ~ ~ ~ E:.L Z!Jo'-1;* \\i!,,-1j*fp1pr.. !L.ZZ9'-o~ / '! l.-8'f) P*F'£ \\"- o/B"9SL L 1N£/? // /t El... 181 '-// __ / 7 ~ l'V / - -H: ~..._., ~ - ~ - 0 - 0 II" ~ ~_, I I 3*.G* I FO£ O//?PHIZ~,:;.v -St.NS REl/v~c..eceM.r-Nr.5E Flb/Jf..EJ.8-? = ~ ~ ~- 0-- 0 tv ~~ '-~ 0

  • ~

I~ ~ 0 ~r = = -~ NOTE: .<!:._ LJl' ~EL IZ~~ -II~ *'"' A J "11 ,/ I= 0 =

  • 111 ve.er ~NRS-T'l"I"!

~NLE3S NC I ~ 11 G"XT£.e1DR I ~' \\_) T ~ ~- I 14 I ff"2<ADWELD ;;. /ZE'INF"O~e~.Nf~Nr t.Ati/O

1.

LEGEND: r-c::3-i DENOT.5 CADWELD-EX_TERIOI? REIN,~ ~ DNOTE5 C.ADWELD-/NTEklO/e REINF. ~!).!NOTES CADWElD-!NT f E.Xr.,f!'J;,"NF. '.'ii 0 0 I I 1*5* This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features. dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-256. 6 5 f-- ~If I 1 1~1:t* <fa* ,,,o,.* I I 7"1'oR IN7. RC11'(,-.. I 2{, "!'OR <<x7. f'N"I

  • r o*

I ~~.F~,e /~~. ;~:z;.* I h-i--c~I ~~11}-- ($' ~L t'l-J '.9*uAJO 01./?"ER PEOESTNL L1N".li!,-e-o* ,[_" L__ ~ I..- J....._ L__ _!________ '1+-+-+-1--!-+-+~:~:-+-+-+-+-~>-+-+::-++-<+ 1+--i-1---+-+.!1-.!.;+-1-+~>1-l---+-+-+-'-;~;-l-+-l~;;/

  1. N(#~P&£$,.-~A!

1;v,..-;e10.e.....,....,:f / o* tl07t'. HOOP RE'INF. 8P~S NOT S.MQWN ~CLA~IT'J"' 5eC'TION ,_.,,.f8 /#T£.l!/O.e ,,.,,ooP.6.4J,r;;:c;. (r,..~)

  • 11 c.rrEJero~

H~ ~5 (T'1",P)

  • ~*
  • -..a*- ~C.l.VE.S r'ff' 5 PLACU (A.eQll!. ~-~.~ E:.L!.V FOt:I.. LOC.-.!101.J.
t l~'-Yl:il==l:::tct:j.::::::l~~;::::j::~lt:::l=:t:+/-ti:l:+/-:::l::::t:t;l::j,~

57"P. HOOK$ - "TYP Pl'- HOOP£ '.1'"4"~7"CA(, BR.CS I I~ 1Nr.-':~,. ~.J~.. ~c.-.Ji,. UNO I I 75° o* 4 3 rso* --4'-0.. 7-&.!"- C£~ (!).PEN/NC @fr;,5~0NLY" S!:CTI01V ~ LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT REACTOR PEDESTAi.. REINFORCEMENT BELOW DIAPHRAM SLAB FIGURE 3.8-40 2

H IRPV INSULATION G <l-COR~ F E D TYPICAL IYPE c 8 A 8 ~THE WrlDLE SECTION OF REACTOR SHl~LD FILLED WITH HIGH DENSITY GR ,--EL 2>/Z'- 8~ i i o"'oR 3/4.0° > I BOX 1'£,AM'j ~ ryp SE.CT/ON I 7 su* 339* 330* ~,o! I NOTE' FOR SLEEVES .t'-o1 - OR LAR<;ER ONLY ..315° no* ..300° i7" I Tl'? 288< I 2st*30' zec/ 1 ) (Xl~-J ~H1£lD ~ >Y~lO :5EA1'1$ TY'P £>5 240* I 2'5 1ao* 210° 229° !21° I I I 200* I ~L~~~R! ~ f---+---"+~s-1'-c* sa: <l5rf)~ ~l ~. I 2."1T~~AD_ ~~y~ ~I TAP HOLE> SECTION 6 ro,._ 1 "tp OOL.T 12 f<£()0 PlR SLEEVE T'fP LJ NO P~OVIOE. t".;>,ol-.326 H.S. l!OLT ~ WAS,1.,1~~ PEI( A ISC TA~l..e 5 PE. N t=. T R AT I 0 NS 5 + t TYPE H 4 3 ID° I + + +- -t + +..... + -t-I a* ?~"Jo' TYPE Ill _ -----L't: f.l ~o~'....4' ___L't El 307!.3f r* <l El.30<<.'*72' * £.L 27B'-Bf" !USTIU/NTS £L 27tJ '-4* RESTRA mrs EL 'i.74'-0" NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-950. LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT REACTOR SHIELD WALL FIGURE 3.8-41 2

( l(J h()'O Mir AM(} ,~-~If ~4\\ 'AUl!W°' loi.1',/* "'1., (IO "'* 1'N~£",tl) ~ ~;r, PETl'VL J. 10 lf'IQ'/?,.y,r M'fl.) -- ~=~=jill!;;;;$~~~t== r ~.~.., 'r~#~'Z~ 52 1 0.0. J(rtt RING _ _,{I~* ;t (I, K'£Q'.0) .__ __ J,. 3A3 JC~- 9 11L6, EACH' SIDt= ORIENTEO RAD!ALl..Y SEE KEY f!AN THIS DWG ~* o. o., nfi* 1. a '!!"r#U a:M.VMU {l'Z t;O.) 0~1£,J./T,J/TIOA/ 0,.. COV&-f' fli. {TYP} 7"VP£ I TYPE 2 "/'0.0 fi ORIE:A..ITA 7/0A.J ( 4 F£6?(.J/e£o .S:AC/.( Tl"!"'!!: ) I \\-,_Ji~. ~1'VJP£tT IC/ 180' kCY Pt..AAJ NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-297 and -300. CELL CLOSER TYP z 1-s* .30'- O" R 4 1 -10"01A 2 1 -S" i, COL ,\\1 1 EL.234'-z" - l;z"CLR TYP>fif'"'*/ TYP '~~4*,e STECL rzcuq DECKING WU lt:Yt*Sx1'*~* W/ IY8'xi°SLOTT!D HOlES USE. S* -r A490*X ~Lrs. T'rP -~--- 1'-9* - _!_!___--:!_~_ ~~4.4,5"

tt t
N:H SIDE--,

(CLASS II) f1i ;*,.-p ~ 3'*(,"0IACOL 72:"'"M,P~,/<;:4RY £~C770N P,,"7?1/L* P.ET"A/~@

  • A'LL ~AP/AL ~/~£~..!HA~ &e' 4".>CdNN.ecn!!iO l""~.::::Y\\1 77T.E Gc\\l.U'MN.S

~ ..sz.A8 CatV~e7£' #Ar ATTA/NED ~N&7""' £:¥" A-r LEAST.:?t!:Jt!JO ;P.s/ J!5UT ~~ 77:' ~/N~lllT ,P/r'ESS'U~ 76'..sr. LIMERICK GENERATING STATION UNITS 1 AND2 /f/$": ~ ftvP,,r;r,e-.3, 6-/+rCJ/i!:. ~MN ~/VA/Ec,77<'.?N UPDATED FINAL SAFETY ANALYSIS REPORT O~as- /l' °PIE,FOUNOATJCJN._SZAB. '\\_____,/ SUPPRESSION CHAMBER COLUMNS FIGURE 3.8-42

'8" t=LEVATION 312-PL AN AT CAS~I 1-- 5ECT!ON DETAIL FOE 1Nro A.O~ ,,.---Sl>iOWN see ~ WP . ' o' "1'/ Or WEB,; rLG. AT - _______ 2_~---=-:~G21NDl!>OTTO,+f .POIAIT vP ro.:jg. / . ff/,4R.PEtJ TAAl6c,VT Ol'A5-<cM$L.Y,; // MAY,(MR SEATING / I

