ML20209A038
| ML20209A038 | |
| Person / Time | |
|---|---|
| Site: | Callaway  |
| Issue date: | 11/13/2019 |
| From: | Ameren Missouri, Union Electric Co |
| To: | Office of Nuclear Reactor Regulation |
| Shared Package | |
| ML20209A098 | List:
|
| References | |
| ULNRC-06547 | |
| Download: ML20209A038 (403) | |
Text
{{#Wiki_filter:Itt ,2tt7-7 160 (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 140 ASHE CODE CASE 1644 AND APPENDIX :mJ-2110 (a). ( 3 ) ALLOWABLE STRESS UNDER SERVICE LEV~L D PER ASME CODE CASE 1644 AND APPENDIX F-1370 (a) ( 4) ULTIMATE STRENGTH PER TEST RESULTS (I" DIA. 120 SA325 BOLTS) 100 (/) 4 ULTIMATE
- ..: SA FETY MA RGi N STRENGTH
(/) (/) UJ 0:: f-(/) 80 w __J (/)
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w f-60 40 20 3 MAX I MUM ALLOWABLE FOR SERVICE LEVEL D 0 0 20 40 60 80 100 120 SHEAR STRESS (KSI) CALLAWAY PLANT FIGURE 3A-1 COMPARISON OF TENSILE STRESS FOR BOLTS Rev. OL-0 6/86
14,247-8 I .0:0.2 I. 0:0.67 0.67: I .0 0.2: I .0 LJ..J a:::
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<( w... ~ -z: 0 1.0:0.0 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 REVOL-8 11/95 CALLAWAY PLANT FIGURE 38-1 AUXILIARY BUILDING EL. 1974 FSAR Figure 3B-1 withheld perRIS 2015-17 HAZARDS ANALYSIS ROOM LOCATIONS
FSAR Figure 3B-2 withheld perRIS 2015-17 H f-G F r-E
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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) ld
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0 0 M 0 N 0 0 0 0 0 g g g Rev. OL-0 M N ... 6/86 (:J3S/81) 31V'l::l 3SV'313l::l SSV'W CALLAWAY PLANT FIGURE 38-3 MASS RELEASE RATE FOLLOWING A 1.4 FT2 STEAM LINE BREAK
CD** 3 V = 11.291 FT A = 23.31 FT 2
** A=587.34FT 2
C = VARIABLE C =VARIABLE ORIFICE* ORIFICE* 2 A= 610.4 FT C =VARIABLE 31----,0RIFICE
- V = 1 1, 432 FT ,--------~ V = 37,873 FT 3 2
2 A=187FT A=4.91FT c = 0. 85 C =VARIABLE ORIFICE* 2 A = 550 FT c = o. 86 CD V = 2113 FT 3
~ V = 37.873 FT 3
V = 3726.32 FT 3 2 2 2 A = 4.91 FT A = 187 FT A = 1 98 F T C =VARIABLE c = o. 85 c = o. 94 ORIFICE* 0 @ 3 V = 21 13 FT 3 V = 3726.32 FT ~ V = 6208.6 FT 3 2 A = 203.14 FT A = 198 F T 2 c = o. 95 c = o. 94 2 A= 203.14 FT c = o. 94 3 OUTSIDE V = 6208. 6 F T ATMOSPHERE
.___ _ _ _ __.A = 203. 1 4 FT 2 L - - - - - - . . . . . 1 c = o. 95
*VARIABLE ORIFICE FLOW COEFFICIENT IS DESCRIBED IN REFERENCE 2 REV. OL-10
**SEE SECTION 3B.4.2.4 FOR DESCRIPTION OF SUBCOMPARTMENT VOLUMES AND VENT AREAS 11/98 CALLAWAY PLANT FIGURE 38-4 NODALIZATION MODEL FOR MAIN STEAM I MAIN FEEDWATER ISOLATION VALVE COMPARTMENT PRESSURE ANLYSIS
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I ll I I I I I I I I I I I I I I I __________ _ F RllV_ OL-~S S/06 CALLAWAY PLANT FIGURE 3B-5 RODALIZATIOR MODEL !!'OR MAIR STEAM / MAIR I!'EEDWATER ISOLATIOR VALVE COMPARTMERT TEMPERATURE ARALYSIS
22 CALLAWAY PLANT FIGURE 3B-6 21 MAIN STEAM/MAIN FEEDWATER ISOLATION VALVE COMPARTMENT PRESSURE TRANSIENT REV OL-3 6/89 19 --V\ro a.. 18 UJ 0::::
=>
(.1) (.1) UJ 0::: 17 a_ 16 - 15 2 10 TIME (sec)
We s i Co 11 po r tm en t E ast Co:npor l ment Amb ien t 200 ....--- - - - - - - - - - - - - - - - - - - - ---,- 200 180 J"-'-----1~------------------l- 180
;so 140 120 100 .. \...,.-----<--=-=--=-=------------------------------------------------.. 100 80 +-----.--~-.-L---,,----.-~---t ao 0 1000 2000 3000 ?\JOO 5000 Time (seconds)
CAJ..LAWAY PLANT RtAK-.T MAINfiENIIIIAIN FEBMo\TIRliCII.AllON VALVI!CCIIPMIIII!Jlll' ,_PI!M1UI!'I'MIIIIft' 0.06 FP IIBKCAIIE
Wes : Ce>Mpor a~-.e nt
- - - - Eas 1 Ce>Mpa r1 Me ni
------- Anb e n t 240,.------------------------------------------,
220 - ~200- *\,,~------------------~ f- 200 a> 180 --
- l 0 160
~ - 150 ~ 140- -
~ 120-l 100 - - - -- - - - - - - - - - - - - - -- -- - ----------f- 100 80~~----~~----~~----~------,-----~ 0 1000 200o 3000 4000 5000 Time (seconds) 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 ConporiMen~
-------* An b e n~
450
?00 400 c 350 - _;, ~
300 I¥- -- - - -- 300 c~ 250 I
~ 200 I 200 E
~ 150 I I 100 -- --- --- *--***-----*--*******--- - - ",.--:.--~--:: .. :: .......... 100 50 ' ' 0 1000 2000 4000 Time (seconds) CAJ..LAWAY PLANT MMIInEIIIIIIIMIH I £*\TERIICI ATICII YALYI!CGMPARI'MI!NI' TI!IIII'!IMTIIII!TIWIIII!NI' Una IIEUCCAIE
Wes t CcMportnen t
~os 1 CoMpartMen, Arr~b e nt
~0 .---------------------------------------------------, 400 300 200 100 -- -- .. - -------- - - - -- - - -------- .. -~................. ':".. ':"......... -::-........ =-......................... .. 100 50+---~--~,-~----~,-~--~--,---~~~~ 0 1000 2000 3000 4000 Time (seconds) CAJ..LAWAY PLANT FlliiiEII.'MO MAINfiENIIIIAIN FEBMo\TIRIICII.AllON VALVI!CCIIPMIIII!III' ,_PIIM1UI!'I'MIIIIft' U F'l" IIBKCAIIE
CALLAWAY - SP Figure 3B-10A Deleted Rev. OL-15 5/06
High Tavg 0.4 sq. ft. Break Room Temp (F) 500 450 I 400 350 £300 e
- 1 CIS E
250 I - High Tavg 0.4 sq. ft. Break Temp (F) I CD 1- .!:: 200 c( 150 100 50 0 0 200 400 600 800 1000 1200 1400 1600 1800 2000 Time (sec) CALLAWAY PLANT FIGURE 38-11 MAIN STEAM I MAIN FEEDWATER ISOLATION VALVE COMPARTMENT TEMPERATURE TRANSIENT 0.4 FT 2 BREAK CASE REV. 16 1110
Coastdown 0.4 sq. ft. Break Room Temp (F) 500 450 400 f 350 !£ 300 e -i
- I E
250 1- coastdown 0.4 sq. ft. Break Temp (F) I CD 1- .~ 200 150 100 50 0 0 200 400 600 800 1000 1200 1400 1600 1800 2000 Time (sec) 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
High Tavg 0.5 sq. ft. Break Room Temp (F) 500 450 I' 400 350 £ 300 e -i
- s E
250 1-High Tavg 0.5 sq. ft. Break Temp (F) I ~ .!:: 200 150 100 50 0 0 200 400 600 800 1000 1200 1400 1600 1800 2000 Time (sec) CALLAWAY PLANT FIGURE 38*12 MAIN STEAM/MAIN FEEDWATER ISOLATION VALVE COMPARTMENT TEMPERATURE TRANSIENT 0.5 fT2 BREAK CASE Rev.16 1/10
Coastdown 0.5 sq. ft. Break Room Temp (F) 500 450 {' 400 350 ~ 300 f
- I i 250 1- coastdown 0.5 sq. ft. Break Temp (F) I E
~ o( 200 150 100 50 0 0 200 400 600 800 1000 1200 1400 1600 1800 2000 Tlme(sec) 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
High Tavg 0.6 sq. ft. Break Room Temp (F) 500 450 (\ 400 350 - '=- 300
!::II
-i 250 1-High Tavg 0.6 sq. ft. Break Temp (F) I E ~ ~ 200 oC( 150 100 50 0 0 200 400 600 800 1000 1200 1400 1600 1800 2000 Ti me (sec) CALLAWAY PLANT FIGURE 38-13 MAIN STEAM/MAIN FEEDWATER ISOLATION VALVE COMPARTMENT TEMPERATURE TRANSIENT 0.6 Ff2 BREAK CASE REV.16 1/10
Coastdown 0.6 sq. ft. Break Room Temp (F) 500 450 fl 400 350 £ 300 f -i
- I 250 1- coastdown 0.6 sq. ft. Break Temp (F) I E
~ .!:: 200 ~ 150 100 50 0 0 200 400 600 800 1000 1200 1400 1600 1800 2000 Tlme(sec) 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
High Tavg 0.7 sq. ft. Break Room Temp (F) 500 450 (\ 400 350 £ 300 f = ftJ ~ 250
- c. 1- High Tavg 0.7 sq. ft. Break Temp (F) I E
~ = < 200 150 100 50 0 0 200 400 600 800 1000 1200 1400 1600 1800 2000 Time (sec) 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) 500~--------------------------------------------------, 450 400 350 !£ 300 ..!.e
- I 250 1-coastdown 0.7 sq. ft. Break Temp (F) I E
~ .~ 200 150 100 50 0+---~----~---.----,---~----~----~--~----~--~ 0 200 400 600 800 1000 1200 1400 1600 1800 2000 Time (sec) CALLAWAY PLANT FIGURE 38-14A MAIN STEAM/MAIN FEEDWA TER ISOLATION VALVECOMPARTMENTTEMPERATURE TRANSIENT 0.7 FT2 BREAK CASE FOR TAVG COASTDOWN REV. 1 1/10
High Tavg 0.8 sq. ft. Break Room Temp (F) 500 450 400 350 !:!:.. 300 -f::I
~
ca Q, 250 1- High Tavg 0.8 sq. ft. Break Temp (F) I E ~ .!:: 200 ~
\__
150 100 50 0 0 200 400 600 800 1000 1200 1400 1600 1800 2000 Time (sec) CALLAWAY PLANT FIGURE 38-15 MAIN STEAM/MAIN FEEDWATER ISOLATION VALVE COMPARTMENT TEMPERATURE TRANSIENT 0.8 FP BREAK CASE REV.16 1/10
Coastdown 0.8 sq. ft. Break Room Temp (F) 500 1\ 450 400 350 !:!:. 300 -= t 250 Q. E 1- coastdown 0.8 sq. ft. Break Temp (F) I ~ .!:: 200 c( 150 100 50 0 0 200 400 600 800 1000 1200 1400 1600 1800 2000 Time (sec) CALLAWAY PLANT FIGURE 38 -15A MAIN STEAM/MAIN FEEDWA TER ISOLATION VALV E COMPARTMENT TEMPERATURE TRANSIENT 0.8 FP BREAK CASE FOR TAVG COASTDOWN REV.1 1/10
High Tavg 0.9 sq. ft. Break Room Temp (F) 500 450 (\ 400 350 !!:. 300 f
- 1
-=i 250 1- High Tavg 0.9 sq. ft. Break Temp (F) I E CD .= 200 150 100 50 0 0 200 400 600 800 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
Coastdown 0.9 sq. ft. Break Room Temp (F) 500 450 t\ 400 350 !::. 300 ..i 4)
- 2 250 1-coastdown 0.9 sq. ft. Break Temp (F) I E
~ .!::: 200 cC 150 100 50 0 0 200 400 600 800 1000 1200 1400 1600 1800 2000 Time (sec) CALLAWAY PLANT FIGURER 38-16A MAIN STEAM/MAIN FEEDWATER ISOLATION VALVE COMPARTM ENT 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 -e !:. 300
- s l! 250 1- High Tavg 1.0 sq. ft. Break Temp (F) I E
G) 1- .!::: 200 4( 150 100 50 0+---~----~--~----~----~--~----~--~----~--~ 0 200 400 600 800 1000 1200 1400 1600 1800 2000 Time (sec) CALLAWAY PLANT FIGURE 38-17 MAIN STEAM/MAIN FEEDWATER ISOLATION 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 -!e:!:. 300
- J Cll
; 250
- c. 1- coastdown 1.0 sq. ft. Break Temp (F) I E
~
.!::: 200 cc
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150 100 50 0+---~----~--~----~---,----~--~.----r----r---~ 0 200 400 600 800 1000 1200 1400 1600 1800 2000 Time (sec) CALLAWAY PLANT FIGURE 3B -17A MAIN STEAM/MAIN FEEDWA TER ISOLATION VALVE COMPARTMENT TEMPERATURE TRANSIENT 1.0 FT2 BREAK CASE FOR TAVG COASTDOWN REV.1 1/10
High Tavg 1.2 sq. ft. Break Room Temp (F) 500 450 400 350 !!:.. 300 -~
~
c. 250 1- High Tavg 1.2 sq. ft. Break Temp (F) I E ~ .!: 200 4( 150 100 50 0 0 200 400 600 800 1000 1200 1400 1600 1800 2000 Time (sec) CALLAWAY PLANT FIGURE 38-18 MAIN STEAM/MAIN FEEDWATER ISOLATION VALVE COMPARTMENT TEMPERATURE TRANSIENT 1.2 FTZ BREAK CASE REV.16 1/10
500 r-------------------------------------------------------------~ 450 400 I' I \ I I I I 350 I I I I
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------' I i:L 300 0
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--West Compartment iii 250 : - - - East Compartment (j; -I
- a. I * * * *
- Ambient E I
{!. 200 - I
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150 \
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100 -** ******* *** ******* **** ****** *** ******* *~*:::::::;:~.~-~""'""'*"'*~"::":::*.~.-:::::::':'.':'.~.~:::-.':'.-:.-:;o,:::-:':'.':'.-:.~::::':'.-:.-::::::":':'.-:.-:::::::':':':'.':':':::""*"'*""*~"'"'""*"'*"'""'""'"*"'*..""".,.*""" 50 0 ~--~--------~------~----~--~----~----~~--~--------~~ 0 100 200 300 400 500 600 700 Time (seconds) Rev.O 7/07 CALLAWAY PLANT FIGURE 3B-18A MAIN STEAM/MAIN FEEDWATER ISOLATION VALVE COMPARTMENT TEMPERATURE TRANSIENT 1.2 F'P BREAK CASE FOR TAVG COASTDOWN
Wes t CoMpar t Men t
~os t CoMpal-t Men t i\Mb en t 500 .--- - - - - - - - - - - - - - - - - - - - - ----,- 500
_...._ 100 - 400
~D D 3
2
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E (!)
~ 100 .. _\- - - - -- - - - - - - - - -- - - -.. .-~ ..-~...,. ....................., ...... -....... iOO o+---~--~,_~----~,-~--~--,---~~~-+ 0 0 1000 2000 3000 4000 Time (seconds)
CAJ..LAWAY PLANT FlliiiEII.'Mf MAINfiENIIIIAIN FEBMo\TIRIICII.AllON VALVI!CCIIPMIIII!III' ,_PIIM1UI!'I'MIIIIft' 1A F'l" IIBKCAIIE
Wes ~ CoMpar~Ment
- - - - E as t CoM par tMent
-------
- i\Mb en
- 500 500
- 400 - *100 - ~D E
~~ -
D
~ ~
E I ~ 100 * ,~-- ----------------------\~~~~~~~~~~~~~~~ -------- 100 0+---~--~-.~*--~ * ~
* ~.-~--~---.----~~~-to 0 1000 2000 3000 4000 Time (seconds)
CAJ..LAWAY PLANT FlliiiEIIND MAINfiENIIIIAIN FEBMo\TIRIICII.AllON VALVI!CCIIPMIIII!III' ,_PIIM1UI!TMIIIIIT 2.0 F'l" IIBKCAIIE
Wes t CoMpar ~ Me nt
- - - - Eas 1 C ompar t Me nt
-------* Anb e n i.
