Text

Revision OL-23 to Final Safety Analysis Report, Chapter 3.0, Figures 3A-1 Through 3.8-130
	ML18207A551
Person / Time
Site:	Callaway
Issue date:	06/19/2018
From:	; Ameren Missouri, Union Electric Co
To:	; Office of Nuclear Reactor Regulation
Shared Package
ML18207A460	List: ML18207A548; ML18207A549; ML18207A550; ML18207A551; ML18207A555; ML18207A557; ML18207A558; ML18207A559; ML18207A560; ML18207A561; ML18207A562; ML18207A563; ML18207A565; ML18207A566; ML18207A568; ML18207A570; ML18207A571; ML18207A572; ML18207A573; ML18207A580; ML18207A581; ML18207A582; ML18207A583; ML18207A584; ML18207A586; ML18207A587; ML18207A588; ML18207A589; ML18207A590; ML18207A591; ML18207A592; ML18208A153; ML18208A154; ML18208A155; ML18208A161; ML18208A162; ML18208A163; ML18208A164; ML18208A165; ML18208A166; ML18208A167; ML18208A168; ML18208A169; ML18208A170; ML18208A171; ML18208A172; ML18208A173; ML18208A175; ULNRC-06442, Revision 14 to Technical Specification Bases, Table of Contents;
References
	ULNRC-06442
	Download: ML18207A551 (403)
	v • d • e

{{#Wiki_filter:160 140 120 100 (/) :..: (/) (/) UJ 0:: 80 f-(/) w __J (/) :z: w f-60 40 20 0 0 Itt ,2tt7-7 (I) ALLOWABLE STRESS UNDER SERVICE LEVEL A, SERVICE LEVEL 8. AND DESIGN CONDITION PER ASME CODE CASE 16t+4. ( 2 ) ALLOWABLE STRESS UNDER SERVICE LEVEL C PER ASHE CODE CASE 1644 AND APPENDIX :mJ-2110 (a). ( 3 ) ALLOWABLE STRESS UNDER SERVICE D PER ASME CODE CASE 1644 AND APPENDIX F-1370 (a) ( 4) ULTIMATE STRENGTH PER TEST RESULTS (I" D I A. SA325 BOLTS) 4 ULTIMATE SA F E TY MA R G i N STRENGTH 20 3 MAX I MUM ALLOWABLE FOR SERVICE LEVEL D 40 60 80 SHEAR STRESS (KSI) 100 CALLAWAY PLANT FIGURE 3A-1 120 COMPARISON OF TENSILE STRESS FOR BOLTS Rev. OL-0 6/86 LJ..J a::: ::::l ....J <( w... f-V) z: <-<.? 0 <(....J >-w f-> LJ..J LJ..J w... ....J <( V) LJ..J <..) w...-0> a::: a::: LJ..J 0 V) f-..._.. <..) <( w... % z: -% I .0:0.2 3 2 0 1.0:0.0 14,247-8 I. 0:0.67 0.67: I .0 0.2: I .0 I . 0:0.4-2 1.0:1.0 0.42:1.0 0.0:1.0 T-S STRESS RATIO CALLAWAY PLANT FIGURE 3A-2 FACTOR OF SAFETY AGAINST FAILURE UNDER SERVICE LEVEL D AS A FUNCTION OF T-S RATIO Rev. OL-0 6/86 FSAR Figure 3B-1 withheld perRIS 2015-17 FSAR Figure 3B-1 withheld perRIS 2015-17 REVOL-8 11/95 CALLAWAY PLANT FIGURE 38-1 AUXILIARY BUILDING EL. 1974 HAZARDS ANALYSIS ROOM LOCATIONS FSAR Figure 3B-2 withheld perRIS 2015-17 H f-G F r-E D i f--c f--I B Rev. OL-0 6/86 CALLAWAY PLANT FIGURE3B-2 PLAN AND ELEVATION VIEW OF MAIN STEAM/MAIN FEEDWATER ISOLATION VALVE COMPARTMENT (SK-C-250) 8 I 7 I 6 1 s 1 t 4 ld 3 I z , ** '1'-761 1 *-. -FSAR Fi ure 3B-2 withhel er RIS 2015-17 g p <J --::9 N M N M 0 ...J u.. :!:.J:l <1:-w--1-Z ti')CXl ...JO o::tO _N I-... -II 0 0 g g M N (:J3S/81) 31V'l::l 3SV'313l::l SSV'W 0 g ... CALLAWAY PLANT FIGURE 38-3 0 0 ..... 0 en 0 co 0 ,... 0 \0 0 U') 0 '<:!' 0 M 0 N 0 .... 0 u w ::.:: <l: w cc CXl cc w 1-u.. <l: w :2: ;::: Rev. OL-0 6/86 MASS RELEASE RATE FOLLOWING A 1.4 FT2 STEAM LINE BREAK CD** V = 11.291 FT 3 2 A = 23.31 FT ** C = VARIABLE ORIFICE* A=587.34FT 2 C =VARIABLE ORIFICE* A= 610.4 FT 2 C =VARIABLE 31----,0RIFICE

V = 1 1, 432 FT V = 37,873 FT 3 A=4.91FT 2 C =VARIABLE ORIFICE* CD V = 2113 FT 3 A = 4.91 FT 2 C =VARIABLE ORIFICE* 0 V = 21 13 FT 3 2 A = 550 FT c = o. 86 V = 37.873 FT 3 A = 187 FT 2 c = o. 85 3 V = 3726.32 FT A = 198 F T 2 c = o. 94 2 A= 203.14 FT c = o. 94 V = 6208. 6 F T 3 A=187FT 2 c = 0. 85 V = 3726.32 FT 3 @ A = 1 98 F T 2 c = o. 94 V = 6208.6 FT 3 A = 203.14 FT 2 c = o. 95 OUTSIDE ATMOSPHERE

.__ _____ _.A = 203. 1 4 FT 2 L------.....1 c = o. 95 *VARIABLE ORIFICE FLOW COEFFICIENT IS DESCRIBED IN REFERENCE 2 **SEE SECTION 3B.4.2.4 FOR DESCRIPTION OF SUBCOMPARTMENT VOLUMES AND VENT AREAS CALLAWAY PLANT FIGURE 38-4 NODALIZATION MODEL FOR MAIN STEAM I MAIN FEEDWATER ISOLATION VALVE COMPARTMENT PRESSURE ANLYSIS REV. OL-10 11/98

, I Iii] I I I I 1 I I

I I I I I I ------------

F ll I I I I I I I I I I __________ _ RllV_ S/06 CALLAWAY PLANT FIGURE 3B-5 RODALIZATIOR MODEL !!'OR MAIR STEAM / MAIR I!'EEDWATER ISOLATIOR VALVE COMPARTMERT TEMPERATURE ARALYSIS 22 21 19 ,......., ro --V\ 18 a.. UJ 0:::: => (.1) (.1) UJ 17 0::: a_ 16 -15 10 2 TIME (sec) CALLAWAY PLANT FIGURE 3B-6 MAIN STEAM/MAIN FEEDWATER ISOLATION VALVE COMPARTMENT PRESSURE TRANSIENT REV OL-3 6/89 We s i Co 11 po r tm en t E ast C o: n por l ment A mb ien t 200 ....----------------------- --,-200 180 ;so 140 1 20 100 .. \ .. .,.-----<--=-=--=-=------------------------------------------------.. 1 00 0 1000 2000 3 000 T i me (seconds) ?\JOO 5000 CAJ..LAWAY PLANT RtAK-.T MAINfiENIIIIAIN FEBMo\TIRliCII.AllON VALVI!CCIIPMIIII!Jlll' ,_PI!M1UI!'I'MIIIIft' 0.06 FP IIBKCAIIE Wes: ----E as 1 C e>Mpa r1 Me ni -------Anb e n t 240,.------------------------------------------, 220 - f-200 a> 180 '--::::l -0 160 -140--1 50 120-l 100-------------------

f-100 0 10 00 200o 3 000 4000 5000 Tim e (s ec on d s) CAJ..LAWAY PLANT RGIK._. MAINfiENIIIIAIN FEBMo\TIRIICII.AllON VALVI!CCIIPMIIII!III'

,_PIIM1UI!'I'MIIIIft' 0.1 Fl" IIBKCAIIE Wes: Conp a rtM e n: ----l o st

* A n b 450 ?00 c 350 300 ::> c 250 200 E 150 ----I¥-I I -400 _;, --300 200 I 100 50 I

.. :: .......... 1 00 0 1000 ' ' 2000 4 00 0 T ime (s ec onds) CAJ..LAWAY PLANT MMIInEIIIIIIIMIH I £*\TERIICI ATICII YALYI!CGMPARI'MI!NI' TI!IIII'!IMTIIII!TIWIIII!NI' Una IIEUCCAIE Wes t CcMportnen t CoMpartMen, e nt 400 300 200 100 ----.. ------------------------.. ................. ':" .. ':" ......... -::-........ =-......................... .. 1 00 3000 0 1000 2000 4000 Tim e (seconds) CAJ..LAWAY PLANT FlliiiEII.'MO MAINfiENIIIIAIN FEBMo\TIRIICII.AllON VALVI!CCIIPMIIII!III' ,_PIIM1UI!'I'MIIIIft' U F'l" IIBKCAIIE CALLAWAY - SP Rev. OL-15 5/06 Figure 3B-10A Deleted 500 450 I 400 350 £300 e :::1 -CIS !. 250 E CD 1-.!:: 200 c( 150 100 50 0 0 200 400 600 800 High Tavg 0.4 sq. ft. Break Room Temp (F) 1000 1200 1400 1600 1800 Time (sec) 2000 I-High Tavg 0.4 sq. ft. Break Temp (F) I CALLAWAY PLANT FIGURE 38-11 MAIN STEAM I MAIN FEEDWATER ISOLATION VALVE COMPARTMENT TEMPERATURE TRANSIENT 0.4 FT 2 BREAK CASE REV. 16 1110 500 450 f 400 350 !£ 300 e :I -i 250 E CD 1-200 < 150 100 50 0 0 200 400 600 800 Coastdown 0.4 sq. ft. Break Room Temp (F) 1000 1200 1 4 00 1600 1800 Tim e (sec) 1-coastdown 0.4 sq. ft. Break Temp (F) I 2000 CALLAWAY PLANT FIGURE 3B-11A MAIN STEAM/MAIN FEEDWATER ISOLATION VALVE COMPARTMENT TEMPERATURE TRANSIENT 0.4 FT2 BREAK CASE FOR TAVG COASTDOWN REV.1 1/10 500 450 I' 400 350 £300 e :s -i 250 E .!:: 200 < 150 100 50 0 0 200 4 00 600 800 High Tavg 0.5 sq. ft. Break Room Temp (F) 1 000 1200 1400 1600 1800 Time (s ec) 1-High Tavg 0.5 sq. ft. Break T e m p (F) I 2000 CALLAWAY PLANT FIGURE 38*12 MAIN STEAM/MAIN FEEDWATER ISOLATION VALVE COMPARTMENT TEMPERATURE TRANSIENT 0.5 fT2 BREAK CASE Rev.16 1/10 500 450 {' 400 350 300 f ::I ..

i 250 E .!:: 200 o( 150 100 50 0 0 200 400 600 800 Coastdown 0.5 sq. ft. Break Room Temp (F) 1000 1200 1400 1600 1800 Tlm e(sec) 1-coastdown 0.5 sq. ft. Break Temp (F) I 2000 CALLAWAY PLANT FIGURE 3B-12A MAIN STEAM/MAIN FEEDWATER ISOLATION VALVE COMPARTMENT TEMPERATURE TRANSIENT 0.5 F'P BREAK CASE FOR TAVG COASTDOWN REV. 1 1/10 500 450 400 350--'=-300 ! ::II -i 250 E 200 oC( 150 100 50 0 0 High Tavg 0.6 sq. ft. Break Room Temp (F) (\ 1-High Tavg 0.6 sq. ft. Break Temp (F) I 200 400 600 800 1 000 1200 1400 1600 1800 2000 T i m e (sec) CALLAWAY PLANT FIGURE 38-13 MAIN STEAM/MAIN FEEDWATER ISOLATION VALVE COMPARTMENT TEMPERATURE TRANSIENT 0.6 Ff2 BREAK CASE REV.16 1/10 500 450 fl 400 350 £300 f :I -i 250 E .!:: 200 150 100 50 0 0 200 400 600 800 Coastdown 0.6 sq. ft. B r eak Room Temp (F) 1000 1200 1400 1600 1800 Tlme(sec) 1-coastdown 0.6 sq. ft. B r eak Temp (F) I 2 000 CALLAWAY PLANT FIGURE 3B-13A MAIN STEAM/MAIN FEEDWATER ISOLATION VALVE COMPARTMENT TEMPERATURE TRANSIENT 0.6 F"P BREAK CASE FOR TAVG COASTDOWN REV. 1 1/10 500 450 (\ 4 00 350 £300 f = -ftJ 250 c. E = 200 < 150 1 00 50 0 0 200 400 600 H i gh T avg 0.7 sq. ft. B r eak Room Temp (F) 1-H i g h Tavg 0.7 sq. ft. Bre a k T e mp (F) I 800 1 000 1200 1400 1600 1 8 00 2000 T i me (se c) CALLAWAY PLANT FIGURE 38-14 MAIN STEAM/MAIN FEEDWATER ISOLATION VALVE COMPARTMENT TEMPERATURE TRANSIENT 0.7 F'P BREAK CASE REV.16 1/10 Coastdown 0.7 sq. ft. Break Room Temp (F) 450 400 350 !£ 300 e ::I .. <<< !. 250 E 200 < 150 100 50 1-coastdown 0.7 sq. ft. Break Temp (F) I 0 200 400 600 800 1000 1200 1400 1 600 1800 2000 Time (sec) CALLAWAY PLANT FIGURE 38-14A MAIN STEAM/MAIN FEEDWA TER ISOLATION VALVECOMPARTMENTTEMPERATURE TRANSIENT 0.7 FT 2 BREAK CASE FOR TAVG COASTDOWN REV. 1 1/10 500 450 400 350 -!:!:.. 300 f ::I -ca 250 Q, E .!:: 200 \__ 150 100 50 0 0 200 400 600 H igh Tavg 0.8 sq. ft. Bre a k Room Temp (F) 1-H ig h Tavg 0.8 sq. ft. Br eak T e mp (F) I 800 1000 1 2 00 1400 1600 1800 2000 Time (s e c) CALLAWAY PLANT FIGURE 38-15 MAIN STEAM/MAIN FEEDWATER ISOLATION VALVE COMPARTMENT TEMPERATURE TRANSIENT 0.8 FP BREAK CASE REV.16 1/10 500 450 1\ 400 350 -!:!:. 30 0 ! = -<<< t 250 Q. E .!:: 200 c( 150 100 50 0 0 200 400 600 Coas td own 0.8 sq. ft. Br eak R oom Temp (F) 1-coast d own 0.8 sq. ft. Break T emp (F) I 800 1 000 1200 1400 1600 1 800 2000 Time (sec) CALLAWAY PLANT F I GURE 3 8-15A M AI N STEA M/M AI N FEEDWA TER ISOLATIO N VAL V E C O M PART M E NT TE M PERAT U RE TRA N SIE N T 0.8 FP BREAK C ASE FOR TAVG C OASTD OWN REV.1 1/10 500 4 50 (\ 4 00 350 -!!:. 300 f :::1 -= i 250 E CD .... .= 200 < 1 50 100 50 0 0 200 400 600 High Tavg 0.9 sq. ft. Break R oom T em p (F) 1-High Tavg 0.9 sq. ft. B reak T emp (F) I 800 1000 1200 1400 1600 1800 2000 Time (sec) CALLAWAY PLANT FIGURE 38-16 MAIN STEAM/ MAIN FEEDWATER ISOLATION VALVE COMPARTMENT TEMPERATURE TRANSIENT 0.9 fT2 BREAK CASE REV.16 1/10 500 450 t\ 400 350 -!::. 300 4) ... :::2 .. i 250 E .!::: 200 cC 150 100 50 0 0 200 400 600 Coastdown 0.9 sq. ft. Break Room Temp (F) 1-coastdown 0.9 sq. ft. Break T emp (F) I 800 1 000 1200 1400 1600 1800 2000 Time (sec) CALLAWAY PLANT FIGURER 38-16A MA I N STEAM/MA IN FEED WATER ISOLATION VALVE COMPARTM E NT TEMPERATURE TRANSIENT 0.9 FT2 BREAK CASE FOR TAVG COASTDOWN REV.1 1/10 High Tavg 1.0 sq. ft. Break Room Temp (F) 500 450 1\ 400 350 -!:. 300 e ::s .. l! 250 & 1-High Tavg 1.0 sq. ft. Break Temp (F) I E G) 1-.!::: 200 4( 150 100 50 0 200 400 600 800 1000 1200 1400 1600 1800 2000 Time (sec) CALLAWAY PLANT FIGURE 38-17 MAIN STEAM/MAIN FEEDWATER I SOLATION VALVE COMPARTMENT TEMPERATURE TRANSIENT 1.0 FP BREAK CASE REV.16 1/10 Coastdown 1.0 sq. ft. Break Room Temp (F) 500 450 400 350 -!:!:. 300 e ::J ... Cll ; 250 c. 1-coastdown 1.0 sq. ft. Break Temp (F) I E .!::: 200 cc \.__ 150 100 50 0 200 400 600 800 1 000 1200 1400 1600 1800 2000 Time (sec) CALLAWAY PLANT FIGURE 3 B-1 7 A MA IN STEAM/MAIN FEEDWA TER ISOLATIO N VALVE COMPARTMENT TE MP ERATURE TRA NSI ENT 1.0 FT2 BREAK CAS E FOR TAVG COASTDOWN REV.1 1/10 500 450 400 350 -!!:.. 300 ! -250 c. E .!: 200 4( 150 100 50 0 0 200 400 600 High Tavg 1.2 sq. ft. Break Room Temp (F) 1-High T avg 1.2 sq. ft. Break Temp (F) I 800 1000 1200 1400 1600 1800 2000 Tim e (sec) CALLAWAY PLANT FIGURE 38-1 8 MAIN S T EAM/MAIN FEEDWATER ISOLATION VALVE COM P ARTMENT TEMPERATURE TRANSIENT 1.2 FTZ BREAK CASE REV.16 1/10 500 450 400 350 i:L 300 0 -I' I \ I I I I I I I I ,_ __ 1 I ------' I , .... /' I I I :I I iii 250 : (j; -I a. I E I {!. 200 -150 I \ \ \ \ \ \ ',, --West Compartment

---East Compartment

* * *
Ambient 100

.. """.,.*""" 50 0 100 200 300 400 500 Time (seconds) 600 700 CALLAWAY PLANT FIGURE 3B-18A Rev.O 7/07 MAIN STEAM/MAIN FEEDWATER ISOLATION VALVE COMPARTMENT TEMPERATURE TRANSIENT 1.2 F'P BREAK CASE FOR TAVG COASTDOWN Wes t CoMpar t Men t CoMpal-t Men t i\Mb e n t 5 00 .------------------------ ---,-5 0 0 _1 00 ...._ -4 0 0 D 3 2 E (!) 1 0 0 .. _\---------------

.... .. ... ,. ..................... , ...... -....... i OO 3000 4000 0 10 00 2000 T i m e (sec on ds) CAJ..LAWAY PLANT FlliiiEII.'Mf MAINfiENIIIIAIN FEBMo\TIRIICII.AllON VALVI!CCIIPMIIII!III'

,_PIIM1UI!'I'MIIIIft' 1A F'l" IIBKCAIIE

E as t CoM par tMent -------* i\Mb e n

500 500 -400-*100 '-'-D :::> -E E I 100 1 00 0 100 0 2000 3000 4000 T ime (seconds)

CAJ..LAWAY PLANT FlliiiEIIND MAINfiENIIIIAIN FEBMo\TIRIICII.AllON VALVI!CCIIPMIIII!III' ,_PIIM1UI!TMIIIIIT 2.0 F'l" IIBKCAIIE Wes t ----Eas 1 C ompar t Me nt -------* Anb e n i. 500 500 ....-. 400 * -400 ...... 300 ::> -2 200 E 100 300 200 ', I , ________________ ___ """"_......, ______ .,.._.,.J' 10 0 0 100 0 2000 T i me (seconds) CAJ..LAWAY PLANT FlliiiEIIN'I MAINfiENIIIIAIN FEBMo\TIRIICII..AllON VALVI!CCIIPMIIII!III' ,_PIIM1UI!'I'MIIIIft' .. , Fl" IIBKCAIIE (,) .., "' ' .E FREQUENCY (cps) PERIOD (sees l CALLAWAY PLANT FIGURE 3.7(8)-1 Rev. OL-0 6/86 SSE HORIZONTAL GROUND SPECTRA 0.2()g FREQUENCY (cps) 100 80 60 j ' .E PERIOD (sees) CALLAWAY PLANT FIGURE 3.7(8)-2 Rev. OL-0 6/86 SSE VERTICAL GROUND SPECTRA 020g 01 -1.00 0 3 6 9 12 I I I TIME (SECOND) 15 I NOTE: USE APPROPRIATE NORMALIZATION SCALE FACTORS FOR OBE & SSE TIME HISTORY ANALYSIS. 18 I 24 I CALLAWAY PLANT Rev. Ol:-0 6/86 FIGURE 3.7(8)-3 SYNTHESIZED TIME HISTORY VERTICAL (OBE AND SSE) z 0 <( 0::: LLJ _. LLJ 0 0 <( -1.00 0 3 6 9 12 T I M E ( SECOND) 15 NOTE: USE APPROPRIATE NORMALIZATION SCALE FACTORS FOR OBE & SSE TIME HISTORY ANALYSIS. 18 21 24 CALLAWAY PLANT Rev. OL-0 6/86 FIGURE 3.7(8)-4 SYNTHESIZED TIME HISTORY HORIZONTAL (OBE AND SSE) CALLAWAY -SP Figure 3.7(B)-5 Deleted Rev. OL-0 6/86 CALLAWAY -SP Figure 3.7(B)-6 Deleted Rev. OL-0 6/86 CALLAWAY -SP Figure 3.7(B)-7 Deleted Rev. OL-0 6/86 CALLAWAY -SP Figure 3.7(B)-8 Deleted Rev. OL-0 6/86 e z t:l ..... I-a: !k: w ..J w u u a: 0 (\j 0 0 0 CD . 0 0 (0 . 0 0 :::1' . 0 0 (\j . 0 r60°/o OF DESIGN SPECTRA .. 1"1 I 0.10 1.00 10.00 100. FREQUENCY CHZl CALLAWAY PLANT FIGURE 3.7(B)*9A TYPICAL FREE-FIELD BASE ELEVATION SPECTRA CALLAWAY SITE Rev. OL-0 6/86 <.:! z EJ ...... 1-a: a:: w .J w u u a: 0 (\J 0 0 0 OJ . 0 0 CD . 0 0 :1 . 0 0 (\J . 0 0 0 60 "/o OF DESIGN SPECTRA 0.10 1.00 10.00 100. FREQUENCY (HZl CALLAWAY PLANT FIGURE 3.7(8)-98 TYPICAL FREE-FIELD BASE ELEVATION SPECTRA STERLING SITE Rev. Ol-0 6/86 ..... 0 '-' z £:1 ..... 1-a: 0::: w .J w u u a: 0 N 0 0 ..... 0 QJ . 0 0 CD . 0 0 :I' . 0 0 N

0 0 0 60 °/o OF DESIGN SPECTRA 0.10 1.00 10.00 100. FREQUENCY CHZl CALLAWAY PLANT FIGURE 3.7(B)-9C TYPICAL FREE-FIELD BASE ELEVATION SPECTRA TYRONE SITE Rev. OL-0 6/86

.... (j ...... z EJ .... 1-a: 0:: w ..J w u u a: 0 N 0 0 0 CD 0 0 (!) 0 0 :::1' 0 0 N 0 0 0 0 0.10 1. 00 60 °/o OF DESIGN SPECTRA 10.00 FREQUENCY CHZl CALLAWAY PLANT FIGURE 3.7(8)-90 TYPICAL FREE-FIELD BASE ELEVATION SPECTRA WOLF CREEK SITE Rev. OL-0 6/86 100. {D z 0 !-<!: a::: w ...J w u u <{ 0 N 0 0 ..... 0 1.0 0 0 "f 0 0 N 0 0 60 °/o OF DESIGN SPECTRA 0 0.10 1.00 10.00 FREQUENCY (HZ) CALLAWAY PLANT FIGURE 3.7(8)-10 TYPICAL, FREE-FIELD BASE ELEVATION SPECTRA THREE SITE ENVELOPE 100. Rev. OL-0 6/86 CALLAWAY -SP Figure 3.7(B)-11A Deleted Rev. OL-0 6/86 CALLAWAY -SP Figure 3.7(B)-11B Deleted Rev. OL-0 6/86 0' -0" _j w (/) (/) w > RIGID BASE MAT 0'-0 (/) w (j)Q:: <{I--zu wcr: j--1--z(f) w a: ::::> I-() ::::> a: I-(/) (!) z 0'-0" 0 _J -::::> (/) (]) cr: a: 0 0 1--<! I-cr: () w <( z w w a: <.9 <! w 1--(/) Kx Kz CALLAWAY PLANT FIGURE 3.7(8)-12 Rev. OL-0 6/86 MATH. MODEL FOR REACTOR BUILDING ANDINTERNALSTRUCTURES CALLAWAY STERUNG 1010 540 r-.2Z.5 510 WOLF CREEK 79 5 765 _ _,.,48"'0-+-7'-"-3"--5 --1 --1 905 435 690 88.0 41.0 665 850 --1 .. @ 51 47 I" ** ' . .. (6) 21@ '" "' ... v 101 ,., '" "' " .. '" ... '" "' ... .,. "' "' 1'0 104 @ '" 0<0 151@ I'" !zoo. uo z'" ... e ... lzo* "' .. , I'" 000 .*. ... ,. ... '" "' "' "' I'" ... I"' ... I"' ... ... ... "' ., .. , 418 445 470 ... ... .., ... ... ::: @ Q 9 \<!)CONTROL V MOTION '" 79o 32o -- -__ 690 220 - 475 c--5.7_5__ 180 ____ 440 120 315_ 60 15 5 DO 00 DO --.* 589 408 4Z7 4!:i ____ ______ ______ y@ @ @ @ @ @ @@@ @ @ § § 8 § § @ @ @ !:i69 !:i75 !!118 Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.7(8)-13 FINITE-ELEMENT MODEL 6 ,..., (f) * (!) u z 0 11 .... 1-< 0::: UJ _J UJ u 2 u < 0 .1 DAMPING VALUES -* 0300,

0500,
07 00, -""" -.., / .;"' ,__ t\. ././' 1.0 10.0 100.0 . F R E Q U E N C Y C C P S ) DESIGN FLOOR RESPONSE SPECTRA EL. 2119'-0" REF. FIGURE 3.718)-17 CALLAWAY PLANT Rev. OL-0 6/86 FIGURE 3.7{B)-14A SPECTRA-CONTAINMENT BUILDING SSE NORTH-SOUTH DIRECTION POLAR CRANE LOCATION CALLAWAY SITE (f) * (.!) 6 z 0 " 1-< 0::: w .J w u 2 u < 0 .1 DAMPING VALUES -* 0300,
0500, . 0700, --( lr-, ilhl\ 1\ II 1\ ;v Jd ... ..._, '::::/ c:::::: 1.0 so.o 100.0 F R E Q U E N C Y C C P S ) DESIGN FLOOR RESPONSE SPECTRA EL. 2119'-0" REF. FIGURE3.7(8)-17 CALLAWAY PLANT Rev. OL-0 6/86 FIGURE 3.7(8)-148 SPECTRA-CONTAINMENT BUILDING SSE NORTH-SOUTH DIRECTION POLAR CRANE LOCATION STERLING SITE CALLAWAY -SP Figure 3.7(B)-14C Deleted Rev. OL-0 6/86 (f) * (!) 8 z 0 " < 0:: w ...J w u u < 2 0 .1 DAMPING VALUES -* 0300,
0500,
0700, -I"""' Jr-. i;h I) I I I\ (-J fJ \ 'r-""r--

-.: 1.0 10,0 100.0 F R E Q U E N C Y C C P S J DESIGN FLOOR RESPONSE SPECTRA EL. 21 19' -0" REF. FIGURE 3.7(8)-17 CALLAWAY PLANT Rev. OL-0 6/86 FIGURE 3.7(8)-14D SPECTRA-CONTAINMENT BUILDING SSE NORTH-SOUTH DIRECTION POLAR CRANE LOCATION WOLF CREEK SITE (f) * (!) 6 z 0 'I t-< 0:: UJ _j UJ u u < 2 0 .1 DAMPING VALUES -* 0300,

0500,
0700, -I lr ? ,,.........--

h V/""' l.D 10.0 100.0 F R E Q U E N C Y C C P S ) DESIGN FLOOR RESPONSE SPECTRA EL. 2119'-0" REF. FIGURE3.7(B)-17 CALLAWAY PLANT Rev. OL-0 6/86 FIGURE 3.7(B)-14E SPECTRA* CONTAINMENT BUILDING SSE EAST-WEST DIRECTION POLAR CRANE LOCATION CALLAWAY SITE 8 n (f) * (!) v z 0 " .... I-< 0:: w .J UJ (.) 2 (.) < 0 .l DAMPING VALUES -* 0300,

0500,
0700, -I""" P"" h ("' !/ );o J?! kb/ i\., -P' t.o 10,0 100,0 F R E Q U E N C Y ( C P S J DESIGN FLOOR RESPONSE SPECTRA EL. 2119'
0" REF. FIGURE3.7(8)-17 CALLAWAY PLANT Rev. OL-0 6/86 FIGURE 3.7(B)-14F SPECTRA* CONTAINMENT BUILDING SSE EAST-WEST DIRECTION POLAR CRANE LOCATION STERLING SITE CALLAWAY -SP Figure 3.7(B)-14G Deleted Rev. OL-0 6/86 (f) * (!) 8 z 0 " < 0::: w _j w u u < 2 0 ,1 DAMPING VALUES -* 0300,
0500,
0700, ' i -f-, fh !f I /J !JI/ ,__ f_;:k.: p 1.0 10.0 100.0 F R E Q U E N C Y ( C P S J DESIGN FLOOR RESPONSE SPECTRA EL. 2119' -0" REF. FIGURE 3.7(8)-17 CALLAWAY PLANT Rev. Ol-0 6/86 FIGURE 3.7(B)-14H SPECTRA-CONTAINMENT BUILDING SSE EAST-WEST DIRECTION POLAR CRANE LOCATION WOLF CREEK SITE

,.... (fj * (.!) u 2.0 z 0 -t-< 0:: UJ _J UJ u u < 0 .1 DAMPING VALUES ,_

0300,
0500,
0700, rP vv-lJ v 17 J 1\ v lr-f-< [/ / 17 I" J r-

.... -s.o 10.0 F R E Q U E N C Y ( C P S J DESIGN FLOOR RESPONSE SPECTRA EL. 2119'

0" REF. FIGURE 3.718)-17 CALLAWAY PLANT FIGURE 3.7(8)-141 . 100.0 Rev. OL-0 6/86 SPECTRA-CONTAINMENT BUILDING SSE VERTICAL DIRECTION POLAR CRANE LOCATION CALLAWAY SITE n (/') * (!) u 2.0 z 0 -t-< 0:: UJ ...J UJ u u < 0 .l DAMPING VALUES ...
0300, . 0500,
0700, ,.,.,.,. ,.., 1/ n 1/ r r (I--I *rv 0 / l/ r--v --*r-/ Lt:: r-v f-r:=:::: 1.0 10.0 100,0 F R E Q U E N C Y C C P S J DESIGN FLOOR RESPONSE SPECTRA EL. 2119'-0" REF. FIGURE 3.7(8)-17 CALLAWAY PLANT Rev. OL-0 6/86 FIGURE 3.7(B)-14J SPECTRA* CONTAINMENT BUILDING SSE VERTICAL DIRECTION POLAR CRANE LOCATION STERLING SITE CALLAWAY -SP Figure 3.7(B)-14K Deleted Rev. OL-0 6/86 n (f) * (!) u 2.0 z 0 H I-< 0:: w ..J w u u < 0 .1 DAMPING VAWES ...
0300,
0500,
0700, lfl !"' VVl r-v--c-"1 I !r v ,....f.-'

,_j r s.. lp-v ' I' k:: :;;::::: 1,0 10.0 100.0 F R E Q U E N C Y C C P S J DESIGN FLOOR RESPONSE SPECTRA El. 2119' -0" REF. FIGURE3.7(8)-17 CALLAWAY PLANT Rev. OL-0 6/86 , FIGURE 3.7(B)-14L SPECTRA-CONTAINMENT BUILDING SSE VERTICAL DIRECTION POLAR CRANE LOCATION WOLF CREEK SITE 8 n (/) * (!) u z 0 ' ...... ..... < 0::: w --' w u z u < 0 .1 DAMPING VALUES

0100,
0200,
0500, r h /, \ 1\ ; i\ \ / "F / 1\ ,_... ,_... 1.0 10.0 100.0 F R E Q U E N C Y C C P S J DESIGN FLOOR RESPONSE SPECTRA EL. 2119'-0" REF. FIGURE3.7(8)-17 CALLAWAY PLANT Rev. OL-0 6/86 FIGURE 3.7(B)-14M SPECTRA-CONTAINMENT BUILDING OBE NORTH-SOUTH DIRECTION POLAR CRANE LOCATION CALLAWAY SITE (f) * (!) w B z 0 < IY w _l w u u < 2 0 .1 DAMPING VALUES
0100,
0200,
0500, ;;;::: I J lrh f f I I r: ?-f-! v 1,0 10,0 uJD.o F R E Q U E N C Y C C P S J DESIGN FLOOR RESPONSE SPECTRA EL. 2119' -0" REF. FIGURE3.7(8)-17 CALLAWAY PLANT Rev. OL-0 6/86 FIGURE 3.7(B)-14N SPECTRA-CONTAINMENT BUILDING OBE NORTH-SOUTH DIRECTION POLAR CRANE LOCATION STERLING SITE CALLAWAY -SP Figure 3.7(B)-140 Deleted Rev. OL-0 6/86 8 1""\ (f) * (!) ..... z 0 ..... f-< 0:: w ..J w u 2 u < .1 Dr\MPING VALUES .0100, .0200, .0500, i I I i j_ I -**-I 1--! i i ! I ! I I -, i I i l I I i I [*. I ........, I I I

.. ( I : t1: ) :""F;; -I I I I 1.0 10.0 100,0 F R E Q U E N C Y C C P S J DESIGN FLOOR RESPONSE SPECTRA EL. 2119'-0" REF. FIGURE 3.7(6)-17 CALLAWAY PLANT Rev. OL-0 6/86 FIGURE 3.7(B)-14P SPECTRA* CONTAINMENT BUILDING OBE NORTH-SOUTH DIRECTION POLAR CRANE LOCATION WOLF CREEK SITE 8 1""\ (f) * (!J u z 0 " ..... 1-< (l:: LLl ..J LLl u 2 u < 0 .I DAMPING VALUES .0100, .0200, .0500, .. I 1/r-\ v-P---v "I\: 1,-:::: ...... 1.0 10.0 100.0 F R E Q U E N C Y ( C P S ) DESIGN FLOOR RESPONSE SPECTRA EL.2119'*0" REF. FIGURE3.7(B)-17 CALLAWAY PLANT Rev. Ol-0 6/86 FIGURE 3.7(8)-140 SPECTRA-CONTAINMENT BUILDING OBE EAST-WEST DIRECTION POLAR CRANE LOCATION CALLAWAY SITE 8 ,..... UJ * (!) u z 0 H I-< a:: w _j w u 2 u < 0 .1 DAMPING VALUES