  • ~
    • .*~*-

la 45" --~-- a DETAIL NOTE * (typical) structural LIMERICK GENER:~~~ STATION UNITS 1 ANALYSIS REPORT UPDATED FINAL SAFETY SEISMIC TRUSS L vided to delineate t~e pnm~o perform the safety This UFSAR figure is pr~ and elements relied u~tail design feature~, concepts arrangemen s, b'ect structures. For see design drawing ~------L--'~~~O.:~~I_ ______________ _ related.t~nctions of _~~l~~o~ition of the structures, J FIGURE 3.8-43 dimensions and as number(s):' 8031-C-936._=========--------

BOUNDARY C ------ BOUNDARY F BOUNDARY D BOUNDARY A y BOUNDARY B LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DIAPHRAGM SLAB ANALYTICAL MODEL FIGURE 3.8-44

'II. \\ ~~ '.. 'II

  • '1 BOUNDARY A

..--- BOUNDARY B LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT ANALYTICAL MODEL FOR SUPPRESSION CHAMBER COLUMNS AND LOWER REACTOR PEDESTAL FIGURE 3.8-46

BOUNDARY B BOUNDARY A BOUNDARY C LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT ANALYTICAL MODEL FOR UPPER REACTOR PEDESTAL FIGURE 3.8-46

-~ ~ BOUNDARY B SEISMIC TRUSS (MODELED FOR NON - AXISYMMETRIC LOADS ONLY) ~~ ~ LIMERICK GENERATING STATION BOUNDARY A UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT REACTOR SHIELD WALL ANALYTICAL MODEL FOR "FINEL" AND "ASHSO" PROGRAMS FIGURE 3.8-4&7

BOUNDARY B z ---tz:y ~ x BOUNDARY A LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT REACTOR SHIELD WALL ANALYTICAL MODEL FOR "EASE" PROGRAM FIGURE 3.~

~ \\ §i@§§~~§lfi~___,,...._~ BOUNDARY B BOUNDARY A __/ LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT SUPPRESSION CHAMBER COLUMN ANALYTICAL MODEL FOR "ASHSD" PROGRAM FIGURE 3.MI

REACTOR VESSEL STABILIZER"" REACTOR SHIELD WALL -- CONTAINMENT WALL /DIAPHRAGM SLAB COLUMNS DOWN-COMERS -REACTOR VESSEL ...--..-REACTOR PEDESTAL LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT SUPPRESSION CHAMBER COLUMN SEISMIC MODEL FIGURE 3.8-50

COLUMN (TYPICAL) BOUNDARY B BOUNDARY A x LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT SUPPRESSION CHAMBER COLUMN ANALYTICAL MODEL FOR "CE668" PROGRAM FIGURE 3.8-51

R = PIPE RUPTURE LOAD LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT SEISMIC TRUSS ANALYTICAL MODEL FOR "STRESS" PROGRAM FIGURE 3.8-52

H G F E D c B A l"leCCA5T~l..S ~~~o Al'J'Eli' Ct:M#'t~T1t:W tJtP ii!../. l'f'H7* T!N~!(Jlt/IN(; ~'T/()1'115 l"tAce~:An-e,e ~-="TtrJAIO,.,JIU. _,.>.rr-rti\\IS'QWNO 41¥.eATHJN':J c..J. £L.~a.~o*~ LI-=~-'--~

  • -----~---µ::~~~;;;;;:;:_;;;;:;;:t

-r-----t--;l===!=;;i:=~=:p:;;;;;i=..=.. , =-:-,------+-nt----i:-?"'" .'-~----- ~ EL3~7:0' : I l_ 12~ ___ _J I I I ~ ~-.... ~I I I i ~ Tl:"HF'Q;URY SU~TS~ 4 .S~IO" ~--' "':N'::J..l~.Cg;-R '--1 * -CifNCRETE kAS ATTAINED 1 I r i I 0 Q I G -~ 0 Q ~ § ~~ Q... ~~ B 7 re *SXJO Pf.SI. 20 ?1~0* s'. l7 ~O" C.&S. VCR7: TE:NOON.s .fi_l__P D CR ON 6 Ul-Jl:: 5 4 NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-771 and 8031-C-772. 3 -~LOJ.JGITUDIA/141-TENDON ~T-TEJJ:..IONIAJG -U<<te£ LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT REACTOR ENCLOSURE, FUEL POOL GIRDER FIGURE 3.8-53 Rev. 11 9/02 2

~/ t19'TYP EliCEPT AS NOT!O ':' / 1-9 TYP EXC!iPT AS NOTl!D - ---*--ii -:;.-- /'-o** FOP, ~O"IL'f l~O"l'O"~' @ON<Y SLOPE !14"PliRFT SLOPE.Y,,PERFT{NOM-'AL) ~

  • ~r--r--r-1-1-f(N~O::::""~*N~Gr-LL) --r--r-1--T-~r-1

.......... r=~==~;;;;:;;;;;;;;;~-~~;::;..:.:.:::;::=~=====::!====:.:=I:_ ______ ~" W27 {w:a PIJRLIN TYP PERPENDICUlAli' ro ROOF SLOP£ I -~ Bc,T.... oM;;F GIRDER (~ 27 ~ #( T05£L4oB-ii'18 ~t-------+-~--------------~.-~~*------------------------~J..J El. 397'9r?llJ <iDo.. WIO i TrP 1'-5' 12 9-r C TO C OF RAl!S IYIO I f3UILT-II."' COL TCBASEtl,' ,........._~------------------------------------------------- "'"'-"'---'-;_r_oco11c EL 35z!..o" GIRDER. 1 I 75 LB U 5. STEEL R_./L.- 1'¢ H.5.1!5 w/HCX Nl./TS ¢ SPRING WASHE'RS <t STANDA~D DDU6LE CLAMP (TIGHT T'JPE) W/RcVE'R5.A!M.E' FILLE'R (TYP) 3Lo" QC (M11,x) DETAIL@ ELEVATION ... [............._... ~,. 11fe,* + --~ !IWZ.K Al5*12 AI ~. t."** A.SOW. EL "asi.<<-o'!__ T\\'P~ 10" 'Z'-Z." -s'-11 1' DETA,I L. 1'-s* NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-192, -216, and -223. LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT REACTOR ENCLOSURE UPPER FRAME AND CRANE RUNWAY DETAILS FIGURE 3.8-54

H G F E D c B A Nd400 Nd?OO I N~ 8 NOTE: \\\\ N75~.oo E.,,440.00 ~

i:

~ ~ ~ ~ ,j ~ I ~,. This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-1102. 7 6 5 4 N7aso.ao / E 40~0.00 3 NOTL SECTION VIEWS INDICATED HERE o ARE SHOWN ON FIGURE 3.8*56 0 ~ ~ LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT SPRAY POND EXCAVATION PLAN VIEW FIGURE 3.8-55 2

I O u <( I- 0 0 a: I u z w a: I- ~ f I u l-o 0 <( 0 a: 0 in M w 0 <( 0 a: I u l-o CLASS A EXCAVATION (TYP.) EXISTING GROUND CLASS A EXCAVATION ITYP.) EL. 239.0' 0 (X) (X) z EXISTING GROUND EXCAVATION-LOOKING NORTH AT N7880 SECTION~ STRUCTURAL EXCAVATION 0 I <( u 0 l-a: 0 ~*- 0 (X) <D ..... z ---~ EXCAVATION-LOOKING WEST AT E3450 ---t ROCK LINE SPRAY POND PUMPHOUSE STRUCTURAL EXCAVATION SECTION~ 0 (X) (X) z EXISTING GROUND co 0 (X) z 0 I <( u 0 I-rr: 0 EXISTING GROUND CLASS B EXCAVATION (TYP.) GENERAL EXCAVATION EXISTING GROUND 0 co (X) .... z EL. 239.0' ~ M ci ~ (X) z 0 <( 0 a: S=1.8% MIN. "~~- EXCAVATION-LOOKING WEST AT E3750 & AT EMERGENCY SPILLWAY SECTION-E:J 3'*0" E L.246.50' I EL:-239:n°' - - -=-~ EXCAVATION-LOOKING WEST AT E4050 SECTION~ NOTE: ~~ ROCK LINE l 21 '-0" l l 25'-~" l 'l ;._o.. ~ STRUCTURAL EXCAVATION SECTION(9-This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, _and elements relied u~on to perform the safety related functions of the subject structures. For detail design features, d1mens1ons, and as-built cond1t1on of the structures. see design drawing number(s): 8031-C-1103. 35'-0" STRUCTURAL EXCAVATION SECTION -E9-LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT SPRAY POND EXCAVATION AND GRADING SECTIONS AND DETAILS (SHEET 1 OF 2) FIGURE 3.8-56