500 500 ....-. 400 * - 400
- ~ 300 2 ~ 200 300 200 E ~ 100 ', , I________________ ___ """"_......, _____ _ .,.._.,.J' 100 0 1000 2000 Time (seconds)
CAJ..LAWAY PLANT FlliiiEIIN'I MAINfiENIIIIAIN FEBMo\TIRIICII..AllON VALVI!CCIIPMIIII!III' ,_PIIM1UI!'I'MIIIIft'
.., Fl" IIBKCAIIE
FREQUENCY (cps) (,) .E PERIOD (sees l Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.7(8)-1 SSE HORIZONTAL GROUND SPECTRA 0.2()g
FREQUENCY (cps) 100 01 80 60 j 6~~~~~~~~~~~~~~~~~*~~v-~~~~~~~~~~~~~-+~~~~ '.E *~~~~~~~~~~~~~~~~~-~~~~~~-+~~~~~~-+~~P.r~ PERIOD (sees) Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.7(8)-2 SSE VERTICAL GROUND SPECTRA 020g
NOTE: USE APPROPRIATE NORMALIZATION
-1.00 SCALE FACTORS FOR OBE & SSE TIME HISTORY ANALYSIS.
0 3 6 9 12 15 18 24 I I I I I I TIME (SECOND) Rev. Ol:-0 6/86 CALLAWAY PLANT FIGURE 3.7(8)-3 SYNTHESIZED TIME HISTORY VERTICAL (OBE AND SSE)
z 0 t- <( 0::: LLJ LLJ 0 0 NOTE: <( USE APPROPRIATE NORMALIZATION
-1.00 SCALE FACTORS FOR OBE & SSE TIME HISTORY ANALYSIS.
0 3 6 9 12 15 18 21 24 T I M E ( SECOND) Rev. OL-0 6/86 CALLAWAY PLANT 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
0 (\j 0 0 0 ~ CD 0 e ~ z t:l ..... 0 I-a: !k: (0 0 w r60°/o OF ..J DESIGN SPECTRA w u u 0 a:
- 1' 0
0 (\j 0
~*~~------r---~,_.-,-,.1'1'1-----.---.--,-.-ro,l-lrl~----.---.--.-..-
0.10 1.00 10.00
. .1"1I 100.
FREQUENCY CHZl Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.7(B)*9A TYPICAL FREE-FIELD BASE ELEVATION SPECTRA CALLAWAY SITE
0 (\J 0 0 0 ~ OJ 0 ~ z EJ ...... 0 1-a: a:: CD 0
. 60 "/o OF w DESIGN SPECTRA .J w
u u 0 a: :1 0 0 (\J 0 0 0
~+------.---.--,-,-,-,..,------.---.--.-.-.-.~.------.---.--.-,-.,rr,.
0.10 1.00 10.00 100. FREQUENCY (HZl Rev. Ol-0 6/86 CALLAWAY PLANT FIGURE 3.7(8)-98 TYPICAL FREE-FIELD BASE ELEVATION SPECTRA STERLING SITE
0 N 0 0 0 QJ 0 0 z £:1 ..... 0 1-a: 0::: CD 0
. 60 °/o OF w DESIGN SPECTRA
.J w u u 0 a: :I' 0 0 N 0 0 0 a+------.---,--~,_,-.,,------,---~~--~ro,-or------r---r--r-o-ro-r<< 0.10 1.00 10.00 100. FREQUENCY CHZl Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.7(B)-9C TYPICAL FREE-FIELD BASE ELEVATION SPECTRA TYRONE SITE
0 N 0 0 0 CD .... 0 (j z ....EJ 0 (!) 60 °/o OF 1- DESIGN SPECTRA a: 0:: 0 w ..J w u u 0 a: :::1' 0 0 N 0 0 0 0 0.10 1. 00 10.00 100. FREQUENCY CHZl Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.7(8)-90 TYPICAL FREE-FIELD BASE ELEVATION SPECTRA WOLF CREEK SITE
0 N 0 0 {D z
~~
0 <!: 60 °/o OF a::: 0 DESIGN SPECTRA w 1.0
...J 0 w
u u
<{
0 "f 0 0 N 0 0 0+-----~--~--.-,-.-~~------.---,--,-,,-,,,------.----.-.--..-~~ 0 0.10 1.00 10.00 100. FREQUENCY (HZ) Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.7(8)-10 TYPICAL, FREE-FIELD BASE ELEVATION SPECTRA THREE SITE ENVELOPE
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
w a: I-() a: I-(/) (!) z 0 0' - 0" 0'- 0 0'-0" _J (/) (/) (]) w cr: a: (j)Q:: 0 0 _j~ 1--
<{I-- <! I-zu cr: ()
_j w cr:~ w <( w wcr: z a: (/) (/) j--1-- w w z(f) <.9
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w 1-- (/) RIGID BASE MAT Kx Kz Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.7(8)-12 MATH. MODEL FOR REACTOR BUILDING ANDINTERNALSTRUCTURES
~
v ,., 101
~105 1'0 104 0<0 WOLF CALLAWAY STERUNG 1010 540 CREEK 79 5 51 I"
@ 47
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@ Q V9
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r-.2Z.5 510 765 ~- _ _,.,48"'0-+-7'-"-3"--5--1 ~ r-~,_6,o,-+_7,_,_o"-5--1
' 151@ !zoo. uo z'" ... lzo* ... ...
I"' 418 445 470 905 435 690 88.0 41.0 665 850 ~3,8=0--+__,6=3.=._5--1 (6) 21@ .., {8~ I'" ~o) ~
~2. .. ---~--- -~~
~ ~-~---~L_-+----+------+------4-------r------+----r-~IL--+------+------t------+------,~-----t------+-------+------+-~~-+------~------~L--+-t----~
79o 32o
.* 589 408 4Z7 4!:i -- 7!_~ - __ ?_~~ - 500_~
690 220 475 c--5.7_5__ 180____ 440 120 315_ 60 15 5 ~"----+*~*~*~*--~"L_-1~"------~"L'----~"~'-----1~'eOL_ ____r"L'--~"'L_+'~"--¥"~'----~"~o----~"~'-----¥"L'-----+~"L_----~"~'-----¥"~'----~"'L-----~"~'-+'~L-~<8RZ______~o~oo______f'~'--~"~'~"L'--~' DO 00 DO y@ ~@ @ @ @ @ @ @@@ @ @ § § 8 § § @ @ @
!:i69 !:i75 !!118 ~ 1~19 Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.7(8)-13 FINITE-ELEMENT MODEL
DAMPING VALUES
- 0300,
- 0500,
- 07 00, 6
(f) (!) u z 0 11 1-0::: UJ _J UJ u 2 u v~ ~ -..,
~~ ~
/ ~
t\.
././'
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0
.1 1.0 10.0 100.0 .
F R E Q UE NC Y CCP S ) DESIGN FLOOR RESPONSE SPECTRA Rev. OL-0 EL. 2119'- 0" 6/86 REF. FIGURE 3.718)-17 CALLAWAY PLANT FIGURE 3.7{B)-14A SPECTRA- CONTAINMENT BUILDING SSE NORTH-SOUTH DIRECTION POLAR CRANE LOCATION CALLAWAY SITE
DAMPING VALUES
- 0300,
- 0500, . 0700, 6
(f) ( (.!) z 0 " 1-0::: lr-, w .J ilhl\ w u 2 1\ u II 1\
< ;v Jd
~I ~ ... ..._,
0
.1
- - c:::::: ~
'::::/
1.0 F R E Q UE NC Y CCP S ) so.o 100.0 DESIGN FLOOR RESPONSE SPECTRA EL. 2119'- 0" Rev. OL-0 REF. FIGURE3.7(8)-17 6/86 CALLAWAY PLANT 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
DAMPING VALUES
- 0300,
- 0500,
- 0700, 8
(f) (!) z
~
0 " I-0:: w Jr-. ...J w i;h u 2 u I)
< I I I\
(-J fJ \
~
I~
~J 'r- ""r--
~
~::::: ::-.:
I"""' 0
.1 1.0 10,0 100.0 F R E Q UE NC Y CC P S J DESIGN FLOOR RESPONSE SPECTRA EL. 21 19' - 0" Rev. OL-0 REF. FIGURE 3.7(8)-17 6/86 CALLAWAY PLANT FIGURE 3.7(8)-14D SPECTRA- CONTAINMENT BUILDING SSE NORTH-SOUTH DIRECTION POLAR CRANE LOCATION WOLF CREEK SITE
DAMPING VALUES
- 0300,
- 0500,
- 0700, 6
(f) (!) z 0 'I t-0:: UJ _j UJ u 2 u I lr ~
,,.........-- h
~ ? ~~
~ V/""' ~~
0
.1
- l.D 10.0 100.0 F R E Q UE NC Y CCP S )
DESIGN FLOOR RESPONSE SPECTRA EL. 2119'- 0" Rev. OL-0 REF. FIGURE3.7(B)-17 6/86 CALLAWAY PLANT FIGURE 3.7(B)-14E SPECTRA* CONTAINMENT BUILDING SSE EAST-WEST DIRECTION POLAR CRANE LOCATION CALLAWAY SITE
DAMPING VALUES
- 0300,
- 0500,
- 0700, 8
n (f) (!) h v z 0 I- ("' 0:: w !/ .J UJ (.) 2 (.)
< );o J?! ~
kb/ i\.,
- ~ ~ P' 0
.l
-P""
-I"""
t.o 10,0 100,0 F R E Q UE NC Y ( CP S J DESIGN FLOOR RESPONSE SPECTRA EL. 2119'
- 0" Rev. OL-0 REF. FIGURE3.7(8)-17 6/86 CALLAWAY PLANT 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
DAMPING VALUES
- 0300,
- 0500,
- 0700, 8
(f) (!) i z f-, 0 " f-0::: fh w _j w !f u 2 I u
/J
!JI/
~
~I ~
~~ ,__
f_;:k.: p 0
,1 - - 1.0 10.0 100.0 F R E Q UE NC Y ( CP S J DESIGN FLOOR RESPONSE SPECTRA EL. 2119' -0" Rev. Ol-0 REF. FIGURE 3.7(8)-17 6/86 CALLAWAY PLANT FIGURE 3.7(B)-14H SPECTRA- CONTAINMENT BUILDING SSE EAST-WEST DIRECTION POLAR CRANE LOCATION WOLF CREEK SITE
DAMPING VALUES
- 0300,
- 0500,
- 0700, (fj
(.!) u 2.0 z 0 t-0:: vv-
~
UJ _J lJ UJ ~ v 17 v J u 1\
~
lr-f-< l\~ u [/
/
0
,_ ~ rP ~
~
~f:, .... -~
J 17 I" r-
.1 s.o 10.0 100.0 F R E Q UE NC Y ( CP S J DESIGN FLOOR RESPONSE SPECTRA EL. 2119'
- 0" Rev. OL-0 REF. FIGURE 3.718)-17 6/86 CALLAWAY PLANT FIGURE 3.7(8)-141 .
SPECTRA- CONTAINMENT BUILDING SSE VERTICAL DIRECTION POLAR CRANE LOCATION CALLAWAY SITE
DAMPING VALUES
- 0300, . 0500,
- 0700, n
(/') (!) u 2.0
~~
z 0 t-0:: UJ 1/ 1/ (I-- n ...J r r I ~ *rv
-- v UJ u /
l/ r-0 u -
< *r-
~/ ~
~
~
r-v Lt:: f-
~ r:=::::
~
~
0
.l 1.0 10.0 100,0 F R E Q UE NC Y CCP S J DESIGN FLOOR RESPONSE SPECTRA Rev. OL-0 EL. 2119'- 0" REF. FIGURE 3.7(8)-17 6/86 CALLAWAY PLANT 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
DAMPING VAWES
- 0300,
- 0500,
- 0700, n
(f) (!) u 2.0 z 0 H I-0:: w lfl VVl ..J !"' w r- v- - c-"1 u I !r v
~
,....f.-'
u r ,_j
~v ~ s..
k:: lp- ' I'
~
~
0 ... ~ ~
.1 1,0 10.0 100.0 F R E Q UE NC Y CCP S J DESIGN FLOOR RESPONSE SPECTRA El. 2119' - 0" Rev. OL-0 REF. FIGURE3.7(8)-17 6/86 CALLAWAY PLANT
, FIGURE 3.7(B)-14L SPECTRA- CONTAINMENT BUILDING SSE VERTICAL DIRECTION POLAR CRANE LOCATION WOLF CREEK SITE
DAMPING VALUES
- 0100,
- 0200,
- 0500, 8
n (/) (!) u z 0 0::: w w u z u
< rh
/,; \1\
i\
~ "F ~ ~
\
/ ,_...
~
/
1\ ,_... --~ 0
.1 1.0 10.0 100.0 F R E Q UE NC Y CC P S J DESIGN FLOOR RESPONSE SPECTRA EL. 2119'- 0" Rev. OL-0 REF. FIGURE3.7(8)-17 6/86 CALLAWAY PLANT FIGURE 3.7(B)-14M SPECTRA- CONTAINMENT BUILDING OBE NORTH-SOUTH DIRECTION POLAR CRANE LOCATION CALLAWAY SITE
DAMPING VALUES
- 0100,
- 0200,
- 0500, B
(f)
- (!)
w z 0 ~ I I-IY w _l w u 2 J lrh u
< f fI I r: v~
?- f-! ~
~
0
.1 1,0 10,0 uJD.o F R E Q UE NC Y CCP S J DESIGN FLOOR RESPONSE SPECTRA EL. 2119' -0" Rev. OL-0 REF. FIGURE3.7(8)-17 6/86 CALLAWAY PLANT 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
Dr\MPING VALUES
.0100, .0200, .0500, i
I I 8 1""\ (f) (!)
- **- i j_!
I 1-- ..... i I i z II ! 0 ~ ..... I f-i i 0:: I l w I i I
..J [*.
I I u w 2 ........, I u
< II -*~-*-* ..
( I : t1: ) \~
~~
~ ~ I
- ""F;; -
I I I
.1 1.0 10.0 100,0 F R E Q UE NC Y CCP S J DESIGN FLOOR RESPONSE SPECTRA EL. 2119'- 0" Rev. OL-0 REF. FIGURE 3.7(6)-17 6/86 CALLAWAY PLANT FIGURE 3.7(B)-14P SPECTRA* CONTAINMENT BUILDING OBE NORTH-SOUTH DIRECTION POLAR CRANE LOCATION WOLF CREEK SITE
DAMPING VALUES
.0100, .0200, .0500, 8
1""\ (f)
- (!J u
z 0 1-(l:: LLl
..J LLl u 2 I u
1/r- \
~
~ ~ v- ~~ ~
v 1,-:::: P--- "I\: ~ ...... ~ 0
.I 1.0 10.0 100.0 F R E Q UE NC Y ( CP S )
DESIGN FLOOR RESPONSE SPECTRA Rev. Ol-0 EL.2119'*0" 6/86 REF. FIGURE3.7(B)-17 CALLAWAY PLANT FIGURE 3.7(8)-140 SPECTRA- CONTAINMENT BUILDING OBE EAST-WEST DIRECTION POLAR CRANE LOCATION CALLAWAY SITE
DAMPING VALUES
- 0100,
- 0200,
- 0500, 8
UJ (!) u r--, z 0 ~ H I-a:: w _j r--, w I u 2 u
< 1\ --
til \~ t:l) I~ c? j,-J ~
~
0
.1 1.0 10,0 100,0 F R E Q UE NC Y CCP S J DESIGN FLOOR RESPONSE SPECTRA EL. 2119'- 0" Rev. OL-0 REF. FIGURE 3.7(8)-17 6/86 CALLAWAY PLANT 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
DAMPING VALUES
- 0100,
- 0200,
- 0500, 6 -
(f)
- t.'J u I z i--,
0 r-0:: w _j w u u 2 i fl' i ! ('!) \ V,J ~ ...