0100,
0200,
0500, ...---, r--, r--, I 1\ --til c? t:l) j,-J 1.0 10,0 100,0 F R E Q U E N C Y C C P S J DESIGN FLOOR RESPONSE SPECTRA EL. 2119'-0" REF. FIGURE 3.7(8)-17 CALLAWAY PLANT Rev. OL-0 6/86 FIGURE 3.7(B)-14R SPECTRA-CONTAINMENT BUILDING OBE EAST-WEST DIRECTION POLAR CRANE LOCATION STERLING SITE CALLAWAY -SP Figure 3.7(B)-14S Deleted Rev. OL-0 6/86 6 ....., (f)
t.'J u z 0 " ,_. r-< 0:: w _j w u 2 u < 0 .I DAMPING VALUES I
0100,
0200,
0500, -i--, i fl' i ! ('!) \ V,J ... 1-::v 1.0 10.0 100.0 F R E Q U E N C Y C C P S DESIGN FLOOR RESPONSE SPECTRA EL. 2119' -0" REF. FIGURE 3.7(81-17 CALLAWAY PLANT Rev. OL-0 6/86 FIGURE 3.7(B)-14T SPECTRA-CONTAINMENT BUILDING OBE EAST-WEST DIRECTION POLAR CRANE LOCATION WOLF CREEK SITE n (f) * (!) u 2.0 z 0 ..... 1-< 0:: LJJ ..J LJJ u u < 0 .1 DAMPING VALUES .0100, .0200, .0500, -II n v I v v-r--I) lr II v-""--1--1---' 1,)"' ["-, t1 ) v l= / ' r--1.0 10.0 100.0 F R E Q U E N C Y C C P S J DESIGN FLOOR RESPONSE SPECTRA EL. 2119'
0" REF. FIGURE3.7(B)-17 CALLAWAY PLANT Rev. OL-0 6/86 FIGURE 3.7(B)-14U SPECTRA-CONTAINMENT BUILDING OBE VERTICAL DIRECTION POLAR CRANE LOCATION CALLAWAY SITE

_, (J) * (!) CJ 2.0 z 0 .... 1-< 0:: w _j w u u < 0 .1 DAMPING VALUES .0100, .0200, .0500, -::a .. ........, n 1/ v !.--' l/ v-1-J r... Vull lr v-rv I--I-' \\\ \' j...-1--' v r-b=F F-" 1.0 10.0 100.0 F R E Q U E N C Y C C P S ) DESIGN FLOOR RESPONSE SPECTRA EL. 2119'-0" REF. FIGURE3.7(8)-17 CALLAWAY PLANT Rev. OL-0 6/86 FIGURE 3.7(B)-14V SPECTRA-CONTAINMENT BUILDING OBE VERTICAL DIRECTION POLAR CRANE LOCATION STERLING SITE CALLAWAY -SP Figure 3.7(B)-14W Deleted Rev. OL-0 6/86 r> (f) * (!) \....) 2.0 z 0 ...... !-< 0:: w _j w u u < 0 .I DAMPING VALUES

0100,
0200, . 0500, r 1/, II ,__ 1-v lJ vr lr-t-r 1-! lr lr t-v 1-r--IJ lr 1-' tJ \ v ::::::F= 1.0 10.0 100.0 F R E Q U E N C Y ( C P S J DESIGN FLOOR RESPONSE SPECTRA EL. 2119'-0" REF. FIGURE 3.7(8)-17 CALLAWAY PLANT Rev. OL-0 6/86 FIGURE 3.7(B)-14X SPECTRA-CONTAINMENT BUILDING OBE VERTICAL DIRECTION POLAR CRANE LOCATION WOLF CREEK SITE CJ) * (!) z 0 2 .... 1 < 0:: w _J w u u < 0 .I DAMPING VALUES .0300, .0500, .0700, @ ' r n r F \-,__ f---. R-[\... /' 1---ll l.-vV ... 1--I / v I ; v "'--1.0 10.0 100.0 F R E Q U E N C Y C P S J DESIGN FLOOR RESPONSE SPECTRA EL. 2047'-6" REF. FIGURE3.7(81-17 CALLAWAY PLANT Rev. OL-0 6/86 FIGURE 3.7(B)-15A SPECTRA-CONTAINMENT BUILDING SSE NORTH*SOUTH DIRECTION STEAM GENERATOR UPPER SUPPORT CALLAWAY SITE z 0 2 r-1 < oc ll.l _J ll.l u u < 0 .s DAMPING VALUES ""'
0300,
0500,
0700, r::-r-I I I) I r---, r D h I /r r 1'-1 _J r-" \ r \ v v-I 1--1-v ,, v _/ / v / ./ 1.0 10.0 100.0 F R E Q U E N C Y C C P S J DESIGN FLOOR RESPONSE SPECTRA EL. 2047' -6" REF. FIGURE 3.7(8)-17 CALLAWAY PLANT Rev. OL-0 6/86 FIGURE 3.7(8_)-158 SPECTRA-CONTAINMENT BUILDING SSE NORTH-SOUTH DIRECTION STEAM GENERATOR UPPER SUPPORT STERLING SITE CALLAWAY -SP Figure 3.7(B)-15C Deleted Rev. OL-0 6/86 (j) * (!) z 0 1-1 < 0:: w .J w u u < 0 .1 DAHP1N6 VALUES ., .. 0300,
0500,
0700, 1--n I u ' lJ h I r I h /r v t-l's Yr ' I,-/ v v I / _j / / / ./ 1.0 10.0 100,0 F R E Q U E N C Y ( C P S J DESIGN FLOOR RESPONSE SPECTRA EL. 2047'-6" REF. FIGURE 3.7(8)-17 CALLAWAY PLANT Rev. OL-0 6/86 FIGURE 3.7(B)-15D SPECTRA* CONTAINMENT BUILDING SSE NORTH-SOUTH DIRECTION STEAM GENERATOR UPPER SUPPORT WOLF CREEK SITE

(/) * (.!) z 0 ..... < 0:: w .J w u u < 2 1 0 .1 DAMPING VALUES --. 0300,

0500,
0700, ;;.-lr v-t--r Vl l'l n f\ I r-,--l\ lr-1\ ...... v v 'Nl v v v r--1.0 10.0 100.0 F R E Q U E N C Y ( C P S J DESIGN FLOOR RESPONSE SPECTRA EL. 2047' -6" REF. FIGURE 3.7(81-17 CALLAWAY PLANT Rev. OL-0 6/86 FIGURE 3.7(B)-15E SPECTRA-CONTAINMENT BUILDING SSE EAST-WEST DIRECTION STEAM-GENERATOR UPPER SUPPORT CALLAWAY SITE (J) * (!) z 0 2 1 < 0:: w _J w u u < 0 .l DAMPING VALUES , .0300, .0500, .0700, v I--I ) vj h r v( ) I I if-/r 1 ) ( :t v f-vV II lJ v [/ f--_/ 1.0 tn.o 100,0 F R E Q U E N C Y C C P S J DESIGN FLOOR RESPONSE SPECTRA EL. 2047'
6" REF. FIGURE3.7(B)-17 CALLAWAY PLANT Rev. OL-0 6/86 FIGURE 3.7(8)-15F SPECTRA* CONTAINMENT BUILDING SSE EAST-WEST DIRECTION STEAM GENERATOR UPPER SUPPORT STERLING SITE CALLAWAY -SP Figure 3.7(B)-15G Deleted Rev. OL-0 6/86 (J) * (.0 z 0 1-< n::: w _j w u u < 2 1 0 DAMPING VALUES ""'
0300,
0500,
0700, v n f1 I / h r-nl/ v_C I /r I v _\ 1/ r-,\ /fr \ I \ 1/ v v v 'r-ij VI " vv l/ v 1.0 10.0 100.0 F R E Q U E N C Y C C P S J DESIGN FLOOR RESPONSE SPECTRA EL. 2047'-6" REF. FIGURE 3.7(8)-17 CALLAWAY PLANT Rev. OL-0 6/86 FIGURE 3.7(B)-15H SPECTRA-CONTAINMENT BUILDING SSE EAST-WEST DIRECTION STEAM GENERATOR UPPER SUPPORT WOLF CREEK SITE

" (f) * (.!) l..J 2.0 z 0 ....... I-< 0::: w _j w u u < 0

1 OAMPI"JG VALUES
0300,
0500,
0700, b "" ' If v-L.-........ -1\.1 ....... ...... vP v !.....::

1.0 10.0 100.0 F R E Q U E N C Y C C P S ) DESIGN FLOOR RESPONSE SPECTRA EL. 2047'-6" REF. FIGURE 3.7(81-17 CALLAWAY PLANT Rev. OL-0 6/86 FIGURE 3.7(8)-151 SPECTRA-CONTAINMENT BUILDING SSE VERTICAL DIRECTION STEAM GENERATOR UPPER SUPPORT CALLAWAY SITE ,...., (f) * (!) '-' 2.0 z 0 .... r-< 0:: UJ _J w u u < 0 .1 DAMPING VALUES .-* 0300,

0500,
0700, v .'-V ' v-r r-\ 'r 'I lv / v ' I F t--fi::"' ,...-1.0 10.0 100.0 F R E Q U E N C Y C C P S J DESIGN FLOOR RESPONSE SPECTRA EL.2047'-6" REF. FIGURE 3.7(8)-17 CALLAWAY PLANT Rev. OL-0 6/86 FIGURE 3.7(B)-15J SPECTRA-CONTAINMENT BUILDING SSE VERTICAL DIRECTION STEAM GENERATOR UPPER SUPPORT STERLING SITE CALLAWAY -SP Figure 3.7(B)-15K Deleted Rev. OL-0 6/86 n (1) * (!) u 2.0 z 0 ....... I-< 0:: w _] w u u < 0 .1 DAMPINS VALUES .0300, .0500, .0700, -v-1'\ ' v-1'--r--...._ " 1-" 1-\ lr r-1'--:/ 6 Q

........ r-..... 1,0 to.o 100.0 F R E Q U E N C Y C C P S J DESIGN FLOOR RESPONSE SPECTRA El. 2047'-6" REF. FIGURE 3.7181-17 CALLAWAY PLANT Rev. OL-0 6/86 FIGURE 3.7(8)-15L SPECTRA* CONTAINMENT BUILDING SSE VERTICAL DIRECTION STEAM GENERATOR UPPER SUPPORT WOLF CREEK SITE (I) * (!) u z 0 2 1-1 < a::: IJJ .J IJJ u u < 0 .l DAMPING VALUES _,. .0100, .0200, .0500, .....-::: l.d ,_.. t"--1--v-h l! 1-lr-u-t\ r 1-lr--vP I? [\ -, v v-Lr r-. v 1\ !,..--' [\l.r-1 ..... 1--v 1.--'1--"-1...--I--l,O 10.0 100.0 F R E Q U E N C Y C C P S J DESIGN FLOOR RESPONSE SPECTRA EL.2047'-6" REF. FIGURE 3.7(8)-17 CALLAWAY PLANT Rev. OL-0 6/86 FIGURE 3.7(B)-15M SPECTRA-CONTAINMENT BUILDING OBE NORTH-SOUTH DIRECTION STEAM GENERATOR UPPER SUPPORT CALLAWAY SITE (J) * (!) z 0 < [( lJ .J w u u < 2 1 0 ,1 DAMPING VALUES ....

0100,
0200,
0500, /I::/ f----, 1----1 ( I ,...--r-I u VJ r f---1 ,----., I ) :I 1\J -1\ rr r \ ...... /I I-1\ v "' _-1/\ vv v \_ v I-1'-v Q v v i--1,0 10,0 100,0 F R E Q U E N C Y C C P S J DESIGN FLOOR RESPONSE SPECTRA EL. 2047' 6" REF. FIGURE 3.7(8)-17 CALLAWAY PLANT Rev. OL-0 6/86 FIGURE 3.7(B)-15N SPECTRA-CONTAINMENT BUILDING OBE NORTH-SOUTH DIRECTION STEAM GENERATOR UPPER SUPPORT STERLING SITE CALLAWAY -SP Figure 3.7(B)-150 Deleted Rev. OL-0 6/86 (f) * (!) z 0 H 2 I-1 < 0::: w _j w 0 u < 0 .1 DAMPING VALUES """ "01 00,
0200,
0500, --/ g -... ________ , __ -**-.. *-* --h ' : I I J / r--1 r---, r---. rf ) I r-hn I i'., ( rl VI -i'l V\ /I-v \ ...._ J I-0 I ,_,.I/ / " v v v / 1.0 10.0 100.0 F R E Q U E N C Y C C P S J DESIGN FLOOR RESPONSE SPECTRA El. 2047'-6" REF. FIGURE 3.7{8)-17 CALLAWAY PLANT Rev. Ol-0 6/86 FIGURE 3.7(8)-15P SPECTRA* CONTAINMENT BUILDING OBE NORTH-SOUTH DIRECTION STEAM GENERATOR UPPER SUPPORT WOLF CREEK SITE if}
z 0 2 I-1 < 0: w _j u u < 0 .1 DAMPING VALUES ,.
0100, . 0200,
0500, .......::: ld r--r\ 1--'.../ h r --v-I / J _)' \ I I /" _, t:= "" v-// / ...... 1/ ;/' !---" / "-,../ -1.0 10.0 100.0 F R E Q U E N C Y C C P S J DESIGN FLOOR RESPONSE SPECTRA EL. 2047'-6" REF. FIGURE 3.7181-17 CALLAWAY PLANT Rev. OL-0 6/86 FIGURE 3.7(8)-150 SPECTRA-CONTAINMENT BUILDING OBE EAST-WEST DIRECTION STEAM GENERATOR UPPER SUPPORT CALLAWAY SITE (J) * (!) z 0 2 1-1 < 0:: w ...J w u u < 8 .1 DAMPING VALUES """' .0100, .0200, .05'00, /-:/ .--::::::::: 1---1 I 1----I 1 lJ lr / 1---1 I r ( r-I v j ,)1 ./ _., r v \-v: \ 'J ,.-.r-, /r-v v ',.1 \ h v v "' / r-1.0 10.0 100.0 F R E Q U E N C Y C C P S ) DESIGN FLOOR RESPONSE SPECTRA EL. 2047'-6" REF. FIGURE 3.7(8)-17 CALLAWAY PLANT Rev. OL-0 6/86 FIGURE 3.7(B)-15R SPECTRA-CONTAINMENT BUILDING OBE EAST-WEST DIRECTION STEAM GENERATOR UPPER SUPPORT STERLING SITE CALLAWAY -SP Figure 3.7(B)-15S Deleted Rev. OL-0 6/86

(/) * (.9 z 0 H 2 1-1 < a::: w ..J w u u < 0 .1 DAMPING VALUES .-* 0100,

0200,
0500, ./ Lg .....0:::: ...._ I I 1---. I II ,--u VI 1/ v I n f-----1 1-,---I lJ J I Vh r}l I ,I-/) r-\. vv ' t"\ v \ IJ II vV I( 1--' / !---I'-v v '-.../ 1.0 10.0 100.0 F R E Q U E N C Y ( C P S J DESIGN FLOOR RESPONSE SPECTRA EL. 2047' -6" REF. FIGURE 3.7(8)-17 CALLAWAY PLANT Rev. OL-0 6/86 FIGURE 3.7(B)-15T SPECTRA-CONTAINMENT BUILDING OBE EAST-WEST DIRECTION STEAM GENERATOR UPPER SUPPORT WOLF CREEK SITE n (J) * (!) u 2.0 z 0 H I-< UJ _j UJ 0 0 < 8 .t DAMPING VALUES -* 0100,
0200,
0500, -v-N"""" r--... I lr l"'l cr -v \,-, k::: F= ' _'\ t.o to.o too.o F R E Q U E N C Y C C P S J DESIGN FLOOR RESPONSE SPECTRA EL. 2047' -6" REF. FIGURE 3.7(81-17 CALLAWAY PLANT Rev. OL-0 6/86 FIGURE 3.7(B)-15U SPECTRA-CONTAINMENT BUILDING OBE VERTICAL DIRECTION STEAM GENERATOR UPPER SUPPORT CALLAWAY SITE

...... (J) * (!) u 2.0 z 0 ..... 1-< a::: L1J ..J w u u < Q

t DAMPING VALUES
0100,
0200,
0500, -r-v-N-r--r-' /l I I'-l-l r v-h T 1 v .r-/ '-r-:::::::

-1.0 10.0 100.0 F R E Q U E N C Y C C P S J DESIGN FLOOR RESPONSE SPECTRA EL. 2047' -6" REF. FIGURE 3.7(8)-17 CALLAWAY PLANT Rev. OL-0 6/86 FIGURE 3.7(B)-15V SPECTRA-CONTAINMENT BUILDING OBE VERTICAL DIRECTION STEAM GENERATOR UPPER SUPPORT STERLING SITE CALLAWAY -SP Figure 3.7(B)-15W Deleted Rev. OL-0 6/86 ... (f) * (.!) u 2.0 z 0 ...... 1-< 0:: UJ ...l UJ u u < 0 . I DAMPING VALUES

0100,
0200,
0500, v-N-r--I-""' ! 1\ u-t"' " t-.. ,...__ tr' ,_, -r--1-1-"' v E1 k:: F k! t--_ .... 1.0 100.0 F R E Q U E N C Y 10.0 ( c p s ) DESIGN FLOOR RESPONSE SPECTRA El. 2047'-6" REF. FIGURE 3.7(8)-17 CALLAWAY PLANT Rev. OL-0 6/86 FIGURE 3.7(B)-15X SPECTRA-CONTAINMENT BUILDING OBE VERTICAL DIRECTION STEAM GENERATOR UPPER SUPPORT WOLF CREEK SITE CALLAWAY -SP Figure 3.7(B)-16 Deleted Rev. OL-0 6/86 r EL. 2090' -4" EL. 2083' -11 II EL. 2060'-0" E L. 2047' -6" EL. 2034' -0" EL. 2025' -9" E L. 2022' -6" EL. 2012' -0" EL. 1998'-11" s: REACTOR BUILDING EL. 2206' -6" EL. 2170' -9" EL. 2135' -0" I POLAR CRANE

_ . T STRUCTURE ' t STEAM t GEN E L. 21 00' -0" I '111"' EL. 2080' -0" J[ )) ,....411l. '-SHELL '111 I . ...41 E L. 2056' -6" '111 . EL. 2051'-2" .. L.. _.;I EL. 2039'-0 II1 , II' E L. 2028' -0" r-, '111 EL. 2013'-5" .... a. & """ , **r-EL. 2000'-0" .... *.:. Jill. ,;. 0. VTENDON GALLERY '-.:r,J '6*j------, I -. EL. 1974'-3" CALLAWAY PLANT FIGURE 3.7(8)-17 LUMPED-MASS/FLUSH MODEL, CONTAINMENT BUILDING Rev. OL-0 6/86 . . .. .. EL. 2106'-6" EL. 2083' -6" E L. 2047' -6" "'." *.* : **'f.'*' .......... -EL. 2026'-0" EL. 2000' -0" CALLAWAY PLANT FIGURE 3.7(8)-18 LUMPED-MASS/FLUSH MODEL FUEL BUILDING Rev. OL-0 6/86 >-0:: . <{<.9 _o _J_J xeD ::::> <t: _J 0 . o::<.9 t-0 z_J oco u EL. 2102'-6" E L. 2090' -0" EL. 2087' -2" EL. 2073'-6" EL. 2065' -0" EL. 2047'-6" EL. 2032' -0" E L. 2026' -0" EL. 2016' -0" EL. 2000'-0" EL. 1988' -0" EL. 1984'-0" EL. 1974' -0" CALLAWAY PLANT FIGURE 3.7(8)-19 LUMPED-MASS/FLUSH MODEL AUXILIARY/CONTROL BUILDING Rev. OL-0 6/86 E L. 2066' -0" E L. 2047' -2" EL. 2027' -6" E L. 2000' -0" CALLAWAY PLANT FIGURE 3.7(8)-20 LUMPED-MASS/FLUSH MODEL DIESEL GENERATOR BUILDING Rev. Ol-0 6/86 Veiwt *

i-1 z v CALLAWAY PLANT FIGURE 3.7(8) A-1 DESCRIPTION OF THE MODEL REV OL-14 12/04 u = y -y r r s LC .u. r I I CALLAWAY PLANT Rev. OL-0 6/86 FIGURE 3.7(N)-1 MULTI-DEGREE-OF-FREEDOM SYSTEM RESTRAINT DUE TO PRIMARY SHIELD WALL RESTRAINT DUE TO YG PRIMARY SHIELD WALL HOT LEG RESTRAINT STEAM GENERATOR LOWER SUPPORT LUMPED MASS RCL GLOBAL COORDINATE SYSTEM STEAM GENERATOR UPPER SUPPORT REACTOR COOLANT PUMP SUPPORT CROSSLVER LEG CROSSOVER LEG RESTRAINT CALLAWAY PLANT FIGURE 3.9(N)-1 Rev. Ol-0 6/86 REACTOR COOLANT LOOP SUPPORTS SYSTEM, DYNAMIC STRUCTURAL MODEL X ACTUAL l PIPE WALL THICKNESS T Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.9(N)-2 THROUGH-WALL THERMAL GRADIENTS t;; FEATURES TO BE EXAMINED COIOJI T CL ...... <<<fLPS IICC(SStlllE CONOIJIT lll4CII£T "ELOS llf'tiW.C[

$\.lllf4C(5.A.T T!ol( S"AGI;IJI"AOSA.!,.Qi<<<TI'I{ .. 0$0f 7>'1[ .. EVfiiOili"UiELS lS!j,(llfLY 5,1;111(1 LOCKING #IIIPIII.uoGE"'-IIfS U TH( TIIIQ 101" ioMl H*( HI() IJCTTOit £Ln&fl()lll$ L01l£1l COllE "L4H fQ COlt£ 8&111!£1,. SCIIEit LOCIIJ><<l. OnlCH

t h*£ o* 90" itO* A'fC2tO* UES O(Vt<:U 4HO COio!Ta,cl Of' TIC t.:rff()lril (lOot, COI,..-S .. fl!( 41t.\C.>j£0 TO TIO( COitt '-"0 HE 1'<.4tlS LOCili!Ci or TN£ SECOICJ.wtY COitE St.I""'fO'l IN...,(Il( ATTN..Jo£0 ft;> file COJI( SU'"':JIIIt AliO Y(S$1:!..

MOllll INf{llfltoC£ SVI'(AC[ CO!'IClnO.. 1 l 'f[lllfY f>o<,H tMS(.T$ *llf U.\1£0 ( OOU {0 Oll) fl£L(II >OT I"US T,.RIJ !Mft!U'4([)

vnVAL<.* [UIH>OEfAC[Sf0.04>UIJ;( >JSII!IG

' fUtrY 'lrTIIO(;$ lit£ I VISIJ4LLf (UIIJII( 1Nt£!11HC£ SOJitHCUrOII J.IOY £'10tfoOC£ Of '£1ttr* UHti'OG. 4 OOU (Q 'lJtl Hfl(ll !;*G( HE\..(111 lOOT f><lfl.l go* I Rev. OL-0 6/86 CALLAWAY PLANT VIBRATION CHECKOUT FUNCTIONAL TEST INSPECTION POINTS FIGURE 3.9(N)-3 ROL' TRAVEL HOUSING---------... CABLE CONNECTION OPERATING COIL STACK ASSEMBLY n 1: _J CALLAWAY PLANT FIGURE 3.9(N)-4 FULL LENGTH CONTROL ROD DRIVE MECHANISM REV. 1 5/15 1mb ilhl'lllt 141WSIIU* CI'IIUIII!li "'t.DI I IIIG.l IIV!IIIIi .-tiiXII Wl!llf COil AS\>"l UFT ((!Ill Cfl .-tin' .* *r.._MI., 101:11 WIH ..-f'I.IM 111\111 1 ........ PIIIWAIIIU GIIIAI'O Slilllaa _..d:OII. Ill$ i.OI:Il Ulflf:li I.AfCIIII PIN I.UCJt Am UaPIIII ""Jiin;" 1.11111 U!IUI Will: 'I'Uit l'lllhi'M!.i C.An!H II'UIIII\fit-SI'A'fl_,. IIOU 'i\19M llf&ft-lf Sliii'NIIII 'IPIIIIIM H COil..,.. _.,. '* Ulil:lil Wlllllll. !1\11111 flh!NII'Ott lll'lllllilli:i -ili'I!Pilll!li IC!CIII: n.i!IIIGUI Sfllfl-r -.ATOI Q:'ll l"tlil

li(V 'n1i1K Sf' AT lllllliiA!h' UWCIII CALLAWAY PLANT FIGURE 3.9(N)-5 FULL-LENGTH CONTROL ROD DRIVE MECHANISM SCHEMATIC REV. 1 5/15

LOAD TRANSFER AT 70° A B CD B LIFT COIL OFF 15.640 15.625 0.015 B LIFT COIL ON 16.265 16.250 0.015 A AT 650° A A B 0 Ll FT COl L OFF 15.725 15.679 0.046 L 1FT COIL ON 16.375 16.387 0.068 AFTER LOAD TRANSFER MG AT 70° A B G) LIFT COIL OFF 15.625 15.578 0.047 Ll FT COl L ON 16.258 16.203 0.047 AT 650° A B 0 LIFT COIL OFF 15.679 15.641 0.038 LIFT COIL ON 16.387 16.291 0.016 CALLAWAY PLANT FIGURE 3.9(N)-6 Rev. OL-0 6/86 NOMINAL LATCH CLEARANCE AT MINIMUM AND MAXIMUM TEMPERATURE 0.080 en 0.070 LJ.J :r u z: 0.060 LJ.J > 0 c a:: 0.050 <!) u..; > a:: 0.040 c Cl z: < en 0.030 LJ.J :r u f-< 0.020 _J w u z: < a:: 0.010 < LJ.J _J u 0.000 0 LIFT COIL OFF l MG CLEARANCE AFTER LIFT COIL ON ) LOAD TRANSFER // / -----/ -----/ / -----/--1\'"\__LI FT COIL ON l SG CLEARANCE BEFORE COl L OFF f LOAD TRANSFER 100 200 300 400 500 TEMPERATURE (°F) / / / ------600 700 CALLAWAY PLANT FIGURE 3.9(N)-7 Rev. OL-0 6/86 CONTROL ROD DRIVE MECHANISM LATCH CLEARANCE THERMAL EFFECT U"£1 CORE ,LATE GUIDE ,. REUTIOR SMIELD 'UEl FUEl USElelY GUIDE ,. IIA .. AY COYU LOIIU CORE IURLE ERUGY AtSDIIIU ASSOIILY OFF-SET I*ITRIIIUTATIOI COLUIII SECOROUT CORE IU"ORT IUTT TT'E COLIIII IUTRIIIBTATIOR OUIDE COLIIII (CIIUCIFOIIII) LOII£1 TIE 'LATE U,U TIE 'LATE RADIAL SU,OU UY CALLAWAY PLANT FIGURE 3.9(N)-8 Rev. OL-0 6/86 LOWER CORE SUPPORT ASSEMBLY (CORE BARREL ASSEMBLY) 10853-1 a:P, I e:p, CALLAWAY PLANT FIGURE 3.9(N)*9 UPPER CORE SUPPORT STRUCTURE CALLAWAY PLANT

FIGURE 3.9(N)-10 PLAN VIEW OF UPPER CORE SUPPORT STRUCTURE REV OL-11 05/00 52 48 44 40 c z: 36 :1 c 0 32 0 t: 28 a: .... 0 24 0 I II) 20 16 12 8 7% 4 0 0 c 0 0 0 0 Cl) ,., a 0 0 c 0 0 0 0 0 0 0 0 0 0 0 0 8 c 0 0 -v 0 0 go 0 0 0 0 0 0 0 Oo oc: 0 00 nOO 0 0 p 0 0 0 c 0 0 0 0 0 0 0 0 <V 0 0 oo r7 ot 0 0 , 0 0 0 n 00 0 0.1 0.2 o.3 o.4 0.5 o.e 0.1 0.8 o.a 1.0 1.1 1.2 1.3 INPUT (g) BRAC£0 HANGERS CALLAWAY PLANT FIGURE 3.10(8)-1 Rev. OL-0 6/86 DAMPING VS. INPUT LEVEL FOR BRACED HANGER SYSTEMS 24 0 A 20 M 16 p I 12 N 8 G 7% 4 (o/o) I I I I I L 50°/o TO FULLY LOADED TR AY _/ / / / / DADED TRA' 8 --------r-..L---:-----------CON' )UIT 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 INPUT FLOOR SPECTRUM ZPA CALLAWAY PLANT FIGURE 3.10(8)-2 Rev. OL-0 6/86 LOWER BOUND DAMPING AS A FUNCTION OF INPUT ZPA 480 400 320 1kl -t !! i 240 ! lWt: / 1.-1 60 80 0 0.1 1 10 v 1.-l/ 1.-100 1000 Tim e (Seco nd s) "" 1"---"" 10000 100000 1000000 CALLAWAY. PLANT FIG U RE 3.11181*1 CO NT A INMENT TEMPERATURE I LOCA l le/.16 10.W 560 480 400 -320 -I 240 ... 160 ;::: 80 0 1 .E-01 1.E+OO It' 1.E+01 1.E+02 1.E+03 1.E+04 Time (Seconds) CALLAWAY PLANT F10URE' 3.11181*2 CONTAINMENT TEMPERATURE IMSLBI REV. 17 10108 560 480 400 320 ::J +-' 0 L E ()) 1--1 60 80 0 ---------------------- I--,/ II II I/ A >-" v vr/ / t/ 1-. 10 -2 10 -I 1 10 10 2 Time (Seconds) NOTE: Containment pressure and temperature response for limiting cases was analyzed in June, 2000 to assess a reduction in containment cooler performance. However, the curves were bounded by the curves above or only slightly exceeded the curves well after the peaks. Existing figures in Section 3.ll(B) have not been revised since they remain bounding except for portions of the response curves which are exceeded slightly and would result in negligible curve changes relative to scale values utilized. / 10 3 10 4 REV OL-12 11/01 CALLAWAY PLANT FIGURE 3.11(B)-2A CONTAINMENT TEMPERATURE (MSLB) UPRATED CONDITIONS 4 5 0 400 3 5 0 f " -300 t! ll. E 2 5 0 200 1 5 0 1 00 s o I-: 0 1.E-01 I J B *' ""' l.E+OO 1.E+0 1 ... ,. *' ,. :--r--. ... l.E+02 l.E+03 1.E+0 4 l.E+OS l.E+0 6 T i me (second.s) CALLAWAY PLANT FIGURE 3.11{8)-3 (MSLB AND LOCA) REV. 18 10113 72 1-60 ro... i)' i' ..... \. r-. \ \1" 48 Ill n \ 24 12 0 0.1 1 10 100 1000 Tim e (Se c o nd s) ...... I'. I' 10000 1 00000 CALLAWAY PLANT FIGURE 3.11181-4 C ONTAINMENT PRESSURE !LOCAl 1000000 PSf.18 101117 72 60 48 It ,. II , v 24 12 0 0.1 1 10 100 Time (Seconds) / ' ' v 1000 10000 REV.17 10108 CALLAWAY PLANT FIGURB 3.11(8)-5 COITAIIMBIT PRBSSURB (MSLB) .. I' I Jal I e " 24 --H+ll+#l-#++++ I( v fltl )1 \ l.E-01 l.E.OO l.E+Ol l.E-102 l.E-103 Time (secon d s) l.E-104 l.E+OS l.E-106 CALLAWAY PLANT FIGURE 3.11(8)-6 CONTAINMENT PRESSURE (MSLB AND LOCA) REV. 18 10/13 8 0 .., 2 8 g N 2 .. E .. 8 a. E g -i 8 g 8 -0.00 40.00 80.00 CONTAINMENT PENETRATIONS ELECTRONIC DIFFERENTIAL PRESSURE TRANSMITTER MOTOR OPERATED VALVES 120.00 HIO.OO Note 1: Figure 7A identifies a set of surface ture curves for cable utilized inside the containment. The worst case configuration is selected for each type of cable identified. 200.00 240.00 2110.00 Time (Seconds! 320.00 eo.oo 400.00 CALLAWAY PLANT FIGURE 3.11(8)-7 SURFACE TEMPERATURE (MSLB) FOR OLD STEAM GENERATORS REV. 16 10/06 8 8 8 0 p; 8 w a: 8 ;:) a: w a. :E 8 w 1-8 R ... 8 8 8 ... 0.00 25.00 50.00 75.00 100.00 c Curve: A represents E067. E067A. E067B control cables, E061 thermocouple cables. and E058 multi-conductor power cables 125.00 Time (Seconds) B represents E062 instrument cables C represents E058 single conductor power cables and E060 triaxial cables 0 represents E060 coaxial cable 150.00 175.00 200.00 225.00 250.00 CALLAWAY PLANT FIGURE 3.11(B)-7A REV. 16 10/06 CABLE SURFACE TEMPERATURE (MSLB) FOR OLD STEAM GENERATORS !£ ., E l'! "' Q. E "' I-0 0 ci 10 8 ci .... .... a 0 ..., 0 0 N 0 0 ci 0 0 ci 0 II I / --- > 3 4 !; 6 Hf ll v i"-v I I Note! v i/ I v L I .----........ ....... , ..... _.... _.. ----J 4 !; ) 1 10 ) j 4 J j 4 !; 6 2 Time (Seconds) Note 1: Based on finstized values, this curve no longer applies but may have been used in performing detailed equipment qualification. As elimination of this curve results in a decrease in qualification requirements, equipment qualification documentation is conservative and may not have been revised. CALLAWAY PLANT FIGURE 3.11(8)-8 AUXILIARY BUILDING HELB TEMPERATURE (ROOMS 1101-LEFT, 1102, 1119, 1120, AND 1121) Rev. 9 11/13 0 0 0 1.0 8 0 .., u:: -;: .. Q; 0 0. 0 E . ., 0 .... C"i -0 0 0 --0 0 0 0 -/,_, v / ) J 4 5 -/ , "-v I v ---........... -....._ ._ , J 4 ) 1 0 2 4 '9 Time (Seconds} ) 4 56 ;.,9 1d ' CALLAWAY PLANT FIGURE 3.11(8)-9 AUXILIARY BUILDING HELB TEMPERATURE (ROOMS 1101-RIGHT, 1122, 1128, 1129, AND 1130) Rev. 9 11/13 ,... g eli N .... 8 N U: N ... (I) ... :I ... co ... (I) c. E (Q (I) -..... -8 / / /

0 ..,_ 1-' 2 2 J 4;)5 1 o-* 5 4 j 5 7! Hf z 5 4 ) s Time (Seconds} I 10 , 4 ) 5 Hf . ) 6789 , 4
lo' CALLAWAY PLANT FIGURE 3.11(8)-9A AUXILIARY BUILDING HELB TEMPERATURE (ROOMS 1206 AND 1207) Rev. 9 11/13 0 0 .0 "" -8 0 N .... 8 :n ..... ii: -::> .. Ill :;; 0 c. 0 0 1-... -0 0 10 0 -' c 0 0 0 -l,..o-I--i !5 4

/ " .,. .. ""' .,. --Hf ' J 4 6789 ' too. 1 10 > j 4 5 Time (Seconds) .-!--' ... -v .----2 3 . 4 6 7 a9 Ht 2 CALLAWAY PLANT FIGURE 3.11(8)-10 AUXILIARY BUILDING HELB TEMPERATURE (ROOMS 1107 THROUGH 1114, AND 1127) Rev. 9 11/13 ., a .. 0 0 :ri N -Q; 0 a. 0 E * ., 0 1-... -0 0 IIi 0 ... 0 0 d 0 -I v ,. .... -.... -..... 2 3 4 Hf 2 3 4 ' \. f:=:::-1789 t 10 2 3 4 5 6789 Time (Secondsl -.-f-" ----2 3 4 5 6789 2 CALLAWAY PLANT FIGURE 3.11(8)-11 AUXILIARY BUILDING HELB TEMPERATURE (ROOMS 1115, 1116, AND 1117) Rev. 9 11/13 0 0 :ri N -8 0 N ... 8 .,; ---... ., ., a; 0 c. 0 E * ., 0 1---0 0 .0 0 .... 0 0 0 0 - -""" -' 3 4 5 lcf v r--. I' t\ r-,.. 1\ r--1\ I' t--3 4 56 t 0 3 45&7a9 Time (Seconds) > 3 4 *9 Hf ? CALLAWAY PLANT FIGURE 3.11(8)-12 AUXILIARY BUILDING HELB TEMPERATURE (ROOM 1126) Rev. 9 11/13 8 i . .... . -v .. Note 1 v v J I I -v 1 Q" l I 4 S' 1d ..l s 4

I 1d , I 4 ' 1d l I 4 s 1d Time (Secondsl Note 1: Based on finalized values. this curve no longer applies but may have been used In performing detailed equipment qualification.