TY~CAI. AT'°- CV[ SECTION ROAD 6'-0" 6'-0" 18" RIPRAP 12" RIPRAP BEDDING SECT ION<!!) /~' llJ,/lAP -- ~____HP~~~ \\ 12" SOIL COVER 12" LINING ROAD 6'-0" 6'-0" GENERAL EXCAVATION TYP. N 7614.25 . R1PRAP RIPRAP BEDOINC TYPICAL PIPE TRENCH EXCAVATION SECTION C9 C.: lME/l~EN( f.,.,LL w.. y S'f...., 11.&our (. jO o* "°1'1 l'IL~...,,0, ""~ w*T>I w*.... ~oliQuc. .. ni..o.,,..,,..,..,.,., "°""-A&~C..,. ca.~"9 IH ~t Of/T 1NI 'Wit "*'f 1" *~ lfl.f.O'H1N 1,.. ~c.~ i-.. -.... ¥CTION 12" SOIL COVER 12" LINING ~~~~~~~~~:::~~.SHOTCRETE SLOPJ < SECTION@ SECTION NOTE: THE UFSAR FIGURE IS PROVIDED TO DELINEATE THE PRIMARY (TYPICAL) STRUCTURAL CONCEPTS, ARRANGEMENTS, AND ELEMENTS RELIED UPON TO PERFORM THE SAFETY RELATED FUNCTIONS OF THE SUBJECT STRUCTURES. FOR DETAIL DESIGN FEATURES, DIMENSIONS, AND AS-BUILT CONDITION OF THESE STRUCTURES, SEE DESIGN DRAWING -#8031-C-1103. ~1 EL.241.0' LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT SPRAY POND EXCAVATION AND GRADING SECTIONS AND DETAILS (SHEET 2 OF 2) FIGURE 3.8-56

H G F E D c B A P.J#z N81StiJ.54 E. 2971.0l eu<Vl! O<V. f::l.*120* R*276.54 T*,,.789& \\+.. ~,..,, C(.l(.Vl!'?,.'T .!:.E.:._Z5t_.~.J-..... ST,,.,.815f.8fi, CCJJ[YE.~---------- ( zf*7f51;~.. ~") zso - B I J_ ~~ H?,.o.6.00 t!.J3/0.8J CL'!l"f'OA.T._ A,_,,. IZ.*.304.35 T* J7S 0 72 L.~*~1a.11 -~*-1'/NI~ G.e.AD~ -~--'USG~~ 7 PLAN 6 5 NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as*built condition of the structures, see design drawing number(s): 8031-C-1104. 4 3 N6'200 N7702-04 I E42~0.4-6 .9l&!:'E :::i4TA I 6*15~~-- I ll *224.o'

~
_ -1 NOTE SECTION VIEWS INDICATED HERE ARE SHOWN ON FIGURE 3 8*56 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT SPRAY POND ROADS, PAVINGS, AND FINISHED GRADINGS FIGURE 3.8*57 2

\\ \\ I \\ ~-l I i l I'* '\\ ! \\ I I I \\ \\ ~ \\ \\ I ____ j __ +.. \\ \\J W>..L.V!:. l'IT T/C.ONC... E.L. 2C:.T'*O" .FL. E..L. '25&'-o" / I I I 'trl I

    • I

/*

  • I

,*I .1th , './ /11 I :J. j4 .;,4. I ~f -~~-;..*.' -,.',,.I ,,,. " i / l) I --*~ ( I I \\* I...... / / LEGEND ic::J... qTy ~LAT/10 ! bt*tl *uc7..,,c,.., ~""'°'~ LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT SAFETY-RELATED STRUCTURES (SHEET 1 OF 3) FIGURE 3.8-68 Rev. 6, 12/96

J I J TURBINE BUILDING RADWASTE BUILDING o-- 1 I I LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT FIGUU3.8-58 YARD PIPING (SHEET 2 OF 3)

T'(Pe l

&~KFlU;. __.. ----=--- ... -0 f\\ 5 1-0" 4'.f#' 4'.rJ s'-rl ;'-d 4'-o' ~ 1-0* s'-rJ SECTION A-A LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT YARD PIPING (SHEET 3 OF 3) FIGURE 3.8-58

H ~ I ~* ~ I G G F KEY PLAN E D ROC1o£.,*~ c B 5ECTION A 8 r ~),;b~~~~~~~~~~~-+~~~-~~-;=!\\ r' &....c:-'.... <1...1...: ~~~~~:~ e:... c~~~

  • .~:017*."

.. --}*~~~GJ~~~ "-ODOFoA."1,00 r~*< ~~'a'Fw~~ .~.-.. .,., * ( WT9.~rtllll£ 1YATEIZ.Pe0of ~"1~r,.t1.NE To &"L114'-0'* Oi?OTECTIVf W'6.INGi NOTE: _J a .s'-o" St::CT!ON 0 This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-505 and -557. 7 6 5 EL 11/j '-o* 4 1F/1 I r r

~

~ .;.8 ~!8 E.W ,,.,,.,: iur;J... :'.'" ;j=-.t; 4;':';-u --,TT'V..L!L. SECTION '~,;;.~18E."" T1~ T~ '3 EL.1':'1:..0" i1'ai11:1c11u.J""1..

  • NEAl"I COL LINI G WlotEfltE l'..W Dl"IAIN PIPE INTER,.-ERES WITH #,o... eA.. ~, P'IOVIOE ADDITIONA'L#glll6 M *HOWN ON THE SECTleN. a 0 l*ND IN THE INTUU1 EAING#10 & #s BAAS SHALL Bl l"AOVIOllD Al FAR WEST 0111' 13,lit LINI AS THE Dl"IAIN l"tPE WILL ALLOW.

"'~~!'."'"'.. "'*tttze"' ,_'.**.. *A~tr.t.f'..-io

  • .. . T~u::*M&**
  • 1;i 012 APP.IZM.D !Q

>N..r**~ M&~*iC... lt.,IL ~...... T"O E'I... 174'-01 ...-.H!llr. ~*oo,,,......... //, Jo41.M6R... IJL c~***.., - COlroiC. &.A.Cl(.,.1 ~i... 3 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT RADWASTE ENCLOSURE FOUNDATION DETAILS FIGURE 3.8-59 2

w.s. SE.CTI ON i I i I ~---;:::::-=+:-i==-=====+:__~-f-~-+-~ r--.;-- - L.J L,.J &';--~~~~~~~:$=~=$=====4=~~~~~===f=====$======f:=~~====::!#- 2.3 ~ ~ ~ ~ ~ ~ I 2.1.'S KEY PLAN _J~o' £L./80~0j .#7 £.'l(TOP 5~6* -.- "-1/;Jee>LJo"!......! SE.C710/..J NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-101 and-102. LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE FOUNDATION DETAILS FIGURE 3.8-60

H G F E D c B A 21*0 (,";;\\ 2i-o ';Y 21~0"---~-- ~ ~ /- ~El~~IC I $E.?Al?AT10hl --.,---,---+--- -~--:-: ( tteAc:Toa l'~L W.All. Ll _______ _ ~ @;I ~? J .r- -@ . -;. i ~~~~~~~~~~a:jl' ~~* -~ld---1:=§ ~~~~~~ "Yz" 4L _.l,i,.;i,,;;~.;;;,,;;;i;;;;:;;;;r:=--i~!bl;;;:,,=,.,;i~;;:;,;;r._:::i:;g f '"*>>s zoC o" <¥

r- -+_4W<,,,@11>'-o~.1'-'o

___ T_ ~~-_ci4-~J... " ~--~"-'-o_' ELEVATION AT COL. LINE L00flll\\/G WE.ST 8 7 6 5 'T/C..Jltl'!t 11t...2M-'-o" 12'.:;" ~ I I T05. ~l 2!8 1 - ~* --++...+-~ ----- ---------1 ,ro.s -~L 2'!(/-z'fi' I

  • - J I

L-1r--t 4 PLAN AT ELEY 217'-o" ~Nl'5tl' ~L"°" e !'1..z1z '-'"~ An..i.O.)