~~
1-::v ~ 0
.I 1.0 10.0 100.0 F RE Q UE NC Y C CP S DESIGN FLOOR RESPONSE SPECTRA Rev. OL-0 EL. 2119' -0" REF. FIGURE 3.7(81-17 6/86 CALLAWAY PLANT FIGURE 3.7(B)-14T SPECTRA- CONTAINMENT BUILDING OBE EAST-WEST DIRECTION POLAR CRANE LOCATION WOLF CREEK SITE
DAMPING VALUES
.0100, .0200, .0500, n
(f) (!) u 2.0 z 0 1-0:: LJJ ..J LJJ II n vv I u v- ~ r--
~
u I) II lrv-1-- 1---'
""-- ["-, t1 1,)"'
) v l=
~F ~bE /
' r--
0
.1 - 1.0 10.0 100.0 F R E Q UE NC Y CCP S J DESIGN FLOOR RESPONSE SPECTRA Rev. OL-0 EL. 2119'
- 0" 6/86 REF. FIGURE3.7(B)-17 CALLAWAY PLANT FIGURE 3.7(B)-14U SPECTRA- CONTAINMENT BUILDING OBE VERTICAL DIRECTION POLAR CRANE LOCATION CALLAWAY SITE
DAMPING VALUES
.0100, .0200, .0500, (J)
(!) CJ 2.0 z 0 1-0:: w _j w 1/ n u v l/ v- 1-Jr... u Vull ~ lr v v- rv I-- I-' lr~--' \\\
\'
~
j...-1--'
-::a F-"
b=F ~bE ~ r-0
.1
.. -~
1.0 10.0 100.0 F RE Q UE NC Y CCP S ) DESIGN FLOOR RESPONSE SPECTRA Rev. OL-0 EL. 2119'- 0" 6/86 REF. FIGURE3.7(8)-17 CALLAWAY PLANT 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
DAMPING VALUES
- 0100,
- 0200, . 0500, r>
(f) (!) \....) 2.0 z 0 r 0:: w 1/, _j II vr w u ,__ 1-v lJ u lr- t-r 1-lr ~
!tJ lr t-v 1-r-- IJ lr 1-'
~~ v \~
- F=
~ ~
0 -~
.I 1.0 10.0 100.0 F R E Q UE NC Y ( CP S J DESIGN FLOOR RESPONSE SPECTRA Rev. OL-0 EL. 2119'- 0" 6/86 REF. FIGURE 3.7(8)-17 CALLAWAY PLANT FIGURE 3.7(B)-14X SPECTRA- CONTAINMENT BUILDING OBE VERTICAL DIRECTION POLAR CRANE LOCATION WOLF CREEK SITE
DAMPING VALUES
.0300, .0500, .0700, 2
CJ) (!) z 0 .... 1 0:: w _J u w rn r ~ v~
~
~
\-
u vV F R- ... f---.
/' 1---
[\... ~l\ ll
~~
1-- l.- ~ I vI
/ ~
; ~
@~
v
~
~"'-
~ -
~ ~
0
.I 1.0 10.0 100.0 F R E Q UE NC Y ~ CP S J DESIGN FLOOR RESPONSE SPECTRA Rev. OL-0 EL. 2047'- 6" REF. FIGURE3.7(81-17 6/86 CALLAWAY PLANT FIGURE 3.7(B)-15A SPECTRA- CONTAINMENT BUILDING SSE NORTH*SOUTH DIRECTION STEAM GENERATOR UPPER SUPPORT CALLAWAY SITE
DAMPING VALUES
- 0300,
- 0500,
- 0700, 2
r-I I z r I 0 r---, I) r- 1 oc I
~( D h
/r r ll.l
_J 1'-1
" _J r-ll.l u \
r v u v I
\ v- ~
1- ~
~
i~ v
~
_/
/ v
~ / ~
./
~ r::-
~
~
0 ""'
.s 1.0 10.0 100.0 F R E Q UE NC Y CCP S J DESIGN FLOOR RESPONSE SPECTRA Rev. OL-0 EL. 2047' - 6" REF. FIGURE 3.7(8)-17 6/86 CALLAWAY PLANT 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
DAHP1N6 VALUES
.. 0300,
- 0500,
- 0700, (j)
(!) z 1-- I 0 1- 1 n 0:: u'lJ h w I r I h v
/r ~r t-
.J w u l's r~ Yr ' u I,-
< / v v ~~
I _j
//~ ~
~ ./
/ / ~
~ ~
~
., ~
0
.1 1.0 10.0 100,0 F R E Q UE NC Y ( CP S J DESIGN FLOOR RESPONSE SPECTRA Rev. OL-0 EL. 2047'- 6" REF. FIGURE 3.7(8)-17 6/86 CALLAWAY PLANT FIGURE 3.7(B)-15D SPECTRA* CONTAINMENT BUILDING SSE NORTH-SOUTH DIRECTION STEAM GENERATOR UPPER SUPPORT WOLF CREEK SITE
DAMPING VALUES
. 0300,
- 0500,
- 0700, 2
(/) (.!) z 0 ..... 1 0:: w .J lr v- t-- w u r Vl l'l n v~~ ~ f\
~
u '-~i\ I lr- r-
-l\
IV~ 1\
~ ... v v 'Nl
~
~v v ~~
~v ~ r--
~
~
0 --
.1 1.0 10.0 100.0 F R E Q UE NCY ( CP S J DESIGN FLOOR RESPONSE SPECTRA EL. 2047' - 6" Rev. OL-0 REF. FIGURE 3.7(81-17 6/86 CALLAWAY PLANT FIGURE 3.7(B)-15E SPECTRA- CONTAINMENT BUILDING SSE EAST-WEST DIRECTION STEAM-GENERATOR UPPER SUPPORT CALLAWAY SITE
DAMPING VALUES
.0300, .0500, .0700, 2
(J) I-- (!) I z ) r vj 0 h ~ 1 0:: w I v( ) I if-
)
_J w u /r 1 :t ( v ~~ f-u v~ v vV
~
II lJ ~
~ [/ ~
v~ f-- _/
~
~
,~
0
.l 1.0 tn.o 100,0 F R E Q UE NC Y C CP S J DESIGN FLOOR RESPONSE SPECTRA EL. 2047'
- 6" Rev. OL-0 REF. FIGURE3.7(B)-17 6/86 CALLAWAY PLANT 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
DAMPING VALUES
- 0300,
- 0500,
- 0700, 2
(J) (.0 z v
~
0 1- 1 n I f1 < h r-nl/ n::: v_C / w I I
/r ~r v _\
_j w u
~-~
1/r-,\ \
/fr \
u I
~
1/ vv
~
v'r-ij VI vv
~
~
~
~
~
~v l/
0 ""' 1.0 10.0 100.0 F R E Q UE NC Y CCP S J DESIGN FLOOR RESPONSE SPECTRA EL. 2047'- 6" Rev. OL-0 REF. FIGURE 3.7(8)-17 6/86 CALLAWAY PLANT FIGURE 3.7(B)-15H SPECTRA- CONTAINMENT BUILDING SSE EAST-WEST DIRECTION STEAM GENERATOR UPPER SUPPORT WOLF CREEK SITE
OAMPI"JG VALUES
- 0300,
- 0500,
- 0700, (f)
- (.!)
l..J 2.0 z 0 I-0::: w _j w u I f~
- ~-I\~
~
u v- L.- ........ 1\.1
~ ~
v
~
!.....:: ~
~F"'"
vP ~
~b
~
0
*1
"" 1.0 10.0 100.0 F R E Q UE NC Y CCP S )
DESIGN FLOOR RESPONSE SPECTRA Rev. OL-0 EL. 2047'- 6" 6/86 REF. FIGURE 3.7(81-17 CALLAWAY PLANT FIGURE 3.7(8)-151 SPECTRA- CONTAINMENT BUILDING SSE VERTICAL DIRECTION STEAM GENERATOR UPPER SUPPORT CALLAWAY SITE
DAMPING VALUES
- 0300,
- 0500,
- 0700, (f)
(!) 2.0 z 0 r-0:: UJ _J w u v .'-V
~ '
u v- \ r r- ~
'r r-~ ~
< 'I lv
/ v
~
~
0
.1
.- ~
~~
~
fi::"'
~
F I 1.0 10.0
' t--
100.0 F R E Q UE NC Y CCP S J DESIGN FLOOR RESPONSE SPECTRA Rev. OL-0 EL.2047'-6" REF. FIGURE 3.7(8)-17 6/86 CALLAWAY PLANT 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
DAMPINS VALUES
.0300, .0500, .0700, n
(1) (!) u 2.0 z 0 I-0:: w _] w u v- 1'\
'1'- -r--
~
u v- ...._
< "\ ~
1-" 1-
~
l r r-1'--
~
~p
- /
6Q
....::;~ r-
~
~
~~
0
.1 -~
1,0 F R E Q UE NC Y CCP S J to.o 100.0 DESIGN FLOOR RESPONSE SPECTRA Rev. OL-0 El. 2047'- 6" 6/86 REF. FIGURE 3.7181-17 CALLAWAY PLANT FIGURE 3.7(8)-15L SPECTRA* CONTAINMENT BUILDING SSE VERTICAL DIRECTION STEAM GENERATOR UPPER SUPPORT WOLF CREEK SITE
DAMPING VALUES
.0100, .0200, .0500, 2
(I) (!) u z 0 1- 1 a::: IJJ .J ,_.. IJJ u u t"--1-- v- h 1-l! ~
~u- t\
lr-r [\ ~ 1-lr-- vv
..... 1--
vP
~'/
v- ~ 1\
~
I?
!,..--' Lr
~ r-.
~l/1
[\l.r-1~ ~ v 1.--'1--
.....-::: ~ 1...--
~
0 _,. ~ l.d ~
"- I--
.l l,O 10.0 100.0 F R E Q UE NC Y CCP S J DESIGN FLOOR RESPONSE SPECTRA EL.2047'-6" Rev. OL-0 REF. FIGURE 3.7(8)-17 6/86 CALLAWAY PLANT FIGURE 3.7(B)-15M SPECTRA- CONTAINMENT BUILDING OBE NORTH-SOUTH DIRECTION STEAM GENERATOR UPPER SUPPORT CALLAWAY SITE
DAMPING VALUES
- 0100,
- 0200,
- 0500, 2
(J) (!) f----, z 0 1----1 1 (
< I ,...--
[( lJ .J w u u I VJ r r-f---1 I ) 1\J - 1\ u rr r :I \ ~I -
~ ......
/I
/.~
vv v vv 1\
\_ v I - "'
1'- _-1/\ Q
/I::/ v v ~ i--
~~ ~
0
.... ~
,1 1,0 10,0 100,0 F R E Q UE NC Y CCP S J DESIGN FLOOR RESPONSE SPECTRA EL. 2047' 6" Rev. OL-0 REF. FIGURE 3.7(8)-17 6/86 CALLAWAY PLANT 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
DAMPING VALUES "01 00,
- 0200,
- 0500, 2
(f) (!) h z 0 H I- 1 I 0::: w w 0 _j I J/ r---, r---. r--1
)
u rf ( I i'., I r-hn rl VI - v i'l V\
/,~
/I-
,_,.I/ \ ...._ J v/ ~l\
I- 0 I
/ ~/
v v " ~
~
g ~
~
0 """
.1 1.0 10.0 100.0 F R E Q UE NC Y CCP S J DESIGN FLOOR RESPONSE SPECTRA El. 2047'- 6" Rev. Ol-0 REF. FIGURE 3.7{8)-17 6/86 CALLAWAY PLANT FIGURE 3.7(8)-15P SPECTRA* CONTAINMENT BUILDING OBE NORTH-SOUTH DIRECTION STEAM GENERATOR UPPER SUPPORT WOLF CREEK SITE
DAMPING VALUES
- 0100, . 0200,
- 0500, 2
if} ~ z 0 I- 1 0: w _j r--r\ u 1--
--v- '.../ h r ~
u
~
I
< _)'
\ / _, J
~ I v- t:=
/"
I
,.~
ld ~
~
;/'
,../
~
//
/
/ "" ~~ 1/ ~
0
.1 1.0 10.0 100.0 F R E Q UE NC Y CCP S J DESIGN FLOOR RESPONSE SPECTRA Rev. OL-0 EL. 2047'- 6" REF. FIGURE 3.7181-17 6/86 CALLAWAY PLANT FIGURE 3.7(8)-150 SPECTRA- CONTAINMENT BUILDING OBE EAST-WEST DIRECTION STEAM GENERATOR UPPER SUPPORT CALLAWAY SITE
DAMPING VALUES
.0100, .0200, .05'00, 2
1---1 (J) (!) z I 1---- I 0 1- 1 0:: w 1 ...J lJ lr / 1---1 I vr ( h~ w r-u u I
,)1 r j - 1-v ./
~
v:v
\-
\ 'J ,.-.r-, ',.1
/r- v \
/.~ ~*y h v
/-:/ / v
~
.--::::::::: ~ "'r-8 """'
.1 1.0 10.0 100.0 F R E Q UE NC Y CCP S )
DESIGN FLOOR RESPONSE SPECTRA Rev. OL-0 EL. 2047'- 6" REF. FIGURE 3.7(8)-17 6/86 CALLAWAY PLANT 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
DAMPING VALUES
- 0100,
- 0200,
- 0500, 2
(/) (.9 z 0 H I 1---. I 1- 1 I ~ a::: II ,-- uVI w v ..J 1/ w u I ,--- f-----1 1-Vh n u I r}l I lJ J I
,I-vv vV t"\
/)
v r-\.
\
IJ II ~ I( 1--'
/ ~ !--- I'-
v
./ ~ .../ v '-
.....0::::
Lg ~
.- ~
0
.1 1.0 10.0 100.0 F R E Q UE NC Y ( CP S J DESIGN FLOOR RESPONSE SPECTRA Rev. OL-0 EL. 2047' - 6" REF. FIGURE 3.7(8)-17 6/86 CALLAWAY PLANT FIGURE 3.7(B)-15T SPECTRA- CONTAINMENT BUILDING OBE EAST-WEST DIRECTION STEAM GENERATOR UPPER SUPPORT WOLF CREEK SITE
DAMPING VALUES
- 0100,
- 0200,
- 0500, n
(J) (!) u 2.0 z 0 H I- ~ UJ _j UJ 0 0 v- N"""" r--...
~
I lr- l"'l cr ~ \,-, k::: F= ~~ v ' _'\
~
8
.t -- t.o F R E Q UE NC Y C CP S J to.o too.o DESIGN FLOOR RESPONSE SPECTRA Rev. OL-0 EL. 2047' - 6" REF. FIGURE 3.7(81-17 6/86 CALLAWAY PLANT FIGURE 3.7(B)-15U SPECTRA- CONTAINMENT BUILDING OBE VERTICAL DIRECTION STEAM GENERATOR UPPER SUPPORT CALLAWAY SITE
DAMPING VALUES
- 0100,
- 0200,
- 0500, (J)
(!) u 2.0 z 0 1-a::: L1J ..J w u u /l v- N-r-- r-IT v- h I'-l-l v r 1
~
.r-
/ ~
Q -r-r-:::::::
;:::.~
*t 1.0 10.0 100.0 F RE Q UE NC Y C CP S J DESIGN FLOOR RESPONSE SPECTRA EL. 2047' - 6" Rev. OL-0 REF. FIGURE 3.7(8)-17 6/86 CALLAWAY PLANT 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
DAMPING VALUES
- 0100,
- 0200,
- 0500, (f)
(.!) u 2.0 z 0 1-0:: UJ ...l UJ u u v-N- r-- I-
! u- t"' ""' 1\
" t-..
~
tr' -
~
r-- v 1-1-"' k:: F k! ~ E1 t-- 0
.I 1.0 10.0 100.0 F R E Q UE NC Y ( cp s )
DESIGN FLOOR RESPONSE SPECTRA Rev. OL-0 El. 2047'- 6" REF. FIGURE 3.7(8)-17 6/86 CALLAWAY PLANT 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
s: REACTOR BUILDING EL. 2206' -6" EL. 2170'-9" r EL. 2135'-0" I -~~----~~~~~-- POLAR CRANE ~ ~---=..!EL~-~2...!...,;11:..:::9_'-0=-'-'_
~INTERNAL
. T STRUCTURE
' t STEAM EL. 21 00' -0" EL. 2090' -4" t GEN
~*
'111"'
I EL. 2080' -0" EL. 2083' -11 II J[
,....411l.
))
I
'111
'-SHELL EL. 2060'-0" . .41 EL. 2056' -6"
'111 EL. 2051'-2" EL. 2047'-6" L.. ,
_.;I II' EL. 2039'-0 EL. 2034' -0" II1 EL. 2028' -0" EL. EL. 2025' -9" 2022'-6"
~
'111
~rn .... r- ~ EL. 2013'-5" EL. 2012' -0" , a. &
**r- Xl~v *~
**~
~
~* ~ EL. 2000'-0" t::=t!:i:-~l::::::::f:::3dc::::::tl) ....
EL. 1998'-11"
'-.:r,J Jill.
'6*j------,
,;. 0. VTENDON GALLERY I - .