As elimination of this curve results In a decrease In qualification requirements, equipment qualification documentation Is conservative and may not have been revised. I 4 t 1 cl CALLAWAY PLANT FIGURE 3.11(8)-13 Rev. OL-0 6/86 AUXILIARY BUILDING HELB TEMPERATURE (ROOM 1314-CORRIDOR) Rev. 9 11/13 0 0 g f') . 8 0 N . U:: N " e CD 0 0 t! 0 10 ... 0 0 0 0 . 0 0 .... 1-, 4 1cf 2 J 4 e9 f.. v I "7 v II ,/ II v 1/ v v .... ... 1-1 10 4 5 2 'j' 4 } Time (Seconds} Note 1: Based on finalized values. this curve no longer applies but may have been used in performing detailed equipment qualification. As elimination of this curve results in a decrease in qualification requirements. equipment qualification documentation Is conservative and may not have been revised. Note 2: ewves based on eves letdown 6owrate of7S gpm at time of break. CALLAWAY PLANT FIGURE 3.11(8)-14 SHEET 1 AUXILIARY BUILDING HELB TEMPERATURE (ROOMS 1201 AND 12021 Rev. 9 11/13 190 180 t.:' 170 160 "U .._.. 150 w 140 .... <{ 130 n: 120 110 100 90 / / ,.. --------------Rooms 1203& 1203A-Left Roomsl201 and 1202 0 200 400 600 800 1000 1200 1400 1600 1800 TIME (seconds) Note: Curves based on CVCS letdown ftowrate of 120 gpm at time of break. CALLAWAY PLANT FIGURE 3.11(8)-14 SHEET 2 AUXILIARY BUILDING HELB TEMPERATURE (ROOMS 1201 AND 1202) Rev. 9 11/13 0 0 ci 0 ('If g . 0 10 i:L ... 0 0 . 0 ('If ... 0 0 0 0 ... ./ v __.. 7 ' 3 4 5e}o9 -v /.I Hf J 4 , 10 2 3 4 e789 Time !Seconds} Note: for encapsulated valves. temperatures will be greater than 110 F but below the curve shown. ewves based on eves letdown Oowrate of 75 gpm at time of break. .... .I v I 1/ v l7 , 3 4 5ef891d 2 CALLAWAY PLANT FIGURE 3.11(8)-15 SHEET 1 AUXILIARY BUILDING HELB TEMPERATURE (ROOMS 1203 AND 1203A-LEFT) Rev. 9 11/13 190 180 L:' 170 160 1) '-' 150 w gj 140 1-130 120 ::1 110 100 90 -------/ / ---------------Rooms 1203& 1203A-Left Rooms 1201 and 1202 0 200 400 600 800 1000 1200 1400 1600 1800 TIM( (seconds) Note: ewves based on eves letdownllowmte of 120 gpm at time ofbreak. CALLAWAY PLANT FIGURE 3.11(8)-15 SHEET 2 AUXILIARY BUILDING HELB TEMPERATURE (ROOMS 1203 AND 1203A-LEFT) Rev. 9 11/13 0 0 ci 0 l'f 8 ... 8 0 10 u: ... .. E .. 0 Q. 0 E ci .. 1-ot -0 0 ci N ... 0 0 v r---"""""' 1--,......_ 1--1--t'---t--. ci 0 ... 2 J 4 6 ' 1 4 5 7a9 t 2 j 4 5-67a9 Hf 10 Time (Seconds) Note: For encapsulated valves, temperatures will be greater than 110 F but below the curve shown. Curves based on eves letdown Oowtate of75 gpm at time of break. 2 J 4 5 67a9 2 CALLAWAY PLANT FIGURE 3.11(8)-16 SHEET 1 AUXILIARY BUILDING HELB TEMPERATURE (ROOMS 1203A-RIGHT AND 1204) Rev. 9 11/13 190 180 &:::' 170 160 "U .......-150 w gj 140 ..... 130 120 110 100 90 r----Rooms 1203A* Right& 1204 RoomsllOI*Righl, 122, 1130 I 0 200 400 600 800 1000 1200 1400 1600 1800 TIME (seconds) Note: ewves based on eves letdown Oowrate of 120 gpm at time of break. CALLAWAY PLANT FIGURE 3.11(8)-16 SHEET 2 AUXILIARY BUILDING HELB TEMPERATURE (ROOMS 1203A-RIGHT AND 1204) Rev. 9 11/13 0 0 sri N -8 fj ..... 8 10 .. -... LL ::J ... .. C; 0 a. 0 E * ., 0 1---0 0 10 0 -0 0 . 0 0 .... I-1-1---3 4 v l,-1 1......-: ..... ..-' 3 4 5 6769 i'l f\ >-. 1'-.... t--1'-t--1 10 2 j 4 5 6 7691 d z 3 4 5 e 7 Hf Time (Seconds) CALLAWAY PLANT FIGURE 3.11(8)-17 AUXILIARY BUILDING HELB TEMPERATURE (ROOMS 1301-WEST, 1314, AND 1315) Rev. 9 11/13 0 CJ d 0 r, 8 d 10 -.... u. Cl> "' 0 a. 0 E

Cl> 0 ... .... -0 q 0 N -0 0 ci 0 *-Li II ll v v , s-4 -F> 6 ab Hf v v I v / v .. s I . r-... 1 10 2
s 6 d 2 4 !; 6 7s9 Hi 2 Time (Secondsl CALLAWAY PLANT FIGURE 3.11(8)-18 AUXILIARY BUILDING HELB TEMPERATURE (ROOMS 1301-NORTH AND 1320) Rev. 9 11/13 0 c .n N 8 Ill ... --IJ.. f .. Ci; 0 o.o 0 ... --0 0 tO 0 -8 8 -I -' J 4 Hf v r-t'-r-, -----i----I"" I\ _.. I" 2 3 4 56

' 0 > 3 4 6 ' 4 6 ;9 Hf 2 Time (Seconds) CALLAWAY PLANT FIGURE 3.11(8)-19 AUXILIARY BUILDING HELB TEMPERATURE (ROOMS 1302, 1306, 1307, 1308, 1309, 1310, 1311, 1312, 1316,.. AND 1317) Rev. 9 *1/13 0 0 ci Ill -0 0 ... -... "" .. :; ... "' a; 0 c. a E * .. 0 1--0 0 0 .... -0 0 0 0 ... v v f--> 4 Hf > t-, 10 2 j 4 5 Time (Seconds) Hf ., 4 6 7 1 d > CALLAWAY PLANT FIGURE 3.11(8)-20 AUXILIARY BUILDING HELB TEMPERATURE (ROOMS 1313 AND 1318) Rev. 9 11/13 0 0 IIi rt .. 8 . 0 N .. 8 . 11'1 -;:;:: -z ., Q; 0 a. 0 E * ., 0 1-*--0 0 II) 0 -0 0 0 0 --!s 4 Hf -----> !s 4 6 ' 10 z 4 Time {Seconds) Hf 2 !s 4 6 1o' ) CALLAWAY PLANT FIGURE 3.11(8)-21 AUXILIARY BUILDING HELB TEMPERATURE (ROOMS 1322 AND 1323) Rev. 9 11/13 0 0 tti N ... 8 . ... 8 :n .... u::: -e r: e ., 0 eo ci --0 0 ci 0 -Note 1 _,....,. /" ..._ r-'-/ / .......,.... ..--,..., 3 4 1d i 4 5 6789 1 10 2 3-4 5 6789 3 4 56789 1o' ) Time (Seconds) Note 1: Based on finalized values, this curve no longer applies but may have been used in performing detailed equipment qualification. As elimination of this curve results in a decrease in qualification requirements. equipment qualification documentation is conservative and may not have been revised. CALLAWAY PLANT FIGURE 3.11(8)-22 AUXILIARY BUILDING HELB TEMPERATURE (ROOMS 1401, 1402, 1406, AND 1408) Rev. 9 11/13 0 0 IIi N -8 ci N .-10 -;:;;: .. Q) B "' Q; 0 0. 0 E Q) 0 1---0 0 .,.; 0 -0 0 ci 0 .... I--,_.. 4 5 6 r! l 3 4 5 ) 39 1 1 10 > 4 5 6 69 c!

1 4 5 6 t;;91 tt ) Time (Seconds)

CALLAWAY PLANT FIGURE 3.11(8)-23 AUXILIARY BUILDING HELB TEMPERATURE (ROOMS 1405, 1409, AND 1410) Rev. 9 11/13

., ..

;; Q. E ., 1-8 ci N ... 8 tri 0 0 ci 0 0 oti 0 0 0 0 Note -/ _. -2 !J 4 cf 1 > J 4 5 6789 1 10 > 4

> 3 4 2 Time (Seconds) Note 1: Based on finalized values, this curve no longer applies but may have been used in performing detailed equipment qualification. As elimination of this curve results in a decrease in qualification requirements, equipment qualification documentation is conservative and may not have been revised. CALLAWAY PLANT FIGURE 3.11(8)-24 AUXILIARY BUILDING HELB TEMPERATURE (ROOMS 1502 THROUGH 1507, AND 1513) Rev. 9 11/13 NOTE 0 0 0 0 "" --0 0 ci <0 (") -0 0 0 "' (") 0 0 I' ci ro "' lL I "' 0 ro (i.i 0 Q 0 E "" "' N I 1/ 1-f--0 I 0 ci 0 "' / -v 0 0 ci <0 -0 0 ci N -10 ' 10 0 10 ' This figure corresponds to the design value of 324 F, with consideration given to heated blowdowns, this figure is supplemented by Figures JB-7, JB-8, JB-9, and JB-10. Refer to Section 3B.4.2. ----n ----I ' I I I I Iilli, I 10 l 'I T1me !Seconds)

"" )',. 10 3 )'... .o* 10 CALLAWAY PLANT FIGURE 3.11(8)-25 AUXILIARY BUILDING MSLB TEMPERATURE (ROOMS 1411, 1412, 1508, AND 1509) REV.S 11/10 iii *;; _g. * * *

ct 0 If) 0 .., . 10 -0 ..... .n -II Time ISecondsl ) CALLAWAY PLANT FIGURE 3.11(8)-26 Rev. Ol-4 S/90 AUXILIARY BUILDING HELB PRESSURE (ROOMS 1101, 1102,1119, 1120, AND 1121)

(i *u; E-:I tl) .. CD !t 0 It) ,..: -0 "' 10 .-0 .., 10 -0 " .,; .n ... 0 It) * -II v ld v """' 1-I--' J 4 5 6789 Hf 1\ "'\ ...... v i\ ['\ [\ """ ' 1'. > j 4 6J89 1 10 ' j 4 5 Time (Seconds) Hf 2 j 4 5&7 *9 2 CALLAWAY PLANT FIGURE 3.11(8)-27 AUXILIARY BUILDING HELB PRESSURE (ROOMS 1107 THROUGH 1114) Rev. 9 11/13 0 Ill -0 01 .0 -0 .., .0 -0 ... . Ill -4 0 Ill .... .... 2 v. / Hf /'Jr',.. \ I'\ -' R r-t--2 4 5 s7a9 ' 10 2 Time !Seconds) 4 5 6 891(1 } j 4 5 6 7: 91(j ) CALLAWAY PLANT FIGURE 3.11(8)-28 AUXILIARY BUILDING HELB PRESSURE (ROOM 1126) Rev. 9 11/13 .. *;; ..9-:s ., ., Cl> Q: 0 10 " ..... 0 ,., .0 .... 0 " .0 -0 ..... .n ..... 0 10 * -/, v J 4 67l 1cf 1'\ '\ \ -' ' --3 4 s7a9 1 10 i I 45s5s9 Time (Seconds!

3 4 5 67. s9 2 CALLAWAY PLANT FIGURE 3.11(8)-29 AUXILIARY BUILDING HELB PRESSURE (ROOM 1127) Rev. 9 11/13

. 0 .., 10 -. 0 -. 0 10 .... -:1. ) ,.., _...........,. 2 3 4 5e)s91d \ ......... v \ ' -' .... " ..... .... ) 3 4 56 7 'g 1 1 0 2 3 4 5 s7s9 Time (Seconds) , 3 2 CALLAWAY PLANT FIGURE 3.11(8)-30 AUXILIARY BUILDING HELB PRESSURE (ROOMS 1122, 1128, 1129, 1130, 1206, AND 1207) Rev. 9 11/13 iii *u; E: 4l ... ::l .. .. 4l 0: 0 Ill ..... -0 01 .0 ** 0 ..., ....; .... 0 " tri .r. ... _,... t-4 b Hf > 4 1 10 > j 4 Time (Seconds) Note ClliVes hued on CVCS letdown tlowratc of75 gpm at time ofbttak. > 1 4 ut " CALLAWAY PLANT FIGURE 3.11(8)-31 SHEET 1 AUXILIARY BUILDING HELB PRESSURE (ROOMS 1201 AND 1202) Rev. 9 11/13 16.5 ,..... 0 16 0. -15.5 :J VI VI IS 0.. 14.5 1 4 I II . 0 / / / / --JHI 0.5 1.5 2 2.5 3 TIMC: {seconds) Note: Curves based on CVCS letdown Oowrate of 120 gpm at time of break. e Rooms 1203 &. 1203A*Left gg 8 88--H-i) Roomsl201 and 1202 3.5 4 4.5 CALLAWAY PLANT FIGURE 3.11(8)-31 SHEET 2 AUXILIARY BUILDING HELB PRESSURE (ROOMS 1201 AND 1202) Rev. 9 11/13 -; *;;; .!!-Q) :; .. .. Q) ct 0 tO ,..: -0 ,..., u:i -0 ,... .,; -0 ..... .,; -0 10 * .... r 1-II v II iJ ll ll I/ v v ' 3 4 5

J .. 6789 10 > J 4 5 8789 Time (Seconds)

Note : ewves bued on eves letdown llownote of n gpm at time of break i 4 561891 rJ !I CALLAWAY PLANT FIGURE 3.11(8)-32 SHEET 1 AUXILIARY BUILDING HELB PRESSURE (ROOM 1203) Rev. 9 11/13 17 16.5 16 15.5 :J Vl Vl 15 Cl.. 1 4.5 I 4 / v 0 / / / -E c !H! 0.5 1.5 2 2.5 3 TIME (seconds) Note: Curves based on eves letdown llowrate of 120 gpm at time of break. = ee B B 3.5 4.5 Rooms 1203 &. I203A-Left Rooms1201 and 1202 CALLAWAY PLANT FIGURE SHEET 2 AUXILIARY BUILDING HELB PRESSURE (ROOM 1203) Rev. 9 11/13 co 'iii .!:!-Q) ; "' "' Q) .. Q. 0 II) ,.: -0 en tti -0 n &0 0 " . II) Ill ... 0 10 -I 1-I 1/ 1/ I v v v / v z 4 6 Hf ) J 4 t 10 2 3 4 Time (Seconds) Note : etuV .. based on eves letdown ftowrate of7S gpm at time ofbreok. ) 3 4 6 7.Jiq d 2 CALLAWAY PLANT FIGURE 3.11(8)-33 SHEET 1 AUXILIARY BUILDING HELB PRESSURE (ROOMS 1203A AND 1204) Rev. 9 11/13 17 16.5 ....--. 0 'iii 16 a. '-" 15.5 Vl 15 n. 1 4.5 14 / / / / ------0 0.5 1.5 2 2.5 3 TIME (seconds) Note: Curves based on CVCS letdown llowrate of 120 gpm at lime of brtak. ---*---3.5 --4 Rooms Right &. 1204 Rooms 1122, 1130 4.5 CALLAWAY PLANT FIGURE 3.11(8)-33 SHEET 2 AUXILIARY BUILDING HELB PRESSURE (ROOMS 1203A AND 1204) Rev. 9 11/13 (Q *;;; :l Ill "' 0. 0 01 ICi ... 0 ,., lti ..... 0 " . II) -0 .... .,.; ... 0 I() ... ... v I v f-/ .... z 4 56 1cf fit:-.. r'\ \ !"""" r--', \ \ ...-___. t'-... flo. i J .. 1 10 > Time (Seconds) J .. 5 Hf 2 4 6 ) CALLAWAY PLANT FIGURE 3.11(8)-34 AUXILIARY BUILDING HELB PRESSURE (ROOM 1301) Rev. 9 11/13 ca 'iii E-:::1 "' "' Q) £t 0 Ol co .... 0 n lO ,.. 0 " II) -0 .... .n -0 I() ...... ll. v v 1----s 4 5-6 7 Hf IK'. I'\ K" -r" 2 3 4 s 7a9 ' 10 2 J 4 56 769 Time !Seconds) Hf ) 4 5 2 CALLAWAY PLANT FIGURE 3.11(8)-35 AUXILIARY BUILDING HELB PRESSURE (ROOMS 1302, 1306, 1307 THROUGH 1312, 1316, AND 1317) Rev. 9 11/13 0 m . .0 .,; -0 10 .. -A / 2

5 67a9 II v 1-hr-.. 1\ ---t"-..... \ \ r-.... "'"" 2 3 4 5 s 7e9 ' 10 2 J 4 Time (Seconds) 4 s 6789 Hf i CALLAWAY PLANT FIGURE 3.11(8)-36 AUXIliARY BUILDING HELB PRESSURE (ROOMS 1314, 1315, AND 1320) Rev. 9 11/13 0 II') ,.: -0 Ol tO -. . 0 -.,; -0 II') ... ... II v 1/ z 3 4 Hf -r\ "'r--. ." "" 1. j 4 6 7e9 t 10 2 3 Time (Seconds)

> 2 CALLAWAY PLANT FIGURE 3.11(8)-37 AUXILIARY BUILDING HELB PRESSURE (ROOMS 1322 AND 1323) Rev. 9 11/13 lii *;;; E: ;:, .. .. Ql 0:: 0 tO " ... 0 m .0 .... 0 .., .0 *' 0 " .,; tri ... 0 II) .. .... I 9' v / 2 4 Hf i"\ \ :\ -1..--":::: -" ) 4 1 10 i J 4 5 e789 Time (Seconds) Hf ) 4 2 CALLAWAY PLANT FIGURE 3.11(8)-38 AUXILIARY BUILDING HELB PRESSURE (ROOMS 1401, 1402, 1405 THROUGH 1410, 1502, 1507, AND 1513) Rev. 9 11/13 "' ;;; 8-" " 0: 0 0 0 N 0 0 ai 0 0 00 0 0 " 0 0 cO 0 0 .,; 10.1 j 1--t 1-t ---+-f-* \I -f'i' l. I 10° 10 1 10' Time (Seconds) il f--* K r---10' **--* f-,_ f--'---. *-!--. --r

r
10 4 10 5 CALLAWAY PLANT FIGURE 3.11(8)-39 AUXILIARY BUILDING MSLB PRESSURE (ROOMS 1411, 1412, 1508, AND 1509) REV. 1 11/10 u: ::J .... II) c. E II) 1-g ci 8 I/ .........

0 Ul N 8 0 N I/ v N 8 0 Note 1 A: I v CIO I / ... 8 8 / .,.,.. ---2 3 5 6 sb 1 a-* ' 4 5 67!19 lcf J 4 5 6JJ9 I 10 3 5 37 J9 j 4 s7s9 1 Hf 2 Time ISecondsl Note 1: Based on finalized values. this curve no longer applies but may have been used in performing detailed equipment qualification As elimination of this curve results in a decrease in qualification requirements. equipment qualification documentation is conservative and may not have been revised. CALLAWAY PLANT FIGURE 3.11(8)-40 AUXILIARY BUILDING HELB TEMPERATURE (ROOM 1321) Rev 2 11/13 0 0 0 8 ..; en ,. / r .... v 8 <""J u: " / 1/v Q) .. ::l .... !!! Q) 0 0. q E Q) 1-... v / v / / 8 ..t N ... 8 g --..... ' -3 4 b 6 s9, a-* 3 4 5 !...-1---"" -... Hf .. '"'---J 4 s s789 ' } 4 5 10 )7 Hf J 4 5 67891 ct 2 Time (Seconds) CALLAWAY PLANT FIGURE 3.11(8)-41 AUXILIARY BUILDING HELB TEMPERATURE (ROOMS 1103 THROUGH 1106) Rev. 2 11/13 8 . co en .... 0 0 . N u:: ,.... -. 0 0 ... N -8 8 -v ./ I/ v II v v I I II v I v 1/ v v v J / !__ v I; ! J

5 6? 8b 1 o-* 3
56 ?a9Hf -II 3
5 67alq a' Time (Seconds)

! j .. 5 5;891 d j .. 5 ,;,J91()' CALLAWAY PLANT FIGURE 3.11(8)-42 AUXILIARY BUILDING HELB TEMPERATURE (ROOMS 1123 THROUGH 1125) Rev. 2 11/13 8 " .... g ui << !! I I ,, lj \ Hf ! J 4 5 I 10 Time (Seconds) 2 J 4 5 $'7 wl 1d l !s 4 5 1CJ' CALLAWAY PLANT FIGURE 3.11(8)-44 AUXILIARY BUILDING HELB PRESSURE (ROOMS 1123 THROUGH 1125) Rev. 2 11/13 / v I I I 8 Ill 0 ... v 0.00 4.00 8.00 12.00 16.00 20.00 24.00 Time !Seconds) 28.00 32.00 36.00 40.00 CALLAWAY PLANT FIGURE 3.11(8)-45 AUXILIARY BUILDING HELB TEMPERATURE (ROOM 1205) Rev. 2 11/13 "' *;;; ., :; "' "' ., ct / / g ..,; / v / v v / L v ;i 0.00 0.50 1.00 1.50 2.00 2.50 Time (Seconds) 3.00 3.50 4.00 4.50 5.00 CALLAWAY PLANT FIGURE 3.11(8)-46 AUXILIARY BUILDING HELB PRESSURE (ROOM 1205) Rev. 2 11/13 u: 41 .. ::ll ... llll .. 41 Q. E {!!. 8 t'i ... 8 .... 8 .... 8 cD ... ... 8 c:) ... ... 8 g ... '--v v """'"' ,.,. ...... -2 7 -1 10 2 3 4 s& 89 10 2 3 4 5&789 1 oO 2 3 4 5&789 10 1 2 3 4 s&789 1 o2 2 3 4 s&789 1 o3 Time (Seconds) CALLAWAY PLANT FIGURE 3.11(8)-47 AUXILIARY BUILDING HELB TEMPERATURE (ROOM 1329) Rev. 2 11/13 0 M Oi 'iii E-" 1/1 "' II) 0 ci: ..... ...; f'ir.... II " ......... v "\ '\ i 1--I' ' -"' r-... .!. 2 3 4 5 6 7 8 9 100 2 3 4 5 6 7 8 9 101 .!. .!. .!. .!. .!. 2 3 4 5 6 7 8 9 1o2 2 3 4 5 6 7 8 9 103 2 Time (Seconds) CALLAWAY PLANT FIGURE 3.11(8)-48 AUXILIARY BUILDING HELB PRESSURE (ROOM 1329) Rev. 2 11/13 SLAB GEOMETRY (1-D) Region Material (1) Organic Paint (2) Cast Iron (3) Air Gap Equiv. Dia = 2.83 ft Surface Area = 8 fP hcondensation ---Thickness (ft) .0005 (.006 in) .01092 (.131 In) .0234 (.2808 in) Organic Paint (1) No. of Nodes 6 5 2 hconvectlon Cast '----Iron (2) Thermal Properties K (Btu/hr-ft-°F) 1.0 25.0 .017 Insulated Boundary Air '----Gap (3) PCp (Btu/fP-°F) 20.0 53.0 .0145 CALLAWAY PLANT Rev. OL-0 6/86 FIGURE 3.11(8)-49 TYPICAL THERMAL MODEL FOR ENVIRONMENTAL QUALIFICATION ... ! . !-l I ! pr-I _/j -v. p v v b --... b j o-a . 1 o;' \o' -.II v . 10 1 \o' Time (Hours) .. !1!1 J _, !l

Detector t I I *

Detector 10 \ o* I -! REV. OL-6 o* 6/92 CALLAWAY PLANT FIGURE 3.11 (B)-50 GAMMA DOSE 50% Cs DETECTORS 1 & 10
'b --Gl 0 AI E E AI C) Ill ... 0 1--.-. --. b --f-' C.l .... 1 o*a I' r-1 / v It"' / Ll v v ../ v v v / / / 7 v \ o*' Uf 4-_jl, ,..RI ........ ,_ JI!Y" .. .-'"'" ..... Jll--' ... I -t-!l
De tee. tor 6 1 1 . -*

Detector 9 REV. OL-6 \ o' r! tcf. (f 6/92 Time (Hours) CALLAWAY PLANT FIGURE 3.11 (8)*51 GAMMA DOSE 50% Cs DETECTORS 6,7& 8
'b a _,. CD Q <<< E E <<< C) Ill .... 0 1-'o "'
a r--. I I I I : I I l/ L lL l I I I I l o-*

v .........-
_/ v,.... / L .... V' llf .. o' Time (Hours) ..... ...,........ 1-1lf / v 1 It . -, REV. OL-6 o* 6/92 CALLAWAY PLANT FIGURE 3.11 (B)-52 GAMMA DOSE 50% Cs DETECTOR 13 Ill. "C II ... II Cl Cl Cl Ill 0 0 II E E II (.!) Ill ... 0 1-. ... "b ...... -* 0 -... b -l . -* ! !
I ! I i i ' l I l ! b' .., I) PI<' ,. v v vk' / 7 7 v / / \ ....... v ¢IU
!.......-fA ./ / v / / v \lf \ c)f Time (Hours) -_..........-p .. r! LA'l _., -l...li f= CD
Detlc.t.or 14 J(

De tee. tor 2 4-+

O.tedor 26 \ o' . -REV. OL-6 o' 6/92 CALLAWAY PLANT FIGURE 3.11 (8)-53 GAMMA DOSE 50% Cs DETECTORS 14,24&26 G ., o. 0 ca E E ca CJ ca ... 0 1--at m r--&.0 Ll\ en I-N -en m r-&.0 Ll\ .,. C\"1 N I b I 0) CD r-&D .. ::f' m "' .. 'o ... \ 0:} . / v 1/ I) v v v / / !J -Ll l/ / ) 1/ 1 o.;* o' .. ' fA !t"-I f-' I 1-J ....... ..,. t-"':: v -
v v 10
Detector l3 *

Detector 2 5" I REV . OL-6 \ o* uf t o*

1 0* 6/92 Time (Hours) CALLAWAY PLANT FIGURE 3.11 (B)-54 GAMMA DOSE 50% Cs DETECTORS 23&25 Ill ., 0 0 Ill E E .... 'b .... ' ---* --0'b iij -* -.... 0 .... .. b .... 0 ---0-.1 -i l I I 1 I ' . I .,.,.... _. .... -
v / / v . .. o** 00 1 o* l Time (HouraJ *
t _.,..... v -. I!J

Det.ettor 0 *

Oetec.tor 12 1 o* 1 REV. OL-6 0 6/92 CALLAWAY PLANT FIGURE 3.11 (B)-55 GAMMA DOSE 50% Cs DETECTORS 9&12,SUBM
" Ill 0 Q IQ E E I'CI ... 0 t-"b _,_-... 'b ... -...
C) ... ---"' . 0 ... o** -t-' i i ! ' i i ' I ' I i / / 1 o*1 ' v v 1---./ 7 / ./ / v ltf o' itt Time (Hours) f-"" v .L' z / ,rt --: l l l REV. OL-6 o* 6/92 CALLAWAY PLANT FIGURE 3.11 (B)-56 GAMMA DOSE 50% Cs DETECTOR 11 ,SUBM
... 'b Ill "0 II ... ca 01. Cl Cl Ill 0 0 Ill E --b .,_ . -(!) jij ... 0 t--' 0 ---. ' a --: ----I . : -/" I /rl , o*.l o** --.... :...-lr"'" .,.A :;' 1£f 1 o' llf Time (Hours) W *
i ? 1 T ._/ -1 v ! ,., .... I I I + 1!1

Detector g *

Detector 12 Uf REV. OL-6 o* 6/92 CALLAWAY PLANT FIGURE 3.11 (B)-57 GAMMA DOSE 50% Cs DETECTORS 9&12,SUR G VI 0 0 IQ E E IQ C) ell .. 0 t-"b -'b -'b --. 'b -. . -'o -= . ,. C) .... --/ v v v v v 1 o** \(f v :---v ..,.,.. t"""' \ o' to' Time (Hourst L7 / 7 ..... -lff ----I -l . 1 REV. OL-6 o* 6/92 CALLAWAY PLANT FIGURE 3.11 (B)-58 GAMMA DOSE 50% Cs DETECTOR 11,SUR C) ., 'b -:L----I i . i

b ---* ., E E ., C) I'll .... 0 ... ----. -.. b ---1 a*.a I I v / ....... 1.--" " v / 17 y I

I I I I \ o** \ oo ,..,.... ...,..., """ tp .-f""" I It' ... \ o* Tin1e (Hours) -b., .. "" ...) 7 l.-" 1.1 [....--_., ..
I I -r m
Detec.tor 3 ,rf * )etector ts \ REV. OL-6 0* 6/92 CALLAWAY PLANT FIGURE 3.11 (8)-59 GAMMA DOSE 50% Cs DETECTORS 3&15
.... . --*----I'D ., O"b 0 1'0 E E 1'0 C) CQ ... 0 1-'6 ----1. ----...
0 -o*a l --1--1--* . v r' / / r( v r' I( V' v 1-:L . o-* \cf I A!" ..-1r 1-'" f-' 1-f-1' lA-'" . -\ o' \0" Time (Hours) _.f I!! -./' -L.JI 1-. -* 1-. 1!1

Dat.ec.tor 4 111

Detec.tor IG o* J REV. OL-6 [f 6/9 2 CALLAWAY PLANT FIGURE 3.11 (B)-60 GAMMA DOSE 50% Cs DETECTORS 4&16 cu 0 -...... Ill E E Ill CJ Ill .... 0 r-0 .. b :_ *-i l -*----. -r----.... o*a I .

I I f i \ I ! i i // I J( I / -----o-* lrf ,......_ v Pf HI:: v r -bJtS: A ; o' \o' Time (Hours) ... ..) Ill v.ar I/ .II . . . l!l

Oetec..tor 20 IIC

DeltK.tot" 21 o'. -. REV. OL-6 0 .. 6/92 CALLAWAY PLANT FIGURE 3.11(8)-61 GAMMA DOSE 50% Cs DETECTORS 20&21 Ill ... 0 t-"b . -'b --. ' 0 ... -I 0 __. *-l.;' ... v l/ / v ---* o:j \ o-*
-_. ""I--\ o' 1Ql Time !Hours) --Loo CD
Detec.tor 2 )(

Detfte.":Jr 18 +

O.tec.tor 22 Ill ' ' , o* ... .r l .. --1 REV. OL-6 0* 6/92 CALLAWAY PLANT FIGURE 3.11 (8)-62 GAMMA DOSE 50% Cs DETECTORS 2, 18&22SUB G) ., 0 0 Ill E E "b .... 'b .... -Ill ..... 0 1-I 0 .... I Cl 1-I -! I I I : i 1-/ v -1 o-* o*l .--1--v v v / 17 \(f 1 o' llf Time (Hours)
..,.. I 1lt ---... REV. OL-6 0' 6/92 CALLAWAY PLANT FIGURE 3.11 (B)-63 GAMMA DOSE 50% Cs DETECTOR 5,SUBM Cl Ill 0 0 1111 E E 1111 (.!) 1111 OJ 0 .... 'b ..... . 'b r-"" . --'b ---..
C) ---= --.. . 0 I I . ----, / /f v i . 1 o** II ..... .J ., v 1 o' 1lf Time (Hours) Ill w --Ill"" _. -! I !J

Detec.tor 17 *

Detector 1g Art ' 1 REV. OL-6 0 .. 6/92 CALLAWAY PLANT FIGURE 3.11 (B)-64 GAMMA DOSE 50% Cs DETECTOR 17&19,SUBM Gl ., 0 0 Ia E ...... 'b .... -r---C) <<< ... 0 t--I 0 ... I 0 *-1 o*a .... .... . r"' / / / o.;r Uf 1 o' Time (Hours) ........ :;;;;;;; \lt I -I+ __... -H-_., --* v I .., .... -CD

O.tec.tor 2 JC

O.tec.tor 18 +

Detector 22 II I I I 1o' -. -, REV. OL-6 o" 6/92 CALLAWAY PLANT FIGURE 3.11 (8)-65 GAMMA DOSE 50% Cs DETECTORS 2, 18&22SUR Gl !II 0 0 al E "'b .... 'b .... ---(!) al ... 0 t-.. . . --* C) *""':: . . N

a ---* -I i / / :,./' ' v / f---i

I o*' l o** lcf -v ,.,... v ..... -!/' ,..-'"' / ,...... 1 o' ut Time (Hours) / / ./ I-' *--. --ut. --I I ----.... . 1 REV. OL-6 o" 6/92 CALLAWAY PLANT FIGURE 3.11 (B)-66 GAMMA DOSE 50% Cs DETECTOR 5,SUR II Ill 0 0 co E E Ill C) I'CI ... 0 1-'b .... *f--'b .... . . b -b . . ... . 0 --... b __. I 0-a T . . I I I /.,; l o** -...... ...-ll v
..;' /" Uf 1 o* llf Time (Hoursl
....... _..,. r-:..--" ... .,.., ... --a

l>etec.lor 17 -11111

Oetec.lor 10 1 o* REV. OL-6 o" 6/92 CALLAWAY PLANT FIGURE 3.11 (B)-67 GAMMA DOSE 50% Cs DETECTORS 17&19,SUR c 0 'b 01 Cll a: "0 Gl > CQ ... -Q. "b cJ) Cll .r. .. c Cll C/1 0 0 nl ... Cll co ..... -b __. .. I 0 --
rr v 7 / v V' .... 7 1.7 ._, / 1/ .o--::j" \ 1cf ....::; """ I / lX \ o' Time (Hours) m
Al rborne J--)(

Plo.t.eout
-. 1'
TotCll 1-' II I \a' ' 1 REV. OL-6 rf 6/92 CALLAWAY PLANT FIGURE 3.11 (B)-68 BETA DOSE 50% Cs DETECTORS 1,6-14,& 23-26 c 0 ... ... O'l CD a:: "0 CD > a:l .. C."b (II c :::> Q) .c. .... c Cll Ill 0 0 co .... Q) IXl ........ -b --0 _ .. """"' ./ v -"" L v v v / 1 o*a \ o*' .... !---" lr V"""' :.-" l.-'L.-1 o' \tf Time (Hours) CD