'*1r~~~c:-:ur.. ~-~~ *
  • wer-t* T4'r'#""1T-N-~

(i'f P. *1.~1.1,.) U.LJ 0. 3 SECTION NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to ~erlorm the safety related functions of the subject structures or detail design featur_es, dimensions, and as-built condition of the structures, see design drawing number(s)* 8031-C-656 and -662. LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DIESEL-GENERATOR ENCLOSURE FOUNDATION DETAILS FIGURE 3.8-61 2

f Cl) ~ ~ J 34'-0 11

~~------

~* f- *---- A FOUNDATION MAT PLAN AT EL. 237!0" NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-1132. 27 1~6" -- ------~ T _ _ __ <i_4 '-o_" ______ _ rt-- _,.,__'-=-o'-"--*,'-~"'""I~ 6 I"

  • i l ------

--+---+--~~ ----- --- ~.... , -'+' ---+-------' c I. .1 I I i .-~--r-~~~~~~~~~~.......,, * ~- I I LIMERICK GENERATING STATION UNITS 1AND2 8 UPDATED FINAL SAFETY ANALYSIS REPORT SPRAY POND PUMP STRUCTURE FOUNDATION DETAILS (SHEET 1 OF 2) FIGURE 3.8-62

0 3 #9 ADDIT!ONAL/~t;C.J~ Ui45S '.A" CONC. eAiCl<.Flt..L DOWELS TO Ml'tTOI l"'AL.L. l"EINI""

  1. 10@12.

T~l!J EL.268 1-0" EL. 251 1-0 11 -* -----~-----5 I 'I-SECTION@ r SECTtoN@ '$14.1 NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-1133. l/it/0@12. T&a

  1. f"f'@U2.

?

  1. +J.+@6

. T £L.Z41~0" DOWEi.S TO Mll7Cf( WALL RE/NF. SECTION@ LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT SPRAY POND PUMP STRUCTURE FOUNDATION DETAILS (SHEET 2 OF 2) FIGURE 3.8-62

H G F E D c B A 8 \\ "'/~******\\-- 1.L. Z.11'-Z." E.L Z.Od-0 tL. 194'-o' KaYPLAN. NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts arrangements and element~ relied upon tc;i perform' the safety rela~ed functions ~f the subject structures. For detail design features, dimensions, and as-built condition of the structures, see"design drawing number(s): 8031-C-308 and -407. 7 6 ~ I ,,-~ (10.7 !w-*ti.* 1o'-o" f'f'f'~rr~ (~ ei~CK.-OUT llJ Vo!AL..;... F0;3.. Ur.JOt;P. C01.UMIJ~ 1 \\ ER?.CTIOIJ 01" ~TJ:t.UC.TURAt. @,,@*r -~F=-.=~~~~~~~=-=~H-<r,-~_""'-"~co-c_uM_~_~_~_,_~_'c_*-_)~--h+-~-~~--=_;_,.1_,"e-I--~~~~ I CL...A:>t>"A"CC>tt..ICPArT* 'JL.lD'IA~J:l:ADl.eM.

>EC.TION 1'~TO.

El...191'-Q I I <<~~*~- I I I I z.-~10 /JPD 11.. I I I I I I 1 'r 1 I ---t ;t--A.C.C.t:i:i MOLt I I I I I I I

  • CJ..A:i~.A. COIJOU.l'f

-~- ------+_;.-t---- -;--- ------- 1 u~~ EL. 160 1

  • 0° J

'l~r..' Dl.OU(O~--T='- ""'Al..L.. 5 4 3 I I I ~

/Pl.PE. TU~LJ't.L. ~1-mJ:O

___ l_=-~~o"L~----~ I t f"F f"'-/ I.J I LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT TURBINE ENCLOSURE FOUNDATION DETAILS FIGURE 3.8-63 2

L 1 I I 1-+--lt"""*---. - J J I

  • ROOF PLAN DOUBLE-CE.LL MANHOLE.

s* r-- ~ -1 e*~ COl/C. PIPE x liYLG. \\ It" f LIFTING eYc (rYP.) TllR£A£>£D ANO FASTeNe 0 To EACH COVER 'f5 - 4'*0' l G. T~S(TYPJ AODJrtONAI.. NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-40. .3~0'>< 3'-0* SUMP WITH ;j'{;,tf.AV41. (TYP) I .3'*o* I I-~--..j ------------------! SECTION E-1 f C.TRIC.AL MANHOLE5 VALVE PITS-RHRSW & ESW PIPING LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT MISCELLANEOUS STRUCTURES FOUNDATION DETAILS (SHEET 1 OF 5) FIGURE 3.8-84

NOTE: 1-------------~e/-o:__ ______ _ ~~- I ""'1 '~~'~*-~e*~*3--+~-~*~**=o_* -- ------ 6:0* ------3.:!!_: ___ -+,~*1 ~-,,-y--- ~--------l - - i_ - _,_ - 11-'--,......--=--+-.-1 _,_--+---+i ~ / F 1 =t;~~1r1Yi!i1FT=~ 51<,~o'/.4 T(O*T.,,,._ f)l~L.MR.s VALVE PIT-PLAN /JNtr I* AS SHOWN tl/Vtre-OPP. NANO ('JrR11cr. ONLY) VALVE PITS-RHRSW

  • ESW PIPING LIMERICK GENERATING STA'I° C.!

UNITS 1AND2 UPDATED FINAL SAFETY ANALYSU HEPORT This UFSAA figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): MISCELLANEOUS STRUCTURES FOUNDATION DETAILS (SHEET 2 OF 5) 8031-C-43_ FIGURE 3.8-84

2 *f LIFTING EYE$(T'YPJ THIU.Al>E.D AND FASTENED TO EACH COYER. VI l\\i ~ -

  • 5(l:l9' 1~ai.e:.w.

it ::? ~ ;, £,.25,.50

  1. ~ 9 'fJoW&l.S (TTP*)

EL. f?-#2. 0 HP OTE: 84-Se 5'.48 IS l"'OUAI'~ ON /!il!a?Oc.I( OR ON CLASS 'A* CONCRETE WHICH BeA~ CW ~CK SECTION@ ~*. -*~ - NOTE:

  • 5<W9"E.w.,e.F.

~S~9" f-;;;l;!:::==:::;;:::~~~======::::l~JL!l'.H.~P.EJ...'24'1.00 This uFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-43. 5ECTION VALVE PITS-RHRSW & ESW PIPING LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT. MISCELLANEOUS STRUCTURES FOUNDATION DETAILS (SHEET 3 OF 5) FIGURE 3.8-14

DET Q) ELEVATION VIEW NOTE:

  • ~1'20
  • ~f2'U TYf.