"*~*
EL. 1974'-3" Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.7(8)-17 LUMPED-MASS/FLUSH MODEL, CONTAINMENT BUILDING
EL. 2106'-6" EL. 2083' -6" EL. 2047' -6"
**'f.'*' ,...._-------..~..........-
EL. 2026'-0" ~~~*-.* . EL. 2000' -0" Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.7(8)-18 LUMPED-MASS/FLUSH MODEL FUEL BUILDING
_J 0:: . 0 . <{<.9 o::<.9 _o _J_J t-0 z_J xeD oco <t: u EL. 2102'-6" EL. 2090' -0" EL. 2087'-2" EL. 2073'-6" EL. 2065' -0" EL. 2047'-6" EL. 2032'-0" EL. 2026'-0" EL. 2016' -0" EL. 2000'-0" EL. 1988'-0" EL. 1984'-0" EL. 1974'-0" Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.7(8)-19 LUMPED-MASS/FLUSH MODEL AUXILIARY/CONTROL BUILDING
EL. 2066' -0" EL. 2047' -2" EL. 2027' -6" EL. 2000'-0" Rev. Ol-0 6/86 CALLAWAY PLANT FIGURE 3.7(8)-20 LUMPED-MASS/FLUSH MODEL DIESEL GENERATOR BUILDING
Veiwt ~.~----------------~------------~--~Z*H 1 i-1 z v CALLAWAY PLANT FIGURE 3.7(8) A-1 DESCRIPTION OF THE MODEL REV OL-14 12/04
LC r I.u.I ur = y r - y s Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.7(N)-1 MULTI-DEGREE-OF-FREEDOM SYSTEM
RESTRAINT DUE TO PRIMARY SHIELD WALL STEAM GENERATOR STEAM GENERATOR UPPER SUPPORT REACTOR RESTRAINT DUE TO YG COOLANT PRIMARY SHIELD PUMP SUPPORT WALL HOT LEG LOWER SUPPORT RESTRAINT LUMPED MASS CROSSLVER LEG R~STRAINT RCL GLOBAL COORDINATE SYSTEM CROSSOVER LEG RESTRAINT Rev. Ol-0 6/86 CALLAWAY PLANT FIGURE 3.9(N)-1 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 SuP~CI'If lll4CII£T "ELOS llf'tiW.C[ $\.lllf4C(5.A.T T!ol( S"AGI;IJI"AOSA.!,.Qi<<<TI'I{ T~A..0801tONE .. 0$0f 7>'1[
..EVfiiOili"UiELS i~HL£ lS!j,(llfLY 5,1;111(1 LOCKING #IIIPIII.uoGE"'-IIfS U TH( TIIIQ 101" ioMl H*( HI() IJCTTOit
~OilM11 £Ln&fl()lll$
L01l£1l COllE "L4H fQ COlt£ 8&111!£1,. SCIIEit LOCIIJ><<l. OnlCH ~CC£Hl8U *t h*£ o* 90" itO* A'fC2tO* UES
~(KIII/IIG. O(Vt<:U 4HO COio!Ta,cl Of' TIC t.:rff()lril ~1'A'T*O'-' (lOot, COI,..-S . .fl!( 41t.\C.>j£0 TO TIO( COitt ~~ '-"0 HE 1'<.4tlS LOCili!Ci Dl~ICU or TN£ SECOICJ.wtY COitE St.I""'fO'l COI.J,N~S IN...,(Il( ATTN..Jo£0 ft;> file COJI( SU'"':JIIIt AliO T1£~.lf(
Y(S$1:!.. MOllll INf{llfltoC£ SVI'(AC[ CO!'IClnO.. I 1 'o'l*t,Yl>!ATLOCII110(lO(V!C£S41t[CIIIIIIP£0.1."(1~UG£D l 'f[lllfY f>o<,H tMS(.T$ *llf U.\1£0 ( OOU {0 Oll) fl£L(II ~ST >OT I"US T,.RIJ !Mft!U'4([)
- vnVAL<.* [UIH>OEfAC[Sf0.04>UIJ;( >JSII!IG '*lOli*U(>Wt11~f1Vfrt
' fUtrY t~&r 'lrTIIO(;$ lit£ Tt~I<T I VISIJ4LLf (UIIJII( 1Nt£!11HC£ SOJitHCUrOII J.IOY £'10tfoOC£ Of O~.tt.! '£1ttr* UHti'OG. VH~ 4 OOU (Q 'lJtl Hfl(ll !;*G( HE\..(111 >1!.1~1 lOOT "H~ f><lfl.l go*
Rev. OL-0 6/86 CALLAWAY PLANT VIBRATION CHECKOUT FUNCTIONAL TEST INSPECTION POINTS FIGURE 3.9(N)-3
CABLE CONNECTION ROL' TRAVEL HOUSING---------... f~ ~
~~~
~~I n~ 1: _J ~
OPERATING COIL STACK ASSEMBLY CALLAWAY PLANT FIGURE 3.9(N)-4 FULL LENGTH CONTROL ROD DRIVE MECHANISM REV. 1 5/15
1mb ilhl'lllt 141WSIIU*
~1:111-..iltfllllli CI'IIUIII!li
"'t.DI I IIIG.l ii'~IMII
_..~we IIV!IIIIi
.-tiiXII Wl!llf COil ~TACt! AS\>"l
~~~~
UFT ((!Ill Cfl
.-tin' llll&f!l.lllm~*-
.* *r.._MI., -~~~~~ "~..' 101:11 WIH
..-f'I.IM 111\111 1 ........
PIIIWAIIIU GIIIAI'O Slilllaa _..d:OII. Ill$ i.OI:Il ~ ~MW 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_,. ~It IIOU
'i\19M llf&ft-lf Sliii'NIIII 'IPIIIIIM H COil..,..
~H&lf Ulil:lil Wlllllll.
!1\11111
~U!IImlollli l~ flh!NII'Ott lll'lllllilli:i
-ili'I!Pilll!li lllli:fiU~
IC!CIII: n.i!IIIGUI S f l l f l - r -.ATOI Q:'ll l"tlil
- li(V
~1 'n1i1K Sf'AT lllllliiA!h' UWCIII CALLAWAY PLANT FIGURE 3.9(N)-5 FULL-LENGTH CONTROL ROD DRIVE MECHANISM SCHEMATIC REV. 1 5/15
~EFORE LOAD TRANSFER AFTER LOAD TRANSFER MG AT 70° AT 70° A B CD A B G)
LIFT COIL OFF 15.640 15.625 0.015 LIFT COIL OFF 15.625 15.578 0.047 B B LIFT COIL ON 16.265 16.250 0.015 Ll FT COl L ON 16.258 16.203 0.047 A AT 650° A AT 650° A B 0 A B 0 Ll FT COl L OFF 15.725 15.679 0.046 LIFT COIL OFF 15.679 15.641 0.038 L1FT COIL ON 16.375 16.387 0.068 LIFT COIL ON 16.387 16.291 0.016 Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.9(N)-6 NOMINAL LATCH CLEARANCE AT MINIMUM AND MAXIMUM TEMPERATURE
0.080 en 0.070 LJ.J
- r u
/
z: /
/
LJ.J 0.060 LIFT COIL OFF l MG CLEARANCE AFTER ~ 0 LIFT COIL ON ) LOAD TRANSFER // c a:: 0.050 <!)
/~
u..; > / a:: 0.040 c Cl z: en 0.030 / /
~
LJ.J
- r u
f- / _J 0.020 ~--- w u / - - 1\'"\__LI FT COIL ON l SG CLEARANCE BEFORE z: a:: < 0.010 ~LIFT COl L OFF f LOAD TRANSFER LJ.J _J u 0.000 0 100 200 300 400 500 600 700 Rev. OL-0 TEMPERATURE (°F) 6/86 CALLAWAY PLANT FIGURE 3.9(N)-7 CONTROL ROD DRIVE MECHANISM LATCH CLEARANCE THERMAL EFFECT
U"£1 CORE ,LATE FUEl USElelY GUIDE , . GUIDE , . ERUGY AtSDIIIU ASSOIILY IIA ..AY COYU 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 REUTIOR SMIELD 'UEl LOIIU CORE IURLE RADIAL SU,OU UY Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.9(N)-8 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 ~\
HEAD & VESSEL ALIGNMENT PIN LOCATION 90^ SUPPORT COLUMN GUIDE TUBES UPPER SUPPORT 135^ ROTO-LOCK INSERT THERMOCOUPLE COLUMN 15^ COVER PLATE 0^ 180^ SPRAY HOLE 270^ 255^ CALLAWAY PLANT FIGURE 3.9(N)-10 PLAN VIEW OF UPPER CORE SUPPORT STRUCTURE REV OL-11 05/00
52 0 0 48 c 0 44 0 0 0 Cl)
,., a 40 0
c 0 c 0 0 z: 36 0
~ 0 0 0 0
- 1 0 0 0 0 0 c 8 c 0 0
0 32 -v 0
~ go 0
t: 28 0 0 0 0 0 0 a: Oo
~
0 0 oc: 0
~ .... 00 nOO 0
0 p 0 0 24 0~: 0 0 c 0 0~ 0 0 0 I 0 II) 20 0 0 0 16 oo 0
<V 0 12 r7
- ~0 7%
8 0 00ot , 0 0 n 4 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 Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.10(8)-1 DAMPING VS. INPUT LEVEL FOR BRACED HANGER SYSTEMS
24 I I I I I 50°/o TO FULLY LOADED TR AY 0 20 L A _/
/
M 16 p 12
/
N I 8 7%
/---- -- -- /
r-..L-
~UNLC DADED TRA' 8 G CON' )UIT 4
(o/o) 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 INPUT FLOOR SPECTRUM ZPA Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.10(8)-2 LOWER BOUND DAMPING AS A FUNCTION OF INPUT ZPA
480 400 320 1kl -t i 240 vl/ 1.-
~
1 60
~.-- ~.-
lWt: / 1.-
~ 1.-
""1"---
~ ~ ~~ ""
80 0 0.1 1 10 100 1000 10000 100000 1000000 Time (Seconds) le/.16 10.W CALLAWAY. PLANT FIGURE 3.11181*1 CONTAINMENT TEMPERATURE ILOCAl
560 480 400
~
~ 320 I It' ~~~ ...~ 240
~~
160 80 0 1 .E-01 1.E+OO 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
~
- J 320
~ -- II
~'~,_
I--,/
/
+-' -
0 L - II ~ ~
~240 E
- v I/
vr/A >-" ())
- / t/
1-- 1 60
- ~ ~ 1- ~:;:::::: ~~
~
80 0 10 - 2 10 -I 1 10 10 2 10 3 10 4 REV OL-12 Time (Seconds) 11/01 NOTE: Containment pressure and temperature response for limiting cases was re- CALLAWAY PLANT analyzed in June, 2000 to assess a reduction in containment cooler performance. However, the curves were bounded by the curves above or FIGURE 3.11(B)-2A 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 CONTAINMENT TEMPERATURE (MSLB) portions of the response curves which are exceeded slightly and would result UPRATED CONDITIONS in negligible curve changes relative to scale values utilized.
450 400
~
~ 350 ~ f -" 300 ~ t! ll. E 250 IJ
... ,. ~~
~;ts 200
~ ,.
*' ~-*~
150 100 I-: ~*
~~ B *' ~--
""'~
~
r--. ... so 0 1.E-01 l.E+OO 1.E+01 l.E+02 l.E+03 1.E+04 l.E+OS l.E+06 Time (second.s) CALLAWAY PLANT FIGURE 3.11{8)-3 CONT~NMENTTEMPERTURE (MSLB AND LOCA) REV. 18 10113
72 1-60 i)' ro... i' ..... 48 r-. \. \
\1" Ill n \
24
...... I'.
I' 12 0 0.1 1 10 100 1000 10000 1 00000 1000000 Time (Seco nds) PSf.18 101117 CALLAWAY PLANT FIGURE 3.11181-4 CONTAINMENT PRESSURE
!LOCAl
72 60 / 48 v It
~
~
~
24
~
,~ ~v
~ II 12 0
0.1 1 10 100 1000 10000 Time (Seconds) REV.17 10108 CALLAWAY PLANT FIGURB 3.11(8)-5 COITAIIMBIT PRBSSURB (MSLB)
ro ~~ ~~
~ ~~~~~~~~~~=-~ ,1~ , ~~~ ~~ ~ , ~
~ ~ ~~'~~
~ ~~~\~ ~:
~ ~~ " ~ '1 ~ !1 ~
I' 36 ~~m -++~~~~~ i 1 '* ~i~ *~~~,~~~~tt-~rrm~~~ I Ie Jal
"~ I( v
)1 \
fltl
~ 24 1---+~m --H+ll+#l-#++++
l.E-01 l .E.OO l .E+Ol l.E-102 l.E-103 l.E-104 l.E+OS l .E-106 Time (seconds) CALLAWAY PLANT FIGURE 3.11(8)-6 CONTAINMENT PRESSURE (MSLB AND LOCA) REV. 18 10/13
8
..,0 CONTAINMENT PENETRATIONS ELECTRONIC DIFFERENTIAL ~ PRESSURE TRANSMITTER 2
8 g N MOTOR OPERATED VALVES
~
.E 2 ~ .. 8
~
a. E g ~
~
i 8 g Note 1: Figure 7A identifies a set of surface tempera-ture curves for cable utilized inside the containment. The worst case configuration is
~ selected for each type of cable identified.
8
-0.00 40.00 80.00 120.00 HIO.OO 200.00 240.00 2110.00 320.00 eo.oo 400.00 Time (Seconds!
REV. 16 10/06 CALLAWAY PLANT FIGURE 3.11(8)-7 SURFACE TEMPERATURE (MSLB) FOR OLD STEAM GENERATORS
8
~
8
~
8 0 p; c 8
~
~ w a:
- ) 8
~ ~ a: w a.
- E w 8 1-
~
8 Curve: A represents E067. E067A. E067B control cables, E061 thermocouple cables. and R... E058 multi-conductor power cables B represents E062 instrument cables C represents E058 single conductor power 8 cables and E060 triaxial cables
~
0 represents E060 coaxial cable 8 8... 0.00 25.00 50.00 75.00 100.00 125.00 150.00 175.00 200.00 225.00 250.00 Time (Seconds) REV. 16 10/06 CALLAWAY PLANT FIGURE 3.11(B)-7A CABLE SURFACE TEMPERATURE (MSLB) FOR OLD STEAM GENERATORS
0 0 ci 10 8 ci
.... ll
.... v v i"- I v
a..., 0 I Note! i/ !£., E I-l'!
"'Q. 0 E ~ "' 0 N I L v
0 I II I 0 ci /~
.---- , _.... _.. ~ .....
0 0 ci 0
~
/
- -- ~""'
> 3 4 !; 6 ~89 Hf ~ J 4 !; ) ~69 101 ) j 4 ~ 6~89 J j 4 !; 6 ~891(j 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
~
8 0
/
u:: -
~
Q; 0 v 0. E
., 0 0
I v .... C"i 0
/,_,
0 0
/ ~ ...........
~
v ....._ 0
-~ - ~- ._
0 0
-) J 0
4 5 6~691d , J 4 ~ ) ~891 01 2 Time (Seconds}
~ 4 ~ 6~ '9 ) ~ 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)
......co
- I (I)
- c. ~
E (I) (Q
~
0
/
/
~
~
8 /
- 0
..,_ 1-' 1-~-'
2 2 J 4;)5 1o-* ~ 5 4 j 57 ! Hf z 5 4 ) s 10 I
~ , 4 ) 5 Hf ~ ., 4 *) 6789 lo' Time (Seconds}
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
~
0 1- ...
~
/ " ~
0 0 10 .,. ""' "~ v .- 0 I-- l,..o- too.
~ .----
c' 0
-i 0
0
!5 4 56~89 Hf J 4 ~ 6789 101 > 5 6~89 3 .4 ~ 6 7a9 Ht
' j 4 Time (Seconds) 2 2 CALLAWAY PLANT FIGURE 3.11(8)-10 AUXILIARY BUILDING HELB TEMPERATURE (ROOMS 1107 THROUGH 1114, AND 1127)
Rev. 9 11/13
0 0
- ri N
I a ..Q; 0
- a. 0 E *
., 0 1-
~
v ~
- ' \. --
0 0 IIi 0
~ - .... .... ~--
..... ~
f:=:::-
--- ~
.-f-"
0 0 d 0 2 3 4 ~ 6~89 Hf 2 3 4 ~ 1789 10t 2 3 4 56789 2 3 4 5 6789 2 Time (Secondsl 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-
~ r--. I' ~t"'
0 0 ~"'~"" v t\ 1\ r-,.. r--
.0 0
- - ~
1\ I' t-- 0 0 0 0 3 4 5 6~89 lcf ~ 3 4 56 ~891 0t ~ 3 45&7a9 > 3 4 56~ *9 Hf ? Time (Seconds) CALLAWAY PLANT FIGURE 3.11(8)-12 AUXILIARY BUILDING HELB TEMPERATURE (ROOM 1126) Rev. 9 11/13
8. i.... v Note 1 v J v I I
-v -~ 1Q" l I 4 ~ S' 1d ..l s 4
- I 1d
, I 4 Time (Secondsl ' 1d l I 4 s 1d I 4 t 1cl 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.
Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.11(8)-13 AUXILIARY BUILDING HELB TEMPERATURE (ROOM 1314-CORRIDOR) Rev. 9 11/13
0 0 g f')
~---~- f..
~
v
. I U:: ~
8 0 N N . "7v e" 0 CD
~ 0 t! 0 II 10
,/
II 0 0 v
~
1/ v 0 0 . 1- .... ~-- ... v 1-0 0
.... , ~ 4 ~ 6~~9 1cf 2 J 4 56~ e9 10 1 ~ ~ 4 5 6~89 2 'j' 4 ~6~89 }
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. CALLAWA Y PLANT FIGURE 3.11(8)-14 SHEET 1 AUXILIARY BUILDING HELB TEMPERATU RE (ROOMS 1201 AND 12021 Rev. 9 11/13
190 Rooms 1203& 180 1203A-Left t.:' 170
~ 160 "U
.._.. 150 w
~ 140
/
~ ------ - Roomsl201 and 1202
<{ 130 /
n:
~ 120
~
- ~ 110 100
,.. ~
90 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 ...