Alrbor-ne x

Plateout.
+
Totol II I I 'fQI, -* ---REV. OL-6 0* 6/92 CALLAWAY PLANT FIGURE 3.11 (B)-69 BETA DOSE 50% Cs DETECTORS 2-5,& 15-22 Gl (/) 0 0 co E E ca (!) 1'0 .... 0 1-b "b .... "b .. b .. -'t C) jf v ""' v /) v. / '/ L ./ v l 0-J

a** ./ jA7 .......... v ./ ,..,. ...r / t"' / v . \lf 1 o' Time (Hours) k:::' r-i.,....ot-V"" 1-fA ..:.I' r-...... -\a' ----tr" -It -f--. 1-. I I --. --. --cJ) Detector id 1 -. -X = Detector ld 8 -1' = Detector id 13 \o' \ REV. OL-6 rf 6/92 CALLAWAY PLANT FIGURE 3.11 (B)-70 GAMMA DOSE 1.0% Cs DETECTORS 1 ,8&13 Q) Cll 'b -. 0 "b a I'll E E <<< Cl iii .... 0 ..... b .... ... b --l/ o*a "o-' r-lt-/ v / yA .,A .../ / Ji1' / / ,/ vp -Uf Time (Hours) .-w-1-4 ----l-K"" _. __... f-" -. Detector ld 6, 7 )( = Detector ld 10 -REV. OL-6 lo' lo' t 0* 6/92 CALLAWAY PLANT FIGURE 3.11 (B)-71 GAMMA DOSE 1.0% Cs DETECTORS 6,7&10 Iii "0 Cll ... Cll 01 Gl Q) Iii 0 0 111 E E Cll (!I Cll ... 0 _.,. U'l co ! ,.... Ul "' ::r en (\1 en co ,_ Ul-"' .,. fl"' N b en co ,_ c:D ':I' en N ... b -'o_. / / / o//
/ v [.7 I ll ) v / .L / L L L L L / v / / 1 o-* \cf w ............ ,... IAr-lA"" II -p L If"! v /f-\ o' \If Time !Hours) ---_a--to' D ...... l-lotll'l---\1> = Detector ld 14 r )(::: 1'= Detector ld 24 Detector ld 26 \ t REV. OL-6 o" 6/92 CALLAWAY PLANT FIGURE 3.11 (B)-72 GAMMA DOSE 1.0% Cs DETECTORS 14,24&26
4) II) 0 0 IV E E IV C) <<< ... 0 .... en G) ,....._ co-U\ :7 Ct'l (V b -01 w-,..... CD U\ ., --. ... b -01 co ,._ co =r---... H b --1 o'"' / /
v v v 7 " "' !:1 v l7 / /'( 1/ \ o*a \lf "" [,., _,_ _. 1.--1-"i ...l!r' _,. ....... v -I---" v V' C!) = Detector ld 23 )( = Detector ld 25 REV. OL-6 \ o' lrf o* o* 6/92 Time (Hours) CALLAWAY PLANT FIGURE 3.11(8)-73 GAMMA DOSE 1.0% Cs DETECTORS 23&25 Gl Cll 0 0 IV E E IV CJ <<< ... 0 1-b ... : . b ..... b --I . ,. 0 ... 1 / ) ( v 1 o-* ,rf lr-l-r ...,. .Mil WJII' ,.... \ o' l Time (Hours) l--8 -I I -.. 1-l!J -Detector ld 9 1-* = Detector ld 12 ftf 1 REV. OL-6 rt 6/92 CALLAWAY PLANT FIGURE 3.11 (B)-74 GAMMA DOSE 1.0% Cs DETECTORS 9&12 SUBM Qj Ill 0 a 111 E E 111 C) ca ... 0 1-'b .... 0\ G) ,.... CD U\ ::1' CT'I C\1 -0 en CD ,..... CD U\ ,.,. CT'I N b ...-a_ en G) * ..... CD t.n-::1' CT'I-f' I 0 -v k' / / v I o*i , a** llf I--v 7 v ... o* llf Time (Hoursl !.-<< . -I -REV. OL-6 0* 6/92 CALLAWAY PLANT FIGURE 3.11(8)-75 GAMMA DOSE 1.0% Cs DETECTOR 11 SUBM Ql ell 0 0 Cl E E Cl C) "ii ... 0 1-'b . -b b -b -.. b -1 liP' uw ,. v L.J J" / , \ o** \(f 1 o' Time (Hours) -lo' ' ,f/ -fA .._.,. -t --f--. f-. f---C!) Detector ld 9 1-)( = Detector id 12 f-\tf \ REV. OL-6 o* 6/92 CALLAWAY PLANT FIGURE 3.11 (B)-76 GAMMA DOSE 1.0% Cs DETECTORS 9&12 SUR 'b b -Gl 0 411 E E 411 (!) 411 ... 0 t--... b v If' / . 'i ) lL' / lL l 0-.1 \ o** \cf A f-J!!!: ..,.!-8" I.-' \ o' -\rl Time (Hours) -...,.-tlf -1"1 ... -----. 1 REV. OL-6 0 .. 6/92 CALLAWAY PLANT FIGURE 3.11(8)-77 GAMMA DOSE 1.0% Cs DETECTOR 11, SUR Ul "0 al ... al Cl II 'b ... b ....... : b 0 a al E E al (!) al ... 0 1--b .. -C) -1 o** I If'/ If V' / /) v :.LL l o-1 Uf ...4:7" .-i -f-' .-""'" ,..)t-It"' t"' l o* Time (Hours) ,.-I I -CD Detector ld 3 )( = Detector ld 15 + = Detector ld 20 .o' f-* REV. OL-6 rt 6/92 CALLAWAY PLANT FIGURE 3.11(8)-78 GAMMA DOSE 1.0% Cs DETECTORS 3, 15&20 'b "b .... -Gl "b 0 Ill E E Ill (!) -b --... 'o -//7 V/ /) 'f 1 o** Uf . ....c: ::.a;::: f-f-..w-It"' -CD Detector ld 4 -. -)( = Detector ld 16 't = Detector ld 21 REV. OL-1 o' \QI lo' \ o' 6/92 6 Time (Hours) CALLAWAY PLANT FIGURE 3.11(8)-79 GAMMA DOSE 1.0% Cs DETECTORS 4, 16&21 Q) Ill 'b -0 'b 0 -111 E E <<< ... 0 I-... b -.. b .. ,0 .... -. r--/ / L )v v *. \ o** \cf -* ----------: . t-___., r* J!r' / -----\ o* llf Time (Hours) -f-* -. --f---! -r---*-*--------,.._ __ .._ ...... .... , ...... r----:..-::-... f"! ****--I ,.= ----f--t--r-* ----t--. --------*----. ---r---let -rr f-+ ---1 J t t I REV. OL*-6 rf 6/92 CALLAWAY PLANT FIGURE 3.11 (B)-80 GAMMA DOSE 1.0% Cs DETECTORS 2,5, 17, 18, 19&22 SUBM Ill E E Ill l!) Ill ... 0 1-b ---b 0 i I / 0 ... \ o** -ltll ,.-v r ../J [A t_j ./-Jf :,p \lf \ o* Time (Hours) _... -tfl -:. ....-._.. -... :.-Ill r------. -CD Detector ld 2 )( = Detector ld 17 1' = Detector ld 19 ,r! REV. OL-6 rt 6/92 CALLAWAY PLANT FIGURE 3.11 (8)-81 GAMMA DOSE 1.0% Cs DETECTORS 2,17,&19SUR II Ill 0 0 IQ E E CQ C) "i ... 0 .... b -b --'b .....,._ ... b ---.. b " L. L ,. 10 ... \ a** Uf I:JI ,.a:::t-'"' IJ \ a* Uf Time (Hours) ..-.-6.11'! ... CD Detector ld 6 )( = Detector ld 18 1' = Detector ld 22 \lf . . . .. . 1 REV. OL-6 o" 6/92 CALLAWAY PLANT FIGURE 3.11 (B)-82 GAMMA DOSE 1.0% Cs DETECTORS 5, 18&22SUR c 0 01 ., a: "0 ., b ... Q. 1/) Q,l .r:. ... *= iii "0 b 01 ID Q,l Ill 0 0 IQ ... ., -Ill b _... .. 'o -v -v 1/ / v vlt " / ..... \ o** \lf -L& !"'< --,.... ...,... v 1 o* tlf Time IHours) --"" .... ----I --CD
Al rbo,.,.,.
-M
Plot.eout
't
TotCll T -, f-,r/ 1 I REV. OL-6 rf 6/92 CALLAWAY PLANT FIGURE 3.11 (B)-83 BETA DOSE 1.0% Cs DETECTORS 1,6-14& 23-26 c: 0 Cl <<< a: '0 Cl ca 'b --: D.b Ill c: :J Gl .c ... &: cu Ill 0 0 n:l ... cu co --.. b --0 -L.-1 v / v v / 1 o** o*a to' .-::::e--,..:r ---:.-L--r-CD

Airborne -)(

Plat.out +

Total I REV. OL-6 o' to' 1 (f, I o' 6/92 Time (Hours) CALLAWAY PLANT FIGURE 3.11 (8)-84 BETA DOSE 1.0% Cs DETECTORS 2*5&15-22
FILLER MATERIAL SHALL BE SILICONE AND LEAD MATRIX, FOAMED -IN -PLACE (HIGH DENSITY) WATERPROOFING (WHERE NOTED) SLEEVE TYPICAL PENETRATION IN WALLS FILLER MATERIAL SHALL BE Sf LICONE RUBBER FOAM, FROTHED IN PLACE (LOW DENSITY).---...,_ BOOT ADHESIVE BOND---.... COMPRESSION-_._______, STRAPS SLEEVE r-----t-BLOCKOUT FILLED AFTER INSTALLATION

+-WATERPROOFING ALTERNATE PENETRATION IN WALLS WHEN FLEXIBILITY OF PIPING IS REQUIRED WATERPROOF!

NG ---oofl (WHERE NOTED) ** A. *:1>. \4 . BASE SLAB NOTE WATmSTOP ROUGHENED SURFACE .... . 'Ill'*, ... A.D. .. ... ALL WATERPROOFING WILL BE CARRIED TO GRADE ELEVATION. TYPICAL WATERPROOFING APPLICATION CALLAWAY PLANT FIGURE 3.4-1 Rev. Ol:O 6/86 TYPICAL WATERPROOFING DETAILS CALLAWAY - SP Rev. OL-1412/04NOTES TO FIGURE 3.6-1SHEETS (1-51)Table 3.6-4, High Energy Pipe Break Effects Analysis Results, list the sheet of Figure 3.6-1 showing the high energy pi ping in the indicated room. Figure 3.6-1 sheets also indicate which sheet of Table 3.6-4 is applicable for effect ana lysis. In some cases the Table 3.6-4 sheet associated wi th the indicated Room No. shown on Figure 3.6-1 (sheet 1-51) is incorrect and should not be used. Refer to Table 3. 6-4 to find the correct sheet of Figure 3.6-1 for t he indicated Room No. 8 REACTOR BUILDING ..J J w *.,. I " l-0 "" DBB DLB 004-DBB-28' ( P-1) 003-DBB-28" I P-I I P-4 " 44 r/J SLV . . ., .,t:t., ** ** -* ( P-4) DETAIL 40 1 c TE AB01 -13 8 (PLAN) AUXILIARY BUILDING 7 0 REACTOR BUILDING E.LL. MSR-2A H?-DLS-l8 " ( P-1) " 2'Z.4-DLB-2.8 ( P-4) ABO -01 c TE 1 7 088 DLB 001-DBB-28 " (P-'Z.) " 002.-068-28 (P-!) DETAIL (PLAN J MSR-5A \ P*'Z. P-3 lj> 'OLV 2 6 AUXILIARY BUILDING ' -o'Z.Z-DLB-Z8 ( P-l) DLB-28 ( P-3) I 1 c TE AB01 -04 6 " c TE AB01 -05 MSR-1 5 MSR-2 1 01 MS PBR-9 MSR-7 MSR-6 50 .* ' ,, \ ;'l RESTRAINT LEGEND: II II ... DIRECTIONAL RESTRAINT BUMPER RESTRAINT ISOLATION RESTRAINT GUIDE RESTRAINT BUMPER RESTRAINT WITH ATTACHMENT TO PIPE ANCHOR IFOR FURTHER DETAILS OF RESTRAINT TYPES, SEE SECTION 3.6.2.3.31 5 4 3 575 520 *J. .. I \ ' 4 3 ' / / \ 2 2 TORSIONAL RESTRAINT I TYP. l 55 1 +Y +X +Z 205 1 06 105 200 NOTES: I .* -INDICATES TERMINAL END BREAK POINT 2. II -INDICATES INTERMEDIATE BREAK POINT 3. -INDICATES STRESS NODE 4. -INDICATES CIRCUMFERENTIAL BREAK AT INTERMEDIATE BREAK POINT 5. INDICATES LONGITUDINAL BREAK AT INTERMEDIATE BREAK POINT 6. I TeE 1-INDICATES CIRCUMFERENTIAL BREAK AT TERMINAL END 1. 0-INDICATES BREAK POINT NUMBER s.c::==> -INDICATES PIPE BREAK RESTRAINT
9. STRESS RESULTS WHICH ARE GIVEN IN TABLE 3.6.3 SHEETS 1-4, 1 O, 11 & 38 CORRESPOND TO THE NUMERICAL NODAL POINTS SHOWN HERE. 10. EFFECTS ANALYSIS RESULTS FOR EACH ROOM ARE PROVIDED ON THE INDICATED SHEET OF TABLE 3.6-4 ROOM# IISOI TABLE 3.6-4 SHEET 1411 33 1412 40 2000 I AB01 I 41 11. STEADY STATE THRUST FORCES FOR EACH BREAK ARE PROV IDEO BELOW. BREAK POINT AB01-0I AB01-05 AB01-09 AB01-13 THRUST FORCE LBS. ISGI ITURBI 304.000 290.000 304.000 290.000 304.000 290.000 304.000 290.000 12. FOR PIPING OUTSIDE CONTAINMENT, STRESS NODES FOR LOOP NO. 3 ARE TYPICAL FOR LOOPS 1, 2 AND 4. CALLAWAY PLANT FIGURE 3.6 -1 HIGH ENERGY PIPE BREAK ISOMETRIC MAIN STEAM SYSTEM INSIDE CONTAINMENT (AB01) REV. OL-15 5/06 (SHEETl) 1 H G F E D c B A H G F E M D c B A 8 RESTRAINT LEGEND:

DIRECTIONAL RESTRAINT BUMPER RESTRAINT ISOLATION RESTRAINT GUIDE RESTRAINT ANCHOR BUMPER RESTRAINT WITH ATTACHMENT TO PIPE !FOR FURTHER DETAILS OF RESTRAINT TYPES, SEE SECTION 3.5.2.3.31 FWR-2A 8 7 FWR-9A * ,qp 7 AEO -01 c TE 1 2 5 REACTOR BUILDING " (P-ID) 8?.-EBS-14 II (P-1) 81-EBB-14 EBB 6 ELB 6 . '* , .. I P-" I P-1 DETAIL (PLAN) --

' FWR-6A FWR-7 A 125 c TE AEO -04 AUXILIARY BUILDING ( 145) 14-E<<-e-14 " ( P-Co) 13-EL!!>-14'
{P-71 5 FWR-7 5 FWR-13A FWR-2 4 *' '1-FWR-12 FWR-14 FWR-13A FWR-9 4 3 920 3 ... ":!'0 ;.,\b.,.....-
-:--..>--":,. , / 2 574 FWR-6 2 1 +Y 874 NOTES: 1. -INDICATES TERMINAL END BREAK POINT 2 .* -INDICATES INTERMEDIATE BREAK POINT 3. c==> -INDICATES STRESS NODE 5.
I 6' I TeE I -INDICATES CIRCUMFERENTIAL BREAK AT INTERMEDIATE BREAK POINT -INDICATES LONGITUDINAL BREAK AT INTERMEDIATE BREAK POINT -INDICATES CIRCUMFERENTIAL BREAK AT TERMINAL END 7. 0-INDICATES BREAK PO I NT NUMBER 8 -INDICATES PIPE BREAK RESTRAINT +X +Z 9. STRESS RESULTS WHICH ARE GIVEN IN TABLE 3.6-3, SHEETS 5, 6. 12. 20. 24 & 24A CORRESPOND TO THE NUMERICAL NODAL POINTS SHOWN HERE. 10. STEADY STATE THRUST FORCES FOR EACH BREAK ARE PROVIDED BELOW. BREAK POINT AE04-01 AE04-04 11. DELETED. THRUST FORCE LBS-321.780 321.780 12. EFFECTS ANALYSIS RESULTS FOR EACH ROOM ARE PROVIDED ON THE INDICATED SHEET OF TABLE 3.6-4 ROOM I ISO I 2000 I AE04 I 1 411 1 41 2 TABLE 3.6-4 SHEET 44 39 40 CALLAWAY PLANT FIGURE 3.6 -1 HIGH ENERGY PIPE BREAK ISOMETRIC MAIN FEEDW ATER SYSTEM INSIDE CONTAINMENT (AE04) REV. OL-15 5/06 (SHEET 2) 1 H G F E M D c B A 8 H G F E " '"" '1.-....... M FWR-1A D FWR-15A c B A 8 ,, "--1"-(o <2; /' ' "--" 7 7 FWR-16A AE05 -04 c TE 100 6 I ...-A 114 " G FWR-18A 0' :'<--<::5 << "y ""' FWR-8 FWR-17A FWR-10A 1 0 FWR-10AV ,, " 6 720 5 REACTOR BUlL DING * (P*C:.) 1'1-EBB-14 " 4 (P*8) 80-£88-1 EBB AEO -01 c TE 100 0 , IB" ELB FWR-11 FWR-1 FWR-15 5 **. , *** i '4;* 'ti* " ., " I'Z. I P-S I r I P-8 I ( -I !_30 11-SLY " *b;* :-o:lk ' " DETAIL (PLAN) 595 I I 4 AUXILIARY BUILD I NG u -1 " I*EL8*14 ..,C;:i, 12 e.o 110 ( P-c;) 01 -EL8*14 (P*8) -FWR-18 FWR-1 " FWR-15 4 585 ROOM 1411 3 / / ROOM 1412 820 3 2 795 2 1 +Y +X +Z NOTES: 1 ' * -INDICATES TERMINAL END BREAK POINT 2. * -INDICATES INTERMEDIATE BREAK POINT 3. 0 -INDICATES STRESS NODE 4. -5. -6*1TcEI-7.Q-9. STRESS 8. 1 2. POINTS INDICATES CIRCUMFERENTIAL BREAK AT INTERMEDIATE BREAK POINT INDICATES LONGITUDINAL BREAK AT INTERMEDIATE BREAK POINT INDICATES CIRCUMFERENTIAL BREAK AT TERMINAL END INDICATES BREAK POINT NUMBER -INDICATES PIPE BREAK RESTRAINT RESULTS WHICH ARE GIVEN IN TABLE 3.6-3. SHEETS 7, 20, 24 & 24A CORRESPOND TO THE NUMERICAL NODAL SHOWN HERE. 10. EFFECTS ANALYSIS RESULTS FOR EACH ROOM ARE PROVIDED ON THE INDICATED SHEET OF TABLE 3.6-4 ROOM # 1 411 1 41 2 TABLE 3.6-4 SHEET 39 40 2000 I AE05 I 45' 46 11. STEADY STATE THRUST FORCES FOR EACH BREAK ARE PROVIDED BELOW. BREAK POINT THRUST FORCE LBS. AE05-01 AE05-04 12. DELETED. 321 '780 321 '780 RESTRAINT LEGEND: 1}---H-----@

DIRECTIONAL RESTRAINT BUMPER RESTRAINT ISOLATION RESTRAINT GUIDE RESTRAINT ANCHOR BUMPER RESTRAINT WITH ATTACHMENT TO PIPE !FOR FURTHER DETAILS OF RESTRAINT TYPES. SEE SECTION 3.6.2.3.31 CALLAWAY PLANT FIGURE 3.6 -1 HIGH ENERGY PIPE BREAK ISOMETRIC MAIN FEEDW ATER SYSTEM INSIDE CONTAINMENT (AE05) REV. OL-15 5/06 (SHEET 3) 1 H G F E M D c B A CALLAWAY -SP Figure 3.6-1 (Sheets 4 through 7) Deleted Rev. OL-0 6/86 8 7 6 5 4 3 NOTES, * -INOICA,f($.
l£RMtfriAl (PolO lllllAili'OII\fl 2 * -tNO!CA!tS.I,.lfiUIEOIAH IIIH,O,Il rQII'i1 0 -I"'OIC.lHSSTIUSS.NOOf_ U!1 - £RHH "\l 8Rf All AT IN:Tf RlllfOIA H - IA£Ak A't !HT£f!:ti£01A1t l> liJ
IHOICAfUCUICUMHRiffTIAl
&REAil AT TE"""I'<!At £"<!> 0 -INOIC ... TU&Rl.U:J'OIJ!IfNUMSfJI ... KIItiTfiA.ll'll II-SUIE5$1HSULTSIY>11CH ... RE GIV(NINTAIIUJ:'J SHHT !<./; CORRfii'ONO TO THE NUIIIIRICAL NODAL I'OINTI SHOW,_. HlRf 1(1 - fORCU fOR EACH IIIIUil AJif 880?-01 03 05 07 09 -10 _, 13 15 17 19 -w _, -n 2? 1360?.-t<:t THIWITfOflel.lN 64,304 64,304 16,437 16.!37 104,304. I ((,4,304 1(,,437 II EFFECiS. A.NA.lYSIS R"ES.ULTS FOR. E.O.C:.H ISOMETRIC A,U PROVIDED ON THE IN.OICA\E.O SHEET OF TA8.LE ::'.;. ':>**4, ROOM.(I50) l TA.aLE 2000 (BOOZ) --t7 H G F E D c Rev. OL-0 B 6/86 CALLAWAY PLANT FIGURE 3.6-1 HIGH ENERGY PIPE BREAK ISOMETRIC REACTOR COOLANT SYSTEM PRESSURIZER RELIEF (8802) (SHEET 8) 2 A a 7 4 I 3 a OIRcCT<ONAL ReS I RAIN! r 8UMP£R RE @ ISOLATION RESTRAINT r--t GUIDE RESTRAUH 1 61 BUMPER RESTRAINT WrfH II A'fTACHMENT TO PIPE FURTHER DETAILS OF RESTRAINT TYPES SECTION 3 6 2 3 3) A ANCHOR
.. !NO!LA!lS lERMoNAl P<O 8R{AII:
l
lt.IO!CAHS!IHH!IoOf01AH:6RlA;o<;POJfllf 0 INOrt:AHSSTAESSNOO£ IT;]
8J\fAII: t>ll'-'lf,h;MEOIAl[ ti.J _ BRI;AltAJ 1N'f($1MEO!AT( !NO<(:AHSCH'ICVMH!UNT!Al AY IH!IoUHAL * <NDl(:.o,J[S81HAOO:
>011\il . !I Sli((f?l CQI\RE$1>0NO 10 ll{£ NUMEI'I!CAL NOOAL I"OINU SMOW"l 1<£1\£ !O -$t£j11,0Y*S1 AU h;RUSl fORCU FOR fACti .IlEA * .t.Ae i>ROVIOfOJHlOW aeoq--o1 I 8804-09 t',.B-04-10 1'3M4*11 SM4-IZ eeo4-1'3 Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.6-1 HIGH ENERGY PIPE BREAK ISOMETRIC REACTOR COOLANT SYSTEM PRESSURIZER SPRAY (BB04) (SHEET 9) 2 H G F E 0 c B A CALLAWAY -SP Figure 3.6-1 Sheet 10 has been deleted. Rev. OL-7 5/94 CALLAWAY -SP Figure 3.6-1 Sheet 11 has been deleted. Rev. OL-7 5/94 H G F E M D c B A 8 *.o. '4.* v

*. -INDICATES STRESS NODE 4.
-5* -6*1TcEI-7.Q-INDICATES CIRCUMFERENTIAL BREAK AT INTERMEDIATE BREAK POINT INDICATES LONGITUDINAL BREAK AT INTERMEDIATE BREAK POINT INDICATES CIRCUMFERENTIAL BREAK AT TERMINAL END INDICATES BREAK POINT NUMBER -INDICATES PIPE BREAK RESTRAINT
9. STRESS RESULTS ARE GIVEN IN TABLE 3.6-3. SHEET 58 CORRESPOND TO THE NUMERICAL NODAL POINTS SHOWN HERE. 10. STEADY STATE THRUST FORCES FOR EACH BREAK ARE PROVIDED BELOW. BREAK POI NT BB07-01 ILOOPI BB07-01 1 eves 1 THRUST FORCE LBS. 4968 132 11. EFFECTS ANALYSIS RESULTS FOR EACH ISOMETRIC ARE PROVIDED ON THE INDICATED SHEET OF TABLE 3.5-4 ROOM # I I SO I TABLE 3.6-4 SHEET 2000 I BB07 I 52 RESTRAINT LEGEND: Ill Ill DIRECTIONAL RESTRAINT BUMPER RESTRAINT ISOLATION RESTRAINT GUIDE RESTRAINT ANCHOR BUMPER RESTRAINT WITH ATTACHMENT TO PIPE IFOR FURTHER DETAILS OF RESTRAINT TYPES, SEE SECTION 3.6.2.3.31 CALLAWAY PLANT FIGURE 3.6-1 HIGH ENERGY PIPE BREAK ISOMETRIC REACTOR COOLANT PUMP D SEAL WATER INJECTION INSIDE CONTAINMENT (BB07) REV. OL-15 5/06 (SHEET 12) 1 H G F E M D c B A H G F E M D c B A 8 8 AUXILIARY BUILDING ( 133) ROOM 1322 FOCI 1*. :1.'1* *4 ..J 18" ,0 SLEEVE BY OTHERS DETAIL 7 REACTOR BUILDING ,;,"(REF.)
-'\., EL. ... 1..'212° 7 (REF) 130-BCB-2" e BO r *c 3 0 11.p. t. OB -12 c IBP 70 75 ' 't> ' "1 '-' 'I) BOB -13 c IBP SOB 125 6 55 .-6 BOB -04 c TE 140 40 c TE BOB -03 5 5 4 3 .. -// PIPE TO --r-f---<of,,.J 1/2// TUBE ADAPTER 4 3 5' I H I 3 2 .. 7 c TE BOB -09 2 1 +Y +X +Z NOTES: 1. -INDICATES TERMINAL END BREAK POINT 2. Ill -INDICATES INTERMEDIATE BREAK POINT 3. c==> -INDICATES STRESS NODE 4. -s.ITcEI-5.Q-INDICATES CIRCUMFERENTIAL BREAK AT INTERMEDIATE BREAK POINT INDICATES CIRCUMFERENTIAL BREAK AT TERMINAL END INDICATES BREAK POINT NUMBER -INDICATES PIPE BREAK RESTRAINT
8. STRESS RESULTS ARE GIVEN IN TABLE 3.6-3, CORRESPONDING TO THE NUMERICAL NODAL POINTS SHOWN HERE. 9. STEADY STATE THRUST FORCES FOR EACH BREAK ARE PROVIDED BELOW. BREAK POI NT BMOS-03 ICVCSI BMOS-04 ICVCSI BMOS-09 ILOOPI BMOS-09 ICVCSI BMOS-12 I CVCS I BMOS-13 I CVCS I THRUST FORCE LBS. 132 132 4968 132 132 132 10. EFFECTS ANALYSIS RESULTS FOR EACH ROOM ARE PROVIDED ON THE INDICATED SHEET OF TABLE 3.6-4 ROOM # TABLE 3.6-4 SHEET 2000 53 RESTRAINT LEGEND: DIRECTIONAL RESTRAINT BUMPER RESTRAINT ISOLATION RESTRAINT GUIDE RESTRAINT ANCHOR RIGID HANGER Ill BUMPER RESTRAINT WITH Ill ATTACHMENT TO PIPE I FOR FURTHER DETAILS OF RESTRAINT TYPES, SEE SECTION 3.6.2.3.31 CALLAWAY PLANT FIGURE 3.6-1 HIGH ENERGY PIPE BREAK ISOMETRIC REACTOR COOLANT PUMP A SEAL WATER INJECTION INSIDE CONTAINMENT (BBOS) REV. OL-15 5/06 (SHEET13) 1 H G F E M D c B A 8 H G F E M D ROOM 1322 . -
zos*-o' '-.. FOOl 't. -.. -------+-"1-l* '.._ F-3'9 c .... ' B A 8 7 REACTOR BUILDING ':)" L.L. 7 6 6 c IBP AUXILIARY BUILDING (1'33) ROOM 1322 FOOl @ . 0,.* . ....._ ... . . -.l,' 4,. . . . b' I p-:,g I 5 47E c IBP 809 -13 REACTOR BUILDING ( 231) L (REF.) '"' .. " 18CSLEEVE 1=002. BY O,.HERS F003 M* 20'!. 1 DETAIL 5 BB09 -03 c TE 35 09 -04 c TE 130 4 4 8809 -09 c TE 7 2 3 2 ,, 3 2 1 +Y +X +Z NOTES: 1. ... -INDICATES TERMINAL END BREAK POINT 2. Ill -INDICATES INTERMEDIATE BREAK POINT 3. c==> -INDICATES STRESS NODE 4. -5. -6*1TcEI-INDICATES CIRCUMFERENTIAL BREAK AT INTERMEDIATE BREAK POINT INDICATES LONGITUDINAL BREAK AT INTERMEDIATE BREAK POINT INDICATES CIRCUMFERENTIAL BREAK AT TERMINAL END 7. 0-I NO I CATES BREAK PO I NT NUMBER 8 -I NO I CATES PIPE BREAK RESTRAINT
9. STRESS RESULTS ARE GIVEN IN TABLE 3.6-3, SHEETS 41 & 60, CORRESPOND TO THE NUMERICAL NODAL POINTS SHOWN HERE. 1 0. STEADY STATE THRUST FORCES FOR EACH BREAK ARE PROVIDED BELOW. BREAK POINT THRUST FORCE LBS. BB09-03 ICVCSI 132 8B09-04 ICVCSI 132 8B09-09 I LOOP I 4968 8B09-09 ICVCSI 132 8B09-12 ICVCSI 132 8809-13 1 eves 1 132 II. EFFECTS ANALYSIS RESULTS FOR EACH ROOM ARE PROVIDED ON THE INDICATED SHEET OF TABLE 3.6-4 ROOM # 1322 2000 TABLE 3.6-4 SHEET 28 55 RESTRAINT LEGEND: j}---H---1@
Ill Ill DIRECTIONAL RESTRAINT BUMPER RESTRAINT ISOLATION RESTRAINT GUIDE RESTRAINT BUMPER RESTRAINT WITH ATTACHMENT TO PIPE !FOR FURTHER DETAILS OF RESTRAINT TYPES, SEE SECTION 3.6.2.3.31 ANCHOR CALLAWAY PLANT FIGURE 3.6-1 HIGH ENERGY PIPE BREAK ISOMETRIC REACTOR COOLANT PUMP C SEAL WATER INJECTION INSIDE CONTAINMENT (BB09) REV. OL-15 5/06 (SHEET14) 1 G F E M D c B A H G F E M D c B A 8 8 I':>C..-SC: B* 2." ¢. EL. "2005 A.Z.201" 7 1 65 7 A\lX\ll !I.RY BUILDING ROOM 1322 6 I I REP.c.IOR B\J\\..0\ MG DETAIL ffi rE-e) 6 5 4 -. 5 4 3 COOL.O.Ni PUMP P.BBOI!!> 7 c TE BB 11 -1 1 * .... ... v., s7 __,. __ B 11 -05 c TE 1 1 0 c:t._ ' 20 c TE BB 1 1 -04 RESTRAINT LEGEND: 1}-------H-----@ Ill Ill DIRECTIONAL RESTRAINT BUMPER RESTRAINT ISOLATION RESTRAINT GUIDE RESTRAINT ANCHOR BUMPER RESTRAINT WITH ATTACHMENT TO PIPE IFOR FURTHER DETAILS OF RESTRAINT TYPES. SEE SECTION 3.6.2.3.31 3 2 2 1 +Y NOTES: I. ... -INDICATES TERMINAL END BREAK POINT 2. Ill -INDICATES INTERMEDIATE BREAK POINT 3. -INDICATES STRESS NODE 4. -INDICATES CIRCUMFERENTIAL BREAK AT INTERMEDIATE BREAK POINT 5. -6*1TcEI-INDICATES LONGITUDINAL BREAK AT INTERMEDIATE BREAK POINT INDICATES CIRCUMFERENTIAL BREAK AT TERMINAL END 7. 0-INDICATES BREAK PO I NT NUMBER 8 -INDICATES PIPE BREAK RESTRAINT +X +Z 9. STRESS RESULTS ARE GIVEN IN TABLE 3.6-3. SHEETS 42 & 61 CORRESPOND TO THE NUMERICAL NODAL POINTS SHOWN HERE. 10. FOR PROB. NO. 278. STEADY STATE THRUST FORCES FOR EACH BREAK ARE PROVIDED BELOW. BREAK POINT THRUST FORCE LBS. BBII-04 132 BBII-05 132 BBII-11 I LOOP I 4968 BBII-11 ICVCSI 132 II. EFFECTS ANALYSIS RESULTS FOR EACH ISOMETRIC ARE PROVIDED ON THE INDICATED SHEET OF TABLE 3.6-4 ROOM tt I I SO I 2000 IBBII I TABLE 3.6-4 SHEET 51 CALLAWAY PLANT FIGURE 3.6-1 HIGH ENERGY PIPE BREAK ISOMETRIC REACTOR COOLANT PUMP B SEAL WATER INJECTION INSIDE CONTAINMENT (BBll) REV. OL-15 5/06 (SHEET 15) 1 H G F E M D c B A CALLAWAY -SP Figure 3.6-1 Sheet 16 has been deleted. Rev. OL-7 5/94 CALLAWAY -SP Figure 3.6-1 Sheet 17 has been deleted. Rev. OL-7 5/94 8 7 6 5 4 3 IICOI*/)6 &Ctii*OI IG,l:II*O, SGOHI!rJ "OHI!rJ I!.Mit4{Jl IC.OH4!l") l /*x DIRECTIONAL P[STRfiiNT BUMP(R 'I'M ON RESTRAINT ISOLAn Hf-11 GUIDE RESTRAINT REV OL-8 11/95 --------v-F>LANT -CALLAWA FIGURE 3.6-1 HIGH PIPE BREA N HX NCP TO OUTSIDE CVCS -(BG01) (SHEET 18) 2 "' HO:>O H_CIOO HOOO 14MO HOOO 14,000 H F E A _.,.. 8 7 6 5 t 4 RES TRII!N.: I LEGEND a D I RE C To O N A L RESIRAINT r BU MPER RESTRAINT @ ISOLATION RESTRAINT H H GUICE RESTRAINT I !il l BUMPER RE STR AINT W ITH Q 1\Tl AC HMC:NT TO PIJ'( RESTRA I NT A ANCHOR 3 NOT E S' * -I,.O>C*IIlt l*"""'\l>oo l*to.*I'OIOjf ! ..... I)>C.IU,..t i*., IOI4H I II(.U:;I'OIH T J 0 *""01CUU1111 1 Uio00( *Z
1 11(6. 6 , ,., 1 1.,.,(0ifl f l '), -
.. II TUOI"AL 1 11 1 4* *T tHI(*oo(O t 411 & [ft] -IOfOI(*IUCt.CI,,..f(.(l'olliAlllll 4 1l4T lfii ... IOj4\ TH O f. 0 *"'*01C4TISIII(U
I'OoH I HUMitJII .!J@)-I OjO*t*tts**r l l llf , U , IIUtii*IHT Q-l.}-*"0 lfiiU )t4SNtlf 1107 1114 IllS 110) ,. ""' lO lll( .. lti'Q!N t IHII V$1 B WZ*OI 8<001*04 "
B GOZ*0 7 /I , L I' I COOZ*12 J (o()l.*l) 1&.170 IC.OZ*\4 49 , S7S J GO Z* 41), I G.OZ*I 6 \I , Zl* J GoCl*IT I I , Zl' &oO'Z.*t& 1&,1 ,0 REV OL-8 11/95 C A LLAWAY.PLANT. FIGURE 3.6-1 HIGH ENERGY PIPE BR E AK ISOMETRIC CCP A & B DISCHARGE CVCS-OUTSIDE CONTAINMENT (BG02) (SH E ET 19) H G F E 0 c 8 A 8 7 6 5 4 ISI..'lLP.110\.! 1!14. t I 3 NOTES * ,. '0 [l;j l-',CUJ*O l fiESTRAINT a DIRlCT<ONAL RCSTR<"Nl BUMf'fR Rf STRAINT w ISOLATION RESTRAINT If GUIDF RF'>TRAINT II HrECTS ANA.LV!>IS ON THE INDICATEOS SUlTS !'"OR EACH ROO ROoM* HEET Of TA5LE. 3 Go*4 MAll!: Pli!OVIDED !: f l-CALLAWAY PLANT FIGURE 3.6-1 HIGH ENERGY ISOMETRIC 0 -LETDOWN UTSIDE CONTAINME IBG03l NT Rev. OL-0 6/86 (SHEET 20) H G F D c B " Hf*.,..***ur ,_,.,, l'l:'loOoC"'t t.o<oo ,...,..,Dr*
ne-
... ... ... ... .. , *W .,. ... ... . ,, :r. "'"""'-" * ,.,ll ... .. 8 . .. .. , '" "' ... ... ... ... ... ... ... 7 6 5 4 3 .. l:* *l RESTRAINT OIA£CT10NA.l 1t£STRAINT ISOl'TtON
<>TOAtNT H CUIO( ABTitAIHT 1.,9UP-4"'£A R£Slii:AINT WITH

ATTACHP-4(Hf TO Plf'E rrolt F'VIHH£1t 0{ U.l'l\ Of' ilt[STitAHH TYPES SU: S£Cll01'1' lIS 1.) ll A

.....,oc:*tffrttu
... ,. .. \f""""*- 1 *"""')I(:Illftoott{*<oil>oAift<lfAO(" ... f
"o*fl H)(.un t.ONGHVO!flloll.
..-t,uc n Yll(ff*WftM..lt( .... tMI'OH1, ffi] _ Af fl"""'"'"t f'<t) 0-lfC>ot:*'IJtfloi&*"'offlt....,...t*
0-"""t**n......:t*t*
.. *tn*a,.., t. IT*t* IIIIAATI--..::,..o.*t 0011'1" ... ,_..._1111 .....:r"s ... n.1-.. ... tO* ('N"f(:U *"'"tYil' fU .. **t "-'C>tl .,_., '""' ,..l)<o(.#ftO lw** o; "'"'"' tt-a . ::-**---IIU HI"' II 'Ill UO-* ,,., IHI CALLAWAY PLANT FIGURE 3.6-1 HIGH ENERGY ....... . .. .. ,. .. REVOL-8 11/95 PIPE BREAK ISOMETRIC CVCS _SEAL WATER INJECTION OUTSIDE CONTAINMENT (BG09) (SHEET 211 H G F E 0 c B 0 ' }. .. 8 7 6 5 4 3 H!! ,y t 'X l/ / / ,, ,z NOTES' ENP8RtAki'OINT 2 * , INPICAT£S INHRMEDIATE IJRfAK I'OINT 3 0 -INOICAHSSTRESSNOOE 4 jj!l INO!CA!ESCIRC!JMFERENT!A.l.. 81UAK AT !NT HOM. 8REAK POINT 5. -INO!CATES. L0N(.I1U01NAl Sfl:£AK AT INT£HM 8R(AK PO! NT 6 GlJ 1N01CI\HSCIRCUI*"ER£Nl1Al8RfAII AT TERMINAL t!\10 7. 0 INOICATESBREAKI'OINlNUMBER
9. STRESS RESUl TSWHICH ARE GIIJU\IIN TARt( 36 J. SHHT I CORRESPOND TO TH£ NUMffUCAl NODAL POI"tTS StiOWN HERf 10.. HHCTS .6.NAl YSIS !'IESUL TS I'OA fACH R00M ARE PRO VIOEOOf\1 H;£ l>'ro!CATfDSHHfOf rASL[ 364 ___ ROOT.-TA8Lf364SHHT 1107 !I 1114 a 1Z03 lSI
!L STEAOYSTATt THRUST fORCES FOR tACH8R£AK ARf PROVl0*0 &flOW l8S BGt()-01 IGI()-03 IIGI0*0-4 tGI0*05 &GI0*06 5,2.72. 5,272 5,2.72. 5,2.7Z Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.6-1 HIGH ENERGY PIPE BREAK ISOMETRIC CCP A & B MINIFLOW CVCS -OUTSIDE CONTAINMENT IBG101 (SHEET 221 2 H G F E D c B RES