DETAIL ~; l./.L P~~T'IO~ IAJ l'l..Oat< TC> e.: V"*1.#ffO IHI~ teOC)OJ'"C;AM ~N.) ~C)*N.,....~':.J:INC !IU\\3. DIESEL OIL STORAGE TANK STRUCTURES This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-1063 and-1064. l.~~~t I""' \\ LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT MISCELLANEOUS STRUCTURES FOUNDATION DETAILS {SHEET 4 OF 5} FIGURE 3.8-64

NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-1064. \\ \\~ "404.0 t:IOWI./ :)!VIC., 4'10 4M:.-OI;! eG>1.,T' ":> ~ iJ!T!!.fllMl~D &f ~1tll) (* f't!.Jt. Ti'IN,,_ ) ,l'4.fc94!.t*' ~~~.~:...:..,*...:....~~~~~~W-4-6'4'~4-CT-~-6~)~~~*~~~£*_*_**_!..~*~~~~ TYP. TANK, AJJCIK:R.AGE. m &\\SE ~A~ DETAIL@ DIESEL OIL STORAGE TANK STRUCTURES LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT MISCELLANEOUS STRUCTURES FOUNDATION DETAILS (SHEET 5 OF 5) FIGURE 3.8-64

z -16 --15 --14 13 --12 -~ 11 . - 10 9 15 e 60" = 900" -~ 8 -~ 7 5 - 4 ... 3 2 --~~~~~~~~~--~~~~--~~~~~~~R LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT THIN SHELL CYLINDER MODEL (ASHSD PROGRAM, SAMPLE PROBLEM A) FIGURE 3.8-65

z LENGTH (IN) L L L 12" 18" 6". 1 T 16 1 1 e e ~ '-._..I 115 14 I 113 112 l 111 I I 110 i9 18 I 17 I I 16 I 5 14 ELEMENT~ I NUMBER rev 130 ~ I '-._..I R ~ (0 8 Z RADIUS (IN) LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT AXISYMMETRIC SOLID CYLINDER MODEL (ASHSD PROGRAM, SAMPLE PROBLEM A) FIGURE 3.8-61

LENGTH '"'1200" l 1 z INTERNAL PRESSURE -P T=1500F DIAMETER = 1200" LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT CYLINDER MODEL (ASHSD PROGRAM, SAMPLE PROBLEM B) FIGURE 3.8-67

HEIGHT(IN) z 600 26 I END OF/ I - 25 - 24 CYLINDER 23

6. 15" = 90"

""' 22 21 - 20 'I I ~19 ... 1a 17 ~16 .... 15 THIN SHELL- _... 14 ELEMENTS -~ 13 15 @ 30" = 450" -~ 12 ... 11 10 . 9 ... a ... 7 ... 5 5 I If 4 CENTER OF~.... 3 4 ii 15" = 60" CYLINDER 2 ~ ~1 RADIUS R-600" 1 ~ LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT FINITE ELEMENT MODEL (ASHSD PROGRAM, SAMPLE PROBLEM B) FIGURE 3.8-68

AXIAL MOMENT (LB/IN) 0.4....---..----r----.-----.-----.--T"""---r----r--~----., 0.2i--~t---.-:::::;;;;~'~*~-----:t-------r--t---r--t---t--~ i..-

,~

o~~/-/--+--+--+~+---=~-...--.~..+--~- .0.2 ~;---------T----+----+-----+----1-+---_,___---+--------1

  • 0.4 ---;-+-------T----+----+-----+----1-+---_,___---+--------1

-0.6 +-/~~-----+------+-----+-----+-----+~

  • 0.8........

,---t--+----+---+-----+---+--+------+-----1-------i -1.0 -----t----t-----1r----r----+-------r---+---+---+-----I u

  • 1.2 ----+---+----+---+----+---+----t---+---~---'

1.0 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0 NORMALIZED LENGTH o =ASHSD =REFERENCE 3.8-4 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT COMPARISON OF COMPUTER RESULTS AND THEORETICAL SOLUTION (ASHSD PROGRAM, SAMPLE PROBLEM B) FIGURE 3.8-69

LENGTH'"' 60" l 1 DIAMETER* 120" LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT CYLINDER MODEL (ASHSD PROGRAM, SAMPLE PROBLEM C) FIGURE~-

z -27

  • 26
  • 25
  • 24 6@ 1.5" = 9"

.. 23

  • 22
  • 21 7

20 19

  • 18 17
  • -16

. 15 -14 14 @ 3" - 42" -13 -12 -11 10 9

  • 8 7

It

  • l-6
  • 5

-4 6 ii 1.5" = 9" -3

  • - 2 1 ii R

I LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT FINITE ELEMENT MODEL (ASHSD PROGRAM, SAMPLE PROBLEM C) FIGURE 3.8*71

0 0.1 0:2 0.3 0.4 0.5 0.6

0. 7 0.8 0.9 1.0 0

0.1 0.2 0.3 0.4 0.6 0.6

0. 7 0.8 0.9 1.0 o

ASHSO (RADIAL DISPLACEMENT WI A ASHSD (LONGITUDINAL MOMENT Mxl REFERENCE 3.8-5 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT COMPARISON OF COMPUTER RESULTS AND THEORETICAL SOLUTION (ASHSD PROGRAM, SAMPLE PROBLEM C) (SHEET 1 OF 2) FIGURE 3.1-72

1.0 0.1 0.1 0.4 0.2 0 -0.2 1.0 0.8 0.6 0.4 0.2 0 -0.2 w "'T Z/l 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 - --- ------ ~---~ Mx N*20 Mo ~ w ~- j~ / T ~ .4 -- ~ ~ Z/L 0 0.1 0.2 0.3 0.4 0.5 0.6

0. 7 0.8 0.9 1.0 0

ASHSO (RADIAL DISPLACEMENT W) 6 ASHSO (LONGITUDINAL MOMENT Mxl REFERENCE 3.8-5 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT COMPARISON OF COMPUTER RESULTS AND THEORETICAL SOLUTION (ASHSD PROGRAM, SAMPLE PROBLEM C) (SHEET 2 OF 2) FIGURE 3.8-72

T 40" 42" 1 I I - ____,1.0IN_2_ ' I I ~1r*~ LIMERICK GENERATING STATION UNITS1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT MIWORCED CQICMTE MMI fCICAP,....., FIGURE U.-18

2" .6T* 100°F t--1 THERMAL GRADIENT REINFORCED CONCRETE BEAM CECAP CONCRETE ELEMENT MODEL IN-LBS (UNCRACKEDI IN r 1" LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT CONCRETE BEAM MODEL (CECAP PROGRAM, SAMPLE PROBLEM A> FIGURE 3.8-74

r t"' 42" As=l.O IN2 l *-+. f-b=12"-I T BEAM CROSS - SECTION /I INITIAL THERMAL STRESS DISTRIBUTION LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT BEAM CROSS-SECTION AND THERMAL STRESS DISTRIBUTION (CECAP PROGRAM,&AMPLE PROBLEM A) FIGURE 3... 15

T 21" } I I ~ FINAL CRACKED NEUTRAL AXIS I I I /I Jd ~ ~~ -+- IN~;IAL REFERENCE AXIS LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT STRESS DIAGRAM (CECAP PROGRAM, SAMPLE PROBLEM A) FIGURE 3.8*76

3, 175,200 IN-LBS REINFORCED CONCRETE BEAM

  • I I

I I I I I I I I I I I I I I 1 1 I I ~~=-~~~ T ~ .08333 IN2'......_

  • ~*~

___ '_,_H.-'.,R_M~l t--1"-~ CECAP CONCRETE ELEMENT MODEL LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT CONCRETE BEAM MODEL (CECAP PROGRAM, SAMPLE PROBLEM B) FIGURE 3.~77

T As*1.0 IN2 t-42" 1 *- j_ 2" r-.... 17*~ T BEAM CROSS

  • SECTION

!-1c-t T ./ c __ _:~---N.A. Ir.ti ;r _l_

  • 1 tlllllllllllllb T

nAs STRESS BLOCK TRANSFORMED SECTION LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT BEAM CROSS-SECTION, STRESS BLOCK, AND TRANSFORMED SECTION iCECAP PROGRAM, SAMPLE PROBLEM B) FIGURE 3.8-78

3, 176,200 IN-LB REINFORCED CONCRETE BEAM 8417 LB/IN CECAP CONCRETE ELEMENT MODEL LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT CONCRETE BEAM MODEL (CECAP PROGRAM, SAMPLE PROBLEM C) FIGURE 3.8-79