.I I
1/ v v l7
- .... ~-~---
0 0 0 ('If v
/.I 0
0 ./ v
... 3__.. 475e}o9 Hf 0
0
~ J 4 ~-6J69
, 3 4 ~ e789 , 3 4 5ef891d
' 10 2 Time !Seconds}
2 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. 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
------ - Rooms 1203&
1203A-Left
~ 160 1)
'-' 150 w
/ -------
------- - Rooms 1201 and 1202 gj 140 1-
~ 130
/
~ 120
- 1
~ 110
~
~
100 90 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 u: ... 10 E ~ 0 . ciot Q. E 0 1-0 0 ci N v r--- 1--,......_ 0 ~ 0 1-- 1-- """""' t'---t--. ci
... 2 J 0
4 ~ 67~9 j 4 5- 67a9 567a9 Hf ' 1 4 5 7a9 10t 2 2 J 4 2 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. 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 Rooms 1203A* ~ ~ 110 r---- ~
Right& 1204 RoomsllOI*Righl, I 122, 1130 100 90 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 LL 10
~
- J C; 0
- a. 0 E
., 0 1-v ""'~ i'l l,-1 f\ 0 0 ~~ >-.
~ ....
1'- I ""'"~ 1......-: 10
..... ~ ..- t--1'-
0 1--- ~ t--
~
0 0 0 . 0
.... ~ 3 4 ~6~69 ' 3 4 56769 101 2 j 4 5 6 7691 d z 3 4 5e 7~9 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,
.I v
8 v r-... u. Cl> d - ....10 v I
~ "'~
- a. 0 E
Cl> 0 0 v
/
Li 0 II q ~ 0 ll N v 0 ~ v 0 ci 0 s- 4 -F> 6 ~ ab Hf ~ ~ .. s6~~9 10 1 2 ~
- s6 ~891 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
.nN 8
~
8 Ill IJ.. f
~
Ci; 0 I o.o
~
0 0 0 i-- v r- t'-r-, tO
- 0
- ~
I"" I\ I" 8 8
-' J 4 56~ ~9 Hf 2 3 4 56 ],~gl 0' > 3 4 ~ 6 ~891(f ' ~ 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.
E a*
.. 0 1-
~
t-
~
~
0 0 0
.... v
- v ~
f-- 0 0 0 0
~ 4 ~ 8~~9 Hf > ~ 4~~}89 10
, 2 j 4 5 6~89 Hf ., ~ 4 ~ 6 7~9 1d >
Time (Seconds) 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 ~6~89 Hf > !s 4 ~ 6 ~89 10' z ~ 4 ~ )~69 Time {Seconds)
Hf 2 !s 4 ~ 6 ~89 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 Note 1 ~~ _,....,. / " ..._ r-'- /
/
0 0 ci 0
~ 3 4 ~ 6~89 1d i ~ 4 5 6789 101 2 Time (Seconds) 3- 4 5 6789 3 4 56789 1o' )
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
~
Q) 10 B
"'Q; 0
- 0. 0 E
Q) 0 1-0 0 I-- 0
- ~-
0 0 ci 0
~ ~ 4 56 ~89 1r! l 3 4 5 )~ 39 101 > ~ 4 5 6 ~ 69 1c! * ~ 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
8 ci N 8 tri
~
- Q. 0 0
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- /
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0 0 2 !J 4 56~ ~9 1cf > J 4 56789 101 > ~ 4 ~ 6~69 > 3 4 56~e91d 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
0 0 0 0 0 0 ci
<0 -
(") 0 0 0 (") - n - --- - -------------- I' 0 0 ci
~
ro lL "' I I
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10 ' 10 ' 0 10 10 10 T1me !Seconds) NOTE This figure corresponds to the design value of 324 F, with consideration given to super- CALLAWAY PLANT heated blowdowns, this figure is supplemented by Figures FIGURE 3.11(8)-25 JB-7, JB-8, JB-9, and JB-10. Refer to Section 3B.4.2. AUXILIARY BUILDING MSLB TEMPERATURE (ROOMS 1411, 1412, 1508, AND 1509) REV.S 11/10
0 If)
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Time ISecondsl Rev. Ol-4 S/90 CALLAWAY PLANT FIGURE 3.11(8)-26 AUXILIARY BUILDING HELB PRESSURE (ROOMS 1101, 1102,1119, 1120, AND 1121) Rev. 9 11/13
0 It) 0 10 0 (i
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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
/'Jr',..
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0 10
,.,0
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- 3 4 567. s9 2 Time (Seconds!
CALLAWAY PLANT FIGURE 3.11(8)-29 AUXILIARY BUILDING HELB PRESSURE (ROOM 1127) Rev. 9 11/13
..,0 10
. ~
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0 Ill 0 01
.0 0
iii
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4l
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"tri
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Time (Seconds) Note ClliVes hued on CVCS letdown tlowratc of75 gpm at time ofbttak. CALLAWAY PLANT FIGURE 3.11(8)-31 SHEET 1 AUXILIARY BUILDING HELB PRESSURE (ROOMS 1201 AND 1202) Rev. 9 11/13
16.5 I Rooms 1203 &. 0
*~ 16
/ 1203A*Left
- 0.
~ 15.5
/
- J VI VI
~
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/
/
14.5 .II
- - JHI e gg 8 88--H-i) Roomsl201 and 1202 14 0 0.5 1.5 2 2.5 3 3.5 4 4.5 TIMC: {seconds)
Note: Curves based on CVCS letdown Oowrate of 120 gpm at time of break. CALLAWAY PLANT FIGURE 3.11(8)-31 SHEET 2 AUXILIARY BUILDING HELB PRESSURE (ROOMS 1201 AND 1202) Rev. 9 11/13
0 tO 0,..., u:i II r 1-Q) 0 v II Q) ct .,; iJ ll 0..... ll I/ v 0 v 10 3 4 5 6~89 ; J .. ~ 6789 10 > J 4 58789 i ~ 4 561891 rJ !I Time (Seconds) Note : ewves bued on eves letdown llownote of n gpm at time of break CALLAWAY PLANT FIGURE 3.11(8)-32 SHEET 1 AUXILIARY BUILDING HELB PRESSURE (ROOM 1203) Rev. 9 11/13
17 16.5 Rooms 1203 &. 16 / I203A-Left
~ 15.5
/
- J Vl Vl
~
Cl.. 15
/
/
1 4.5 v -E c !H! = ee B B Rooms1201 and 1202 I4 0 0.5 1.5 2 2.5 3 3.5 4.5 TIME (seconds) Note: Curves based on eves letdown llowrate of 120 gpm at time of break. CALLAWAY PLANT FIGURE 3.11(8)~32 SHEET 2 AUXILIARY BUILDING HELB PRESSURE (ROOM 1203) Rev. 9 11/13
0 II) 0 en tti 1-co'iii 0 n
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; 1/
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17 16.5 Rooms l203A-
/
Right &. 1204 0
'iii 16 a.
~ 15.5
/
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/
/
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- Rooms l10l-Righ~
1122, 1130 14 0 0.5 1.5 2 2.5 3 3.5 4 4.5 TIME (seconds) Note: Curves based on CVCS letdown llowrate of 120 gpm at lime of brtak. CALLAWAY PLANT FIGURE 3.11(8)-33 SHEET 2 AUXILIARY BUILDING HELB PRESSURE (ROOMS 1203A AND 1204) Rev. 9 11/13
0 01 ICi
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0 Ol co 0 n lO ca 'iii E-
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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 hr-..
~~
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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
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0 tO 0 m
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0 0 0 N 0 0 ai
- 0 8- 0 00 j 1--
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- 10. 1 10° 10 10' 10' 10 10 Time (Seconds)
CALLAWAY PLANT FIGURE 3.11(8)-39 AUXILIARY BUILDING MSLB PRESSURE (ROOMS 1411, 1412, 1508, AND 1509) REV. 1 11/10
g ci
~
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8 8 - -- .,.,.. / 2 3 ~ 5 6~ sb 1a-* ' ~ 4 5 67!19 lcf J 4 5 6JJ9 10I 3 ~ 5 37 J9 j 4 ~ s7s9 Hf 1 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
~
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' 567.~9 Hf J 4 Time (Seconds)
' } ~ 4 5 )7 ~9 Hf J 4 5 67891 ct 2 CALLAWAY PLANT FIGURE 3.11(8)-41 AUXILIARY BUILDING HELB TEMPERATURE (ROOMS 1103 THROUGH 1106)
Rev. 2 11/13
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Time (Seconds) CALLAWAY PLANT FIGURE 3.11(8)-42 AUXILIARY BUILDING HELB TEMPERATURE (ROOMS 1123 THROUGH 1125) Rev. 2 11/13
8 Jl
\ v I
<< ~ \ ~ 2 !s- 4\ s7iti 1o-* ~ !! 4~6'7 8~ Hf ! J 4 5 ~'7sg 10I 2 J 4 5 $'7 wl 1d l !s 4 5 6~~59 1CJ' ~ Time (Seconds) 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 28.00 32.00 36.00 40.00 Time !Seconds) CALLAWAY PLANT FIGURE 3.11(8)-45 AUXILIARY BUILDING HELB TEMPERATURE (ROOM 1205) Rev. 2 11/13
/
/
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CALLAWAY PLANT FIGURE 3.11(8)-46 AUXILIARY BUILDING HELB PRESSURE (ROOM 1205) Rev. 2 11/13
8 t'i... 8
....~
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0 M
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SLAB GEOMETRY (1-D) hcondensation - - - hconvectlon Insulated Boundary Organic Cast Air Paint '----Iron '----Gap (1) (2) (3) Thickness Thermal Properties Region Material (ft) No. of Nodes K (Btu/hr-ft-°F) PCp (Btu/fP-°F) (1) Organic Paint .0005 6 1.0 20.0 (.006 in) (2) Cast Iron .01092 5 25.0 53.0 (.131 In) (3) Air Gap .0234 2 .017 .0145 (.2808 in) Rev. OL-0 6/86 Equiv. Dia = 2.83 ft Surface Area = 8 fP CALLAWAY PLANT FIGURE 3.11(8)-49 TYPICAL THERMAL MODEL FOR ENVIRONMENTAL QUALIFICATION
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REV. OL-6 6/92 Time (Hours) CALLAWAY PLANT FIGURE 3.11 (B)-50 GAMMA DOSE 50% Cs DETECTORS 1 & 10
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CALLAWAY PLANT FIGURE 3.11 (B)-52 GAMMA DOSE 50% Cs DETECTOR 13
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\lf \ c)f .. r! \ o' . o' 6/92 Time (Hours) CALLAWAY PLANT FIGURE 3.11 (8)-53 GAMMA DOSE 50% Cs DETECTORS 14,24&26
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REV. OL-6 6/92 Time (Hours) CALLAWAY PLANT FIGURE 3.11 (B)-57 GAMMA DOSE 50% Cs DETECTORS 9&12,SUR
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\ 0* 6/92 Tin1e (Hours) CALLAWAY PLANT FIGURE 3.11 (8)-59 GAMMA DOSE 50% Cs DETECTORS 3&15
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REV. OL-6 o*a o-* \cf \ o' \0" o* J [f 6/9 2 Time (Hours) CALLAWAY PLANT FIGURE 3.11 (B)-60 GAMMA DOSE 50% Cs DETECTORS 4&16
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\ o' 1Ql 1 0* 6/92 Time !Hours) CALLAWAY PLANT FIGURE 3.11 (8)-62 GAMMA DOSE 50% Cs DETECTORS 2, 18&22SUB
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15-22
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... REV. OL-6 1o-~ 1 o-* ,rf \ o' l ftf 1 rt 6/92 Time (Hours) CALLAWAY PLANT FIGURE 3.11 (B)-74 GAMMA DOSE 1.0% Cs DETECTORS 9&12 SUBM
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\ o' 6/92 Time (Hours) CALLAWAY PLANT FIGURE 3.11(8)-79 GAMMA DOSE 1.0% Cs DETECTORS 4, 16&21
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FILLER MATERIAL SHALL BE SILICONE AND LEAD MATRIX, FOAMED -IN -PLACE (HIGH DENSITY) SLEEVE ** WATERPROOF! NG ---oofl (WHERE NOTED) WATmSTOP WATERPROOFING ROUGHENED SURFACE (WHERE NOTED) A. ....
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TYPICAL PENETRATION IN WALLS BASE SLAB NOTE ALL WATERPROOFING WILL BE CARRIED TO GRADE ELEVATION. FILLER MATERIAL SHALL BE TYPICAL WATERPROOFING APPLICATION Sf LICONE RUBBER FOAM, FROTHED IN PLACE (LOW DENSITY).---...,_ BOOT SLEEVE ADHESIVE BOND---.... r-----t-BLOCKOUT FILLED AFTER INSTALLATION
-------+-WATERPROOFING COMPRESSION-_._______,
STRAPS Rev. Ol:O 6/86 CALLAWAY PLANT ALTERNATE PENETRATION IN WALLS WHEN FLEXIBILITY OF PIPING IS REQUIRED FIGURE 3.4-1 TYPICAL WATERPROOFING DETAILS
CALLAWAY - SP NOTES TO FIGURE 3.6-1 SHEETS (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 piping in the indicated room. Figure 3.6-1 sheets also indicate which sheet of Table 3.6-4 is applicable for effect analysis. In some cases the Table 3.6-4 sheet associated with 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 the indicated Room No. Rev. OL-14 12/04
8 7 6 5 4 3 2 1 REACTOR AUXILIARY BUILDING BUILDING REACTOR AUXILIARY \ BUILDING BUILDING -o'Z.Z-DLB-Z8' ( P-l) P*'Z. ~-H DLB-28 " H I " ( P-3) l-0 P-3 I P- I +Y I P-4 +X 4~' lj> 'OLV 0
~':lO E.LL. ..J J
44" r/J SLV H?-DLS-l8 " 088 DLB w .
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+Z
~ DBB DLB
.,t:t., ** **
( P-4) 001- DBB-28" (P-'Z.) ~- 004-DBB-28' 002.- 068-28" ( P-1) (P-!) DETAIL 2 G 003- DBB-28" ( P-4) (PLAN J DETAIL (PLAN) ABO
-01 c
TE 1 ' F TORSIONAL RESTRAINT I TYP. l 55 MSR-5A 205 E I 1 06 105 200 1 MSR-7 575 c TE AB01 MSR-2A NOTES:
-13 I . * - INDICATES TERMINAL END BREAK POINT 40
- 2. II - INDICATES INTERMEDIATE BREAK POINT
- 3. ~ - INDICATES STRESS NODE D
1 01
- 4. II~PI - INDICATES CIRCUMFERENTIAL BREAK AT 520 INTERMEDIATE BREAK POINT
- 5. lr~PI INDICATES LONGITUDINAL BREAK AT INTERMEDIATE BREAK POINT MS PBR-9 MSR-6 *J... 6. I TeE 1- TERMINAL INDICATES CIRCUMFERENTIAL BREAK AT END 50 1. 0- INDICATES BREAK POINT NUMBER 1 MSR-1 s.c::==> - INDICATES PIPE BREAK RESTRAINT c 9. STRESS RESULTS WHICH ARE GIVEN IN TABLE 3.6.3 TE SHEETS 1-4, 1O, 11 & 38 CORRESPOND TO THE c NUMERICAL NODAL POINTS SHOWN HERE.
TE 10. EFFECTS ANALYSIS RESULTS FOR EACH ROOM ARE c AB01
,, PROVIDED ON THE INDICATED SHEET OF TABLE 3.6-4
-04 AB01
\
;'l ROOM# IISOI TABLE 3.6-4 SHEET
-05 1411 33 1412 40 2000 I AB01 I 41
- 11. STEADY STATE THRUST FORCES FOR EACH BREAK ARE PROV IDEO BELOW.
BREAK POINT THRUST FORCE LBS. MSR-2 I \ ISGI ITURBI AB01-0I 304.000 290.000 RESTRAINT LEGEND: AB01-05 304.000 290.000 AB01-09 304.000 290.000 AB01-13 304.000 290.000 DIRECTIONAL RESTRAINT
- 12. FOR PIPING OUTSIDE CONTAINMENT, STRESS NODES B FOR LOOP NO. 3 ARE TYPICAL FOR LOOPS 1, 2 AND 4.