==-=--

DIRECTIONAL RESTRAINT BUMf'(R HESTRA!NT @ ISOLATION RESTRAINT GUIDE RESTRAINT
1.1 BUMPER
RESTRAINT WITH
ATTACHMENT TO PIPE (fOR FURTHER DETAILS OF RESTRAINT TYPES SEE SECTION 3 6.2 l 3)

ANCHOR 8 5G-7 7 6 5 4 3 +y l: *z NOTES' * -INOILAHS HR!o!lllj.\l HID IRE ... K 'OINT 2 *

ll\jQICATESINTliHoiiEOiilll{
BREAK K!ll'lll 0 INOICAltSSlRESS"'OOE _ BREAK AT INTHIMEOIA,T( [;Q - IREAK AT INTERMEDIATE {. Gll INOICATtsCIRCUMHRUHI.O.l8REAK AT TERMIIIIAL UW 0 -INUICAHS BIHAK POINT NUIIIBH* INOICAltSPIP[ BREAK A[STRII.INT -&1<11$SRlSULTS\VI11CHAR[ GIVENII'OTABLE 163 Sl-lttl:l1},14,tlS CORRESI>Of.ltl TO TtU NUMERICAL '!liNTS StlOWN HEAl EFFECTS ANAL VSIS AUUL Ho FOR EACH ROOM AIH PRO VIDEO ON THE INOICATEI1SHEET OF TABLE 3 6_. 1104 1105 IIZS ""' FORCES FOR EACH BREAK ARE IGII*Ol BGII*03 IGII-04 IGII*OS IGII-06 IGII*OII IGII-08 IGII-10 8(011-IZ IGII*I! THRUST FORCE, LIS &,5117 &,517 8,587 11,587 1,5&7 14,797 15,216 , .. ,,. ,. 1,!587 Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.6-1 HIGH ENERGY PIPE BREAK ISOMETRIC LETDOWN TO REHEAT HX CVCS -OUTSIDE CONTAINMENT IBG11) (SHEET 23) L H G E D c B A 8 7 6 5 4 RESTRAINT LEGEND c:: D>RfCT!ONAL R*STRAINf BUMPER fH:::SntA!NT NOTES'
_ <HOOC::.O.HS fHG.IItA-11 ffliNl l * ->#oiOIC.TUl"'lffUoi(QIArlll'lfAj(l"(l101f 1 0 . INOtC.AJUSTI'UQN1004! _ ....
.11\l.U;: Af >OiftiiMtOtiH( '.. _ M(Ak AT IH'T(A.Mrtl\AT( _ !NQf(iUUC<JI:C\,I"'H!IIlNfU.l, &I'IE,o.l( AT Il!IIMat,t;t tr<O -li!IOICATU.Jit,a,(""J'NlNVfiiiUI'I t -INOICATU,!U 11:"-t.u: I'IUT*U*"'IT H w ISOLATION RESTRAINT H H GUIDE RESTRAINT ,
STA£UI'IlSI.X.n*""ICW.t;flll qJvl!ot<NYAatt lfl, s ..
G U t fO THt ,..,....(1\ICAl NOCI4t. ,-QifOU $\'(OWN joifiU 10-$T(M'IT :rU,T( Hti'IUST A .. ( I Iiiii BVMPER RESTRAINT WITH ATTACHMENT TO PIPE (FOR F"VRTHER OETAfl'S OF Rf:.SfRAlNT TYPES SEE SE:CTEON J.6 2.1 J) A ANCHOR ,'IOVI0*0
nCM 6<1-21-QI -oz -o* -OS _.,.. -or 09 -10 _, -tl eves i,QOP C.V<.S -1,: LooP eves. Z3,37J, 23.37.3 1'1,2.17 !9. Zl1 I?,Zl1 ZJ, ZIO l),Z'O lS,l.ll) 23, liO 21. 210 19'. 271 19,6$6-111.1.11 /'1, f.5b 19,2.77 1'1, 211 19,2.77 1ll.
Z3,2JO F E D c REV OL-11 B 5/00 CALLAWAY PLANT FIGURE 3.6-1 HIGH ENERGY PIPE BREAK ISOMETRIC NORMAL & ALTERNATE CHARGING CVCS -INSIDE CONTAINMENT (BG21) (SHEET 24) 2 A 8 NOTES: 1. * -INDICATES TERMINAL END BREAK POINT 2. II -INDICATES INTERMEDIATE BREAK POINT 3. -INDICATES STRESS NODE 4. -INDICATES CIRCUMFERENTIAL BREAK AT INTERMEDIATE BREAK POINT s.ITcEI-6.Q-INDICATES CIRCUMFERENTIAL BREAK AT TERMINAL END INDICATES BREAK POINT NUMBER -INDICATES PIPE BREAK RESTRAINT
8. STRESS RESULTS ARE GIVEN IN TABLE 3.6-3, SHEETS 28. 31, 32 & 54. CORRESPOND TO THE NUMERICAL NODAL POINTS SHOWN HERE. 9. STEADY STATE THRUST FORCES FOR EACH BREAK ARE PROVIDED BELOW. 1 0 0 BREAK POINT BG22-01 BG22-02 BG22-03 BG22-04 BG22-05 BG22-06 BG22-07 12"1 BG22-07 13"1 BG22-0B BG22-09 BG22-10 BG22-12 BG22-13 (2l BG22-13 13"1 BG22-14 BG22-18 BG22-24 ICVCSI BG22-24 I LOOP I BG22-26 ICVCSI BG22-26 ILOOPI BG22-27 ICVCSI BG22-27 I LOOP I BG22-28 THRUST FORCE LBS. 21 0 839 21.839 21
839 21 0 839 25.900 !BOTH SOURCES! 3.900 !BOTH SOURCES! 3.900 !BOTH SOURCES! 8.594 !BOTH SOURCES! 3.900 !BOTH SOURCES! 8.594 !BOTH SOURCES! 8.594 !BOTH SOURCES! 8.594 !BOTH SOURCES! 3.900 !BOTH SOURCES! 8.594 !BOTH SOURCES! 8.594 !BOTH SOURCES! 21.839 21.839 19.115 21 0 839 19.115 21.839 19.115 7. 921 -INDICATES ANCHOR POINT. 11. EFFECTS ANALYSIS RESULTS FOR EACH ISOMETRIC ARE PROVIDED ON THE INDICATED SHEET OF TABLE 3.6-4 ROOM# IISOI TABLE 3.6-4 SHEET 2000 I BG22 I AUXILIARY BUILDING (133) ROOM 1322 65 I p-z31 _),, ' 4-4-1* ECB* 3 10 zo;sLEEVE ROOM 1322 I I 0 N N f-' w :r: w :r: <n 8 DETAIL @ REACTOR BUILDING '15 '17 '19 7 G2 -12 c IBP 160 6 BG22-16 BG22-15 REACTOR BUILDING ('Z1!11 60 4' a' " 441*ECB*3 zYi' ! ISOLATION RESTRAINT BG-22 BC: D B CB ci3--:;-;-;:-:-:::-:-J-r<( SE£ DE.TA IL" 6" 7/J&" MltJ. V (TYP) s DETAIL@ 7 6 1"15 c IBP G22 -1"1 * ......
BG22-19 5 G22-1 220 195 c IBP BG22 -28 BG22-1 5 5 c TE BG22 -26 ' ' 270 5 c c TE TE BG22 -10 BG22 -09 c IBP BG22 -27 50 c IBP BG22 -2 4 / / G22-2 4 BG22-26 BG22 -08 c TE Lj 01 307 c IBP -07 BG22-27 0 / G22-'1 G22-6 BG22 -01 c TE 5 3 G22 C" IBP 102T Lj 01 BG22 -13 ' I I ' ' ' "10 c IBP LIS 3 BG22 -02 c IBP 25 ' / /< ' "'LIT 90 ' BG22-9 BG22-11
0 1 c TE 22 -04 2 2 BG22 -05 c TE 1 +Y +X +Z BG22-22 Oi RESTRAINT LEGEND: @--H-----@
II II DIRECTIONAL RESTRAINT BUMPER RESTRAINT ISOLATION RESTRAINT GUIDE RESTRAINT BUMPER RESTRAINT WITH ATTACHMENT TO PIPE !FOR FURTHER DETAILS OF RESTRAINT TYPES. SEE SECTION 3.6.2.3.31 CALLAWAY PLANT FIGURE 3.6 -1 HIGH ENERGY PIPE BREAK ISOMETRIC CVCS-LETDOWN INSIDE CONTAINMENT (BG22) REV. OL-23 5/18 (SHEET 25) 1 H G F E D c B A H G F E M D c B A 8 I SOLATION RESTRAINT BG-23 250 BG23 3 " ( ) Y4 N.P.T V r.l--'--. > -294-H BC*%" 3;4"-3ooo"' r THD. i DETAIL LOOK\ C. NORTH 8 0 ro I 7 300 / / <.('_ I I ' I \ ' I I I I I ( 7 ' /r I I / I I I I I / I / *1-1 .., a) ' I\:. lf) ISOLATION RESTRAINT BG-23 7 c TE 6 23-6 BG23-1 6 1 5 0 c IBP ' ' 5 G2 -04 5 c TE 5 G23 -1 1 c IBP 1 5 ' ' BG23 -01 c IBP 1 50 BG23-2 4 G23 -07 c TE 205 4 G2 -06 c IBP 20 AUXILIARY BUILDING ( 134) ROOM 1323 3 3 REACTOR BUILDING ( 2 31) 2 r-023-BCB-3" 2 1 +Y +X +Z NOTES: 1.
2-* 3-0 5.
6* I TeE I -INDICATES TERMINAL END BREAK POINT -INDICATES INTERMEDIATE BREAK POINT -INDICATES STRESS NODE -INDICATES CIRCUMFERENTIAL BREAK AT INTERMEDIATE BREAK POINT -INDICATES LONGITUDINAL BREAK AT INTERMEDIATE BREAK POINT -INDICATES CIRCUMFERENTIAL BREAK AT TERMINAL END 7. 0-I NO I CATES BREAK PO I NT NUMBER -INDICATES PIPE BREAK RESTRAINT
9. STRESS RESULTS ARE GIVEN IN TABLE 3.6-3. SHEETS 33 & 53 CORRESPOND TO THE NUMERICAL NODAL POINTS SHOWN HERE. 10. STEADY STATE THRUST FORCES FOR EACH BREAK ARE PROVIDED BELOW. BREAK POINT THRUST FORCE LBS. BG23-01 BG23-02 BG23-03 BG23-04 BG23-06 BG23-07 BG23-11 1.285 I BOTH SOURCES I 1,285 I BOTH SOURCES I 1.285 I BOTH SOURCES I 7.921 7.921 7.921 7.921 11. EFFECTS ANALYSIS RESULTS FOR EACH ISOMETRIC ARE PROVIDED ON THE INDICATED SHEET OF TABLE 3.6-4 ROOM # I I SO I TABLE 3.6-4 SHEET 2000 IBG231 68 RESTRAINT LEGEND: DIRECTIONAL RESTRAINT BUMPER RESTRAINT ISOLATION RESTRAINT 1}---H--@
GUIDE RESTRAINT

ANCHOR BUMPER RESTRAINT WITH ATTACHMENT TO PIPE !FOR FURTHER DETAILS OF RESTRAINT TYPES, SEE SECTION 3.6.2.3.31 CALLAWAY PLANT FIGURE 3.6 -1 HIGH ENERGY PIPE BREAK ISOMETRIC CHARGING & EXCESS LETDOWN CVCS-INSIDE CONTAINMENT (BG23) REV. OL-15 5/06 (SHEET 26) 1 H G F E M D c B A 8 7 6 5 4 3 LEGEND DIRECTIONAL RESTRAINT BUMPER RESTRAINT ISOLATION RESTRAINT GUIDE RESTRAINT I IIII BUMPER RESTRAINT WITH fa ATTACHMENT TO PIPE NOTES* ' * >NOIWm"M'N'UND
.. fA< O'O*HT ' . '"'""'""'""'""'""" ""' 0 1NDICATESS1RESSNOOE '""" '""'"'""" (FOR FURTHER DETAJ SEE SECTION J,G 2 Jl;)OF RESTRAINT TYPES (;IJ - I!IRfAK AT INT[I\M[D\AT{ 81\E ... I( "'TERMINAl HI -IN(UCAf£$ liRE All POI!IIl NUM&fA D £.ANCHOR !NOll;"AHSP!I*( 8REAK l!:t"STRAINT
J IN UoeH U l lD -
fOI!CU HiRE 8Ga4-o* -oz 07 -oa -09 6(;.2:4-15 ( CA,LL,.,WA'I' ONLY) BC..Z4-IG (WOL" C.ll1!.1.K) &ciH*/7 (CALL.\WAY ONLY) ec,z.+-Js {W'Oi-FC.R!Uf} &6t.4-i9 86-M-ZO {LOOP} {C.VCS) CALLAWAY PLANT FIGURE 3.6-1 HIGH ENERGY PIPE BREAK ISOMETRIC CVCS -AUXILIARY SPRAy INSIDE CONTAINMENT (BG24) 968.5 gc;.es 9485 'J6lL5 "J685 '1685 812.4-'"$5 Rev. OL-0 6/86 (SHEET 27) 2 H G F E D c B A CALLAWAY -SP FIGURE 3.6-1 (SHEET 28) HAS BEEN DELETED Rev. OL-8 11/95 8 8 ' N 7 DETAIL SCALE -NONE I' -51 7 6 \I I I Cl I '-.I ..... 6 REACTOR BUILDING (2.41) :>B-088-4 " ,, 'l'" *-7-6 *:*:>,;. /:: I U 't-O ., .. P-9 SLV 11'- BY OTHERS ( M-'tOJ) DETAIL (PLAN) I I ClJ ' 'l-1 AUXILIARY BUILDING ( 145) FOOl 5 REACTOR ILDING .. . (241) . BU 2 1 II -0
FOO F006 I P-10 I lS-OBB-4" 't-08 B-4-" L f ' lt_IB"f SLV .. :P,: a .;,t.v. V' '* ' *, -*-I )f, II 8-7 BY OTHERS (M-'Z.03)
DETAIL 2 (PLAN) "< ..... .....,0 ""'o* ' FOI3 " 4 AUXILIARY BUILDING ( 145) Foo4 ....... / f 't-088 -411 0 ** I I I -------------'"'1'- I IJ"I& L. .N <" ' 3" 2 -...... , II '-o-o £. 5 g " 3 I -5 /16 i -2 II 5 -I "' II-DBS-1 11 ' 5011 4 i.E l. 2:Ci'28'=' 0" "' ""o, ' ,.. __ 0 0/ 434-DBB-2" VOOI " 't-DBB-4 DETAIL I' 3' (PLAN) ,-3 8-DBB-3/4' 3 ' ' 0 I ' SA335 p 22 n----m a_ "' N m 4 a_ N N 4 ' 2 SA234 WPBW/WPB SA234 WPBW/WPB NEW I I ' ------------------- --,.. 2 SA106 GRB EXIST ----------------;----..., -----: I \ / -----"--"-":.- / -----------------' TEE 4x2 I I ' I ' I t DETAIL 5 SCALE NONE 2 ' I 'fl I I 1 NOTES: 1 .... -INDICATES TERMINAL END BREAK POINT 2 .* 3. 0 4* -INDICATES INTERMEDIATE BREAK POINT -INDICATES STRESS NODE -INDICATES CIRCUMFERENTIAL BREAK AT INTERMEDIATE BREAK POINT 5*1TcEI-INDICATES CIRCUMFERENTIAL BREAK AT TERMINAL END 6.Q-INDICATES BREAK POINT NUMBER -INDICATES PIPE BREAK RESTRAINT B. STRESS RESULTS ARE GIVEN IN TABLE 3.6-3, CORRESPONDING TO THE NUMERICAL NODAL POINTS SHOWN HERE. 9. STEADY STATE THRUST FORCES FOR EACH BREAK ARE PROV IDEO BELOW. BREAK POINT THRUST FORCE LBS. BM01-01 BM01-04 BM01-05 BM01-06 5,300 !BOTH SOURCES! 5,300 !BOTH SOURCES! 5.300 !BOTH SOURCES! 5.300 !BOTH SOURCES! 10. EFFECTS ANALYSIS RESULTS FOR EACH ISOMETRIC ARE PROVIDED ON THE INDICATED SHEET OF TABLE 3.6-4 ROOM # I I SO I TABLE 3.6-4 2000 I BM01 I 65 11. WHIP RESTRAINT NO LONGER REQUIRED DUE TO DELETION OF BREAKS. 12. DIMENSIONS, OTHER THAN THOSE ASSOCIATED WITH WHIP RESTRAINT LOCATIONS. ARE HISTORICAL. SEE LATEST PLANT DRAWING REVISION FOR DIMENSIONS. RESTRAINT LEGEND: DIRECTIONAL RESTRAINT BUMPER RESTRAINT ISOLATION RESTRAINT 1]--------n-------t' GUIDE RESTRAINT

BUMPER RESTRAINT WITH ATTACHMENT TO PIPE IFOR FURTHER DETAILS OF RESTRAINT TYPES. SEE SECTION 3.6.2.3.31 CALLAWAY PLANT FIGURE 3.6 -1 HIGH ENERGY PIPE BREAK ISOMETRIC STM GEN A & D BLOWDOWN INSIDE CONTAINMENT (BM01) REV. OL-15 5/06 (SHEET 29) 1 H G F E D c B A 8 7 6 REACTOR BUILDING (242.)
FOO FOO 3--C\ ' " z-o 1-....... I v 9" P-11 I AUXILIARY BUILDING (14-S) " 14-DBB-4-;:..-.........._, n REACTOR BUILDING (242.) z'*o" FOO s-----@.....__ BB-1----.......... \ 2.10*0 r r-/ ( v 9" I P-12 I AUXILIARY BUILDING (14-S) 2'--DBB-4'\. 1s"¢sLv-:/ \.V 5 II FOO+ 9'-G Ia L, s-4'_)' !8"¢sLv . ../" " e'-o 3/s ....., FOOl 14-DB -BY OTHERS M 203 -1'--..L' DETAIL 5UPPORT-, STRUCTURE (PLI\N) VIEW A 5CI>.LE=NONE WELD END DETAIL PE TO M ATCI-I 'QCH .160 PIP R MS-10 E-, I I -SY OTHERS M Z.03 -' --/'-I DETAIL 2 (PLf>..N) I2J Q--SUPPOR"T 'i>TRUCTllRE LOCATED BY OTIIERS SECTION 8 (TYP. 2 PLCS) &CI>.LE : NOiol E SUPPORT STRUCTURE (BY OTHERS)(TYP
2. PLC'2>) ....... ..., lFJ: .........
1------------ {ISOLATION _ s: <I jl -:. --DETAIL SCALE:NONE __ RESTRAINT ___ 3 (M-20\'0) a" c TE 255 --::.:: 3 (TYP) {TYP.f _, ' "" ,, c TE 0 c IBP F 4 0 8 0 I 7 SEE DETAIL s.) AND NOTE 1 0 ' " -I ' N " 1 I II 6 ..... .. '/ ' " 5
0 -* 5 r-It) w ' I Vl .... 4 ,, 4 (F-1&-8) 2" SCH 160 PIPE 2" 90° ELBOW DETAIL 5 SCALE = NONE 3 3 -1'0,.., 1\1 f-1 w uJ w '-' :r: 1/l SA335 p 22 w " NW SA234 WPBW/WPB SA234 WPBW/WPB NEW I I ' -----______ , ______ SA106 GRB EXIST ----------2 ------7--', : I \ I )

TEE r ' DETAIL 4 SCALE NONE 2 1 NOTES: 1 .* 2 ** 3. 0 4* -INDICATES TERMINAL END BREAK POINT -INDICATES INTERMEDIATE BREAK POINT INDICATES STRESS NODE INDICATES CIRCUMFERENTIAL BREAK AT INTERMEDIATE BREAK POINT 5. I TeE I -INDICATES CIRCUMFERENTIAL BREAK AT TERMINAL END 6
0-I NO I CATES BREAK PO I NT NUMBER -INDICATES PIPE BREAK RESTRAINT
8. STRESS RESULTS ARE GIVEN IN TABLE 3.6-3, CORRESPONDING TO THE NUMERICAL NODAL POINTS SHOWN HERE. 9. STEADY STATE THRUST FORCES FOR EACH BREAK ARE PROVIDED BELOW. BREAK POINT THRUST FORCE LBS. BM02-01 BM02-04 BM02-05 BM02-06 BM02-07 BMOZ-08 5,300 !BOTH SOURCES! 5,300 !BOTH SOURCES! 5,300 !BOTH SOURCES! 5.300 !BOTH SOURCES) 5.300 !BOTH SOURCES) 5.300 !BOTH SOURCES) 10. EFFECTS ANALYSIS RESULTS FOR EACH ISOMETRIC ARE PROVIDED ON THE INDICATED SHEET OF TABLE 3.6-4 ROOM # I I SOl TABLE 3.6-4 2000 1 41 2 57 39 11. WHIP RESTRAINT NO LONGER REQUIRED DUE TO DELETION OF BREAKS. 12. DIMENSIONS, OTHER THAN THOSE ASSOCIATED WITH WHIP RESTRAINT LOCATIONS, ARE HISTORICAL.
SEE LATEST PLANT DRAWING REVISION FOR DIMENSIONS. RESTRAINT LEGEND: DIRECTIONAL RESTRAINT BUMPER RESTRAINT ISOLATION RESTRAINT j§-------n------f GUIDE RESTRAINT

BUMPER RESTRAINT WITH ATTACHMENT TO PIPE IFOR FURTHER DETAILS OF RESTRAINT TYPES, SEE SECTION 3.6.2.3.31 CALLAWAY PLANT FIGURE 3.6 -1 HIGH ENERGY PIPE BREAK ISOMETRIC STM GEN B & C BLOWDOWN INSIDE CONTAINMENT (BM02) REV. OL-15 5/06 (SHEET 30) H G F E D c B A
--,I --,o BM-19 ---_'0 8 ..._ 7 c TE M03 -07 195 --(l A7.. :.:.1*-o' c!:. E.L. '2005 1-G"
1:) ,, "' BM-11 6 5 " s'-'1----.o o<-> .,_o / --,q, 4 REACTOR BUILDING
_., .. AUXILIARY BUILDING ( 2 31) (134) ROOM 1323 1 soo-.!I"TIII<:.K. co;. PI.A\E s1s-,. L. "-'-----'- GR 70 OR SA 511..-GR 10 " (SEE. NOTE # "Z) (REf) 18 It (RE.F.) 1 14"¢SLEE.VE. 53-HBB-1 P-7 e I FOOl DETAIL LOOKING IN OF FLOW AZ.337"-o' 4' *1 . .. . ..... ' -INDICATES STRESS NODE 4. -INDICATES CIRCUMFERENTIAL BREAK AT INTERMEDIATE BREAK POINT 5. liE I-INDICATES CIRCUMFERENTIAL BREAK AT TERMINAL END 5. 0-INDICATES BREAK POINT NUMBER -INDICATES PIPE BREAK RESTRAINT
8. STRESS RESULTS ARE GIVEN IN TABLE 3.6-3, CORRESPONDING TO THE NUMERICAL NODAL POINTS SHOWN HERE. 9. STEADY STATE THRUST FORCES FOR EACH BREAK ARE PROV IDEO BELOW. BREAK POINT THRUST FORCE LBS. BM17-06 5.300 10. EFFECTS ANALYSIS RESULTS FOR EACH ISOMETRIC ARE PROVIDED ON THE INDICATED SHEET OF TABLE 3.6-4 ROOM # I I SO) TABLE 3.6-4 2000 IBM17) 71 11. WHIP RESTRAINT NO LONGER REQUIRED DUE TO DELETION OF BREAKS. 12. DIMENSIONS, OTHER THAN THOSE ASSOCIATED WITH WHIP RESTRAINT LOCATIONS, ARE HISTORICAL.
SEE LATEST PLANT DRAWING REVISION FOR DIMENSIONS . RESTRAINT LEGEND: }-n-----@ Ill Ill BUMPER RESTRAINT ISOLATION RESTRAINT GUIDE RESTRAINT BUMPER RESTRAINT WITH ATTACHMENT TO PIPE IFOR FURTHER DETAILS OF RESTRAINT TYPES, SEE SECTION 3.6.2.3.3) CALLAWAY PLANT FIGURE 3.6 -1 HIGH ENERGY PIPE BREAK ISOMETRIC STM GEN A SAMPLE AND TUBE SHEET DRAIN INSIDE CONTAINMENT (BM17) REV. OL-15 5/06 (SHEET 32) c TE M18 -01 BM-26 *--NOTES: 1. -INDICATES TERMINAL END BREAK POINT 2. -INDICATES INTERMEDIATE BREAK POINT 3. -INDICATES STRESS NODE -5
I TeE I -6.Q-INDICATES CIRCUMFERENTIAL BREAK AT INTERMEDIATE BREAK POINT INDICATES CIRCUMFERENTIAL BREAK AT TERMINAL END INDICATES BREAK POINT NUMBER -INDICATES PIPE BREAK RESTRAINT
8. STRESS RESULTS ARE GIVEN IN TABLE 3.6-3. CORRESPONDING TO THE NUMERICAL NODAL POINTS SHOWN HERE. 9. STEADY STATE THRUST FORCES FOR EACH BREAK ARE PROVIDED BELOW. BREAK POINT THRUST FORCE LBS. BM18-01 5.300 10. EFFECTS ANALYSIS RESULTS FOR EACH ISOMETRIC ARE PROVIDED ON THE INDICATED SHEET OF TABLE 3.6-4 ROOM# (!SOl TABLE 3.6-4 2000 (BM181 72 11. WHIP RESTRAINT NO LONGER REQUIRED DUE TO DELETION OF BREAKS. 12. DIMENSIONS, OTHER THAN THOSE ASSOCIATED WITH WHIP RESTRAINT LOCATIONS.
ARE HISTORICAL. SEE LATEST PLANT DRAWING REVISION FOR DIMENSIONS. RESTRAINT LEGEND: §---n-----@ DIRECTIONAL RESTRAINT BUMPER RESTRAINT ISOLATION RESTRAINT GUIDE RESTRAINT BUMPER RESTRAINT WITH ATTACHMENT TO PIPE (FOR FURTHER DETAILS OF RESTRAINT TYPES, SEE SECTION 3.6.2.3.31 CALLAWAY PLANT FIGURE 3.6 -1 HIGH ENERGY PIPE BREAK ISOMETRIC STM GEN B SAMPLE AND TUBE SHEET DRAIN INSIDE CONTAINMENT (BM18) REV. OL-15 5/06 (SHEET 33) c TE M19 -01 ' ... " ,.. BM-56 .,_ ' .. / --0 --NOTES: 1. -INDICATES TERMINAL END BREAK POINT 2. -INDICATES INTERMEDIATE BREAK POINT 3. -INDICATES STRESS NODE 4. -5
I TeE I -6.Q-INDICATES CIRCUMFERENTIAL BREAK AT INTERMEDIATE BREAK POINT INDICATES CIRCUMFERENTIAL BREAK AT TERMINAL END INDICATES BREAK POINT NUMBER -INDICATES PIPE BREAK RESTRAINT
8. STRESS RESULTS ARE GIVEN IN TABLE 3.6-3. CORRESPONDING TO THE NUMERICAL NODAL POINTS SHOWN HERE. 9. STEADY STATE THRUST FORCES FOR EACH BREAK ARE PROVIDED BELOW. BREAK POINT THRUST FORCE LBS. BM19-01 5.300 10. EFFECTS ANALYSIS RESULTS FOR EACH ISOMETRIC ARE PROVIDED ON THE INDICATED SHEET OF TABLE 3.6-4 ROOM # ( I SO I TABLE 3.6-4 2000 (BM191 73 11. WHIP RESTRAINT NO LONGER REQUIRED DUE TO DELETION OF BREAKS. 12. DIMENSIONS, OTHER THAN THOSE ASSOCIATED WITH WHIP RESTRAINT LOCATIONS.
ARE HISTORICAL. SEE LATEST PLANT DRAWING REVISION FOR DIMENSIONS. RESTRAINT LEGEND: §---n-----@ DIRECTIONAL RESTRAINT BUMPER RESTRAINT ISOLATION RESTRAINT GUIDE RESTRAINT BUMPER RESTRAINT WITH ATTACHMENT TO PIPE (FOR FURTHER DETAILS OF RESTRAINT TYPES, SEE SECTION 3.6.2.3.31 CALLAWAY PLANT FIGURE 3.6 -1 HIGH ENERGY PIPE BREAK ISOMETRIC STM GEN C SAMPLE AND TUBE SHEET DRAIN INSIDE CONTAINMENT (BM19) REV. OL-15 5/06 (SHEET 34) c TE BM20 -01 c 4 0 BM-45 ' <'IJ ' "l ' "' ,.. ,, \'r I ' .,. l) Jl ' ' r', "'-' o, NOTES: 1. -INDICATES TERMINAL END BREAK POINT 2. -INDICATES INTERMEDIATE BREAK POINT 3. -INDICATES STRESS NODE 4. -5
I TeE I -6.Q-INDICATES CIRCUMFERENTIAL BREAK AT INTERMEDIATE BREAK POINT INDICATES CIRCUMFERENTIAL BREAK AT TERMINAL END INDICATES BREAK POINT NUMBER -INDICATES PIPE BREAK RESTRAINT
8. STRESS RESULTS ARE GIVEN IN TABLE 3.6-3. CORRESPONDING TO THE NUMERICAL NODAL POINTS SHOWN HERE. 9. STEADY STATE THRUST FORCES FOR EACH BREAK ARE PROVIDED BELOW. BREAK POINT THRUST FORCE LBS. BM20-01 5.300 10. EFFECTS ANALYSIS RESULTS FOR EACH ISOMETRIC ARE PROVIDED ON THE INDICATED SHEET OF TABLE 3.6-4 ROOM # ( I SO I TABLE 3.6-4 2000 (BM201 74 11. WHIP RESTRAINT NO LONGER REQUIRED DUE TO DELETION OF BREAKS. 12. DIMENSIONS, OTHER THAN THOSE ASSOCIATED WITH WHIP RESTRAINT LOCATIONS.
ARE HISTORICAL. SEE LATEST PLANT DRAWING REVISION FOR DIMENSIONS. RESTRAINT LEGEND: §---n-----@ DIRECTIONAL RESTRAINT BUMPER RESTRAINT ISOLATION RESTRAINT GUIDE RESTRAINT BUMPER RESTRAINT WITH ATTACHMENT TO PIPE (FOR FURTHER DETAILS OF RESTRAINT TYPES, SEE SECTION 3.6.2.3.31 CALLAWAY PLANT FIGURE 3.6 -1 HIGH ENERGY PIPE BREAK ISOMETRIC STM GEN D SAMPLE AND TUBE SHEET DRAIN INSIDE CONTAINMENT (BM20) REV. OL-15 5/06 (SHEET 35) H G F E D c B A 8 7 BB-010 -BCA-'29 I. D.
I r E\6-<00-BCA-2'1" I.D. ' " / 4:El2CI4"<a( * -: *. / ' " B B -o 7