I t 2 d AS t d-2 2 *- ~ .. --i BEAM CROSS-SECTION I kd 1= r--tc---1 c M -N T STRESS BLOCK LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT BEAM CROSS-SECTION AND STRESS BLOCK (CECAP PROGRAM, SAMPLE PROBLEM C) FIGURE 3.8-IO

zl ~-----------------'---- x 20" b* 40" - _l11~1:"""T-1..,1... 3_,..-___ ..,11~16,_1...,1,_7_,..... ___ --_...1_ll_~ - x 191' '"~ 100 ~'J ~'"!) 110 (al) (eo) 20" 23 r.1) \\ 11 1(20) I@ I* 10-------1... LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT PLATE GEOMETRY,~LOADING, AND FINITE ELEMENT MESH (CE888 PROGRAM, SAMPLE PROBLEM A) FIGURE 3.N1

I I I I I I I I I I I 0EI I I x zl i I T "'~ flXIO x @ 121 100 'iO 110 11 IO ~y SIMPLY IUPPO"TED SUPPORTED ... 11" 34 2~ 11 '20 33 12,, Qo) 22 I 11 1 J F"EE +

I 111" 15"
    • 30" LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT PLATE GEOMETRY, LOADING, AND FINITE ELEMENT MESH CE668 PROGRAM, SAMPLE PROBLEM 8)

FIGURE 3.8-82

---0.500" I 2.750" +-~ 2.000" 36-1" BOLTS -~ 32.000" ;---1 -- 37.000" tP j 39.125" q, ---~ LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT WELDING NECK FLANGE DETAIL (E0119 PROGRAM, SAMPLE PROBLEM A) FIGURE 3.8-83

f t0.875"1 f 2.500" t-I 1.125" 1-- I 2.125" I l ' 33.250"* J o.083"-U / 38.250". ---f 40-1" BOLTS 40.375" - s LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT SLIP-ON FLANGE DETAIL (E0119 PROGRAM, SAMPLE 4 PROBLEM B) FIGURE 3.8-84

ZAXIS ...---- t(SEE FIG. 3.8-87 1-1.13" TOfU9'HE"E 1.32" 27.1" CYLINDI" I* 9.13" ELLIPSOID

A* D/2*11.1r--e11 LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT GEOMETRY Of ELL..,.,AL AND TORllPHERICAL HEADS (E0781 PROGRAM, SAMPf..E PROBLEM A)

FIGURE&l-9

w - 0.0888" N*

  • 10,0ll LI/IN.

START M**N*O r----i I ct ,_.12,188 LB/IN. +---- Q*N*~*O ENO TORISPHERE CYLINDER ELLIPSOID LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT ANALYTICAL MODEL WITH BOUNDARY CONDITIONS ( E0781 PROGRAM, SAMPLE PROBLEM A) FIGURE 3.8-88

HOOP FORCE, NI, (KIPS/IN.) 15.0 10.0 6.0 -IS.O -10.0 LONGITUDINAL MOMENT,M;, (KIP-IN./IN.) 0.3 0.2 0.1 0.1 0.2 0.3 0.4 0.6 --- TORISPHERE ELLll'SOID

(DEGREES)-

KNUCKLE REGION CYLINDER LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY.ANALYSIS REPORT PLOTS OF HOOP FORCE (NB )AND LONGITUDINAL MOMENT(M*) ( E0781 PROGRAM, SAMPLE PROBLEM A) FIGURE 3.N7

(VII' x uri (PSO 40 ** 20.00 0.0

  • 20.00

-40.00 'ROGRAM E0711 OUTI'UT e EX.-ERIMENTAL HEAD RESULTS .eo.ao ---'"T""----.i----...... --...... -""T"'-------- 20 eo IO IO

DEGREES, ELLIPSOID 0.5 Y/L, CYLINDER LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT PLOT OF STRESS IN THE HOOP(I)

DIRECTION ON THE INSIDE SURFACE (9-00)(E0781 PROGRAM, SAMPLE PROBLEM A) FIGURE 3......

(VI) I x 10*3 CPSO I0.00 40.m -0.00 -40.00 -I0.00 PROGRAM E0711 OUTPUT EXPERIMENTAL HEAD RESULTS -120.00------------------------------..--....... ---------------- 20 40 80 80

  • DEGREES, ELLIPSOID l 0.5 Y /L, CYLINDER LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT PLOT OF STRESS IN THE HOOP(f t DIRECTION ON THE OUTSIDE SURFACE( 9-G°) (E0781 PROGRAM, SAMPLE PROBLEM A)

FIGURE a..

10.00 I0.00 30.00 10.00 PROGRAM E0711 OUTPUT EXPERIMENTAL HEAD RESULTS -*10.00 ---"""T"---...---...-----"""T"-------._. 20 IO

, DEGREES, ELLIPSOID 80 llO 0.5 Y/L, CYLINDER LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT PLOT OF STRESS IN THE LONGITUDINAL(t/>) DIRECTION ON THE INSIDE SURFACE ( 8*00) (E0781 PROGRAM, SAMPLE PROBLEM A)

FIGURE 3.8-80

ID.OD 40.00 20.00 0.0 20 'ROGRAM E0711 OUTPUT EXPERIMENTAL HEAD RESULTS 40 80 80 90 0.5

, DEGREES, ELLIPSOID Y/L, CYLINDER LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT PLOT OF STRESS IN THE LONGITUDINAL(c,t)DIRECTION ON THE OUTSIDE SURFACE (E0781 PROGRAM, SAMPLE PROBLEM A)

FIGURE 3.8-81

MEMa.. ANE ST"ESS cv.. -....... 10*3 ao I0.00 30.00 20.0 10.0 PROGRAM E0711 OUTPUT EXl'ERIMENTAL HEAD RESULTS 0.0 ------------------------ 20 40 80

DEG.. EES, ELLIPSOID IO I 0.5 Y/L, CYLINDER LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT PLOT OF MEMBRANCE STRESS( 1-G°)

(E0781 PROGRAM, SAMPLE PROBLEM A) FIOURE*a,.,.

THICKNESS, INCHES 0.40 0.35 0.30 0.25 0.20 20 30 40 fiO 80 e MEASURED DATA ASSUMED VARIATION 70 80 IO COORDINATE,** DEGREES LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT THICKNESS VARIATION IN EXPERIMENTAL HEAD N0.1 (E0781 PROGRAM, SAMPLE PROBLEM A) FIGURE 3.8-13

THICKNESS, INCHES .40 .31 .30 /' L WELD LOCATION .25 .20 0 5 10 15 MEASURED DATA ASSUMED VARIATION 20 25 30 COORDINATE, Z, INCHES LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT THICKNESS VARIATION IN CYLINDER NO. 1 (E0781 PROGRAM, SAMPLE PROBLEM A) FIGURE 3.8-94

144" Z AXIS i.._.........,__ r.. 108" LIMERICK GENERATING STATION UNITS1 ANDZ UPDATED FINAL SAFETY ANALYSIS REPORT GEOMETRY OF CYLINDRICAL WATER TANK (E0781 PROGRAM, SAMPLE PROBLEM B) FIGURE 3.8-16

p ~T6" -A T 20" /'"REINFORCING STEEL l 18" -A 1r+ 72" I 12" I 72" l B" I I I 1 r* '12 M P/2 r ~OEINFOACING STEEL, 20" AREA

  • 1.58 IN2 J_

+. T CROSS-SECTION A-A LIMERICK GENERATING STATION UNITS 1 AND Z UPDATED FINAL SAFETY ANALYSIS REPORT EXPERIMENTAL BEAM GEOMETRY (FINEL PROGRAM, SAMPLE PROBLEM A) FIGURE 3.8-88

T ~ / l""Jr REINFORCING ~ STEEL~ ~ LIMERICK GENERATING ITATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT FINITE ELEMENT MESH USED IN REFERENCE 3.8-14 (FINEL PROGRAM, SAMPLE PROBLEM A) FIGURE 3.8-97