' /
BUMPER RESTRAINT ' / \ ISOLATION RESTRAINT CALLAWAY PLANT jl-----H--~ GUIDE RESTRAINT FIGURE 3.6 - 1 II BUMPER RESTRAINT WITH HIGH ENERGY ATTACHMENT TO PIPE PIPE BREAK ISOMETRIC A II MAIN STEAM SYSTEM
... ANCHOR IFOR FURTHER DETAILS OF RESTRAINT TYPES, INSIDE CONTAINMENT (AB01)
SEE SECTION 3.6.2.3.31 REV. OL-15 5/06 (SHEETl) 8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1 RESTRAINT LEGEND: DIRECTIONAL RESTRAINT H H BUMPER RESTRAINT 574 +Y
+X ISOLATION RESTRAINT
+Z
~--n-----@ GUIDE RESTRAINT ANCHOR G ":!'0 G
** BUMPER RESTRAINT WITH ATTACHMENT TO PIPE
;.,\b.,.....-
/
!FOR FURTHER DETAILS OF RESTRAINT TYPES, SEE SECTION 3.5.2.3.31 0---~
874 FWR-6A F F FWR-7 A FWR-9A AEO
-01 c FWR-13A TE E *'
E FWR-2A 125
,;-3--*'
'1- o~>Y~----
~.l-' FWR-12 920 M M FWR-7 NOTES:
FWR-14 D 1. ~ - INDICATES TERMINAL END BREAK POINT D 2 . * - INDICATES INTERMEDIATE BREAK POINT
- 3. c==> - INDICATES STRESS NODE
- INDICATES CIRCUMFERENTIAL BREAK AT INTERMEDIATE BREAK POINT FWR-13A
- 5. II~P I - INDICATES LONGITUDINAL BREAK AT INTERMEDIATE BREAK POINT
,qp* FWR-9 6' I TeE I - INDICATES CIRCUMFERENTIAL BREAK AT TERMINAL END 125 7. 0- INDICATES BREAK PO I NT NUMBER c c 8 -~ - INDICATES PIPE BREAK RESTRAINT c
TE
- 9. STRESS RESULTS WHICH ARE GIVEN IN TABLE 3.6-3, SHEETS 5, AEO 6. 12. 20. 24 & 24A CORRESPOND TO THE NUMERICAL NODAL FWR-6 POINTS SHOWN HERE.
-04
- 10. STEADY STATE THRUST FORCES FOR EACH BREAK ARE PROVIDED BELOW.
REACTOR AUXILIARY BREAK POINT THRUST FORCE LBS-BUILDING BUILDING (Z4~) ( 145) AE04-01 321.780 AE04-04 321.780
- 11. DELETED.
I P-" FWR-2 I P-1 12. EFFECTS ANALYSIS RESULTS FOR EACH ROOM ARE PROVIDED ON THE INDICATED SHEET OF TABLE 3.6-4 B ROOM I ISO I TABLE 3.6-4 SHEET B 2000 I AE04 I 44 14- E<<-e-14" 1 411 39 (P-ID) 8?.-EBS-14 " . 141 2 40 ( P- Co) II :~~- 13-EL!!>-14 (P-1) 81-EBB-14 {P-71 EBB ELB CALLAWAY PLANT DETAIL FIGURE 3.6 -1 (PLAN) HIGH ENERGY A PIPE BREAK ISOMETRIC A MAIN FEEDW ATER SYSTEM INSIDE CONTAINMENT (AE04) REV. OL-15 5/06 (SHEET 2) 8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
+Y
+X REACTOR AUXILIARY H BUlL DING **. , *** i
'4;* BUILD I NG H
'ti*.,
IB" I'Z." +Z I P-S I r I P-8 I NOTES: (
, - I I
I u 1'
* - INDICATES TERMINAL END BREAK POINT
*0 (P*C:.) 1'1-EBB- 14
* !_3011 - SLY
- 1 I*EL8*14 " 2. - INDICATES INTERMEDIATE BREAK POINT
*b;* ( P-c;)
- -o:lk "
(P*8) 80-£88-1 4" '
..,C;:i, 12 - EL8*14 01
- 3. - INDICATES STRESS NODE EBB ELB ?C~.
(P*8) e.o G 110
- 4. lr~PI - INDICATES CIRCUMFERENTIAL BREAK AT INTERMEDIATE BREAK POINT G
- 5. II~PI - INDICATES LONGITUDINAL BREAK AT INTERMEDIATE BREAK POINT DETAIL (PLAN) - 6 *1TcEI- INDICATES CIRCUMFERENTIAL BREAK AT TERMINAL END 7.Q- INDICATES BREAK POINT NUMBER 8.~ - INDICATES PIPE BREAK RESTRAINT
- 9. STRESS RESULTS WHICH ARE GIVEN IN TABLE 3.6-3. SHEETS 7,
- 8. 1 2. 20, 24 & 24A 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 F ROOM # TABLE 3.6-4 SHEET F
1 411 39 141 2 40 2000 I AE05 I 45' 46 595 585 ROOM 1411 11. STEADY STATE THRUST FORCES FOR EACH BREAK ARE PROVIDED BELOW. BREAK POINT THRUST FORCE LBS. AE05-01 321 '780
/
/ AE05-04 321 '780 I ...-A 114"
- 12. DELETED.
E G FWR-18A 720 E
.......'""'1.-" 0'
<<:'<--<::5
,, "y
/'
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"--" FWR-17A M FWR-10A M FWR-16A 10 FWR-1A AE05
-04 D c FWR-10AV D TE
,, 0 795 100 FWR-18 FWR-15A ROOM 1412 AEO 820 RESTRAINT LEGEND:
-01 c
c TE DIRECTIONAL RESTRAINT c 100 BUMPER RESTRAINT FWR-1 ISOLATION RESTRAINT FWR-11 1}---H-----@ GUIDE RESTRAINT ANCHOR B B FWR-15
** BUMPER RESTRAINT WITH ATTACHMENT TO PIPE
!FOR FURTHER DETAILS OF RESTRAINT TYPES.
SEE SECTION 3.6.2.3.31 FWR-1 CALLAWAY PLANT FWR-15 FIGURE 3.6 -1 HIGH ENERGY A PIPE BREAK ISOMETRIC A MAIN FEEDW ATER SYSTEM INSIDE CONTAINMENT (AE05) REV. OL-15 5/06 (SHEET 3) 8 7 6 5 4 3 2 1
CALLAWAY - SP Figure 3.6-1 (Sheets 4 through 7) Deleted Rev. OL-0 6/86
H NOTES,
* - INOICA,f($. l£RMtfriAl (PolO lllllAili'OII\fl 2 * - tNO!CA!tS.I,.lfiUIEOIAH IIIH,O,Il rQII'i1 G
0 - I"'OIC.lHSSTIUSS.NOOf_ U!1 - ~~~~;: !~~;~ACUMF £RHH "\l 8Rf All AT IN:Tf RlllfOIA H
~ - :;;,::r~H;~Ii~L IA£Ak A't !HT£f!:ti£01A1t l> liJ
- IHOICAfUCUICUMHRiffTIAl &REAil AT TE"""I'<!At £"<!>
0 - INOIC ... TU&Rl.U:J'OIJ!IfNUMSfJI i~-lNO!CA.TtSPII'fllf'lf ... KIItiTfiA.ll'll II- SUIE5$1HSULTSIY>11CH ... RE GIV(NINTAIIUJ:'J SHHT !<./; CORRfii'ONO TO THE NUIIIIRICAL NODAL I'OINTI SHOW,_. HlRf 1(1 - ~~~!~~~::~.;;RuST fORCU fOR EACH IIIIUil AJif THIWITfOflel.lN 880?-01 64,304 F
-02
-03
-04
-05
-06
-07
-08
-09
-10
- 12
-13
-14
-15
-16
-17 64,304
-18 16,437
-19
-w E
-n 16.!37 104,304.
-25
-2?
I ((,4,304 1360?.- t<:t 1(,,437 8t.oz.-~o ~~.4-~1 II EFFECiS. A.NA.lYSIS R"ES.ULTS FOR. E.O.C:.H ISOMETRIC A,U ROOM.(I50) l PROVIDED ON THE IN.OICA\E.O SHEET OF TA8.LE ::'.;. ':>**4, TA.aLE ~G.-4 ~EEi 2000 (BOOZ) - -t7 D c Rev. OL-0 B 6/86 CALLAWAY PLANT FIGURE 3.6-1 HIGH ENERGY PIPE BREAK ISOMETRIC REACTOR COOLANT SYSTEM A PRESSURIZER RELIEF (8802) (SHEET 8) 8 7 6 5 4 3 2
H G ar OIRcCT<ONAL ReS I RAIN! 8UMP£R RE ~TRA!NT
@ ISOLATION RESTRAINT F
~--*-1 r--t GUIDE RESTRAUH 61 BUMPER RESTRAINT WrfH 1II A'fTACHMENT TO PIPE FURTHER DETAILS OF RESTRAINT TYPES SECTION 3 6 2 3 3)
A ANCHOR E NOTE~'.
* .. !NO!LA!lS lERMoNAl P<O 8R{AII: ~!NT l
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. * <NDl(:.o,J[S81HAOO: ;>011\il NUMSE~
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!O - $t£j11,0Y*S1 AU h;RUSl fORCU FOR fACti .IlEA* .t.Ae i>ROVIOfOJHlOW
!'~""'o_'~='"'-'--+-~ftiRY~.!.~'~"'-C'e""'---j aeoq- -o1 ;~Jt/
I~ 8804-09 t',.B-04-10 1'3M4*11 SM4-IZ c eeo4-1'3 B Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.6-1 HIGH ENERGY PIPE BREAK ISOMETRIC REACTOR COOLANT SYSTEM A PRESSURIZER SPRAY (BB04) (SHEET 9) a --~------~------~----~6~-----r------5 7 4 I 3 2
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
8 7 6 5 4 3 2 1 H H
+Y
+X
+Z G G
~~
*.o. '4.*
v:*. - INDICATES STRESS NODE IB"¢5LEEVE
- 4. II~PI - INDICATES CIRCUMFERENTIAL BREAK AT INTERMEDIATE BREAK POINT 5* II~PI - INDICATES LONGITUDINAL BREAK AT INTERMEDIATE BREAK POINT 6 *1TcEI- INDICATES CIRCUMFERENTIAL BREAK AT TERMINAL END DETAIL E 7.Q- INDICATES BREAK POINT NUMBER E
8.~ - 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 M PROVIDED BELOW. M BREAK POI NT THRUST FORCE LBS.
BB07-01 ILOOPI 4968 BB07-01 1 eves 1 132
- 11. EFFECTS ANALYSIS RESULTS FOR EACH ISOMETRIC ARE PROVIDED ON THE INDICATED SHEET OF TABLE 3.5-4 D ROOM # I I SO I TABLE 3.6-4 SHEET D 2000 I BB07 I 52 0
-01 c
TE RESTRAINT LEGEND: 10 DIRECTIONAL RESTRAINT BUMPER RESTRAINT c c P-40 ISOLATION RESTRAINT AZ. 208°-30' tEL. 2009'-G"
/
GUIDE RESTRAINT I ANCHOR v Ill Ill BUMPER RESTRAINT WITH ATTACHMENT TO PIPE B B IFOR FURTHER DETAILS OF RESTRAINT TYPES, SEE SECTION 3.6.2.3.31 CALLAWAY PLANT FIGURE 3.6- 1 HIGH ENERGY PIPE BREAK ISOMETRIC A REACTOR COOLANT PUMP D A SEAL WATER INJECTION INSIDE CONTAINMENT (BB07) REV. OL-15 5/06 (SHEET 12) 8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1 H H
+Y
+X
+Z G G
~
1*.
- 1.'1*
AUXILIARY BUILDING *4
~
REACTOR BUILDING ( 133) ('2.~1) ROOM 1322 ,;,"(REF.) (REF) F F NOTES: 130-BCB-2" FOCI ..J 1. ~ - INDICATES TERMINAL END BREAK POINT 18" ,0 SLEEVE BY OTHERS e FOO~ 2. Ill - INDICATES INTERMEDIATE BREAK POINT
- 3. c==> - INDICATES STRESS NODE
- 4. II~PI - INDICATES CIRCUMFERENTIAL INTERMEDIATE BREAK POINT BREAK AT DETAIL 5' I H I BOB s.ITcEI- TERMINAL INDICATES CIRCUMFERENTIAL END BREAK AT 3..-// PIPE TO --r-f---<of,,.J
-04 E
1/2// TUBE ADAPTER 5.Q- INDICATES BREAK POINT NUMBER E c TE 7.~ - INDICATES PIPE BREAK RESTRAINT 140 8. STRESS RESULTS ARE GIVEN IN TABLE 3.6-3, BOB CORRESPONDING TO THE NUMERICAL NODAL POINTS SHOWN HERE.
-13
- 9. STEADY STATE THRUST FORCES FOR EACH BREAK ARE M c PROVIDED BELOW. M IBP BREAK POI NT THRUST FORCE LBS.
BMOS-03 ICVCSI 132 SOB BMOS-04 ICVCSI 132 BMOS-09 ILOOPI 4968 BMOS-09 ICVCSI 132 BMOS-12 I CVCS I 132 BMOS-13 I CVCS I 132 D D
- 10. EFFECTS ANALYSIS RESULTS FOR EACH ROOM ARE PROVIDED ON THE INDICATED SHEET OF TABLE 3.6-4 OB ROOM # TABLE 3.6-4 SHEET
-12 40 2000 53 c
IBP c TE RESTRAINT LEGEND: 70 55 BOB
-03 DIRECTIONAL RESTRAINT 75 c .. BUMPER RESTRAINT c
BO ISOLATION RESTRAINT
~H GUIDE RESTRAINT ANCHOR 7
RIGID HANGER c TE B Ill BUMPER RESTRAINT WITH B ATTACHMENT TO PIPE BOB
-09 Ill I FOR FURTHER DETAILS OF RESTRAINT TYPES, SEE SECTION 3.6.2.3.31 125
~"'
't> CALLAWAY PLANT
'"1 FIGURE 3.6- 1
- '\.,
~
EL. 'l.OOS~-." <~)* HIGH ENERGY
...1..'212° '-'
PIPE BREAK ISOMETRIC A r
'I)
REACTOR COOLANT PUMP A A SEAL WATER INJECTION
~I INSIDE CONTAINMENT 3 *c
~,
0
"~" 11.p. t. (BBOS)
REV. OL-15 5/06 (SHEET13) 8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1 H G +Y G
+X
+Z F NOTES: F
- 1. ... - INDICATES TERMINAL END BREAK POINT
- 2. Ill - INDICATES INTERMEDIATE BREAK POINT
- 3. c==> - INDICATES STRESS NODE
- 4. II~PI - INDICATES CIRCUMFERENTIAL BREAK AT INTERMEDIATE BREAK POINT
- 5. II~PI - INDICATES LONGITUDINAL BREAK AT INTERMEDIATE BREAK POINT 6 *1TcEI- INDICATES CIRCUMFERENTIAL BREAK AT TERMINAL END E 7. 0- I NO I CATES BREAK PO I NT NUMBER E
8 -~ - I NO I CATES PIPE BREAK RESTRAINT BB09 09 9. STRESS RESULTS ARE GIVEN IN TABLE 3.6-3, SHEETS 41 & 60, CORRESPOND TO THE NUMERICAL NODAL POINTS SHOWN HERE.
-03 -04 M c c 10. STEADY STATE THRUST FORCES FOR EACH BREAK ARE PROVIDED BELOW.
M TE TE BREAK POINT THRUST FORCE LBS. 35 130 BB09-03 ICVCSI 132 8B09-04 ICVCSI 132 8B09-09 I LOOP I 4968 8B09-09 ICVCSI 132 8B09-12 ICVCSI 132 D 8809-13 1eves 1 132 D c II. EFFECTS ANALYSIS RESULTS FOR EACH ROOM ARE IBP PROVIDED ON THE INDICATED SHEET OF TABLE 3.6-4 ROOM 1322 REACTOR BUILDING 8809 ROOM # TABLE 3.6-4 SHEET
-09 1322 28 2000 55
':)" c L.L. TE RESTRAINT LEGEND:
~AZ.
!L.2005*-~
zos*-o' '-..
~
FOOl
- 47E 7 't. - ~, .. - - - - - - - +-"1-l* DIRECTIONAL RESTRAINT c '.._
F-3'9 c c
' IBP BUMPER RESTRAINT 809
-13 ISOLATION RESTRAINT j}---H---1@ GUIDE RESTRAINT
. 0,.* . ....._. . .
AUXILIARY -~
. 4,.
. -.l,'
. ,,-...~ REACTOR Ill BUMPER RESTRAINT WITH
. b' ATTACHMENT TO PIPE B BUILDING BUILDING Ill B (1'33) Ip-:,g I ( 231)
FOOl ROOM 1322 L --t-+~(o* (REF.)
!FOR FURTHER DETAILS OF RESTRAINT TYPES, SEE SECTION 3.6.2.3.31
'2 ANCHOR 1=002.
18CSLEEVE BY O,.HERS F003 CALLAWAY PLANT M* 20'!. FIGURE 3.6- 1 1 HIGH ENERGY PIPE BREAK ISOMETRIC A REACTOR COOLANT PUMP C A
~(C:-'1)
DETAIL SEAL WATER INJECTION INSIDE CONTAINMENT (BB09) REV. OL-15 5/06 (SHEET14) 8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1 A\lX\ll !I.RY REP.c.IOR BUILDING B\J\\..0\ MG H (r~;.) I P-~?. I (2.~\) H ROOM 1322 REA.C~OR P.BBOI!!> COOL.O.Ni (B~E>OD2S) PUMP
+Y
+X
+Z G DETAIL ffirE-e) 7 G
* "~
~....
c ...