8C A-12.
SECTION \. '\ \ ---... .cV"" ---;;----. (\1 \/ HOT l.eC'> BB* 00-BCA*'I.q J.D. 0 'Z,'Z. DETI'>.I L PLP..N * ,r;$ 8 1 11 ,""? / / ,' /, ' . . REAC.TOR ' ' 45'!V> 1----B 8
7 o -Be A -I Z" SECTION STE'AM C.ENEAATOR EBSOI A SUPPORT L.E<;, 7 O.D.OF 60NNET-.J BB*PV8'702A DETAIL@ PLAN J04 -02 c TE 1 9 5 MODERATE ENERGY 6 RE"CTOR COOL!>-NT SYS. LEG NO. I EJ04 -06 45 c TE JO -01 HIGH ENERGY 6 EJ -1 c EJ04 -05 c TE 1 0 * .<2-'""' I ' '\! SEE NOTE 12 EJ-2 .-\ 0 p EJ-4 '-p \) c , -u, \ )7, \ 5 5 o* 3'-E.fvE 'v-,;,; (\/ I -"' -
'-0' LJO c TE c TE ----------------EJ-3 SEE NOTE 12 4 R£ACT()R. rl / L '( I I,' -rr -..... Z2" HOTlE.GNO.I ( . EIB*O-.*BCA*2q 1.0.) DETAIL PLAN * <'oo 8* \_ EJOLJ -10 EJ04 ----......---..:..:. 4 !:}i§'v \; \) '" 3 2 Q 0 3 2 1 +Y +X +Z NOTES: 1 .... -INDICATES TERMINAl END BREAK POINT 2. II -INDICATES INTERMEDIATE BREAK POINT 3. 0-INDICATES STRESS NODE 4. -INDICATES CIRCUMFERENTIAL BREAK AT INTERMEDIATE BREAK POINT 5. -INDICATES LONGITUDINAL BREAK AT INTERMEDIATE BREAK POINT 6. liE I-INDICATES CIRCUMFERENTIAL BREAK AT TERMINAl END 7. 0-INDICATES BREAK POINT NUMBER -INDICATES PIPE BREAK RESTRAINT
9. STRESS RESUlTS WHICH ARE GIVEN IN TABLE 3.6-3, SHEETS 64 & 65, CORRESPOND TO THE NUMERICAL NODAl POINTS SHOWN HERE. 10. STEADY STATE THRUST FORCES FOR EACH BREAK ARE PROVIDED BELOW. BREAK POINT THRUST FORCE lBS. EJ04-0I 270.690 EJ04-02 66. 111 EJ04-05 j EJ04-06 EJ04-09 56. 111 EJ04-10 270.690 11. EFFECTS ANAlYSIS RESUlTS FOR EACH ISOMETRIC ARE PROVIDED ON THE INDICATED SHEET OF TABLE 3.6-4 ROOM# IISOI TABLE 3.6-4 2000 I EJ04 I 83 RESTRAINT LEGEND: I FOR SEE DIRECTIONAl RESTRAINT BUMPER RESTRAINT ISOlATION RESTRAINT GUIDE RESTRAINT II BUMPER RESTRAINT WITH II ATTACHMENT TO PIPE ANCHOR FURTHER DETAILS OF RESTRAINT TYPES, SECTION 3.6.2.3.31 CALLAWAY PLANT FIGURE 3.6 -1 HIGH ENERGY PIPE BREAK ISOMETRIC RHR SUCTION-LOOPS 1 & 4 INSIDE CONTAINMENT (EJ04) REV. OL-15 5/06 (SHEET 36) 1 H G F E D c B A 8 7 3 NOTES, 1 * -lNOICAHl1f" ..
1 * -ll>(O<<:ATUINT( .... f(X,o,t(IJ!fAltN)IIroiT l 0 [g -1'-IO!CATU 111.(4K ,\T I'Jitt(IIUfOIAH llll{ ... llfOI .. T - AT tl(f'[-llli(D\AH Nlt:AK POINT. S U'J -I+IOoC ... TUCI"CIJIIIIffiiiOHIAL -..u,,; ,n ll-llroiAL l'-10 I C) -1'-IOtCA.HS ""'f *!IOtA." liiiUTIIAI .. I -SliO(JSII(WlTIWHOCM-( l;l"'fiWIWT ... lt l.l. (OflllltP"'tooo TO THf ""-""fiii(:A.l 1"1 lit 10 -lllAOY llAT( THIIII,IIl 'Ofll IN:I'I U(Aa All( '"'0VIOf01fl(:Mo £.!1-i a DORECTIONAl RESTRAINT r BUMPER RESTRAINT I QI BUMPER RESTRAINT WITH I:J ATTACHMENT TO PIPE (FOR FURTHER DETAilS OF RESTRAINT TYPES SEE SECTION 3.6.2.).3) ll EFHCTS Am..l.YSIS E.ACH'R'Oo:::f-.1 AA'E ON INDICATED Si-lE.E.T Of l"-&.£ "3-t..*4. R.OOM* lll.l liZ C. ll0-4 1114 1103 110? REVOL-8 11/95 CALLAWAY PLANT FIGURE 3.6-1 HIGH ENERGY PIPE BREAK ISOMETRIC BORON INJECTION TANK INLET SIS-OUTSIDE CONTAINMENT (EM02) (SHEET 37) H G F E D c B BB-29 1 0 c TE M03 -19 8 DETAIL 1 5 BB-24 REACTOR COOLI>..r-lT SYS. COLD LE.C. LOOP B5-5(.-BCA-'1.lYl" I.D. EL. 2014'-C." (REF) FE 927 V08i; V085 87-BCA-FE ':>24 ¥080 V019 83-BCA-1 FE 'l2" V084 VOS!> 86-BCA-1 1 FE. :l25 V082 VOBI 84-BCA-1 1 DETAIL 8 BB-25 0 <00 ' 01' !?; d< 7 MO -15 c TE 6 ( /.--'----- M03 -01 c TE PROB. !\10. 2474 105 11 0 c TE EM03 4 AUlt-. BLDG. (134) / .P_ 305 BB-26 BB-21 BB-22 290 c TE EM03 -05 (G-2) 280 c TE EM03 -27 REACTOR BLDG. ('2.:01) rv . MODERATE ENERGY BB 'i>YS. EM SYS l E.l-. 2020'1;' REACTOR GOOLAI-JT 5YS. \101 LEC, LOOP NO 3 f.'O 41-tlC.i>--'2.9" I.D. EM-02-FOI'l (REF') r'-" (REF.) P-88 1 J; s;s"THICK ss PLP..'TE 24o TYPE ?>o4 ________ lso1c.o I 7 I r l I"'" 'EVE 81-BC.B-::!1' I I I I u! (REF.) ...L--DETAIL 81-BCB-:!." FOZO FOI7 (1 4 S) 6 EM03 -18 EM03 -29 c TE 1 65 5 ,, M03 -08 c TE c TE EM03 -09 175 I *' Vs -+--_.__ **-/ BB-32 GOOLJ..foJT SYS COLD LOOP NO 'Z. e.&-21-e.0,-2./Yl.' J.D. REM.TOR COOLANT SY5. HOT LEC. LOOP NO 2. BB-Z.S-S.CA-29" J.D. 1/k' ' I 0 'i ' 1ov* tl.*/ 5 4
BB-31 4 235 c TE EM03 -12 3 3 2 DETAIL (C-<D) a. ZO*B' /" B5-Z6-BCA-i,,'
-1=012 . . w ( N '*+\__ 6B-Z5-BCA-Z'f' LD DETAIL@ (C-5) 2 1 +Y +X +Z NOTES: 1 .... -INDICATES TERMINAL END BREAK POINT 2. II -INDICATES INTERMEDIATE BREAK POINT 3-0 5. -INDICATES STRESS NODE -INDICATES CIRCUMFERENTIAL BREAK AT INTERMEDIATE BREAK POINT -INDICATES LONGITUDINAL BREAK AT INTERMEDIATE BREAK POINT 6* I TeE I -INDICATES CIRCUMFERENTIAL BREAK AT TERMINAL END 7-0-INDICATES BREAK POINT NUMBER -INDICATES PIPE BREAK RESTRAINT
9. STRESS RESULTS ARE GIVEN IN TABLE 3.6-3, SHEETS 55, 56 & 57, CORRESPOND TO THE NUMERICAL NODAL POINTS SHOWN HERE. 10. STEADY STATE THRUST FORCES FOR EACH BREAK ARE PROVIDED BELOW. BREAK POINT EM03-01 EM03-04 EM03-05 EM03-08 EM03-09 EM03-12 EM03-15 EM03-18 EM03-19 EM03-22 EM03-27 EM03-29 THRUST FORCE LBS. 5. 1 09 5. 1 09 66. 11 0 66. 11 0 5. 1 09 5. 1 09 5. 1 09 5. 1 09 5. 1 09 5. 1 09 66. 11 0 66. 11 0 11. EFFECTS ANALYSIS RESULTS FOR EACH ISOMETRIC ARE PROVIDED ON THE INDICATED SHEET OF TABLE 3.6-4 ROOM# IISOJ TABLE 3.6-4 SHEET 2000 IEM031 66 RESTRAINT LEGEND: @--H---@ II II DIRECTIONAL RESTRAINT BUMPER RESTRAINT ISOLATION RESTRAINT GUIDE RESTRAINT BUMPER RESTRAINT WITH ATTACHMENT TO PIPE ANCHOR IFOR FURTHER DETAILS OF RESTRAINT TYPES. SEE SECTION 3.6.2.3.31 CALLAWAY PLANT FIGURE 3.6 -1 HIGH ENERGY PIPE BREAK ISOMETRIC BI AND SI & RHR RECIRC. SIS-INSIDE CONTAINMENT (EM03) REV. OL-15 5/06 (SHEET 38) 1 H G F E D c B A H G F E M D c B A 8 7 8 7 6 6 I I I I . I #I ' 011 \1)1 "I * .... 5 tCD) 5 '/112 lt.-BCB-2" ' .7. " 2 .L.) 1 II X 1/2/1 -------TUBING ADAPTER 1 " T C /2 . . & 101 4 " I " i"a PL. 1 " 6000# SW COUPLING IT.L. I IT.L. I i'I-!JCA-G c."_./ £M-5Y5. M05 -01 c TE 220 88*SY.5. ENERCY fi/Cfl ENERCY 4 V003 3"(T.L.) VOG2 8C8 4 I I 12."1TL) '-3 I if ij/ L.) 3 c IBP 6'_ b. 4<.() m; "'4 mu cnm m; CDN <.0 N I ' 1'1 -$188* !!> B-01* B CA-12 --4*--i* r __
t' .... 205 c IBP EM05 -OLI RESTRAINT LEGEND: 1}-------H--------@

DIRECTIONAL RESTRAINT BUMPER RESTRAINT ISOLATION RESTRAINT GUIDE RESTRAINT ANCHOR BUMPER RESTRAINT WITH ATTACHMENT TO PIPE IFOR FURTHER DETAILS OF RESTRAINT TYPES. SEE SECTION 3.6.2.3.31 3 08 c IBP M05 -05 2 > 1 1 c IBP 0 0 2 1 +Y NOTES: I. ... -INDICATES TERMINAL END BREAK POINT 2 .* 3. 0 4.
s.
-INDICATES INTERMEDIATE BREAK POINT -INDICATES STRESS NODE -INDICATES CIRCUMFERENTIAL BREAK AT INTERMEDIATE BREAK POINT -INDICATES LONGITUDINAL BREAK AT INTERMEDIATE BREAK POINT 6*1TcEI-INDICATES CIRCUMFERENTIAL BREAK AT TERMINAL END 7. 0-INDICATES BREAK PO I NT NUMBER 8 -INDICATES PIPE BREAK RESTRAINT +X +Z 9. STRESS RESULTS ARE GIVEN IN TABLE 3.6-3. SHEETS 64 & 65 CORRESPOND TO THE NUMERICAL NODAL POINTS SHOWN HERE. 10. STEADY STATE THRUST FORCES FOR EACH BREAK ARE PROVIDED BELOW. BREAK POINT EM05-01 EMOS-04 EM05-05 EMOS-06 EM05-07 THRUST FORCE LBS. 66' 111 66' 111 66' 111 7.004 7.004 11. EFFECTS ANALYSIS RESULTS FOR EACH ISOMETRIC ARE PROVIDED ON THE INDICATED SHEET OF TABLE 3.6-4 ROOM # I I SO I 2000 I EM05 I TABLE 3.6-4 SHEET 67 CALLAWAY PLANT FIGURE 3.6 -1 HIGH ENERGY PIPE BREAK ISOMETRIC SI DISCHARGE-LOOPS 1 & 4 SIS-INSIDE CONTAINMENT (EM05) REV. OL-15 5/06 (SHEET 39) 1 H G F E M D c B A 860 c TE EP01 -17 8 8 ACCUMULATOR TANK TEPOID------.. (1139E30 SH. \) 720 c TE EP01 -16 EJ07 EP01 -15 c TE 348 .., z ;;::,...... q; "' 0: ' " Q !!!'-' :r r I + ' *' *0 o> ' l__ ' -EP3-3 *' 7 P01 -08 c TE 300 / ( I 1/ \ EP3-1 ' *0 q' SEE NOTE 12 EP3 7
0\ c IBP EP01 -24 EP01 -07 c TE 210 \ \ I 6 ACCUMULATOR TANK (H39: I """' ,--(EP1-11
\ lT.U (TL.) EP3-2 "' / / f-"' w I w :r: :r: V1 EP1-6 I ** " ,<?:Jo 5 / _________ EP1-8 SEE NOTE 1 2 \ 35 OUTSIDE SECONDARY SHIELD WALL \ BB-58*BCA-10" <(, E.L._ '2013'-10" c IBP L IBP 6 EP01 -13 DETAIL (c-s) REACTOR COOLANT '3YSTEM COI.D LEG; LOOP NO. 4 5 INSIDE SECONDARY SHIELD WALL 4 EP01 -20 c EP1-4 TE 450 ' ' 3 --' J <0 ' ---0 '\.: ( 4Y2" lG. NIPOLE T) 1 5 c TE EP01 -10 EP01 -01 c TE COlO lEG NO. I BB-OI-BCA-27/'z 1.0 .. ---. ' 4 l3J EP1-3 / 4 5 '(H) L ASSEMBL Y PER RFR-23496C

.... / ' /' '" DETAIL . ,/ /31 8" SWAGELOK CAP ( V) '" .-+-r!i s" SS C-4 TUBING ._ _ 0 <) dJ I ' I \ .. .. ' <" PIPE SOCKET WELD COUPLING I / ------------------------------(f) V\09 DETAIL LJ\ 'C)-(C*") EL. 2013'-10" I t. -

BCA-10" 4S" (v) F008 --t'-------
"
..;.4 _'-.=G.:_

,-58-0i-DETAIL @ (e-4) REACTOR COOLANT SY'5TEM COLD lE:G; LOOP NO. I 3 ' "' ' 485 c IPB EP01 -2 EP01 -05 11 5 EP1-9 L IBP 2 2 1 +Y +X +Z NOTES: 1. -INDICATES TERMINAL END BREAK POINT 2. II -INDICATES INTERMEDIATE BREAK POINT 3. INDICATES STRESS NODE 4.

-INDICATES CIRCUMFERENTIAL BREAK AT INTERMEDIATE BREAK POINT 5. -INDICATES LONGITUDINAL BREAK AT INTERMEDIATE BREAK POINT -INDICATES CIRCUMFERENTIAL BREAK AT TERMINAL END 7. 0-I NO I CATES BREAK PO I NT NUMBER 8 -I NO I CATES PIPE BREAK RESTRAINT
9. STRESS RESULTS ARE GIVEN IN TABLE 3.6-3. CORRESPONDING TO THE NUMERICAL NODAL POINTS SHOWN HERE. 10. STEADY STATE THRUST FORCES FOR EACH BREAK ARE PROVIDED BELOW.
0 BREAK POINT EP01-01 ILOOPI EP01 -01 I TANK I EP01-04 I LOOP I EP01-04 I TANK I EP01-05 I 1 0" I EP01-05 I 6" I EP01-07 EP01-08 EP01-10 ILOOPI EP01-10 ITANKI EP01 -13 I LOOP I EP01-13 I TANK I EP01-14 110"1 EP01-14 16"1 EP01-15 EP01-16 EP01-17 EP01-18 EP01-19 EP01-20 EP01-24 EP01-22 THRUST FORCE LBS. 218.580 29.927 218.580 29.927 29.927 12.857 110.396 110.396 218.580 29.927 218.580 29.927 29.927 12.857 3.129 3' 1 29 12.857 12.857 3. 1 29 3.129 3' 1 29 3' 1 29 11. EFFECTS ANALYSIS RESULTS FOR EACH ISOMETRIC ARE PROVIDED ON THE INDICATED SHEET OF TABLE 3.6-4 ROOM # I I SO I TABLE 3.6-4 2000 I EP01 I 68 12. WHIP RESTRAINT NO LONGER REQUIRED DUE TO DELETION OF BREAKS. RESTRAINT LEGEND: }-H-{ II II DIRECTIONAL RESTRAINT BUMPER RESTRAINT ISOLATION RESTRAINT GUIDE RESTRAINT BUMPER RESTRAINT WITH ATTACHMENT TO PIPE IFOR FURTHER DETAILS OF RESTRAINT TYPES. SEE SECTION 3.6.2.3.31 CALLAWAY PLANT FIGURE 3.6-1 HIGH ENERGY PIPE BREAK ISOMETRIC ACCUMULATOR LOOPS1 &4 INSIDE CONTAINMENT (EP01) REV. OL-15 5/06 (SHEET 40) 1 H G F E D c B A 8 DETAIL PO -12 c TE 510 8 " O'l-6C.A-10 EP02 -1"1 c IBP c TE 7 L IBP 85 450 7 EP02 -08 c IBP 35 c TE EP02 -13 EP2-8 I I 6 1 5 c TE SECONDARY SHIELD WALL 1a '-9 "Is" .. OS-E1 C B-10" EP2-9 "
TEE Bell-'2. II\ dl v dl D u II) DETAIL([) (C*S) 6 EP02 -1 1 >-<9. 0 '"" iS'-* "' a_.,. / """"" OUTS I DE c-_,_o-f> SECONDARY SHIELD WALL 5 EP02 -01 / DETAIL @ L IBP c IBP EP02 -04 c TE 1 2 4 ' * ,,,;; "'"' RE.!>-C. TOR COOLA-NT----, 5Y5.CO'-C> NO.'L \/ G IB-'5) --L BB-2i--BCA-27Y{ J.D., I I \ "'-----_/ ACCUMULATOR TEPOIC (." (113"1E30 SH. 1) I I I I I I I I \ / ------.. "' I \ I J I I I I c TE P02 -07 0 0 p -05 C L IBP IBP 11 0 EP2-1 ,....--ACCUMULATOR TANK TEPOIB (1139!:30 SH. I) ( I I I E.L. 10" <t -+----...._ '\ \ I BB-3'1* SCA--10" ----l " tEL. zon'-,;,\1,., 47'(v) EL. 2014'-(d' FOI9 DETAIL CD @ (F-4) DETAIL (D-6) 5 4 3 EP02 -20 c IBP 508 3 c TE EP02 -05 *' P02 -16 c TE 570 EP2-4 1 2 2 485 c TE P02 -18 DETAIL@ - 2 445 c TE P02 -17 1 +Y +X +Z NOTES: 1 .... -INDICATES TERMINAL END BREAK POINT 2. II -INDICATES INTERMEDIATE BREAK POINT 3. -INDICATES STRESS NODE 4. -INDICATES CIRCUMFERENTIAL INTERMEDIATE BREAK POINT BREAK AT INDICATES LONGITUDINAL BREAK AT INTERMEDIATE BREAK POINT 6. liE I-INDICATES CIRCUMFERENTIAL BREAK AT TERMINAL END 7. 0-I NO !CATES BREAK PO I NT NUMBER -INDICATES PIPE BREAK RESTRAINT
9. STRESS RESULTS ARE GIVEN IN TABLE 3.6-3, SHEETS 45 & 46, CORRESPOND TO THE NUMERICAL NODAL POINTS SHOWN HERE. 10. STEADY STATE THRUST FORCES FOR EACH BREAK ARE PROVIDED BELOW. BREAK POINT EP02-01 I LOOP I EP02-01 I TANK I EP02-04 I LOOP I EP02-04 I TANK I EP02-05 I 10"1 EP02-05 16"1 EP02-06 EP02-07 EP02-08 I LOOP I EP02-08 I TANK I EP02-11 I LOOP I EP02-11 I TANK I EP02-12 EP02-13 EP02-14 EP02-15 I 10"1 EP02-15 16"1 EP02-16 EP02-17 EP02-18 EP02-20 EP02-22 THRUST FORCE LBS. 218.580 29.927 218.580 29.927 29.927 12.857 110.396 110.396 218.580 29.927 218.580 29.927 3 ' 1 2 9 3 ' 1 2 9 12.857 29.927 12.857 3 ' 1 2 9 12.857 3.129 3 ' 1 2 9 3 ' 1 2 9

11. EFFECTS ANALYSIS RESULTS FOR EACH ISOMETRIC ARE PROVIDED ON THE INDICATED SHEET OF TABLE 3.6-4 ROOM# IISOI TABLE 3.6-4 2000 I EP02 I 69 12. WHIP RESTRAINT NO LONGER REQUIRED DUE TO DELETION OF BREAKS. RESTRAINT LEGEND: }--H--{ II II DIRECTIONAL RESTRAINT BUMPER RESTRAINT ISOLATION RESTRAINT GUIDE RESTRAINT BUMPER RESTRAINT WITH ATTACHMENT TO PIPE ANCHOR IFOR FURTHER DETAILS OF RESTRAINT TYPES, SEE SECTION 3.6.2.3.31 CALLAWAY PLANT FIGURE 3.6 -1 HIGH ENERGY H H G F E D c B PIPE BREAK ISOMETRIC A ACCUMULATOR LOOPS2&3 INSIDE CONTAINMENT (EP02) REV. OL-15 5/06 (SHEET 41) 1 CALLAWAY -SP Figure 3.6-1 (Sheet 42) Deleted Rev. OL-0 6/86
@ 8 7 6 5 4 3 % *Y l(' *z LEGEND DIRECTIONAL RESTRAINT BUMPER RESTRAINT ISOLATION RESTRAINT GUIDE RESTRAINT I IIII BUMPER R WITH T TO PIPE (FOR FURTH£ :EE RESTRAINT TYPES .. ANCHOR NOTES I FOR ,._RE ARE. 2. E_FFECTS A.NA SE.CTIOI-J 3.(... 2_. TYPES AAE. PROVID lYSIS ltE.SULTS

T.a...SLE 3_G.:D4-Ot.J THE. I"'DIC:-i:
E-AC\-1 ROOM D S.HEEI OF Ti\BLE SWEET 1207 iS -13Z9 ...,__.. 3. STEADY. STATE 35 . .:"'\ ARE PROVIDE THRUOT FORCES '="-. LltJ: :.t.L.OW. FOR EACH LINE 051 HBO (;:-! THRUST FORCE_' LBF 05Z. kBD .;..** iH --053 HBD (.," II I 001 HBO 4-* f 054-HBD 4--2000 055 HBD*4" CALLAWAY PLANT FIGURE3.S-1 Rev. OL-0 6/86 PIPE ENERGY AUX STM PUMP OUTSIDE CONTAINMENT IFB04) ISHEET43l H G F E D c B 8 7 6 5 4 3 DIRECTIONAL RESTRAINT BUMPER RESTRAINT ISOLATION RESTRAINT H -f GUIDE RESlRAINT
INDICATES TERMINAL END BREAK POINT I ll' BUMPER RESTRAINT WITH ATTM:HMENl TO PlPE (!R FURTHER D* TAILS OF RESTRAINT TYPES SEE SECTION 3 6 2 3 3} ... ANCHOR !130 1301 CALLAWAY PLANT FIGURE 3.6-1 HIGH ENERGY PIPE BREAK ISOMETRIC AUX STM SUPPLY HEADER OUTSIDE CONTAINMENT (FB05) REV.1 11/10 (SHEET 44) 2 H G F E c B 8 7 6 5 4 3 RESTRAINT LEGEND D<RECTIONAL RESTRAINT r BUMPER RE_STRAINT ISOLATION RESTRAINT 1---@ GUIDE RESTRAINT

INDICATES TERMINAL END BREAK POINT I IJI BUMPER RESTRAINT WITH II ATTACHMENT TO PIPE (F"OR FURTHER OETAJLS OF RESTRAINT TYPES SEE SECTION 3 6 2.3 3) I 8R(AK.. LOCATIONS FOR THIS PlP1N'4 AJ!:E DEt1NfD !N SECJ!ON 3" Z! !d.8R£A!'.
TYPES ARE DEtlNI.IJ !N 2 UFE'Cf<J P.NAlhlS RE5UUS fOR EP.CH MOM A.R.£ PROVID£D ON THE lNDKMED SHUT OF TABLE 3*,-4. ROOM# TABLE 3<;,-4 SHE!::T 110! 1102 1111 112.2. 112.7 13 112.8 14 IIZ'l 15 1130 '" 1301 22 140 7 38 3. STEAD'!' STATE THRUST FORCES FOR Ef>..CH L\NE A.RE PROVIDED BELOW, THRUST FORCE, LBS. 3" 310 '"" 84 213,082. !-180*2" &$.10 CALLAWAY PLANT FIGURE3.6-1 HIGH ENERGY PIPE BREAK ISOMETRIC AUX STM CONDENSATE RETURN OUTSIDE CONTAINMENT IFB06l REV.1 11/10 {SHEET45) DIRECTIONAl RESTRAINT BUMPER ISOLAliON RESTRAINT GVIOE RESTRAINT t-f A ANCHOR 8 7 6 5 4 3 y PLANT CALLAWA FIGURE 3.6-1 HIGH PIPE STOR AUDX TANK Rev. OL-0 6/86 AN W&VENT OVERFLgNTAINMENT (SHEET46) OUTSIDE C 09} {FB I 8 7 6 5 4 3 I. LOCAT'ONS FOR, TH\S PIPING 1\RE. OfFIN£0 IN Sl(fiON 3 "-?! I d, BRlAJ<; TrPb ARE DEFINlO IN SECTION 3 b 2 I 2 3, 2 EfFECTS 1\NAl'r'SIS RFSULIS FOR PROVIDED ON IN[)I(P,Tt:D ROOM AR£ TABLE 3b 4. ROOM t:f TABLC 3 (,-4 SMELT 112'} IZ07 3 5T£ADY-SrAH:_ THRUS.f ,:oR f.MH LiNL AR[ PROViDfD BElOW. !10 HBD 2" 475 CALLAWAY PLANT FIGURE3.6-1 HIGH ENERGY PIPE BREAK ISOMETRIC Rev. Ol-0 6/86 AUX STM COND TRANSFER PUMP DISCHARGE OUTSIDE CONTAINMENT (FB10) (SHEET47) H F E D c 8 8 7 6 5 4 3 NOTES* s Plf>ING ARE IBREAK. LOCATIONS BREAK TYPES . FINED IN SECTIO 3 67.!.2.3. DEFINED IN SECTION EACH ROOM 2 EFFECTS ANALYSIS SHEET OF ARE PROVIDED ON TABLE 3.6*4 E 3 6-4 SHEET *. . I I 2 9 E THRUST FORCES FOR EACH 3. STEADY-STAT OVIOED BELOW. 'NE ARE PR L, # rHRUST FORCE LBS LINE
475 OS6,057 HBD*2 CALLAWAY PLANT FIGURE 3.6-1 Rev. OL-0 6/86 HIGH PIPE BREAK FEED PUMP AUX STM OUTSIDE CONTAINMENT (SHEET 48) (FB13) H G F E D c B 8 7 6 5 4 3 RESTRAINT LEGEND c! DIRECTIONAL R£STR4JNT BUMPER RESTRAINT
'., BVMPER RESTRAINT WITH
ATTACHMENT TO PIPE (FOR FURTHER DETAILS OF RESTRAlHT TYPES SEE SECTION 3.8.2.3 3) .6, ANCHOR NOTES: I .* ** *0 -"'JJICATfl TtiiUoMIIU.lf"CC
... lAI( P'Ofl'fT -fHOIC.UU M'fiiiiMfDtAT( Ult:AII' POWT -I!I'H:MC:A.'fl.tf1'liiiUISHC)l)l +y *Ud -lil'ftlteATUel"'C\\N,ffii(HTIAl aiiiiEA<< A.T INTIMIIIDtATt U:UII'f"OHt li [lJ -tNOr.t:ATU etM;UMr(fllflif'nAL ... fA.I( AT Tf,...I,_.AllNO 0
7. @) -IN0<-'U11 "'l.U: "fiTA.UffT I JTII!.f.UIIIUUlnWHH:MAJIIIOrvtlliNIITJt.al.li...I-J.
IHUTJ 2Z COI"'IIIlW'OHO TO THl HuliiiiUUCA.l N(l()Ali'OttfTI
VIOfOCWI THl tHOteATtOIHEUOf TAkl l.U. 3? 10 lf.. ntAOY4TATI:
n**vrT "'fM:tJI"OII" Uo(:H .... (AI( Mf. P'tiiO\nOED
now. FCOI*OI FC.Ot*Ot lltOI...O) 1=(.01 10 CALLAWAY PLANT FIGURE 3.6-1 HIGH ENERGY REV. OL-9 5/97 PIPE BREAK ISOMETRIC MAIN STM SUPPLY TO TURB AFP OUTSIDE CONTAINMENT (FC01) (SHEET 49) 2 H G F E D c B A H G F E D c B A ROOM 1322 1 133 231 15-HCB-3 II "' wz m-oo_ w=o 0:1 0 0--" r-o I 0 "-* lu_ -w 00: ,_ m I ""<-. 8 AUXILIARY BLDG. ( 1 3 3 )
ROOM 1322 . o*. . . *** *. 6 :. 7 REACTOR BLDG. ( 2 31 ) 15-HCB-3" DETAIL REACTOR BLDG. HCD 8 7158 I 'F014 14-HCD-3" F013 ' / FOOl ' / r V009 i"T.C* &D LCV 1003 I 'F012 7135 / ' F005 12-HCD-3 II 7151 F 011 ' I I 'F01 0 3" 13-HCD-7 6 :';' ' / '0 ""<-. 6 5 4 5 4 205 c TE HB24 -05 3 3 HB24 -03 c TE 440 B24 -04 c TE 430 2 2 1 +Y +X +Z NOTES: ... -INDICATES TERMINAL END BREAK POINT 2. II -INDICATES INTERMEDIATE BREAK POINT 3. 0 -INDICATES STRESS NODE 4. -INDICATES CIRCUMFERENTIAL BREAK AT INTERMEDIATE BREAK POINT 5. -INDICATES LONGITUDINAL BREAK AT INTERMEDIATE BREAK POINT 6' I TeE I -INDICATES CIRCUMFERENTIAL BREAK AT TERMINAL END r.Q-INDICATES BREAK POINT NUMBER -INDICATES PIPE BREAK RESTRAINT
9. STRESS RESULTS WHICH ARE GIVEN IN TABLE 3.6-3. SHEETS 53 & 54. CORRESPOND TO THE NUMERICAL NODAL POINTS SHOWN HERE. 10. STEADY STATE THRUST FORCES FOR EACH BREAK ARE PROVIDED BELOW. BREAK POINT HB24-01 HB24-02 HB24-03 HB24-04 HB24-05 THRUST FORCE LBS. 1.921 1.921 1.921 7.921 7.921 11. EFFECTS ANALYSIS RESULTS FOR EACH ISOMETRIC ARE PROVIDED ON THE INDICATED SHEET OF TABLE 3.6-4 ROOM# IISOI TABLE 3.6-4 2000 IHB241 70 RESTRAINT LEGEND: [}-H-{ II II DIRECTIONAL RESTRAINT BUMPER RESTRAINT ISOLATION RESTRAINT GUIDE RESTRAINT BUMPER RESTRAINT WITH ATTACHMENT TO PIPE IFOR FURTHER DETAILS OF RESTRAINT TYPES, SEE SECTION 3.6.2.3.31 ANCHOR CALLAWAY PLANT FIGURE 3.6 -1 HIGH ENERGY PIPE BREAK ISOMETRIC REACTOR LOOP DRAINS INSIDE CONTAINMENT (HB24) REV. OL-15 5/06 (SHEET 50) 1 H G F E D c B A 8 7 H G F E D c B A 8 7 6 430 c TE 6 B2 -01 c TE 955 B27 -07 c TE 405 5 975 c TE B2 -02 * * *
5 c TE B2 -05 c TE 955 4 4 ---' / 0 0 0 N -I "-' j 3 0 () 3 930 c TE B2 -04 HB27 -03 c TE 905 2 2 1 +Y +X +Z NOTES: 1-... -INDICATES TERMINAL END BREAK POINT 2-II -INDICATES INTERMEDIATE BREAK POINT 3. -INDICATES STRESS NODE 4-
-INDICATES CIRCUMFERENTIAL BREAK AT INTERMEDIATE BREAK POINT 5- -INDICATES LONGITUDINAL BREAK AT INTERMEDIATE BREAK POINT -INDICATES CIRCUMFERENTIAL BREAK AT TERMINAL END 7-0-INDICATES BREAK POINT NUMBER -INDICATES PIPE BREAK RESTRAINT 9-STRESS RESULTS WHICH ARE GIVEN IN TABLE 3-6-3, SHEETS 43-46. CORRESPOND TO THE NUMERICAL NODAL POINTS SHOWN HERE-10-STEADY STATE THRUST FORCES FOR EACH BREAK ARE PROVIDED BELOW. BREAK POINT HB27-01 HB27-02 HB27-04 HB27-05 HB27-06 HB27-07 HB27-08 HB27-09 THRUST FORCE LBS. 4.697 4.697 11. EFFECTS ANALYSIS RESULTS FOR EACH ISOMETRIC ARE PROVIDED ON THE INDICATED SHEET OF TABLE 3.6-4 ROOM# IISOI TABLE 3.6-4 2000 IHB271 71 RESTRAINT LEGEND: [@--H-----@ II II DIRECTIONAL RESTRAINT BUMPER RESTRAINT ISOLATION RESTRAINT GUIDE RESTRAINT BUMPER RESTRAINT WITH ATTACHMENT TO PIPE !FOR FURTHER DETAILS OF RESTRAINT TYPES, SEE SECTION 3.6.2.3.31 CALLAWAY PLANT FIGURE 3.6 -1 HIGH ENERGY PIPE BREAK ISOMETRIC ACCUMULATOR TANK DRAINS INSIDE CONTAINMENT (HB27) REV. OL-15 5/06 (SHEET 51) 1 H G F E D c B A CASE I CASE TI CASE ill CASE I'l CASE Y OUTGOING WITH NORMALLY CLOSED VALVE ( REACTOR COOLANT PIPING f s-okRY NOTE: PRESSURIZER SAFETY VALVES ARE INCLUDED UNDER THIS CASE. OUTGOING LINES WITH NORMALLY OPEN VALVES NOTE: THE REACTOR COOLANT PUMP NO. I SEAL IS AS SUM ED TO BE EQUIVALENT TO FIRST FAIL CLOSED OR VALVE FAIL-AS-IS VALVES RESTRAINT INCOMING LINES NORMALLY WITH FLOW NO. NO. 2 _j__ BOUNDARY TEST CONNECTION INCOMING LINES NORMALLY WITHOUT FLOW __i_ BOUNDARY TEST CONNECTION (MEANS OF VERIFYING THAT CHECK VALVE IS CLOSED) ALL INSTRUMENTATION TUBING AND INSTRUMENTS CONNECTED DIRECTLY TO THE REACTOR COOLANT SYSTEM IS CONSIDERED AS A BOUNDARY. HOWEVER. A BREAK WITHIN THIS RESULTS IN A RELATIVELY SMALL FLOW WHICH CAN NORMALLY BE MADE UP WITH THE CHARGING SYSTEM. CALLAWAY PLANT FIGURE 3.6-2 Rev. OL-0 6/86 LOSS OF REACTOR COOLANT ACCIDENT BOUNDARY LIMITS SECTION SECTION ,.,!:ACTO"' C'OO\.ANT PUMP Keo.v Wlll-1 Plt!.NIJM / _/.' LOOP NO.3 SECTION (T'(P; AI..L .C SECTIONED ( T "(,.. A\.L 4 ,..,. IG SECTION© (F()Jt. \.OOP NO t) h.OOP ).<) -<4 (OPI> SECTION@ hVP FOP. l.OOP."$ lfl) 1'2' 9'*6* SiE.A.M lOf\ E6601C Jff0 SECTION@ {TYI>. AlL 4 LOOP5) NO! O,_L'f') RESTRAINT LEGEND DIRECTIONAL RESTRAINT r BUMPER RESTRAINT w """'"" """"' H GUIDE RESTRAINT I a I auMPER REsTRAINT WITH mf ATTACHMENT lO PIPE (FOR FURTHER DETAILS OF RESTRAINT TYPES SE( SECTION 3.6.2.3.3) NO.I 2311. ___ _ 232:1 SECTION@ (TY"P HO. SECTION (LOOt'" NO "" ONLY) P.E:AC1C,:t COOLANT ?uM;. Peeo1e 8RUJ< NO. e801-09 6601-tS ""'NT "" 4 s c; & *O II 12 13 14 IS '" 17 REACTOR COOLANT LOOP MJO SUAQE': PIPE. SRE.AK"i 0£$(.RLPTJON TYP( OPE.NtNG THROH fOR(.( AR(A. L95. - '"""' PSI CJUU0TIN( now 307,3)0 lWI: /'flt1t<i'J.A1 tOOP AAU P5 LoN( I NOZ.ZLL GUILLortNC new &JTT W[l..l) .. ou .. " SA.lwiPL! " LOOP C'I..?W 2' ,. i\lt. t' 2' .. ,. 3' :l' .. ... CVCS AI,.'TERNA'TE-LINE. TO F\CS ')t)I.J;l..J2.EO\ 'S'P$1\AV ""&*O!.P, A.H0 -. .. " P\.l'-'IP >0' ... ,. . f,._OM ...CCUMUL..\1'01\ Pr-.E!iSUF\t'tlfPI. 'Suilt.GE. l..INE TO PU\AF"-"5UCTtON NOTES: 1
IHOICATU TliUoU"l"ll1'401,_(AII1'01loll l * *lolOICAUS IIH4111'01J<tt ) 0 tlolQI(:ArtS.Sfllll($$"()0( e't' W['\TIHIO+Qt$.( lll:f't")
tid - I"(AW; *f 1Nf(ll¥(0tJH( LI-OCATts lCINGITVOI*l. AT '"'T(IIlloi(D\AT£ PO!Nl. G liJ lllfOlCATUCtlliCIJ'Io'f(III(I'HIAliiii(AII At fii'Uioi/HAl 0 INOI(ATUIIII.(A .. I'()llolfNU-..ef!ll l <::>-lto/DtCATUPif'( IJt(A.IUUth.u*H t * (OIV(ft IN U.&ll l*l. SMH I '-4 COAJt($11"0fo10 tO tHI "'IJIIollltlfCM. JO()Ih'Tt JHOw'l'll H( Jtl lO -Sfl ... OY'*STATI THJIIUU l..C:H IJII(,U: A lilt; ,_JtOYI()fO ABOVE I L 0 DlNOTB BRAN<.H NOlZLl Hl.lto49£R OtfiH(.O IN HOlll( Jl .. lHOCATt.!o TERMINAl. (NO Uhi.IT[O AR!4 C!ACUfM'IRENTiot.l POtNT. tl. ... INOK.A.T!S JNT!.RMtl)\.lT( llMlT[O ARtk\ ?OIPIT. !4-J:01t ltt.AC.lt"lR c.c:x:>lANT LOOP ANO !:oURC:aE Ut..£ PIP[ AR< PROVIDED """Sheets 101, 102, 103 and (().4 ofTable 3"6-4. -REV. OL-15 5/06 CALLAWAY PLANT FIGURE 3.6-3 LOCATION OF POSTULATED BREAKS IN REACTOR COOLANT (INCLUDING PRESSURIZER SURGE LINE)
PLAN . ; .. r.<;:ONC. SLAB . . .........
.. SECTION© CALLAWAY PLANT FIGURE 3.6-4 TYPICAL PIPING GUIDE INSTALLATION Rev. OL-0 6/86 I l PLAN SECTION @ Q_ <( (9 P l P E I 4 SECTION EAHM (SEE FIG 3.6-6 SHT. 2 OF 2 Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.6-5 TYPICAL ISOLATION RESTRAINT CONC. WALL EMBEDDED PLATES IN WALL PLATE CALLAWAY PLANT FIGURE 3.6-6 SHEET 1 Rev. OL-0 6/86 ENERGY ABSORBING HONEYCOMB MATERIAL-LARGE GAP RESTRAINT SHIM (WIDTH) E.A.H.M. (WIDTH) SUBSTRUCTURE E.A.H.M. FRONT PLATE MAY BE CURVED C)R FLAT BEND RADIUS FOR CURVED PLATES =0.75 (TH K) EA END SEE NOTEA x NOM. DIA. OF PIPE_--_QJBECTION OF APPLIED LOAD 1/16" THK PERFORATED F R 0 N T Ft -----------
EA. END SEE NOTE A EA. END SEE NOTE A NOTE A: 2 WELDS EACH END AT OPPOSITE SIDES. (FIELD HAS OPTION OF WELDING ANY 2 OPPOS-1 NG SIDES) (TYP) ............ ............ I 2 I 2 1-I I-<.9 <.9 I z <{ z (f) w w w _j _j ......... ......... SHIM (IF REO'D) 1/8" THK BACK Ft .01" THK COVER Ft (4 SIDES) CALLAWAY PLANT FIGURE 3.6-0 SHEET 2 Rev. OL-0 6/86 TYPICAL PREFABRICATED ENERGY ABSORBING HONEYCOMB MATERIAL INSTALLATION CONC. WALL EMBEDDED PLATES IN WALL GAP UPSET RODS PLATE CALLAWAY PLANT FIGURE 3.6-7 TYPICAL UPSET ROD LARGE GAP RESTRAINT Rev. OL-0 6/86 EM 8 PLATE (TYP) SLP.B SUPPORT WHERE CONC. WALL REOID SHIM PACK "II w EMB. Ft----SIZED TO LIMIT PIP MOTION ** .. ... . *,,; .. * ' .... GAP SIZED TO Ll MIT PIPE MOTION RESTRAINT CUT TO SUIT IN FIELD CALLAWAY PLANT FIGURE 3.6-8 TYPICAL CLOSE GAP RESTRAINT Rev. Ol-0 6/86 K p K e K s 1 Jet thrust reaction force (See Reference
5) Effective mass of rotating pipe (between broken end of pipe and restraint)
Effective mass of rotating portion of pipe between fixity and restraint Effective mass of restraint substructure Elastic-plastic clock spring representing stiffness of pipe at a restraint due to deflection/rotation caused by F. (plastic hinge determined by equations in Section Elastic spring representing stiffness of pipe point of fixity and restraint ' Elastic-plastic spring representing energy dissipating device. (Active only in compression -provides rebound capability.) Elastic-plastic spring representing stiffness of restraint substructure. c 0 c s L Ll L2 Effective damping) Effective Distance Distatk:e rotating Distance damping of pipe (effective translational damping of substructure from elbow to restraint from elbow to restraint to effective mass of pipe from restraint to point of fixity g Initial gap between pipe and restraint
Degree of freedom representing rotation of the elbow at the restraint Degree of freedom representing translational motion of pipe at the restraint Degree of freedom representing the motion of the restraint substructure Note

The coupled second order differential equations developed using Lagrangian dynamics representing the model, are solved by a time step integration procedure via computer to yield the time history acceleration velocities and displacements of the defined masses. CALLAWAY PLANT FIGURE 3. 6 -9 LUMPED-PARAMETER MODEL PIPE-RESTRAINT SYSTEM Rev. OL-0 6/86 PERSONNEL ACCESS ( EOUIPME NT HATCH PLAN ACCESS HATCH EL.