~ 2 24 Je .. 12 ID U II H 92 1110 1* 116 124 132 1<10 148 @ i()I \\Cl @) @) 8 ii: 1 14~,,

  • ~

~ (51) 1(58) (H) (72) (79) (1111) (93) ~ ~o~ ~1'9 ~29 ~ -.. l(t!i) ~ 1 13 25 ~ REINFORCING STEEL LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT FINITE ELEMENT MESH USED IN PROGRAM VEAi FICATION (FINEL PROGRAM, SAMPLE PROBLEM A) FIGURE 3.8-88

FINEL. 8.7 kips REF. 3.8 8.0 KIPS INO C"ACKING IN FINEL IELOW 1.7 KIPS) FINEL AND REF. 3.8 20.0 KIPS* --- BOUNDARY OF CRACKED REGION, REF. 3.8-141 ~ CRACKED REGION, FINEL Ll*RtCK GENERATING ITATION UNITl1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT REGIONS OF CRACKING FROM REFERENCE 3.8-14 AND FINEL ANALYSIS (FINEL PROGRAM, SAMPLE PROBLEM A) (SHEET 1 OF 2) FIGURE 3.8-11

FINEL AND REF. 3.8 28.0 KIPS FINEL AND REF. 3.8 31.2 KIPS LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT REGIONS Of CRACKING FROM REFERENCE 3.8-14AND FINIL ANALYSIS (FINIL PROGRAM, SAMPLE PROBLEM A) (IH£1T 2 OP Z) FIGURE 3..1-*

'~KIPSt 30 20 1 ...... ur. 3. 8 -13 (IXPlllIMINTAL) -- ur. 3.8-14 (AMALYTICAL) FINIEL I I I REINFORCING I STEEL YIELDED I I I.. I. ** r-.~** I I.. 0---------------------------------------....---------.....- .1 .2 .3 .4 .I DISPLACEMENT UNDER LOAD UNCHESI LIMERICK OENIRATING ITATION UNITl1 ANDZ UPDATED FINAL SAFETY ANALYSIS REPORT LOAD-DEFLECTION CURVES FROM REFERENCE 3.1-13, REFERENCE 3... 14, AND FINIL ANALYSIS (Ftnl PROGRAM, SAMPLE PROBLEM A) FIGURE 3.1-100

Z,FT 1.0 2 4 8 20 22 10 0 ---1 _____ __. _____....,......_..._ ____.__..._ ___..._ ___ R, FT 1 3 5 19 21 INNER RADIUS * *

  • 15.0 FT --1 OUTER RADIUS
  • b
  • 81.75 FT---~*

LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT FINITE ELEMENT MODEL FOR HOLLOW CYLINDER WITH DISTRIBUTED PRESSURE LOADING (FINEL . PROGRAM, SAMPLE PROBLEM B) FIGURE 3.8*101

Z,FT 1.0 2 4 6 8 20 22 ©@ 0 o~ 1 3 5 7 INNER RADIUS** *66.0 FT~ R,FT 19 21 OUTER RADIUS=llz68.75 FT----4 LIMERICK GENERATING ITATION UNITI 1 ANDZ UPDATED FINAL SAFETY ANALYSIS REPORT FINITE ELEMENT MODEL FOR HOLLOW CYLINDER WITH LINEAR TEMPERATURE GRADIENT (FINEL .PROGRAM. SAMPLE PROBLEM C) FIGURE 3.8-102

T, °F 100 50-0--------~ ~---------R-=-.------------------------R~=-b-------R,FT LIMERICK GENERATING STATION UNITl1 ANDZ UPDATED FINAL SAFETY ANALYSIS REPORT TEMPERATURE GRADIENT THROUGH WALL OF HOLLOW CYLINDER (FINEL PROGRAM, SAMPLE PROBLEM C) FIGURE 3.8-103

10"

10"--------*i 1 t

  • 100°F 0

PERFECTLY INSULATED LIMERICK GENERATING ITATION UNITl1 ANDI UPDATED FINAL SAFETY ANALYSIS REPORT TEMPERATURE CONDITIONS AND ARRANGEMENT OF SQUARE PLATE (ME620 PROGRAM, SAMPLE PROBLEM A) FIGURE 3.8-104

1 O" 8" 8" 0 2" 4" INCHES NODE NO. ELEMENT NO. 28 8"

  • I
  • I 8"

10" LIMERICK GENERATING STATION UNITl1 ANDZ UPDATED FINAL SAFETY ANALYSIS REPORT FINITE ELEMENT MODEL OF SQUARE PLATE (ME620 PROGRAM, SAMPLE PROBLEM A) FIGURE 3.8-106

TEWIRATURIAT POINT Af9f) 70 IO ,._~,......-- SOLUTION BY ME 820 30 20 10 0 THEORETICAL SOLUTION---... FROM REF 3.& 19 10 20 30 40 50 80 70 80 90 100 TIME (SECONDS) LIMERICK GENERATING ITATION UNITl1 ANDZ UPDATED FINAL SAFETY ANALYSIS REPORT COMPARISON OF TEMPERATURE TRANSIENTS FROM ME620 AND REFERENCE 3.8-19 (ME620 PROGRAM, SAMPLE PROBLEM A) FIGURE 3.8-108

/ I ( """ \\ ) I / LIMERICK GENERATING ITATION UNITI 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT SIZE AND TEMPERATURE CONDITIONS OF SOLID STEEL SPHERE (MEl20 PROGRAM, SAMPLE PROBLEM B) FIGURE 3.1-107

y .2" .2975" .3950" .4925" 14 .5900 ~ 2 20 x © LIMERICK GENERATING STATION UNITl1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT FINITE ELEMENT MODEL OF SOLID STEEL SPHERE (ME620 PROGRAM, SAMPLE PROBLEM B) FIGURE 3.8*108

u.. 0 w a:

J I-

<( a: w Q. ~ w I-100 ID IO MEM3 40 000000 REF3.9-13 20 oL....~~~'--~W..llll!ll!IC:....:1--~~~1._~~--lL-~_.___..~'--~~-.JL-~~-1~--lL-~--1 10 30 40 50 100 200 300 400 500 1000 2000 3DDD TIME (SECONDS) LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT TRANSIENT TEMPERATURE RESPONSE OF A SAMPLE PIPE FIGURE 3.9-1

so. U1 a_

30.

w u z w a: w u.. u.. Cl

10.

w c:c U1 U1 w c:c a_

2.

TIME AFTER LIMERICI\\ I SHRllUD SUPPClH 2 CClRE PLATE J SHRllUD HERO

  • UPPER SHR!lUD s SHAO HO TCl H r LVL JAR

-L ...:..!.L

4.
6.
8.

BREAK.SECONDS LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT TRANSIENT PRESSURE DIFFERENTIALS FOLLOWING A STREAMLINE BREAK (SHEET 1 OF 2) FIGURE 3.9-2 Rev.5, 4/96

Cf) a_ w LJ z w a: Lu LL LL D w a:

J Cf)

Cf) w a: a_ LIMLRICK 20.1-------+-------+--------i 1 AVG CHANNEL-~~ L BOTTOM 2 TCIP GUIDE > MOT CHANNEL I~.L BCHTDM -~

10.
o.

-L - I 0. LL-'--1-LL..1.....J.....JL...L.,..L-_____ -L_----~--------;:----..::!.!...

o.
2.
4.
6.
8.