~-~-
TE v., s7 ~ BB 11
"'~
~\
c:t._ ~\\,
-1 1 '~'<!- ~
F F B 11
-05 c
TE 1 10 E E 20 M c M 1 65 TE BB 1 1
-04 D NOTES: D I. ... - INDICATES TERMINAL END BREAK POINT
- 2. Ill - INDICATES INTERMEDIATE BREAK POINT
- 3. ~ - INDICATES STRESS NODE
- 4. II~PI - INDICATES CIRCUMFERENTIAL BREAK AT INTERMEDIATE BREAK POINT
- 5. II~PI - INDICATES LONGITUDINAL BREAK AT INTERMEDIATE BREAK POINT 6 *1TcEI- INDICATES CIRCUMFERENTIAL BREAK AT TERMINAL END c I':>C..- SC: B* 2."
¢. EL. "2005 ~<D" A.Z.201" ~o*
- 7. 0- INDICATES BREAK PO I NT NUMBER c
8 -~ - INDICATES PIPE BREAK RESTRAINT
- 9. STRESS RESULTS ARE GIVEN IN TABLE 3.6-3. SHEETS 42 & 61 CORRESPOND TO THE NUMERICAL NODAL POINTS SHOWN HERE.
RESTRAINT LEGEND: 10. FOR PROB. NO. 278. STEADY STATE THRUST FORCES FOR EACH BREAK ARE PROVIDED BELOW. BREAK POINT THRUST FORCE LBS. DIRECTIONAL RESTRAINT BBII-04 132 BBII-05 132 BBII-11 I LOOP I 4968 BBII-11 ICVCSI 132 BUMPER RESTRAINT B B II. EFFECTS ANALYSIS RESULTS FOR EACH ISOMETRIC ARE PROVIDED ON THE INDICATED SHEET OF TABLE 3.6-4 ISOLATION RESTRAINT ROOM tt I I SO I TABLE 3.6-4 SHEET 2000 IBBII I 51 1}-------H-----@ GUIDE RESTRAINT ANCHOR CALLAWAY PLANT FIGURE 3.6- 1 HIGH ENERGY Ill BUMPER RESTRAINT WITH PIPE BREAK ISOMETRIC A Ill ATTACHMENT TO PIPE REACTOR COOLANT PUMP B A SEAL WATER INJECTION IFOR FURTHER DETAILS OF RESTRAINT TYPES. INSIDE CONTAINMENT SEE SECTION 3.6.2.3.31 (BBll) REV. OL-15 5/06 (SHEET 15) 8 7 6 5 4 3 2 1
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
~ H l /*x
~*z F
IICOI*/)6
&Ctii*OI IG,l:II*O, HO:>O H_CIOO SGOHI!rJ HOOO "OHI!rJ 14MO I!.Mit4{Jl HOOO IC.OH4!l") 14,000 E
DIRECTIONAL P[STRfiiNT BUMP(R ~E~TRAI,...T
'I'M
~ ISOLAn ON RESTRAINT Hf-11 GUIDE RESTRAINT REV OL-8 11/95
------- -v-F>LANT
-CALLAWA FIGURE 3.6-1 HIGH ~~~~~~TRIG PIPE BREA N HX NCP TO R~JNTAINMENT OUTSIDE A
CVCS - (BG01) (SHEET 18) 8 7 6 5 4 3 2
H NOT ES' *Z G
* -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(
~ * ~'".~*;::~~~;IICV"'T(II(H I14\ 1 11(6. 6 , ,., 1 1 .,.,(0ifl f l
'), ~ - ::'~::.:,!H\O .. II TUOI"AL 1 111 4*
- T tHI(
- oo(Ot411
& [ft] - IOfOI(*IUCt.CI,,..f(.(l'olliAlllll 4 1l4T lfii ... IOj4\ THO
- f. 0 * "'*01C4TISIII(U: I'OoH I HUMitJII
.!J@) - IOjO* t *tts** r l l llf ,U , IIUtii*IHT Q- ~~:~s:~~\:~ ~.:c..::.~~~~=~~!:~:,~' ~~:~~: ' ~'*
l.} - ~:~~~:.:.1 ;~~~*~:~ ~::':' ~:~:.~.:"* * "0 lfiiU )t4SNtlf F 1107 1114 IllS 110) ,. lO lll( .. lti'Q!N t IHIIV$1 fOOl(( , ~~~
***~'~
BWZ*OI 8 <001
- 04 * !it , ,.,~
BGOZ
- 0 7 /I, L I'
~Z* IO l ~l. "
I COOZ* 12 49, ~7' J (o() l.*l ) 1&. 170 E IC.OZ *\ 4 49, S7S J GO Z* I ~ 41), ~r:, I G.OZ *I6 \I, Zl
- J GoCl
- IT I I, Zl'
&oO'Z.
- t& 1&,1 ,0
~-
0 c ar RES TRII!N.:I LEGEND DIREC To O N A L RESIRAINT BUMPER RESTRAINT 8 REV OL-8
@ ISOLATION RESTRAINT 11/95 H H GUICE RESTRAINT CA LLAWAY .PLANT .
FIGURE 3.6-1 HIGH ENERGY
!ill BUMPER RE STR AINT W ITH PIPE BR EAK ISOMETRIC IQ 1\Tl AC HMC:NT TO PIJ'(
CCP A & B DISCHARGE A
~ ~~~ ~~~;~ENA)~:. ~~~L-~)OF RESTRA INT lYf'[~ CVCS - OUTSIDE CONTAINMENT A ANCHOR (BG02)
(SH EET 19) 8 7 6 5 t 4 3
H G ISI..'lLP.110\.! RE~'T\VI.1~1 1!14. t I
'0 NOTES
[l;j F l-',CUJ*O l a,~ fiESTRAINT _LE~E~J DIRlCT<ONAL RCSTR<"Nl BUMf'fR Rf STRAINT D w r~~J ISOLATION RESTRAINT
~ If ~ GUIDF RF'>TRAINT c
II HrECTS ANA.LV!>IS ~£ ON THE INDICATEOS SUlTS !'"OR EACH ROO ROoM* HEET Of TA5LE. 3 Go*4 MAll!: Pli!OVIDED
~ -~-- TA<?L~. ~ ~-~ _~HEE1
\~~~ ~ 2~
Ill~ !: f l-B Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.6-1 HIGH ENERGY P1Pfv~~EAK ISOMETRIC 0 -LETDOWN UTSIDE CONTAINME IBG03l NT (SHEET 20) 8 7 6 5 4 3
-------~------
.. H RESTRAINT l:* LEG~ND
*l OIA£CT10NA.l 1t£STRAINT G
~ ISOl'TtON *<>TOAtNT
~--4 H CUIO( ABTitAIHT F
.,9UP-4"'£A R£Slii:AINT WITH
- ATTACHP-4(Hf TO Plf'E 1
rrolt F'VIHH£1t 0{ U.l'l\ Of' ilt[STitAHH TYPES SU: S£Cll01'1' lIS 1.) ll A ANCI~ E
* .....,oc:*tffrttu... ,. .. \f""""*- 1
*"""')I(:Illftoott{*<oil>oAift<lfAO("... f
-~lllflt*oocvw~f"'t'lf*'-4-*"'***a*,..*t-DO***
*****"o*fl
~ H)(.un t.ONGHVO!flloll. ..-t,uc n Yll(ff*WftM..lt(
.... tMI'OH1, 0 ffi] _ ~.l.tUC>IO'(c~~f10f<IY!At t'*ta~~; 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-.. "- CO"'OII~>QI ... -I.I(oll~&t"'t<'fll~"'1"1 tO* ('N"f(:U *"'"tYil' ~!IIV\'1 ~ fU .. ~ **t "-'C>tl
.,_., '""' ,..l)<o(.#ftO lw** o; "'"'"' tt-a .
- -**--- ....... **~*"'"------
IIU HI"' II 'Ill UO-* n~* IHI 11*Co*n*....,ttr~;.u c " Hf*.,..***ur ,_,.,, l'l:'loOoC"'t ~ t.o<oo
,., 4 ~ ~** ,...,..,Dr* *ne-
_!!.f_t!_'!~- *~.!_~ ... ~
~.,.
*W
. REVOL-8 B
- r. 11/95
......... CALLAWAY PLANT
* ,.,ll ... '""'~11
~~~- ,~,
...... FIGURE 3.6-1 HIGH ENERGY PIPE BREAK ISOMETRIC CVCS _SEAL WATER INJECTION OUTSIDE CONTAINMENT (BG09)
(SHEET 211 8 7 6 5 4 3
H!! H
,y t 'X l/ /
/
,, ,z G
NOTES'
~O!CATE.STERMINAL 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 F 8.~-IIIIO*CATESI'!PEBREAkRESHIAINT
- 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
~>04 __.~I
!L STEAOYSTATt THRUST fORCES FOR tACH8R£AK ARf PROVl00 &flOW
==-+--,-~~USTfORCE, l8S BGt()-01 5,2.72.
IGI()-03 5,272 E IIGI0*0-4 5,2.72. tGI0*05 5,2.7Z
&GI0*06 D
0 t(~
}. c B
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 8 7 6 5 4 3 2
~ H
+y l: *z G
NOTES'
* - INOILAHS HR!o!lllj.\l HID IRE ... K 'OINT 2 *
- ll\jQICATESINTliHoiiEOiilll{ BREAK K!ll'lll 0 INOICAltSSlRESS"'OOE
~ _ ~~~~~~~*;::~~~~RCUIIIfEAHITIAl BREAK AT INTHIMEOIA,T(
[;Q - ~~T~~l~NGITUOIN.t.L IREAK AT INTERMEDIATE 5G-7 {. Gll INOICATtsCIRCUMHRUHI.O.l8REAK AT TERMIIIIAL UW 0 - INUICAHS BIHAK POINT NUIIIBH*
~ C~-~_.) INOICAltSPIP[ BREAK A[STRII.INT
- &1<11$SRlSULTS\VI11CHAR[ GIVENII'OTABLE 163 Sl-lttl:l1},14,tlS CORRESI>Of.ltl TO TtU NUMERICAL lljQ~Al '!liNTS StlOWN HEAl EFFECTS ANAL VSIS AUUL Ho FOR EACH ROOM AIH PRO VIDEO ON THE INOICATEI1SHEET OF TABLE 3 6_.
1104 1105 IIZS
~~~~~E~::~;:RUST FORCES FOR EACH BREAK ARE THRUST FORCE, LIS IGII*Ol &,5117 E BGII*03 &,517 IGII-04 8,587 IGII*OS 11,587 IGII-06 1,5&7 IGII*OII IGII-08 IGII-10 14,797 15,216 8(011-IZ IGII*I!
1,!587 D c RES TRAI!{f___LEG~ND
------==-=-- ~~**
DIRECTIONAL RESTRAINT BUMf'(R HESTRA!NT B
@ ISOLATION RESTRAINT Rev. OL-0 6/86
~ }--~ GUIDE RESTRAINT CALLAWAY PLANT FIGURE 3.6-1 HIGH ENERGY
.1 BUMPER RESTRAINT WITH PIPE BREAK ISOMETRIC 1
- ATTACHMENT TO PIPE (fOR FURTHER DETAILS OF RESTRAINT TYPES LETDOWN TO REHEAT HX CVCS - OUTSIDE CONTAINMENT A SEE SECTION 3 6.2 l 3)
- ANCHOR IBG11)
(SHEET 23) 8 7 6 5 4 3 L
H RESTRAINT LEGEND NOTES' c:: D>RfCT!ONAL RSTRAINf l 1 0 . _ <HOOC::.O.HS ((I'IMI~Al fHG.IItA-11 ffliNl
->#oiOIC.TUl"'lffUoi(QIArlll'lfAj(l"(l101f INOtC.AJUSTI'UQN1004!
w
~ BUMPER fH:::SntA!NT ~ _ ~....O~~:~~,;~~tei.IMUIUOITIA.i,. .11\l.U;: Af >OiftiiMtOtiH(
'.. ~ _ ~T~H'r:~Hl.IQIH.oi.L 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 ISOLATION RESTRAINT - li!IOICATU.Jit,a,(""J'NlNVfiiiUI'I t - INOICATU,!U 11:"-t.u: I'IUT*U*"'IT
,
- STA£UI'IlSI.X.n*""ICW.t;flll qJvl!ot<NYAatt lfl, s .. ttTS.~.z.*v,,i}" G H H GUIDE RESTRAINT U t ~\<;0A.I'It$POHO fO THt ,..,....(1\ICAl NOCI4t. ,-QifOU $\'(OWN joifiU 10 - $T(M'IT :rU,T( Hti'IUST ~QttCUJO!II l..-.otiJII~oU: A.. (
,'IOVI00 *nCM 6<1-21-QI Z3,37J,
-oz 23.37.3
-o* 1'1,2.17 Iiiii BVMPER RESTRAINT WITH
-OS !9. Zl1 I?,Zl1 I~~ ATTACHMENT TO PIPE (FOR F"VRTHER OETAfl'S OF Rf:.SfRAlNT TYPES
-or
-08
-09 ZJ, ZIO l),Z'O lS,l.ll)
SEE SE:CTEON J.6 2.1 J) _,
-10 23, liO
- 21. 210
~*2LOOP 19'. ~56 A ANCHOR -tl eves ~~. 271
~1* i,QOP 19,6$6-
~1-+ C.V<.S 111.1.11
-1,: LooP /'1, f.5b F
~ ~s eves. 19,2.77 1'1, 211 19,2.77 1ll. ~..so Z3,2JO E
D c REV OL-11 B 5/00 CALLAWAY PLANT FIGURE 3.6-1 HIGH ENERGY PIPE BREAK ISOMETRIC NORMAL & ALTERNATE CHARGING A CVCS - INSIDE CONTAINMENT (BG21) (SHEET 24) 8 7 6 5 4 2
8 7 6 5 4 3 2 1
- BG22 BG22 0 -05
-08 c c NOTES: TE '
TE
' / H
- 1. * - INDICATES TERMINAL END BREAK POINT Lj 01
/<
- 2. II - INDICATES INTERMEDIATE BREAK POINT
+Y
- 3. ~ - INDICATES STRESS NODE +X
- 4. II~PI - INDICATES CIRCUMFERENTIAL BREAK AT INTERMEDIATE BREAK POINT s.ITcEI- INDICATES CIRCUMFERENTIAL BREAK AT TERMINAL END G22
+Z 6.Q- INDICATES BREAK POINT NUMBER 7.~ C" G
/
- INDICATES PIPE BREAK RESTRAINT /
IBP
- 8. STRESS RESULTS ARE GIVEN IN TABLE 3.6-3, SHEETS 28. 31, 32 & 54. CORRESPOND TO THE NUMERICAL NODAL POINTS SHOWN HERE. 102T
- 9. STEADY STATE THRUST FORCES FOR EACH BREAK ARE PROVIDED BELOW.
BREAK POINT THRUST FORCE LBS. BG22-01 21 839 0 BG22-02 21.839 G2 BG22-03 21
- 839 -12 BG22-04 21 839 0
BG22-05 25.900 !BOTH SOURCES! BG22-06 3.900 !BOTH SOURCES! c BG22-07 12"1 3.900 !BOTH SOURCES! IBP BG22-26 BG22-07 13"1 8.594 !BOTH SOURCES! BG22-0B 3.900 !BOTH SOURCES! 307 BG22-09 8.594 !BOTH SOURCES! 160 F
~0 BG22-10 8.594 !BOTH SOURCES!
BG22-12 8.594 !BOTH SOURCES! BG22-13 (2l 3.900 !BOTH SOURCES! c Lj 01 BG22-22 Oi BG22-13 13"1 8.594 !BOTH SOURCES! IBP BG22-14 8.594 !BOTH SOURCES! BG22-16 BG22-18 21.839 ' ' BG22-24 ICVCSI 21.839 BG22-24 I LOOP I 19.115 BG22-26 ICVCSI 21 839 -07 BG22-26 ILOOPI 0 19.115
"'LIT BG22-27 ICVCSI 21.839 BG22-27 BG22 BG22-27 I LOOP I 19.115 -13 BG22-28 7. 921 10 0 ~ - INDICATES ANCHOR POINT.