,.r 0 9.L REACTOR BLDG. r _ 3_2'§ FROM <t_ OF I REACTOR VESSEL INCORE INSTRUMENTATION TUNNEL SECTION 2'-3" BUTTRESS ACCESS GALLERY CALLAWAY PLANT FIGURE 3.8-1 PLAN AND ELEVATION OF REACTOR BUILDING Rev. OL-0 6/86 FSAR Figure 3.8-2 is withheld per RIS 2015-17 FSAR Figure 3.8-2 is withheld per RIS 2015-17 CALLAWAY PLANT FIGURE 3.8-2 REV OL-11 5/00 REACTOR BUILDING GROUND FLOOR PLAN -ELEV 2000'.0'* AND 2001-'4' FSAR Figure 3.8-3 is withheld perRIS 2015-17 FSAR Figure 3.8-3 is withheld perRIS 2015-17 CALLAWAY PLANT FIGURE Rev. OL-0 6/86 REACTOR BUILDING INTERMEDIATE FLOOR PLAN-ELEV 2026'-0" FSAR Figure 3.8-4 is withheld per RIS 2015-17 FSAR Figure 3.8-4 is withheld perRIS 2015-17 CALLAWAY PLANT FIGURE 3.8-4 Rev. OL-0 6/86 REACTOR BUILDING OPERATING FLOOR PLAN ELEV 2047'-6" AND 2051 '-0" FSAR Figure 3.8-5 is withheld perRIS 2015-17 FSAR Figure 3.8-5 is withheld perRIS 2015-17 CALLAWAY PLANT FIGURE 3.8-5 REACTOR BUILDING PLAN -ELEV 2068'-0" Rev. OL-0 6/86 FSAR Figure 3.8-6 is withheld per RIS 2015-17 FSAR Figure 3.8-6 is withheld per RIS 2015-17 CALLAWAY PLANT FIGURE 3.8-6 REACTOR BUILDING EAST -WEST CROSS SECTION Rev. Ol-0 6/86 FSAR Figure 3.8-7 is withheld perRIS 2015-17 FSAR Figure 3.8-7 is withheld perRIS 2015-17 CALLAWAY PLANT Rev. OL-0 6/86 FIGURE 3.8-7 REACTOR BUILDING NORTH-SOUTH CROSS SECTION
__j <( u 0:: ,_ w :?: (9 z Ci __j -:::> Cll (\) 0:: w >-<( __j 0> @; co
i '1"1 o::l 0> w: Q >-' '.':::! <( co -'# I I COl 1[ *18 @18 t 1 I 3 -*11 (LAYER 5) SYMMETRICAL ABOUT

18@ 9 LAYER 1 ***--*------*-*----1
-* -'--'---* \ \ I i i+-11 I I LAYER 3 BUILDING HOOK ( TYP)--SLEEVE (Typ) *18@ 18 CALLAWAY PLANT FIGURE 3.8-8 Rev. Ol-0 6/86 REACTOR BUILDING BASE MAT REINFORCING-BOTTOM LAYERS 3 _#*11-----/ (LAYER 7) #-11 @ 12 1. ' ' 1 -1 i-8 -*'18 (LAYER \'-.._ ' \ \ \ ""' REACTOR -----H i I ' .......___ ---0 I I __ -"-------LAYER 7 I I I I L #18@ 12 : i . i ----.

*-----1

--3-#11 (LAYER 7) CALLAWAY PLANT Rev. OL-0 6/86 FIGURE 3.8-9 REACTOR BUILDING BASE MAT REINFORCING-TOP LAYERS
11 "18 (LAYERS 1,2,3,4 ¢ 5) REACTOR BLDG f REACTOR 1 1'-o" *11 SECTION@ * * "18---+_J (LAYER 7) "11 *18(ADDLJ WALL ANCHORS *18 (LAYERS WALL REINF
5) CALLAWAY PLANT FIGURE 3.8-10 Rev. Ol-0 6/86 REACTOR BUILDING BASE MAT REINFORCING-CROSS SECTION 4 REACTOR BUILDING 3-*11@ 24 EW-__, (BUNDLED) ct .* :
4 . 4 ** * **.* * .4 . " . I * ...

ll' * .. ""' . "' . *. * .... * ..*. : " .... 4 . , .. "" 2-*11@ 24 EW (BUNDLE*D) 1-*11@ 24 EW ' *

4 .. . " . *. *.. . . 4 * * *

lo

2-*g & 1 -*11 @ 24 E W (BUNDLED)

.. * ..... * .... * * # : ** # * *

TYPICAL SECTION SHOWING SHEAR REINFORCING CALLAWAY PLANT FIGURE 3.8-11 Rev. OL-0 6/86 REACTOR BUILDING BASE MAT REINFORCING-SHEAR TIE DETAIL I II IN_CL_Uf\JE::
__ E:L __ 2_1]_5-O -----r r BEND I POINTS I IF I I *11 ALT. -*----""'-++-!of (EVENLY SPAC D) POLAR CRANE_/ BRACKET DETAIL@ l tl'6 @ I I 1 A I If EL 2140-0 @ 12" L " -r11@12 l r A I :tf II 6 @ 2 4

.,._, '*"' II 11@ 24

II 11@ 24-----EL. 2019'-6" I 3 II EL 1998 5 )/4 I 31 II EL 2012 5 74 TYPICAL WALL ELEVATIOt-J A MATCH LINE 24 II CALLAWAY PLANT FIGURE 3.8*12 REACTOR BUILDING SHELL REINFORCING Rev. OL-0 6/86 Standard Plant
-I , "612 BTWNJ l #11@48 CADWELDED HOOPS (BOTT l "--2 1" RING PLS. ile 24 CADWELDED HOQPS_.t ___ -_J L #6@ 24 (ALT@ 12)(BOTT) NOT.!:_ ADJUST*6 OR"B HOOPS TO AVOID HOIST lNG HOOK EMBEDS NOTE z cr w f-w cr <( ::.> Sli ' @;' .;"I I ' I I (BOTTl 2 CADWELDS(180J
f!@ 1_.:1EW (BOT:f) (CADWELDED)
SQUARE PATTERN SQUARE PATTERN BARS TO BE CUT AND HOOKED UPWARD AT HOISTING HOOK EMBEDS. I L -2*11(TOP) /1, j C-...J PLAN VENTS (4 REQ'D) *g@ 12 EW (TOP) (CADWELDED) SQUARE PATTERN *g@ 12 (HOOPS) (TOP) REACTOR BLDG SYM ABT (Ui':O) CALLAWAY PLANT FIGURE 3.8-13 REACTOR BUILDING DOME REINFORCING-PLAN Rev. OL-0, 6/86
g@ 12 CAOWELDED (SQUARE PATTERN) I A I SECTION@ NOTE O,HEAR TIES ARE TO BE '"6@ 12"x12" FROM EL 2135'-0" @ DETAIL TO 7c 6" DET.AIL TO 4'-5" THE DETAILED LENGTH IS PROVIDED FOR CONSTRUCTOR FLEXIBILITY IN RESOLVING INTERFERENCES WITH THE AND TENDON *6 x 9'-TO MATCH RADIALS ""6@24-AT SPRING LINE (RADIAL! c:l* BUTTRESS ELEVATION AZIMUTHS 161" ¢ 281° POINTS SL:(J_<\:3'-
o"
___
EL
ALT. ELEVATION TO TOP OF BAR NOTE: FOR ' SPACING ill@ 1'-oY2" SIZE SEE 6V2"-SECTION -DOME SHEAR TIES EXTENDED (TYP) TYPICAL SHEAR TIE CALLAWAY PLANT FIGURE 3.8-14 REACTOR BUILDING Rev. OL-0 6/86 DOME REINFORCING-ELEVATION SHIM-----. (AS APPLlCA BLE) ANCHORAGE--""'
GREASE CAP FACE OF CONCRETE SEMI-RIGID SHEATHING TENDON RIGID SHEATHING SLEEVE ' .-#-'* I ,' ' BEARING PLATE CALLAWAY PLANT FIGURE 3.8-15 REACTOR BUILDING TENDON ANCHORAGE SYSTEM Rev. OL-0 6/86 0 Ql ..... f I WALL PLAN (HORIZONTALS) B cr,61' r'l OOP LAST H TENDO NI <Y EL 218 5'-111/2" SPRING EL 2135 '-0" 2 079'-4 11 -----TOP OF LINER P 1998 LATE ' :y, -5 4 I I --I I TENDON 26 BA7 --I I I ,-"!_ENDON I TENDON 55 CB, !--------J_ -"'TENDON 55AC y v II\ T_ENDON __ 45CB ----.. TENDON L TENDON 45AC I I TENDON 26AC] EL 2057'-6" I I TENDON 1CB / L__TENDON 1AC WALL ELEVATION HORIZONTALS I 2078'-4112' LTENDON \ I I .X ' \ I \ I OPENING (,).I I I EL 2077'-5" 25CB, I I I TENDON GROU 2 DOME PLAN ( VERTICALS) z 0 0 z w 1-CALLAWAY PLANT FIGURE 3.8-16 REACTOR BUILDING Rev. 01.:0 6/86 TENDON AND BUTTRESS ARRANGEMENT LAS; HOOP 1ENDON !'_ L. _____
__4'-. o.:_l FOR SEE RAOIU':> FOR flOOP 1ENOON':>
VARIES RADIUS FOR ;ENOON GROUP " 1 A'-N-0 GROUP .. '2 CONTINUATION SECTION@ REACTOR BLDG. SECTION *;4" LINeR R ,..Il II OF-fiO_O'= __ I r 1--o 1: LOC.\110N OF LOVIIES1 _ ( HOO_F'_ _ _ 4I I I I I 74*-o';," 1-------/ 2'-ci 0 SECTION CALLAWAY PLANT FIGURE 3.8-17 REACTOR BUILDING TENDONS-SECTIONS Rev. OL-0 6/86 <f> z .<( oc t-r L HOOP TENDONS --POINT OF
C?,

I o, I __ L 1 '-71/4----
2'-4 3/4 11 LINER TENOON';; OF COMPOUNO CURVE SPRING LINE __ _RADIUS FOR TENDON GROUP "*'I VARIE';; -------POl NT OF TANGE.NT 1 II /'4 LINER TO REACTOR BLDG. SECTION BUTTRESS 12'-o" POST TENSIONING SYSTEM SUPPLIER SHALL INDICATE TANGENT LENGTHS FOR WALL AND DOME TENDONS -----r---7* ' TYPICAL BUTTRESS DE TAlL CONSTANT BELOW EL 2135'-o" GREASE CAP 0 ' 0 " 0 -' CALLAWAY PLANT FIGURE 3.8-18 Rev. OL-0 6/86 REACTOR BUILDING TENDONS-ADDITIONAL SECTIONS =o -' Ol A MATCH LINE A \-C5* 6.7 (TYP) FLOOR LINER ft SECTION@ TYPICAL SECTION THRU WALL LINER PLATE EOUAL SPACES@>1'-3"(MAX) PLAN-TYPICAL SEGMENT OF LINER PLATE SPRING LINE _l __ _ MATCH Ll N E ---____, 0 A -' (XJ GUSSET II!. Y4" ll {TYP) , A ? v A CALLAWAY PLANT FIGURE 3.8-19 Rev. Ol-0 6/86 REACTOR BUILDING LINER TYPICAL WALL SECTIONS " " ,, If'.. 1f4"x s1!;t{TYP) -re_ 1!4" . x s:V2 "(TYPl PLAN ---ft. %" x s"Y2" ( TYP.) \ I REACTOR Ol-0 CALLAWAY PLANT FIGURE 3.8-20 REACTOR BUILDING DOME STIFFEN LEINER R PLAN C. t REACTOR BLDG. ?YMM. Af)vUI L --p I DET DET 3 \ 1/4" LINER It--\ \ _!_ _____ -CALLAWAY PLANT FIGURE 3.8-21 Rev. Ol-0 6186 REACTOR BUILDING LINER TYPICAL DOME SECTION 1J2"1NSERT it. DETAIL 0 II:' lJ... 0 t-w oU.: DETAIL -.. ,*: L 5'x 3"x 1 14 I LINER If.. DETAIL CALLAWAY PLANT FIGURE 3.8-22 Rev. Ol-0 6/86 REACTOR BUILDING LINER DOME DETAILS FOR SECTION HERE SEE FIG. 3.8-24 EL. 1998*-6 .. EL. 1997*-6 .. REACTOR --PRIMARY SHIELD WALL <[ REBAR ANCHORS w I CADWELD SLEEVES FOR PRIMARY SHIELD WALL. CALLAWAY PLANT Rev. OL-0 6/86 FIGURE 3.8-23 ANCHORAGE AT REACTOR PLAN VIEW E L 6 11 REBAR (BY Fl ELD )--'---' CONC ANCHOR EL 1997 1-6 11 CADWELD SLEEVES
6 -..... .. . . . 1::>

LJ ' /) . . . II REBAR (BY Fl ELD) -* * <r A

LJ-* **. *"" TO ct_ REACTOR II Y4 L I N E R fE. CALLAWAY PLANT Rev. OL-0 6/86 FIGURE 3.8-24 ANCHORAGE AT REACTOR TYPICAL SECTION 3 11 TESTING PIPE <t-4 BOLTS FLOOR LINE I> ....... . . . . .a ' "' , . " ...
COVER . . . SEA L
-'-:-.:. -t-tt-t'---P-FLOOR . CHASE V4 11 LINER ft **IJ* ',.6'. : : .... * . . -. I :**/BASE SLAB ........ : PIPE-----.
GROUT HOLE (FILLED wj CONC ) BOTTOM OF BASE CALLAWAY PLANT FIGURE 3.8-25 Rev. OL-0 6/86 TYPICAL ANCHORAGE THROUGH BASE MAT FOR NSSC EQUIPMENT SUPPORTS .,;..:,.: r'RADIAL STOP" BRACKET 1'"i>VENTk PLAN -"EXPANSION END" BRACKET( E) PL 1"x 16"x 1'-2(TYP)-J 1>1 " I n X 6 X 1 -2 ( T yp) TENDON SHEATHING STOP **t* WJ ) ,,/,. 14 STIFFENER __ SECTION@ /TOP OF BRACKET I PORT rtY2" X4" J. NS 4-FS 2" ft BEYOND 1" ¢ VENT HOLES SECTION(]) * fl 3' " -0 L," INSERT PL (TYP) J !'"""' TED HOLES BLG SLOT-* REOD m " 1 1/4 PL WT9 END" BRACKET ( F) II II il II II II II II II II " II ,, II " II IJ ,1 l! l! II II II II II II II II
',' I:,: ,, ' LJ LJ ---SECTION -o" CALLAWAY PLANT FIGURE 3.8-26 REACTOR BUILDING POLAR CRANE BRACKETS Rev. OL:-0 6/86

=-*--_i_ :I BETWEEN SLOTS PLAN TOP OF 1;4" LINER 112" INSERT -It ft 2"X10"x0'-1F 1" WEB f/?.-r11 : l ;..,_TENDON 2" If. BEYOND 1'-8" -1 .. ,": ** .. 'Q.;:, ;1"cp VENT HOLE(TYP.) -h 1-----' PLAN ll l70'01/4"R OUTSIDE FACE LINER OF BRACKET Lf:J 1 14" LINER ft \ BRACKET fi 2 "X5"X0'-10" Y2" STIFF Ff. N.S. t FS. 1;2" INSERT IE \ (n _, N _______________

__.__ ,_ 1'-5" ...1 CALLAWAY PLANT FIGURE 3.8-27 Rev. OL-0 6/86 REACTOR BUILDING SHELL TYPICAL BEAM SUPPORT BRACKETS DOME STIFFENER L TYP 180° DOME STIFF WT5 15 t16 DOME STIFFif.)4" X '5 Y2 11 L5x 3 _T_Y_P __ --.o-< I 1 II r-70-0 TO O.S. FACE OF LINER ft. WT9 VERT. ANGLES SECTION 2-WAY SPRAY PIPING SUPPORT DETAIL C) ELEVATION (14 PLACES) DET. REACTOR BLDG. (SYMM. AB T. <t_ ) CALLAWAY PLANT FIGURE 3.8-28 Rev. OL-0 6/86 REACTOR BUILDING-TYPICAL PIPE SUPPORT BRACKETS IN DOME W LINER ft l t--2 .. PLAN TYP. AT ALL TEST CHANNEL INTERSECTIONS TEST CHANNt.LS** )4" LINER ft AND/OR ANGLES I I 'fl' . -v* .<J 4 .
M4 SECTION@ -(l, ID t-70 1-0 11 TO <i. REACTOR BLDG. I EL 2000!.. 0 11 : _,._ ____ _ . : .11. * .. : _:. I . : :a* .. I ...... : I EL 1998 1-6 11 T. 0. R.. I I I . .4 II --------Y4 LINER PLATE ---L3x2 C 3x4.1 wfr4' CAP VERTICAL JOINTS IN LINER AND TEST POINT LOCATIONS r----}4' GUSSET C5 TYPICAL LEAK CHASE ADJACENT TO WALL CALLAWAY PLANT FIGURE 3.8-29 Rev. OL-0 6/86 REACTOR BUILDING LINER PLATE LEAK CHASE-TYPICAL DATA TRUMPLATE;,S . _j"----11'18
___ 6 1-.9_11 -6 1-0 11 SYM.ABT.,l BUTTRESS PLAN OF BUTTRESS @ SHELL WALL _I\_ I I I I I I el .I ., I I I :' *
I I I I I I I I .I o** 0 ., el " 0 *:

0 : It * " n.e 0 ., oel *' *' p---'lf11 E.S TRUMPLAT E TYPICAL BUTTRESS ELEVATION CALLAWAY PLANT FIGURE 3.8-30 REACTOR BUILDING BUTTRESS DETAILS Rev. Ol-0 6/86
/ / / .............

f-------1 I I I I I i I I I I ............

.............. '-.... ------1 -------) ------.,.........

/ / / ELEVATION CALLAWAY PLANT FIGURE 3.8-31 REACTOR BUILDING EQUIPMENT HATCH OPENING Rev. OL-0 6/86 co # ( TYP WALL) . . . . . . . . . * * * * * * * * *
s'-o" SECTION J @ 1 r I -:l'-9 (TYP WALL) EL 2066 1 6 11 TYP WALL Vv, . *

11 (TYP WALL) SECTION

18 HOOPS CALLAWAY PLANT FIGURE 3.8-32 Rev. OL-0 6/86 REACTOR BUILDING EQUIPMENT HATCH OPENING -TYPICAL SECTION I I I I -;;+/-:;; r-t!+\. r--r-17 [\, lr-L 21'-Q lll 1-" #14 e---1-1--__.,--1-2i!18 E.S #11 ---EI5
!f i\ -j j, ... *-l-ED D I ( ) ( \ -- r-E \ \. _) ---,.! -v J) (I\ y I I i I I I r------1-1-----I L() 1C 611 .. 10_ ---1--] ........ f----2.1': 0 11 --I-/ I / -- / 1 \ 8 \ -'?, '\ ---;; '&:::,, I 9 I '"" I :1 __ :,t-----S2 -_, -----* I f-I 91111 ----(AS SHOWN) jv J _, 0 '0/ I y "\. 0-QC/ O* '\ " / v -------T "" r-... 1-. II !-"' /v ,, -m ol ... 1 I I ,_ f-c----i-*----I I I I 20' O"(ALT _ _2Q::_()"(AL T) 1'. j--:r--119-\!) (*\ 5*11----"-0 TYP) v : ------I )--(\Ji-7 "\ ---7 '\' ---**---)-(,\ -f------\.__ J \.__ v r--1"---\.__ _./ 4"'11 s' 6il 1-s' 6 11 1l -r7 ('\ () -----------------r/ f I I --------,---31!18 I __. -r-lr-3'11'18 tli -r u -f---, ------f------CALLAWAY PLANT FIGURE 3.8-33 Rev. OL-0 6/86 REACTOR BUILDING PERSONNEL HATCH OPENING-INSIDE FACE. SHEET 1 OF 2 f--y*-3 j 9'*3" EL 2051'-2" *-" I r'--,__ L .. '\ 20 0 -+-) (r--.. I II [E"' 1\.vr= ---;_,; I I-" " v v II 1 // --i-+++++++- -v.* 'G ;, #18--Y) -t_<< (() I v N \.-<... (() " Q: 0 ' (!) ' / lY ....... f.----* 'lf---1--3 .. 18@ 12" 'f=r--..... .-...... 1---' f--: lQ'd' t--1\ ...... T I ..ic/ 6 10 1-6 11 ---\f-1-E :1 KD E r---1----[ .\ 1---rrf)_u,r-_-_--_*t-+-1-llf-r- +-[\t+--1--l--l-+-++ ....._.-1------ +-1---+1-- ---ft---* ___ -+__--r---+-- ---l'.::v .-1\-,. V '-V \ . -* -4 it 1 1 e'- .. _ H-_ ,. __ 8':6" 1-CD CD -() --------'" ---+-+-11-+-
-* CALLAWAY PLANT FIGURE 3.8-33 Rev. OL-0 6/86 REACTOR BUILDING PERSONNEL HATCH OPENING--:-
OUTSIDE FACE, SHEET 2 OF 2 T ---r-rT rr-r* * -T *
MAIN STEAM, MAIN FEEDWATER
¢ BLOWDOWN LINES (PENETRATIONS PARALLEL TO rUTr) 1 L 0 Oo ------ I 12* 0 I TYP) T 6 0 ITYP)_ - J 1- -+:'.a" .... ...... ,0-6' ---(T ! I I I J j--1-------- c:p-t-I J I =-r l "' / 1':, " 0 -:(r\ - II =-1--3 :It 11 -------1--'I-10 1-6 11 p !-+-p CTYP) H-i= @ r:J) # EL.2039'-o" +--+---<-@ ITI ll I ((} EL.2028'-o" ""' VERTICAL BARS CADWELDED ARE #18 1S ( TYP.) CALLAWAY PLANT 1----___;: __ FIGURE 3.8*34 REACTOR BUILDING MAIN STEAM AND MAIN FEEDWATER OPENINGS-INSIDE FACE Rev. OL-0, 6/86 l I II 23 0 r -: , 0 , ... f--* -* f----MAIN STEAM, MAIN FEEDWATER -**¢ BLOWDOWN LINES, ......... -(PENETRATIONS ARE PARALLEL TO AZIMUTH o* I I I I II 12 0 (TYP) -r I id' +----+ l ; I ,-*-+--+--+---l--l--1--+------+'"- --r----. --l ' ' .. I I ---+---.... ........... s--------.:::1 I I t I I 1--, '-. ---,_, -L---* 1 (T Y p) ---:-+=f-!---c+-c*-*-
!-*1jo1 4 @ 16 il ** PLACE AS I I I nil, I ( TYP) SHOWN I I i I I I r-"-1 II 11-0 2 3 1* o" (TYP) E.S. -j f*' 15'-o" :: !:=-=='=-' ='-!=* =---,""""'"' _ 7',0" [_l--r-*-1r.-'-h=l=-*=,=*
='"=*=- ,_-,....----
I 7 1 0

" EL.2039-d' EL.2028'-0" Rev. Ol-0 6/86 r--. l.L w 0::: :) t( 0::: w (}_ 2 w 305-285-265-245-225--205-185--165-65-25-TIME (SEC.) 195 530 1540 6540 11600 STEADY STATE 0 0 6 + '\} X 0 -,
0 .5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 DISTANCE FROM INNER SURFACE (FT.) CALLAWAY PLANT Rev. Ol-0 6/86 FIGURE 3.8-36 TEMPERATURE GRADIENTS THROUGH REACTOR BUILDING WALL FOR DBA (POSTULATED PRIMARY COOLANT LOOP BREAK) .-' I :: (\f .::! .-0 -.-,, l w -z --0 _J 'I 1.0 l9 M z .--(\f 0:: a.. ...J w :::: 0 I -0 II V/l " r------___ II 0:: <..0 'I co Ol (]I .-...J w 0 -* M u<D <(0 " w_j ._I o::OJ (J) ,\ '--/ f-r-t-t-+--V/£ 6 t-t-/1 I r-r-_t__l_ . :: M . ,I " (]I .-...J w . 0 -,m /1 . . -II I -CALLAWAY PLANT FIGURE 3.8-37 FINITE ELEMENT MODEL FOR AXISYMMETRIC LOADS-STR. :: -.;!_ M .-.--I M \i) (]I ---: ...J w Rev. OL:-0 6/86 (f) :::::> 5 <{ 0:: -11 0 _, 0 " t I II EL. 2135-0 SPR.IN(i LINE CALLAWAY PLANT FIGURE 3.8-38 Rev. Ol-0 6/86 FINITE ELEMENT MODEL FOR AXISYMMETRIC LOADS-DESIGN r-J ,( ..-0 <.0 'I 0 CX) f'-. O'l II (1l 0:: ..J w 6 11 ji[l[l[! ' l_jllljljljl l l l I t+-t-+-t-t++t--- --f ----1------*------ ttt'r**t--tt--+ *--J' ----------------. ------1 I I II I t--ff, --. --r---+-t+-++-t--t------41--- ---1---------** ... ---* -I --------r---------t--------- r-** -----* ***------- t-* t-rr-t-1--t--r--r------ ,, t+-t-1--t-t++t--+--t--t-1--1"--+--

* ----------*-----------+-------t-

--*-----+---- f-HI--1H-t' '+H-t--H-t-+- f--- -*--

t------+ .. -.. -+-**-*----+--rt . t*-r-1 -----*-------. *-**------*** ---t------ +----1------+--
-----------., --*--------+-----
+----------j--* ---*** -----. .. --* 1--------*-

J FIGURE 3.8-39 FINITE ELEMENT MODEL FOR AXISYMMETRIC LOADS-FOUNDA. MEDIUM CALLAWAY PLANT FIGURE 3.8-40 FINITE ELEMENT MODEL FOR NONAXISYMMETRIC LOADS Rev. Ol-0 6/86

\ \ \ \ \ \ \ \ r -.......... ..........__ ---r--_, .J CALLAWAY PLANT FIGURE 3.8-41 Rev. OL-0 6/86 FINITE ELEMENT MODEL FOR EQUIPMENT HATCH-ELEVATION SECTION CALLAWAY PLANT FIGURE 3.8-42 FINITE ELEMENT MODEL FOR EQUIPMENT HATCH -PLAN Rev. OL-0 6/86 0 0 . 0 0 ih I r-'--0 81 0 co co {")I (j) . . C\JI I {") 3'-0" 2'-0" I 5'-0" 0 0 <.0 1.() I"-...--(j) ...--* r' <.0 2'-8" 2'-4" I,..... \ ,...... I 0 I"-<.0 {") . 0 ...--3'-0" 0 0 (j) 0 L() L() 1.() I"-. . {") <.0 ...--...--4'-0" 4'-0" 4'-0" CALLAWAY PLANT FIGURE 3.8-43 FINITE ELEMENT MODEL FOR PERSONNEL HATCH 0 0 """ (j) . CJ) ...--b I 0 I 0 -' """ 0 {") I -C\1 : OJ .I C\1 b ,I N : 0 ,I {") Rev. OL-0 6/86 z 2 0 -' 0 "" 0 PLATF LIFT W16 SUPPORT BRACKET BOTH HOISTS OPERATED WITH COMMON CONTROL: SAFETY LATCH N.S. r' FS. STIFFENERS-L3x2x1;4 (3 1L3" O.C. (TYp FOR 1;4" LINER f> EL 2069'-4" W16 BRACKET
I :I r: r1 1 : : : : ' ,-__STIFFENERS-: : r; L5"3"1;4 G ' ' :I 1'-3" oc. (TYP.) LJ ' 2"1NSERT ft_(UT) ' ' ' ' ' ' ' ' I I 1 I 1 : :*i :II u u LJ ;1 :1 I I I , 4: 1 : r ---------.-....!=_--=
-::=--:1.---

_j-=.-.=-..:1..

CJ:. VERTICAL LADDER WITH CAGE OMIT CAGE BAR FOR SIDE ACCESS TO HATCH PLATFORM (PLATF SIDE ONLY) ELEVATION (FROM INSIDE) I u <! I L 3'x 2" LADDER W/ CAGE ACCESS PLATFORMS I II EL 2056-6 I II EL 2047-6 1 II 1'4' Ll N ER ft SECTION (;::\ --o CALLAWAY PLANT FIGURE 3.8-44 REACTOR BUILDING EQUIPMENT HATCH Rev. Ol-0 6/86 EL I II 215t-2 PERSONNEL HATCH _J w z z OI 1 U}U = 0 D.. I or-I ("') ' J L __ 7o *-o"To <t ,... ... REACTOR BUILDING D : ... I -EEL FLOOR J ST I II EL 2047-6 '. *: L __ . ' . . ,*. I I I' ci = 0 ,......_ I z ()) -2 CALLAWAY PLANT FIGURE 3.8-45 REACTOR BUILDING PERSONNEL HATCH Rev. OL-0 6/86 -<t_ AUX. ACCESS (/) (/) w UI uu <(I-I EL 2013 1-5 11 '<( SI :J <( (:).1 = b co I -m j Q) ...... REACTOR BUILDING 14'-o" 12'-8 II I i ** ... * .. 'n11 * ... /I" *n. Jill .* . . . .. 1-='1 ... -= 0 I -tO d -z CALLAWAY PLANT FIGURE 3.8-46 REACTOR BUILDING AUXILIARY ACCESS HATCH Rev. OL-0 6/86 NOZZLE 4'-o" NOMINAL ...... ..... '* t* II' r.*. 7o'-O 1 14' RADIUS OUTSIDE FACE OF LINER It "B" 1f21NSERT IE(UT) OR 3;4' INSERT IE (U T) L 3"x 2'x 1 14" L4"x 3" TYPICAL PfPE PENETRATION-TYPE 1 FLU ED HEAD PENETRATION 4'-o" NOMINAL 70'-0 1 14' RADIUS OUTSIDE FACE OF LINER ** ... -.; *** .. *.* '* , ... .. <nC "B" 2'-o" 1f2' INSERT IE (U Tl OR 3;4" INSERT IE (U T) L4"x 3" TYPICAL PIPE PENETRATION-TYPE 2 CLOSURE PLATE PENETRATION I tl 4-0 NOMINAL *.:..o ....... .. .... NOZZLE "* **"* t . PJ ........ ..... , :: It " --" ,, II I!
/1.+ .... ..... 7 ..*. ii II It II 'I I .. RADIUS .... --.. 10-o OUTSIDE FA C E OF Ll NER I!-.. [PI CL PE CAP OR OSURE PL. i -j _..* TYP PIPE PENETRATION-TYPE 3 PENETRATION SPARE BLANK! NG CALLAWAY PLANT FIGURE 3.8-47 REACTOR BUILDING TYPICAL PIPE PENETRATION Rev. OL-0 6/86
.1. p LEAD IMPREGNATED SILICONE FOAM '-1 v 60'-11'1 TO ';>" . . *:1'. .J>. . ' *<7*. .</" _j <( z <( u a:: w lL lf) z <( a:: _j !l'*r __ i ___ = __ =_:::: __ i J I>*.)> 4.4 p. .. </ I 4 l !;ELLO;:S 7* .. A 11 v A. t;: LEAD IMPREGNATED SOLID SILICONE ELASTOMER S.S. SLEEVE P . >; *. *t>. * .. <: .. *" r LEAD IMPREGNATED . p* ::i.;,_* t SPLICE SILICONE FOAM 4:o (MIN) (ALL SIDES) t> ;, _:_!>'-'-. _________ ____:_-'-'--'*"-;**. '>1 . ULRECESS COMPRESSIBLE _I*"*". MATL 3" (TYP) -FOR CA.RBON STEEL NOZZLE FUEL TRANSFER TUBE PLAN 0 ()) 0 -I _j I' 0) a:: f2 u <( w a:: <#--68'-g3ta" TO <t_ REACTOR BLDG. ' 'J I FUEL TRANSFER TUBE INSERT ft. LINER It =.Ee2_A C_TO R BLDG. SPLICE PLAN-NOZZLE FOR FUEL TRANSFER TUBE Rev. OLL 6/86 1----.::C:.:.A.:.:L=.:L=A...:.W.:.:..:A...:.Y...:........::P:......:L=A:.....::..:....N:....:T _____ I 1 FIGURE 3.8-48 REACTOR BUILDING FUEL TRANSFER PENETRATION I I i f i f 4'-o" NOMINAL 70'* 0 1 14" RADIUS 3'-a* OUTSIDE FACE OF LINER It "B _} I ;.i.l; .. t vL 3 11 x 2x 114 11 **,' .. , 4" -foo 112" INSERT Ft vrl 1-112 ft. ...... . -).', *. NOZZLE /' II ,, / II ,, ill ,, -:1: -,, II '* [I; II ' 0::: _J >-_*.*,. t:. .. * .. . , . ,* *J . i i .. : . ELECTRICAL PENETRATION CALLAWAY PLANT FIGURE 3.8-49 REACTOR BUILDING ELECTRICAL PENETRATION Rev. OL-0 6/86 4' 0" NOMINAL -3'-8" I II 2-0 fL-ft_ 4" IV f-\ . .a I \.ll I I II I ' I II I II NOZZLE II II II II II II :I '-----' l,,2 .. :...: It ;* 8 :.: PURGE LINE 70' 0 1 14" RADIUS -*B OUTS I DE FACE OF LINER I") t -' : -'fl II ' ,sax 2"x12" BAR II II II II II II II II II II II INSERT It lt. CALLAWAY PLANT FIGURE 3.8-50 REACTOR BUILDING PURGE LINE PENETRATIONS Rev. 01:0 6/86
EL 2014'-e" "PO CONC. EL 4" T;b LINER IE'. EL SECTION CALLAWAY PLANT FIGURE 3.8-51 Rev. OL-0 6/86 REACTOR VESSEL SUPPORT SYSTEM -ELEVATION t PLAN AT EL $REACTOR I 2014 1-6 11 9'-2i-2" 1' WEST BOX 2'-9" SUPPORT --+--w I ==t--=-I I --v 7 r)y : rJ', l, 7 I ll t-+ I ---I 1 I I I \* ..