TIME AFTER BREAK-SEC LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT TRANSIENT PRESSURE DIFFERENTIALS FOLLOWING A STREAMLINE BREAK (SHEET 2 OF 2) FIGURE 3.9-2 Rev.s. 4/96

1800 1600 u 1400 ~ - 1200 (J 1000 0 ...I w > 800 c 600 ...I LL 400 200 0 300 IV Q. w a: 200 ~ w a: CL. 100 ~ w 20,000 (J a: 0 LL ~ 0 10,000 ID ...I w 0 0.05 0.10 0.15 0.20 0.25 TIME (sec) 0.30 0.35 0.40 0.45 0.50 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT TYPICAL RELIEF VALVE TRANSIENT FIGURE 3.9-3

SEPARATOR ASSEB.T llOLD DOlll 1111. T ------f/,,;M.~.....i CORE SPRAT NOZZLE----~~~ COIE *llAY --====:::j:Li(J PMGO*;I TOP FUEL GUIDE------....,.....;r...;.. POWEii llAllGE DMCTOI OR Sll&'lh CllT 1'JIE -----*ff-1---->-----llEClllCULATllGIATER OUTLET llOZZLE REACTllll vnsn v **-+-----lllOUD U'f'OllT ,..r'H--+----- JET Piii' IELLOIS SEAL ~FFU£1TIAl.l'll£SSUIE lllOZZI.£ LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT REACTOR VESSEL CUTAWAY FIGURE 3. 9-4 Rev 08 1V98

CORE SHROUD DOWNCOMER FLOW SUCTION CHAMBER THROAT (MIXING SECTION) FROM RECIRCULATION ~ PUMP ~ .... ~~~ REACTOR CORE SPRAY COOLING SPARGER$ REACTOR PRIMARY VESSEL FLOODABLE VOLUME TO RECIRCULATION PUMP LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT REACTOR INTERNALS FLOW PATHS FIGURE 3.9-&

FUEL ASSEMBL V PERIPHERAL FUEL SUPPORT (NON-REMOVABLE) ORIFICE GUIDE CORE PLATE ASSEMBL V ORIFICED FUEL SUPPORT (ONE ORIFICE SHOWN) ORIFICE SPRING ORIFICE FUEL ASSEMBLY COOLANT FLOW PERIPHERAL FUEL SUPPORT ORIFICED FUEL SUPPORT GUIDE TUBE AND FUEL SUPPORT ALIGNMENT PIN CORE PLATE ORIFICE (1 of 4) COOLANT FLOW CONTROL ROD GUIDE TUBE CENTER LINE OF FUEL SUPPORT LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT FUEL SUPPORT PIECES FIGURE 3.N

HOLD-DOWN CLAMP DRIVE NOZZLE THROAT INLET OUTLET L.---__. SUCTION INLET INLET RISER PIPE DIFFUSER LIMERICK GENERATING STATION UNITS 1 & 2 UPDATED FINAL SAFETY ANALYSIS REPORT JET PUMP FIGURE 3.9-7 Rev. 10 10/00

~ 0 0 ..J z RECIRC 0 I-< ..J

'.)

u a: u w a: STEAM DOME© STEAM DRYER ISOLATION u w a: LIMERICK GENERATING STATION UNITS 1 & 2 UPDATED FINAL SAFETY ANALYSIS REPORT PRESSURE NODES USED FOR DEPRESSURIZA TION ANALYSIS FIGURE 3.9-8 Rev. 10 10/00

-'I BOUNDARY I u A U') I I =:i I I -l-r+ I pJ M aJ M aJ + y I Lx ELEVATION (HANGER) BOUNDARY FORCE FY A BOUNDARY --11 AISC ~* A AISC u B31.1/B31.7 en I I =:i I I I Iv I

+fi I

H --*

  • M aJ I

~'T M cc I I I I I ~ISC I I I

  • y uJ I

I ~~UNDARY B ELEVATION BOUNDARY FORCES (TWO-WAY RESTRAINTS) FX FY A B INDICATES DIMENSIONAL LOCATION OF 831 1/831.7 ELEMENTS

    • INDICATES LOADS IMPOSED ON THE 831.1/831.7 BOUNDARY
      • INDICATES 831.1/831.7 BOUNDARIES llNCLUDING WELD, IF ANY) 831.1 CODE FOR NON-NUCLEAR PIPING SYSTEMS.

SNUBBERS ANO COMPENSATING STRUTS ARE CONSTRUCTED TO THE REQUIREMENTS OF ASME SECTION Ill, SUBSECTION NF NOTE 1: EXAMINATION OF FULL PENETRATION WELDS ON ALL PRIMARY MEMBERS (WHETHER B31.1, B31.7 OR AISCI 0 F NUCLEAR CLASS 1. PIPE SUPPORTS SHALL BE EXAMINED ONCE BY MT OR PT AND VISUALLY EXAMINED THEREAFTER AS PART OF THE ISi PROGRAM, IN ACCORDANCE WITH ASME SECTION XI. NOTE 2: FOR NUCLEAR CLASS 1 PIPE SUPPORTS. ALL WELDS, OTHER THAN FULL PENETRATION WELDS, INCLUDING THOSE WITHIN AISC JURISDICTIONAL BOUNDARIES, SHALL BE VISUALLY EXAMINED AS PART 0 F THE ISi PROGRAM, IN ACCORDANCE WITH ASME SECTION XI. NOTE 3: FOR NUCLEAR CLASS 2 AND 3 PIPE SUPPORTS, ALL WELDS, INCLUDING THOSE WITHIN AISC JURISDICTIONAL BOUNDARIES, SHALL BE VISUALLY EXAMINED AS PART OF THE ISi PROGRAM, IN ACCORDANCE WITH ASME SECTION XI. I r I l <{ ~""' I I ~ I i I l-\\. -~ µ SN:BBER lo.. i.- I I AISC B31.1/831.7 BOUNDARY A ELEVATION Lx (SNUBBER) FORCE BOUNDARY FX A I 0 ~ I I I I M aJ I I I I I I M I cc I I t *~* I I -* / '\\. BOUNDARY .. ~ .a A ELEVATION (ANCHOR) FORCE MOMENT BOUNDARY FX FY FZ MX MY A LIMERICK GENERATING STATION UNITS 1AND2 MZ UPDATED FINAL SAFETY ANALYSIS REPORT JURISDICTIONAL BOUNDARY BETWEEN PIPE SUPPORTS AND SUPPORTING STRUCTURE FOR SUPPORTS NOT FURNISHED WITH NSSS FIGURE 3.9-9

~ I I I I I JJ ELEVATION (HANGER) BOUNDARY u A (/) I ~ +-r+ LL *** z + BOUNDARY FORCE --*-**----F-..Y_ A t r I ~~ ~ ELEVATION (SNUBBER) I ~ I BOUNDARY FORCE FX A t------~--------~--~~---+--*~*----------'------'----1

"'.~---BOUNDARY f\\.-1 A...

1s~c-"-.__......;......;......;...;~~1~r-- A --1 I AISC NF It-===",=~==='--, 1

  • u

(/) ~ I I f I I I I I I t:=;====;::;;;;;;=*=;;;;;;;;;;;;;;y;;;;;;;;t I AISC ~ I ~~UNDARY B ELEVATION BOUNDARY FO~CES (TWO-WAY RESTRAINTS) i-------1-...;.F-'-X~_.F....:Y-1 A B I

m

~ I I I I

I :

I. I I I ....

  • 1 I

-~ LL z / '\\. t *~*

'--1,__~ _

_.,_~- BOUNDARY A.. A ELEVATION (ANCHOR) FORCE MOMENT BOUNDARYl----i..--~--+--..,.;....--.-~ FX FY FZ MX MY MZ A INDICATES DIMENSIONAL LOCATION OFNF ELEMENTS

    • INDICATES LOADS IMPOSED ON THE NF BOUNDARY
      • INDICATES NF BOUNDARIES (INCLUDING WELD, IF ANY)

LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT JURISDICTIONAL BOUNDARY BETWEEN PIPE SUPPORTS AND SUPPORTING STRUCTURE FOR SUPPORTS FURNISHED WITH CONTROL ROD DRIVE SYSTEM AND TIP SYSTEM FIGURE 3.9-10

LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT TYPICAL BENCH BOARD FIGURE 3.10-1

LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT INSTRUMENT RACK. FtGURE 3.10-2

TYPICAL ACCELEROMETER LOCATION LIMERICK GENERATING STATlON UNITS 1 AllO 2 UPDATED FINAL SAFETY ANALYSIS REPORT TYPICAL LOCAL MCI('. FIGURE 11N

8 F*i I &* LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE l.tM}}

Retrieved from "https://kanterella.com/w/index.php?title=ML21133A046&oldid=5459528"