I I ... I ., l I I I . SECTION CALLAWAY PLANT FIGURE 3.8-52 Rev. OL-0 6/86 REACTOR VESSEL SUPPORT PLAN I II 1-0 REACTOR LIMIT STOP GENERATOR (TYP) REACTOR BLDG. Cf_ REACTOR / / / / / PLAN-STEAM GENERATOR UPPER LATERAL SUPPORTS ffi I' _, N l fE. 4"x 33"x 3'-Q"(REF) 1 3'-Q"
\ 3'-3" 3" IE I I -. .-------. 4 :,1 . --_j_ DETAIL @ 4'-10"(REF) DETAIL @) CALLAWAY PLANT FIGURE 3.8-53 REV. OL-15 5/06 STEAM GENERATOR SUPPORT UPPER SUPPORTS E£ REACTOR I I STEAM GENERATOR ( TYP.) = -REACTOR BLDG. ++ -& REACTOR -= REACTOR BLDG. PLAN -STEAM GENERATOR LOWER LATERAL SUPPORTS :::: 0 ... "' :::: 0 .. I "' TYP. SUPPORTS *. * ** J I II 4-8 :: (\j --(V) ... I 31f2" ci> RODS DETAIL@ CALLAWAY PLANT FIGURE 3.8-54 Rev. OL-0 6/86 STEAM GENERATOR SUPPORT LOWER SUPPORTS -. . *.: ll. -_ .-. GEN. COLUMNS (TYP. OF 4 ) DETAIL@ SUPPORT STRUTS EL.2045'-o" SUPPORT RING EL. 2044'-103/4" <l LOWER LATERAL :-==:3=1lf-L SUPPORTS EL. VERTICAL COLUMNS BOTT. BASE Fe.. EL. 200f-10" f< ["BASE -====-.L1 EL. 2001-4 I II EL. 2014-6 STEAM GENERATOR ELEVATION VIEW CALLAWAY PLANT FIGURE 3.8-55 REV. OL-15 5/06 STEAM GENERATOR SUPPORT ELEVATION 0 _, c::: ; I; . ;* p. '* .. *. --t--+ -. BLDG (\j _, 0 '<f SECTION@ PLANT Rev. OL-0 6/86 FIGURE 3.8-56 REACTOR COO LANT PUM SUPPORT EMB p LATERAL EDS CROSS-OVER LEG ,, ,, ,, ,, ,, LEG ROD COLUMNS CALLAWAY PLANT FIGURE 3.8-57 REACTOR COOLANT PUMP SUPPORT DETAILS Rev. OL-0 6/86 --_, REACTOR BLDG --+r=ACTOR PLAN AT 0 05,-7, '
TO EL 2
/R.V. *6-U BARS SUPPORT (TYP.) RC LOOP PIPE TYP (ABOVE) #6UBARS EQ. BLDG. I n-: t
I . f .v / / / -
= 90°Vit' 45 f>. (ALTERNATE ..,. Rev. OL-0 6/86 I II 1997-6 TO PLAN AT EL. ______ __ FIGURE 3.8-58 R CAVITY PLAN -; 7" REACTO 97 , 6 , TO 2005 -ELEVATION 19 ----- -TO Llf'.ER If.. TO C EL 2021'-7,-EL 2011'-6" I i-*11 BDL PLAN AT EL TO EL 2021'-7" CTOR BLDG EACTOR a* -REACTOR CAVITY '*"11 "18 X PLAN AT EL 2011'-6" TO EL 2017'-5" CliVI TY REACTOR BLDG RF: ACTOR 1o I I TO LINER If.. I J EL 201T-6' j ' . *1B I 1 6 TIES f ' ' ' v I PLACED 8l 1 WUc N U BARS(TYP) / CALLAWAY PLANT FIGURE 3.8-59 Rev. Ol-0 6/86 REACTOR CAVITY ELEVATION 2011'-6" TO 2021'-7"
j SHEAR TIES *6 -----+ttr/ I
.::t---*,, u.: w I [.1 a> -TIO REACTOR -------1-;---;---1-'-
't , .. 6 TIE CAVITY C.J....El...20.9c1Q _ T-..-1 BARS l: I !'14 *1 --r-t:iooF>s r-----1 ---EL 2039'-6" CJ EL 2011:0* ',, . ::::., --. ll) ;0 '0 I :::::o "* 0 T/0 CONC =I _ _._E .... .. ,
i P.-" "* .R= 9'-7"_ ____ T/0 LINER It EL 2047' 6' "'
______ ;-sHEAR TIES--'!1"6 _j M--'---:/1...--tol EL 7' T!O REACTOR CAVITY i J -l- 0 ---- .-4 CAD WELDS I _ --f(ALTERNATE) a> L * '_::___ --t #18'-J----- lJ..,t-1r
----u C'l 1 t4'S.S LINER 1 0_ ' -p-#18 --i --CONST JT __ E L _. 20_1_1' 0 .* ---, r----.f ..--CADWEL DS I cJlv-----(ALTERNATE) 1 SECTION #<0 FIGURE 3.8-60 REACTOR CAVITY ELEVATIONS
.. I, ., FIELD REQ'D 180 ° S.ECTION I 'I R N' b (j) REACTOR 0: 0 I-V 4: w o* o: PLAN AT EL 2014'-6" CALLAWAY PLANT FIGURE 3.8-61 REACTOR CAVITY NEAT LINE Rev. OL-0 6/86 CALLAWAY -SP Figure 3.8-61a has been deleted. Rev. OL-7 5/94
CJ. l "7 TIES """--"_" _______ - REACTOR BLDG. "" "" EL " .. TO. CONC ." .. EL 2025'-11" TOC. (TYP) *'11 *'14 <f. REACTOR CJ"-,. """ D CALLAWAY PLANT Rev. OL-0 6/86 FIGURE 3.8-62 SECONDARY SHIELD ELEVATION 2000'-0" TO 2025'-0" 180° -1* -lj-[T-l 4 BLDG. ----it'-O REACTOR 11-----9 CALLAWAY PLANT FIGURE 3.8-63 SECONDARY SHIELD ELEVATION 2025'-0" TO 2047'-0" Rev. OL-0 6/86 EL2048'-e* c.J. EL. 2036'-o" 1-1 ft _.::::C-:.=.J.:_. --:---::- EL. 2o25'-o" EL 2 02 6 '....:- ____ _ 1-- v-#e v EL 2020'-a* EL 2018'*0* CJ. EL 2012'-0" ----r-, DOWELS ., i E L 2000'-0" I \\ \ EL 1998'-6" 4-2. * ...,:\ LINER Ff..:J SECTION j -y I I II i C.J. EL. 20bO-O 10 :1* (/) w ::.
I' EL :D26'-o :it ===== r:t2 (/)
w 1-'9---/ .--...:!!9 t.-CJ EL 2036'-0" l.L w CJ. EL 2024'-0" C.J. EL 2012'-0" I..L w LINER ft- "'9 SECTION f1 CALLAWAY PLANT FIGURE 3.8-64 SECONDARY SHIELD SECTIONS Rev. OL-0 6/86 EL 2065'-9" --... **I'-.'< ' '. -**.*y C.J. EL2060'-Q" -.-------0 -1 .. ' 0 '*.:>. I 0:: !_ w > U') # * # 11 C.J. EL2050'-0" ---------0 0 0 L___ .. 0' . CJ EL2047c6" .. * *, ; = I = It ' It I It I P' ,fO I u: (/) w w -0 I 1-. o* ** .. *<>'*_:. -"ll *o 0 OJ VARIES c :41: r---"6-,;41 1-EL.2025'*0" 0 <3. . 0 a:Ji t-' 0:: i"l w 1----*11 _V I > v11 I* ""' ;-o-.-o -0 0* ,6_ I-EL.200B-8' #e .._ * ... j -#11 i" DWLS. --.-. :! #11 ... : ... I I . DWLS r* .. .. I ' !-' I EL 2ooo:..o* {:#: .. 1 ] ...... t.cJ/ I '--"'11 OWLS LcJ. I I SECTION@ .I SECTION@ CALLAWAY PLANT FIGURE 3.8-65 Rev. OL-0 6/86 SECONDARY SHIELD ADDITIONAL SECTIONS , , I> .. ,/. "" , .. / , PRESSURIZER , , (TYP) t> , <t_ RING GIRDER AND ANCHOR BOLTS W8x17 PRESSURIZER SUPPORT AT EL 2029*-6** 0:: w N 0:: tf) tf) w 0:: 0.... *ey:r--<.9 0 _j co 0:: 0 0 t-1-=(Y) u I <( N W M 0:: I I L. I PRESSURIZER I 36 1-3 11 TO q_ REACTOR BLDG. ' ,' \ I I ' / . "' " . t:. ,' ___ ::___/ PRESSURIZER UPPER LATERAL SUPPORTS CALLAWAY PLANT FIGURE 3.8-66 PRESSURIZER SUPPORTS Rev. Ol-0 6/86 CONN. PRESSURIZER l 0 .... (\J l. WALL <t UPPER LATERAL II SUPPORT EL 2055'-4318 -*--o .. 1 II EL 2029-6 .. '.-......__../ PRESSURIZER I II 3-0 -II l -t ..,.. EL r-,--+ -------,.. ,... /1 2 THK fe. j EL. 2029'-6"7 Jr I I CONNECTION , ,, SCALE:1=1-0 1" RING fE_ BY @J SHIM PACK I '-----,1 CALLAWAY PLANT FIGURE 3.8-67 PRESSURIZER SUPPORT DETAILS Rev. OL-0 6/86
-+---*-* o*
I * *18@ 12 *18@ 12 @ REFUELING POOL-@ j_ *,, __ _ _j ' I 1 12 1-. ---------- I PLAN (Cij EL. 2011-6 2!:)'-3" ABT <t: REA.CJOR_ill N 0) *,a @_12 ,, I ** TO EL. 2017-5 *-____

*

' ' I I \ CAVITY 1 REACTOR BLDG REACTOR fo" t I TO UNER ft. EL 2011-6' CALLAWAY PLANT FIGURE 3.8-68 REFUELING CANAL -TYPICAL PLAN Rev. OL-0 6/86 SLAB r 0\ @J (@12 ----i:_ SKIMMEt ----, \ CJ EL 2030'-3' d (]) ' ' * *= l- r }I ---0\ © (\J _j 0 .ll) ---------. 0\ @ <0 , ,, 1 1-0 REACTOR & !.... REACTOR BLDG I I CRANE RAIL ---------------* ----fr.-1!.::-*

,.

J S S Ll NER , " 12-3 0\ * '. CJ EL 202,'-7" _____________________

t--+---t-1 r ' '

---#18 (ci) 12-, " 4-0 1 I 4" t--'I ,, -. I II 4-0 ------.__-r-____ __,,_ -----++----

: .. ge12_j ) m CJ EL 2045'*6" tf:_

f---. +--------.--------1-+---t--' " CALLAWAY PLANT "9@,2 * ,, (i\12 1-------------- -* -----1__ __ ----- 1 II ----_ ________ -----r+-----t-+------------------t---------+---+1 , " < EL. 2000-0 1 __ TO LINER Ff__ ,. , * '*"
SECTION@ -------------
FIGURE 3.8-69 REFUELING POOL TYPICAL CROSS SECTION Rev. Ol-0 6/86 FSAR Figure 3.8-70 is withheld perRIS 2015-17 FSAR Figure 3.8-70 is withheld per RIS 2015-17 CALLAWAY PLANT FIGURE 3.8-70 REACTOR BUILDING OPERATING FLOOR Rev. Ol-0 6/86 .... 4"' : *. a*. . * .. * .* .. FIN. FLR. BANDING BAR & TOE f[ ( CONT) 11 W 11 SECT SECTION II 1 II BAR 2x 1!14 Fl N. FLR. GRATING SECTION@ II II W SECT SECTION DECKING CALLAWAY PLANT FIGURE 3.8-71 Rev. OL-0 6/86 REACTOR BUILDING OPERATING FLOOR SUPPORTS AT SHELL FSAR Figure 3.8-72 is withheld per RIS 2015-17 FSAR Figure 3.8-72 is withheld per RIS 2015-17 CALLAWAY PLANT FIGURE 3.8-72 Rev. OL-0 6/86 REACTOR BUILDING INTERMEDIATE FLOOR AT ELEVATION 2026'-0" FSAR Figure 3.8-73 is withheld perRIS 2015-17 FSAR Figure 3.8-73 is withheld perRIS 2015-17 CALLAWAY PLANT FIGURE 3.8-73 REV. OL-15 5/06 REACTOR BUILDING INTERMEDIATE FLOOR AT ELEVATION 2068'-6" CALLAWAY PLANT FIGURE 3.8-74 REACTOR MISSILE SHIELD (INTEGRATED INTO THE INTEGRATED HEAD ASSEMBLY) REV. 1 5/15 ' 14 1 0 Ji* AT <i GIRDER WP TO W.P :i II 1' ......... "'---t-RADIAL STOP BOX GIRDER FA'i RAIL 175 " -----PC W 12 II STIFF PL 1 WEB PL 1"x 24Y2 1 1/4" ¢ HS BOLTS ---MILL STIFF TO BEAR ON BOTT. T 0 BRACKET E L 2119 1 7 3/4 ,: '* : I I I' tj !1 !i f * p L . 1 X 24 I !RACKET -SHIM PACK SECTION ,, 11 ,...___-.!1 1 1 t! *I q 1"¢ x 2Y2 LG THRD STUD W/HEX NUT fRAIL It BOX I GIRDER PL Y2 ' PL f8 SECTION CALLAWAY PLANT FIGURE 3.8-75 Rev. Ol-0 6/86 REACTOR BUILDING POLARCRANESUPPORTSYSTEM CALLAWAY -SP Figure 3.8-76 Deleted Rev. OL-0 6/86 / -I II EL 2047-6 / / / --/" / -/ v -r--/ / If r--. --L EL 2021'-6 11 v t;;:: 1/ v v EL 2009'-9" v NOTE: BOUNDARY ELEMENTS ARE NOT SHOWN FOR CLARITY. MODEL IS FIXED" ALONG ENTIRE BOTTOM EDGE. TOP EDGE IS EXCEPT LATERAL RESTRAINT lS PROVlDED AT NORTHERN PORTION TO ACCOUNT FOR THE SEAL TABLE. 1\ \ /./ v/ 1\ \ // _...,..-/ \ v \ / / v/\ / CALLAWAY PLANT FIGURE 3.8-77 Rev. OL-0 6/86 REFUELING POOL FINITE ELEMENT MODEL-ISOMETRIC I II 75-0 I II PLAN ELEV. 2047-6 I II PLAN ELEV. 2021-6 CALLAWAY PLANT Rev. Ol-0 6/86 FIGURE 3.8-78 REFUELING POOL FINITE ELEMENT MODEL-PLAN VIEWS ____ _._ __ .
I PLAN FROM EL. 2000'*o**
TO EL.2025-0 I t ' ' ---------------------- TIE ' ' ' TIE <£ EL.2025*0(TYP) / ,..___.__- ..... ..._ _ _._ ____ -* E BEAM /' t ._J, -+---* _j_ PLAN AT EL.2025'-o*' CALLAWAY PLANT FIGURE 3.8-79 Rev. OL-0 6/86 SECONDARY SHIELD WALL EAST SIDE FINITE ELEMENT MODEL-PLAN VIEWS ' II 78*0 TIE BEAM--............r <f EL.2040'*cf ' TIE EL.2047:6* ---* _._. _/ l PLAN FROM EL.2025'-o** TO EL.2047'-6* ' CALLAWAY PLANT FIGURE 3.8-80 -..-..-. ' N "'f' Rev. Ol-0 6/86 REACTOR BUILDING SECONDARY SHIELD WALL FINITE ELEMENT MODEL-PLAN VIEW I ' I ---78*0 SECTION --------1----+-----1 -<..0 I "'I __ L __ I t II 116-6 ' I SECTION . " EL .2047-6 -*-* ...---1-i 1-t ** EL.2025*0 1----I u EL.2000-0 ' 26'*11 SECTION© CALLAWAY PLANT FIGURE 3.8-81 Rev. OL-0 6/86 WALL FINITE ELEMENT MODEL -SECTIONS A, B, AND C El 2047:6 l
EL.202 5-0 I

EL.2000-0 -I SECTION CALLAWAY PLANT FIGURE 3.8-82 Rev. OL-0 6/86 REACTOR BUILDING SECONDARY SHIELD WALL FINITE ELEMENT MODEL -SECTION D 114 ,, go" ' --<f. REACTOR VESSEL I

200* ,, 0 (X) --<t R.V. NOZZLE I I 100*0--z 0 -I-<! I-0 0::: LL 0 (/)I -X <{ ' 000* o** 100.0 ELEVATION REACTOR CAVITY I' "" ::: <D " C\J ' "-"" """" "
FIXITY 200.0" Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.8-83 REACTOR CAVITY FINITE ELEMENT MODEL REFUELING WATER ---etot STORAGE TANK EMERGENCY FUEL OIL STORAGE TANKS ;r-------------""1\ : n -\ _----_-_-_-:: {_ ___ [] _______ _y FUEL SUI LDING DIESEL GENERATOR BUILDING AUXILIARY BUILDING REACTOR + BUILDING CONTROL BUILDING CALLAWAY PLANT FIGURE 3.8-84 GENERAL ARRANGEMENT OF STANDARD PLANT CATEGORYISTRUCTURES Rev. OL-0 6/86 1 3"r COMPRESSIBLE MATERIAL TYPICAL ISOLATION JOINT BELOW GRADE 3 AIR GAP _, 1-TYPICAL ISOLATION JOINT ABOVE GRADE . *. * <t '0' . . . . . : . . . . -. .., . '----WATERSTOP TYPICAL ISOLATION JOINT@ ROOF SLAB AND EXTERIOR WALLS CALLAWAY PLANT FIGURE 3.8-85 TYPICAL ISOLATION JOINTS BETWEEN BUILDINGS Rev. OL-0 6/86 FSAR Figure 3.8-86 is withheld per RIS 2015-17 FSAR Figure 3.8-86 is withheld per RIS 2015-17 CALLAWAY PLANT FIGURE 3.8-86 AUXILIARY BUILDING ELEV. 1974'-0" REV. 1 10/08 FSAR Figure 3.8-87 is withheld per RIS 2015-17 FSAR Figure 3.8-87 is withheld per RIS 2015-17 CALLAWAY PLANT FIGURE 3.8-87 Rev. Ol-0 6/86 AUXILIARY BUILDING ELEV. 1988'-0" AND 1989'-6" FSAR Figure 3.8-88 is withheld perRIS 2015-17 FSAR Figure 3.8-88 is withheld per RIS 2015-17 CALLAWAY PLANT FIGURE 3.8-88 AUXILIARY BUILDING ELEV. 2000'-0" Rev. OL-0 6/86 FSAR Figure 3.8-89 is withheld perRIS 2015-17 FSAR Figure 3.8-89 is withheld per RIS 2015-17 CALLAWAY PLANT FIGURE 3.8-89 AUXILIARY BUILDING PLAN-ELEV. 2026'-0" Rev. OL-0 6/86 FSAR Figure 3.8-90 is withheld per RIS 2015-17 FSAR Figure 3.8-90 is withheld per RIS 2015-17 CALLAWAY PLANT FIGURE 3.8-90 REV. OL-10 11/98 AUXILIARY BUILDING PLAN-* ELEV. 2047'-6" FSAR Figure 3.8-91 is withheld perRIS 2015-17 REV. OL-10 11/98 FSAR Figure 3.8-91 is withheld per RIS 2015-17 __ FIGURE 3.8*91 AUXILIARY BUILDING NORTH-SOUTH CROSS SECTION FSAR Figure 3.8-92 is withheld per RIS 2015-17 FSAR Figure 3*.8-92 is withheld per RIS 2015-17 CALLAWAY PLANT REV. OL-10 11/98 FIGURE 3.8-92 AUXIUARY BUILDING PLAN-. EAST-WEST CROSS SECTION FSAR Figure 3.8-93 is withheld per RIS 2015-17 FSAR Figure 3.8-93 is withheld per RIS 2015-17 CALLAWAY PLAI\It REV OL-8 11/95 FIGURE 3.8-93 AUXILIARY BUILDING PLAN-EAST-WEST CROSS SECTION FSAR Figure 3.8-94 is withheld perRIS 2015-17 FSAR Figure 3.8-94 is withheld perRIS 2015-17 CALLAWAY PLANT FIGURE 3.8-94 FUEL BUILDING PLAN -ELEV. (UN) REVOL-11 5100 FSAR Figure 3.8-95 is withheld per RIS 2015-17 FSAR Figure 3.8-95 is withheld perRIS 2015-17 1 CALLAWAY PLANT FIGURE 3.8-95 FUEL BUILDING ELEV. 2026'-0" (UN) REV OL-11 5/00 FSAR Figure 3.8-96 is withheld perRIS 2015-17 FSAR Figure 3.8-96 is withheld perRIS 2015-17 CALLAWAY PLANT FIGURE 3.8-96 FUEL BUILDING ELEV. 2047'-6" Rev. Ol-0 6/86 FSAR Figure 3.8-97 is withheld perRIS 2015-17 FSAR Figure 3.8-97 is withheld perRIS 2015-17 REV. OL-1 11/16 CALLAWAY PLANT FIGURE 3.8-97 FUEL BUILDING-NORTH-SOUTH CROSS SECTION FSAR Figure 3.8-98 is withheld perRIS 2015-17 FSAR Figure 3.8-98 is withheld perRIS 2015-17 CALLAWAY PLANT FIGURE 3.8-98 FUEL BUILDING EAST-WEST CROSS SECTION REV. OL -1 11/16 FSAR Figure 3.8-99 is withheld per RIS 2015-17 FSAR Figure 3.8-99 is withheld perRIS 2015-17 REV OL-12 11/01 CALLAWAY PLANT FIGURE 3.8-99 CONTROL BtnLDING PLAN ELEV. 1974-o" AND 1984-o" FSAR Figure 3.8-100 is withheld perRIS 2015-17 FSAR Figure 3.8-100 is withheld per RIS 2015-17 CALLAWAY PLANT FIGURE 3.8-100 CONTROL BUILDING ELEV. 2000'-0" AND 2016'-0" Rev. OL-0 6/86 FSAR Figure 3.8-101 is withheld perRIS 2015-17 FSAR Figure 3.8-101 is withheld perRIS 2015-17 CALLAWAY PLANT FIGURE 3.8-101 CONTROL BUILDING ELEV. 2032'-0" Rev. OL-0 6/86 FSAR Figure 3.8-102 is withheld perRIS 2015-17 FSAR Figure 3.8-102 is withheld perRIS 2015-17 CALLAWAY PLANT FIGURE 3.8-102 CONTROL BUILDING PLAN -ELEV. 2047'-6" AND 2073'-6" Rev. OL-0 6/86 FSAR Figure 3.8-103 is withheld perRIS 2015-17 FSAR Figure 3.8-103 is withheld perRIS 2015-17 REV OL-12 11/01 CALLAWAY PLANT FIGURE 3.8-103 CONIROL BUILDING-NORTH-SOUTH CROSS SECfiON FSAR Figure 3.8-104 is withheld perRIS 2015-17 FSAR Figure 3.8-104 is withheld per RIS 2015-17 REV OL-12 11/01 CALLAWAY PLANT FIGURE 3.8-1 04 CONTROL BUILDING. EAST-WEST CROSS SECTION FSAR Figure 3.8-105 is withheld perRIS 2015-17 FSAR Figure 3.8-105 is withheld perRIS 2015-17 REV. OL-15 5/06 CALLAWAY PLANT FIGURE 3.8 -105 DffiSEL GENERATOR BUILDING PLAN ELEV. 2000* -on FSAR Figure 3.8-106 is withheld perRIS 2015-17 FSAR Figure 3.8-106 is withheld per RIS 2015-17 REV. OL-15 5/06 CALLAWAY PLANT FIGURE 3.8 -106 DIESEL GENERATOR BUILDJNG PLAN ELEV. 20191 -311 AND 2032'-011 FSAR Figure 3.8-107 is withheld perRIS 2015-17 -FSAR Figure 3.8-107 is withheld perRIS 2015-17 REV. OL-10 11/98 CALLAWAY PLANT FIGURE 3.8-107 DIESEL-GENERATOR BUILDING ELEV. 2047'-2" FSAR Figure 3.8-108 is withheld perRIS 2015-17 FSAR Figure 3.8-108 is withheld perRIS 2015-17 REV. OL-15 5/06 CALLAWAY PLANT FIGURE 3.8-108 DIESEL GENERATOR BUILDING EAST-WFST CROSS SECTION FSAR Figure 3.8-109 is withheld per RIS 2015-17 FSAR Figure 3.8-109 is withheld per RIS 2015-17 REV. OL-15 5/06 CALLAWAY PLJ\NJ[' J FIGURE 3.8-109 NORTH-SOUTII CROSS SECTION -I -I -N -* 8 (£ 1Z. T. t B. E qq qz3.oo -k H. P £L zooo*-e/____,/; 1 11 EXP. JOHJI L. P. EL zooo*-IP** (fYP ALL SIDES) t BOLI5 -l.ll CALLAWAY PLANT FIGURE 3.8-110 Rev. Ol-0 6/86 REFUELING WATER STORAGE TANK AND VALVE HOUSE-FOUNDATION PLAN TA SH NK ELL L TO FTER _JI n *v v BE TANK CONC.WAL POURED A IS ERECTED ( TY P) r---* ----I I I i I I EL 1996 1-0" I 1 <D I /""' / "" \ II \/ I y j\, v* \ N -* N I[ 11 I .. .. ,. II I N I 1 1 _, [,I N !t* ,I II II I I II II I.--j* -,. f'7/A"" ----0 _.,. Ry ' FILL LEAN CONC. BACK 2000 P.S.I. MIN. STR ENGTH 6" WATE RSTOP 12 12 *.
.o II a. N -* >-N c . m/ SECTION ,. -t--2'-2" EL 6"
20 13'-o** EL 2007'-iV4" EL 2000'-0" GRADE ' EL 1999'-6" i NOTE: ALL REBARS TO BE *5@12 ALL AROUND V6'WATERSTOP EL 19B e'-o" EL 1986'-6" CALLAWAY PLANT FIGURE 3.8-111 REFUELING WATER STORAGE VALVE HOUSE ELEVATION Rev. Ol-0 6/86 q_ FUEL OIL TANKS , ' ' , SAMPLING SUMP ( TYP) _ __. ' ' I I L_ <i ACCESS VAULT OVERFLOW AND RECIRCULATION CONNECTION (TYP) Fl LL ( TYP) TANK VENT (TYP)-.,.. . . VAULT (TYP) I I __ j ,____ __ SAMPLING LINE AND REMOVABLE MISSILE SHIELD PLUG (TYP) (TYP) Rev. OL-0 6/86 EMERGENCY FUEL OIL STORAGE TANKS CALLAWAY PLANT FIGURE 3.8-112 EMERGENCY OIL STORAGE TANKS AND ACCESS VAULT PLAN LIFTING EYE----. 6 11 WATERSTOP AND C.J. ALL AROUND <t TANK *6@ 12 TOP & BOTTOM ........ * ..... ' b .. EL 1979 1-8 11 EMERGENCY FUEL OIL STORAGE TANK SECTION EL 1993 1-6 11 CALLAWAY PLANT FIGURE 3.8-113 Rev. OL-0 6/86 EMERGENCY OIL STORAGE TANKS AND ACCESS VAULT
.'*

<!'"i* * .... o: '* L() ,...... * <r-L() 73'-0" gt....----------J
(}') z <t_ ACCESS VAULT I .. .t ...... *0: ... * .. ..
DUCT BANK TYPE "A E DUCT BANK TYPE _A .. E 99,824.00'
--. : . I C.J. C.J. . ...J CD
z L&J (.!) ...J L&J (./) w -0 CALLAWAY PLANT FIGURE 3.8-114 Rev. Ol-0 6/86 BURIED DUCT BANKS TO EMER. FUEL OIL STORAGE TANKS I I (MOI39) I 13NNnl I I I ..........
' '* l I ... ... 0 + 4 i I / ' .. ---. -CALLAWAY PLANT FIGURE 3.8-115 Rev. OL-0 6/86 BURIED DUCT BANKS TO REFUELING STORAGE VALVE HOUSE DIESEL GEN. BLDG. AUXILIARY BLDG.-----'< DRUM STORAGE BLDG. *
RADWASTE BLDG.

MACHINE SHOP REFUELING

TUNNEL FUEL BLDG STORAGE TANK REACTOR BLDG. *NON-CATEGORY I STRUCTURES C 0 N T R OL 8 L D G. PLAN

C 0 M M U N I C A T I 0 N C 0 R R I D 0 R'-,-------, ---+---------I L--_____ _J '--TURBINE BL * "---TURBINE PEDESTAL CALLAWAY PLANT FIGURE 3.8-116 ARRANGEMENT OF PLAN Rev. Ol-0, 6/86 AUX. BLDG. .'b' 4' .

f.
. **4 '!l:. H 0 T MAC H. S H 0 P OR TURB. BLDG./ COMM. CORRIDOR I 1/ 2000-0 BLE MATERIAL SECTION© AUx. B LOG.

6 *p' .. CONTROL BLDG. I I/ E L. 1 43 7 4 -0 SECTION 'I) *:li CONTROL '11. BLDG.
'I)-* * *A*
C> ** * * . COMMUNICATION 1 ceRRIDOR ( S T 0 R. A R E A )
RUBBER WATERSTOP SECTION AU X. BLDG. REACTOR B LOG. EL. STRUCTURAL BACKFILL LATER I II EL.1988-0 I II / EL.1437S-6 / I II EL.1<374-0 . . :LEAN CONC. L---1:1.0 f .___B_A_c_K_F_I_L_L_:...:.: ..:...' _ ___,_"'_!/_. ---1 r. 1 96 8 '-0 II SECTION R E ACTOR BLDG. AUX. BLDG, /I .. \., ...... I p, , p ; . P.. ' ', 'b 'i:>*'l\' I .,. .. . ...... I II EL.14378-6 STRUCTURAL BACKFILL DE T. . LEAN CONC. LATER SUMP PUMP ROOM I II 14374-0 II E L . 1 9 6 7 0 11 : 0 BACKFILl:.** .* .__ _ ......... .... t> '!.. "'.' , I II ___ 1961-0 SECTION CALLAWAY PLANT FIGURE 3.8-117 Rev. OL-0 6/86 ARRANGEMENT OF DETAILS REACTOR BLDG. I 3 /f . A . () .. ; t> ' '6, ' ' <1' FUEL BLDG
t>: 9 4 '0 ' . . ' "' .. COM PRESS I BLE MATERIAL I If EL. 1'978-6 SECTION DIESEL GEN. BLDG. *;> .. .* 4 .{l .* ' '. *.::!' *p .. . }) CONTROL BLDG. SECTION@ RADWASTE BLDG.

A ** * .. 4.
AREA COMPRESSIBLE MATERIAL --,ei, *fi . . . . .a *. SECTION@ AU X. BLDG. . *.A. 'Dj,l>: ... * /) D',()'* *'t>**** *t.,: FUEL BLDG. I ll EL. 2000-0 COMPRESSIBLE MATERIAL SECTION@ AUX. BLDG. . . ' . .*. 4' (. FIN. *i>**,:q*
*() ,*I :o* ..... ; RADWASTE PIPE TUNNEL *D ,. '. -o: t. t * <J. -. *. v. I II 2000-0 AUX. BLDG . OR RADWASTE BLDG. II EL. 1974-0 I II OR 19 76-0 SECTION@ DIESEL GEN. BLDG. SECTION DETAIL NOTE: DETAIL GOOD FOR HORIZONTAL AND VERTICAL J 01 NT S (b) CALLAWAY PLANT FIGURE 3.8-118 Rev. OL-0 6/86 ARRANGEMENT OF ADDITIONAL DETAILS
-(() I (!) (() l -("f) _, ()) = ('I) _, ("f) ("f) !.__ 10 2'-0" AUXILIARY --, I I Cf. REACTOR 102'-0" CONTROL BUILDLNG BUILDlNG TOP OF BASEMAT E L 1 9 6 7 '-0 ** TOP OF BASEMAT EL 1974'-0 --TOP OF BASEMAT EL 1 973'-0" ORTHOGONAL REIN F. STEEL PATTERN. MIN REINF,.11@12 -* N TOP AND BOTTOM. -------TOP OF BASEMAT E L 1 9 7 4'-0 CALLAWAY PLANT FIGURE 3.8-119 Rev. OL-0 6/86 AUXILIARY AND CONTROL BUILDING FOUNDATION PLAN r : 0" EL 1974'-o" @ r '\ ;* I 82'-0" 0" @ -I-EL 19 6 7'-0 l EL 1960'-0" SECTION © @@@ *+ 20'-o** .. 1 ... 20'-o"-1-' **.:t , .. ' . '* EL19*.'!.c" 1*--u u Ll : ... :*: . EL 1961 1-0" l EL 19 6 SECTION 0 122'-6" EL 19 7 3'-0 EL 1973'-0" EL 1968'-0" EL 1961 1**0" SECTION @ 95'-g** . " ; I ' ,: 6 8'-6" EL 1974'-0" E L 19 7 3'-0" EL 1968'-0 EL 1968'-0" CALLAWAY PLANT FIGURE 3.8-120 Rev. OL-0 6/86 AUXILIARY AND CONTROL BUILDING FOUNDATION SECTIONS -0 _, ()) CD l --I I , I ' ..... 12o'-o* -I-----, -: [2]: t *
I L----' ( I TOP OF BASE MAT EL 200 0 1-0 JSUMP (TYP) -:1*=10@ 12" TOP 12 11 BOT I I 4 1 1 2" A N D -.14@1 2 1'-T 0 P

""'18@12-9 11-BOT. _L L 11'10@12 11-TOp I 16 11-BOT r ---, I 0' -I I I L _. TOP OF BASEM AT EL 200 5 1-6" ,. _.8@12"-TOP BOT - P <tt11 e BOT ... --I I ' I I I CALLAWAY PLANT FIGURE 3.8-121 FUEL BUILDING FOUNDATION PLAN Rev. OL-0 6/86 120lO" E: L O" ... 1 .. =.* . > *. ' SECTION 8 9'-0 11 EL 2005'-6 EL 2000 1-0" I*.'. ' . . * . -... SECTION EL 200 5'-6 E L 19 9 8 '-11 3)4" EL 1 9 9 3 '-6" _.I ;;: EL ..._ EL CALLAWAY PLANT FIGURE 3.8-122 FUEL BUILDING FOUNDATION SECTIONS Rev. OL-0 6/86 a 6*-o r--.-------++----__ r--_____ --------------++-- --0 -* M <D I I -I...-TRENCH-r--" L_. I 2 LAYERS 11@ 12 11-TOP -, \.__; 11@ 12 1 T 0 p AN D BOTTOM _.11@ 6 AND *"18@12 ... BOT TOP OF BASEMAT EL 2 000'-0'1 S U M P ------0 ( TY P) ---11-+----- --+--+-----------

++---+-----------*--., .. . .. *. .. I E L 1 9 9 9

'-0 ,. r EL 2000'-0" : . .. . .. .... . . . '
EL 1989'-6
SECT 10 N--- CALLAWAY PLANT FIGURE Rev. OL-0 6/86 BUILDING FOUNDATION PLAN FSAR Figure 3.8-124 is withheld perRIS 2015-17 FSAR Figure 3.8-124 is withheld perRIS 2015-17 CALLAWAY PLANT Rev. Ol-0 6/86 FIGURE 3.8-124 RADWASTE BUILDING AND PLAN EL. 1974'-0" & EL. 1976;-0" FSAR Figure 3.8-125 withheld perRIS 2015-17 FSAR Figure 3.8-125 withheld perRIS 2015-17 CALLAWAY PLANT FIGURE 3.8-125 RADWASTE PLAN EL. 2000'-0" Rev. OL-0 6/86 FSAR Figure 3.8-126 withheld perRIS 2015-17 FSAR Figure 3.8-126 withheld perRIS 2015-17 CALLAWAY PLANT FIGURE 3.8-126 RADWASTE BUILDING -PLAN EL. 2022'-0" Rev. OL-0 6/86 FSAR Figure 3.8-127 withheld perRIS 2015-17 FSAR Figure 3.8-127 withheld perRIS 2015-17 CALLAWAY PLANT FIGURE 3.8-127 RADWASTE EL. 2031'-6" Rev. OL-0 6/86
CALLAWAY PLANT FIGURE 3.8-129 RADWASTE BUILDING-SECTION Rev. OL-0 6/86 FSAR Figure 3.8-130 withheld perRIS 2015-17 FSAR Figure 3.8-130 withheld perRIS 2015-17 CALLAWAY PLANT FIGURE 3.8-130 RADWASTE BUILDING -SECTION Rev. OL-0 6/86}}

ML18207A551

Text

1.1 BUMPER

Navigation menu

Search