BG22-11
- 11. EFFECTS ANALYSIS RESULTS FOR EACH ISOMETRIC ARE PROVIDED ON THE INDICATED SHEET OF TABLE 3.6-4 E
ROOM# IISOI TABLE 3.6-4 SHEET 2000 I BG22 I 65 BG22-15 ;--~+- 1 G22-1 ~ 270 5 c 90 TE AUXILIARY REACTOR BUILDING BUILDING c c TE TE BG22 22 (133) ROOM 1322 I p-z31 ('Z1!11
-02 -04 BG22 BG22 c 441*ECB*3" 220 -10 -09 IBP 25 D
_) ,, ' zo;sLEEVE 4-4-1* ECB* 3 10 BG22
-01 I
I c ' DETAIL @ 0
/
TE 5 RESTRAINT LEGEND:
. . . :~:P DIRECTIONAL RESTRAINT
' c BG22-9 BUMPER RESTRAINT ROOM 1322 REACTOR BUILDING 5 BG22-19 c TE ISOLATION RESTRAINT BG22
'15
-26 G22-'1 60 @--H-----@ GUIDE RESTRAINT
'19 ISOLATION RESTRAINT BG-22 II BUMPER RESTRAINT WITH ATTACHMENT TO PIPE II B I BG22-1 I LIS !FOR FURTHER DETAILS OF RESTRAINT TYPES.
'17 SEE SECTION 3.6.2.3.31 1"15 0
N "10 N f-w :r:' w
- r:
c c
<n IBP IBP G22
-1"1 G22-6 CALLAWAY PLANT G22-2 FIGURE 3.6 - 1 4' a' zYi' ! 195 50 HIGH ENERGY BC: D B CB ci3--:;-;-;:-:-:::-:-J-r<( SE£ DE.TA IL" 6" PIPE BREAK ISOMETRIC A 7/J&" MltJ. V (TYP) c c c CVCS- LETDOWN s IBP IBP IBP INSIDE CONTAINMENT (BG22)
DETAIL@ BG22 BG22 BG22
-28 -27 -2 REV. OL-23 5/18 (SHEET 25) 8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1 H G23 H
-07 G2 c +Y TE
-04 G2 +X G23 -06 c -1 1 205 TE c
c IBP 5 IBP 20
+Z 15 G G NOTES:
- 1. * - INDICATES TERMINAL END BREAK POINT 2- * - INDICATES INTERMEDIATE BREAK POINT F F 300 3-0 - INDICATES STRESS NODE
(
/r I
I I I - INDICATES CIRCUMFERENTIAL BREAK AT INTERMEDIATE BREAK POINT I I
/ I II~PI I I I BG23 / / I I 5. - INDICATES LONGITUDINAL BREAK AT
<.('_ I INTERMEDIATE BREAK POINT I / I
' I
\
/ ..,
*1-1 6
- I TeE I - INDICATES CIRCUMFERENTIAL BREAK AT TERMINAL END
~
a)
- 7. 0- I NO I CATES BREAK PO I NT NUMBER I SOLATION RESTRAINT BG-23 ~8~ I\:.
lf) 8.~ - INDICATES PIPE BREAK RESTRAINT ISOLATION 9. STRESS RESULTS ARE GIVEN IN TABLE 3.6-3. SHEETS 33 & 53 RESTRAINT BG-23 E CORRESPOND TO THE NUMERICAL NODAL POINTS SHOWN HERE. E
- 10. STEADY STATE THRUST FORCES FOR EACH BREAK ARE PROVIDED BELOW.
BREAK POINT THRUST FORCE LBS. 250 BG23-01 1.285 I BOTH SOURCES I BG23-02 1,285 I BOTH SOURCES I BG23-03 1.285 I BOTH SOURCES I M BG23-04 7.921 M BG23-06 7.921 BG23-07 7.921 BG23-11 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 D 3Y4 " N.P.T ( V )
r.l--'--. BG23 2000 IBG231 68 D 0
~ ro -01 I
~() c
> - IBP 294-H BC*%"
23-6 REACTOR BUILDING RESTRAINT LEGEND: 1 50 AUXILIARY BUILDING ( 134) ( 2 31) 3;4"- 3ooo"' r~ THD. H/CPL<;~ i ROOM 1323 DIRECTIONAL RESTRAINT DETAIL 7 LOOK\ f.~ C. NORTH r-023- BCB- 3" BUMPER RESTRAINT c c ISOLATION RESTRAINT 1 5 0 ~----------____... c 1}---H--@ GUIDE RESTRAINT IBP c ANCHOR TE BG23-2
** BUMPER RESTRAINT WITH ATTACHMENT TO PIPE B !FOR FURTHER DETAILS OF RESTRAINT TYPES, SEE SECTION 3.6.2.3.31 B BG23-1 ' '
CALLAWAY PLANT FIGURE 3.6 -1 HIGH ENERGY A PIPE BREAK ISOMETRIC A CHARGING & EXCESS LETDOWN CVCS- INSIDE CONTAINMENT (BG23) REV. OL-15 5/06 (SHEET 26) 8 7 6 5 4 3 2 1
H Rq~_IRAINT LEGEND
~ DIRECTIONAL RESTRAINT
~ BUMPER RESTRAINT
~ ISOLATION RESTRAINT
~ r--~
IIIII fa GUIDE RESTRAINT BUMPER RESTRAINT WITH ATTACHMENT TO PIPE NOTES*
' * >NOIWm"M'N'UND . .fA< O'O*HT
' 0 1NDICATESS1RESSNOOE
~lil ~~~*;::~~.~;"'""""""" '""" '""'"'"""
(;IJ - ~T~N\~NGITUOINAL I!IRfAK AT INT[I\M[D\AT{ G (FOR FURTHER DETAJ SEE SECTION J,G Jl;)OF RESTRAINT TYPES INOlCATtsCIRCUMHAENTIA~ 81\E ... I( "'TERMINAl HI 2
- IN(UCAf£$ liRE All POI!IIl NUM&fA D
£.ANCHOR
~ !NOll;"AHSP!I*( 8REAK l!:t"STRAINT
;J !>~ ~~~~s:;:;:,l;~ ~=~c:~~~~=~H IN UoeH l !iH[P~2'\~*
U lD -~~~~~(~ ::~;;fWST fOI!CU ,0~::::~~:-lt-::N HiRE F 8Ga4- o* 968.5
- oz
-03
-07
- oa
-09 6(;.2:4-15 gc;.es
( CA,LL,.,WA'I' ONLY) BC..Z4-IG 9485 (WOL" C.ll1!.1.K) E
&ciH*/7 'J6lL5 (CALL.\WAY ONLY) ec,z.+-Js "J685
{W'Oi-FC.R!Uf}
&6t.4-i9 '1685 86-M-ZO {LOOP} 812.4-
{C.VCS) '"$5 D c B Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.6-1 HIGH ENERGY PIPE BREAK ISOMETRIC CVCS - AUXILIARY SPRAy A INSIDE CONTAINMENT (BG24) (SHEET 27) 8 7 6 5 4 3 2
CALLAWAY - SP FIGURE 3.6-1 (SHEET 28) HAS BEEN DELETED Rev. OL-8 11/95
8 7 6 5 4 3 2 1 REACTOR AUXILIARY REACTOR AUXILIARY BUILDING *:*:>,;.
*~**
BUILDING BU ILDING --4.'i.'~
.. .. BUILDING (2.41) /:: ( 145) (241) ( 145)
I
't-O U ., . 2 1-0II ~"
FOOl FOO 5~
- Foo4
~> I P-10 I F006 P-9 H L ....... /
f ' vo~ f
- >B-088-4" 18"~ SLV lt_IB"f SLV lS-OBB-4" .. 't-088 -411
- P,: a
't-08 B-4-" .;,t.v.
V' 11'- ~~s" I 8-7
)f, II BY OTHERS ( M-'tOJ) BY OTHERS (M-'Z.03)
NOTES: DETAIL 6 DETAIL DETAIL 2 SCALE - NONE 1 . . . . - INDICATES TERMINAL END BREAK POINT (PLAN) (PLAN)
- 2. * - INDICATES INTERMEDIATE BREAK POINT G
- 3. 0 - INDICATES STRESS NODE 4* II~PI - INDICATES CIRCUMFERENTIAL BREAK AT INTERMEDIATE BREAK POINT
"<..... .....,0
""'o*' 0 **
5 *1TcEI- INDICATES CIRCUMFERENTIAL BREAK AT TERMINAL END
..,~I I I 6.Q- INDICATES BREAK POINT NUMBER
~I ClJ
'l-1 :~e.-oe.s-4 " 7.~ - INDICATES PIPE BREAK RESTRAINT FOI3
'~-I I B. STRESS RESULTS ARE GIVEN IN TABLE 3.6-3, I CORRESPONDING TO THE NUMERICAL NODAL POINTS I
l .....--~=~------~~~3 2~'- ~ L.
~"-------------'"'1'- I~**
IJ"I& I SHOWN HERE.
- 9. STEADY STATE THRUST FORCES FOR EACH BREAK ARE PROV IDEO BELOW.
F
.N
<" BREAK POINT THRUST FORCE LBS.
5,300 !BOTH SOURCES! BM01-01
\II I
BM01-04 5,300 !BOTH SOURCES! BM01-05 5.300 !BOTH SOURCES!
~I BM01-06 5.300 !BOTH SOURCES!
Cl I
'-.I
..... 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
' I WHIP RESTRAINT LOCATIONS. ARE HISTORICAL.
'fl SEE LATEST PLANT DRAWING REVISION FOR DIMENSIONS.
~I E r~~l RESTRAINT LEGEND:
I I
~ DIRECTIONAL RESTRAINT
~
i.E l. 2:Ci'28'='0" "' BUMPER RESTRAINT ISOLATION RESTRAINT 2 1]--------n-------t' GUIDE RESTRAINT D 0 I
** BUMPER RESTRAINT WITH ATTACHMENT TO PIPE I' -51 IFOR FURTHER DETAILS OF RESTRAINT TYPES.
SEE SECTION 3.6.2.3.31
""o, __
7-*-'l' " c
...... , II
£. o-o SA234 SA106 WPBW/WPB GRB 5 0 SA335 SA234 p 22 0/ WPBW/WPB NEW EXIST I -------- --------;----...,
I : I n---- '
\ /
/
~"
m a_ 4x2 RED~
~4x4x4 TEE
~"'
N m 3 -5 g/16" I 4 a_
~"'
~
~ N I
~ N 4 I
~a_' '
I I t B
-I 5011 434-DBB-2" DETAIL SCALE NONE 5
-2 II
'N i
"' 8-DBB-3/4' VOOI II- DBS-1 11
't- DBB-4" CALLAWAY PLANT FIGURE 3.6 - 1 DETAIL I' 3' 2 ' - 3" (PLAN) ,- HIGH ENERGY PIPE BREAK ISOMETRIC STM GEN A & D BLOWDOWN A INSIDE CONTAINMENT (BM01)
REV. OL-15 5/06 (SHEET 29) 8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1 REACTOR AUXILIARY REACTOR AUXILIARY BUILDING ~ BUILDING BUILDING ~ v BUILDING v (242.) (14-S) (242.) (14-S) z-o 9" z'*o" 9" H FOO ~---e.... 14-DBB " FOO s-----@.....__ 1-....... I P-11 I 2.10*0 BB- 4'~ 1----.......... I P-12 I 2'--DBB-4'\. FOO 3--C\ \ r
~4 n (
r-/ 14-DBs-4'_)' !8"¢sLv.../" e'- o3/s" ....., I~ ~ FOOl FOO~ \.V 1s"¢sLv-:/ 5 II 9'- G Ia L,
~ FOO+
BY OTHERS M 203 - SY OTHERS M Z.03 -
-' --/'- I
-1'--..L' DETAIL I DETAIL 2 (PLI\N) (PLf>..N)
(F-1&-8) 5UPPORT-, G STRUCTURE
*0 I2J Q - - SUPPOR"T 'i>TRUCTllRE LOCATED BY OTIIERS VIEW A SECTION
==.:~.c..:...._-+....::::.-l 8 (TYP. 2 PLCS) 5CI>.LE=NONE &CI>.LE : NOiolE SUPPORT STRUCTURE WELD END DETAIL PER MS-10 TO M ATCI-I 'QCH .160 PIPE-,
(BY OTHERS)(TYP 2. PLC'2>) I ~ lFJ: . . . . . 1------------
~ ....... ...,
{ISOLATION _ - -=~ s: <I ~ jl 0 __ RESTRAINT ___ - -::.:: -~ iS~ F (M-20\'0) 3
~ ~ IO~ild' (TYP)
- 3~o': ' a" {TYP.f
~
DETAIL 3 r-w ' It) NOTES: w~ SCALE:NONE I Vl
- 1. * - INDICATES TERMINAL END BREAK POINT 2** - INDICATES INTERMEDIATE BREAK POINT
- 3. 0 INDICATES STRESS NODE 4* lr~PI INDICATES CIRCUMFERENTIAL BREAK AT INTERMEDIATE BREAK POINT E
..... .. 5. I TeE I - INDICATES CIRCUMFERENTIAL BREAK AT TERMINAL END 6* 0- I NO I CATES BREAK PO I NT NUMBER
_, c 7.~ - INDICATES PIPE BREAK RESTRAINT TE 1 '0,.., f-1 1\1
- 8. STRESS RESULTS ARE GIVEN IN TABLE 3.6-3, CORRESPONDING TO THE NUMERICAL NODAL POINTS SHOWN HERE.
1I II w uJ w '-' 9. STEADY STATE THRUST FORCES FOR EACH BREAK ARE
- r: PROVIDED BELOW.
1/l
' BREAK POINT THRUST FORCE LBS.
' "" BM02-01 BM02-04 5,300 5,300
!BOTH
!BOTH SOURCES!
SOURCES! BM02-05 5,300 !BOTH SOURCES! BM02-06 5.300 !BOTH SOURCES) D BM02-07 5.300 !BOTH SOURCES) BMOZ-08 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 57 1 41 2 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. c RESTRAINT LEGEND: TE c
~ DIRECTIONAL RESTRAINT c 255 -------:----------~F50 IBP BUMPER RESTRAINT
~-------1 F4 0
- I ISOLATION RESTRAINT N
SA234 SA106 WPBW/WPB GRB SA335 SA234 p 22 WPBW/WPB NEW EXIST
" I ---- ------7--', j§-------n------f GUIDE RESTRAINT
~ro 0
~--- -----
I : ______ ' ______ - - - - - - ----~~--
\ I I
I
)
~~~
---------- BUMPER RESTRAINT WITH
~~-~:x*4
,, ATTACHMENT TO PIPE w
~
B TEE
~'
~"
NW SEE DETAIL AND NOTE 1 0 s.) ~~
~"
~
~N IFOR FURTHER DETAILS OF RESTRAINT TYPES, SEE SECTION 3.6.2.3.31
~N
~'
~~
r' 2" 90° ELBOW 2" SCH 160 PIPE CALLAWAY PLANT DETAIL SCALE NONE 4 FIGURE 3.6 - 1 DETAIL SCALE = NONE 5 HIGH ENERGY PIPE BREAK ISOMETRIC STM GEN B & C BLOWDOWN A INSIDE CONTAINMENT (BM02)
" REV. OL-15 5/06 (SHEET 30) 8 7 6 5 4 3 2
H A7.. :.:.1*-o' c!:. E.L. '2005 1- G" G
- NOTES:
,I
.~.
-~ 1. * - INDICATES TERMINAL END BREAK POINT
~A REACTOR _.,~-~<1 AUXILIARY BUILDING . BUILDING 2. * - INDICATES INTERMEDIATE BREAK POINT
,o 1 soo-.!I"TIII<:.K. co;. PI.A\E
( 2 31) s~>. GR 70 OR SA 511..-GR 10 s1s- ,. 18 It (134) ROOM 1323 3.o - INDICATES STRESS NODE F 1 L ." - ' - - - - ' ' - ' - " (SEE. NOTE # "Z) (REf) 14"¢SLEE.VE. (RE.F.)
- 4. I ~pI I - INDICATES CIRCUMFERENTIAL BREAK AT INTERMEDIATE BREAK POINT 53- HBB- 3"*-=~~~~~=~=~=~~=~~-~~-~=::JE=:*I---- 5
- I TeE I - INDICATES CIRCUMFERENTIAL BREAK AT TERMINAL END FOOl 1 P-7 AZ.337"-o' 4' e I 6. 0- INDICATES BREAK POINT NUMBER
*1
..:~ ..
-~4* 7 -~ - I NO I CATES PIPE BREAK RESTRAINT
~-
'<I
-- 8. STRESS RESULTS ARE GIVEN IN TABLE 3.6-3,
- .o CORRESPONDING TO THE NUMERICAL NODAL POINTS
.,_oo<->
/
SHOWN HERE . DETAIL 9. STEADY STATE THRUST FORCES FOR EACH BREAK ARE PROVIDED BELOW. BREAK POINT THRUST FORCE LBS. E BM03-01 5.300 !BOTH SOURCES! BM03-02 5,300 !BOTH SOURCES! BM03-04 5.300 !BOTH SOURCES! BM03-07 5.300 !BOTH SOURCES! BM-19
- 10. EFFECTS ANALYSIS RESULTS FOR EACH ISOMETRIC ARE PROVIDED ON THE INDICATED SHEET OF TABLE 3.6-4 ROOM # ( I SO J TABLE 3.6-4 2000 69 1323 28
-- c *
-_'0 ,,1:) 11. WHIP RESTRAINT NO LONGER REQUIRED DUE TO DELETION OF BREAKS.
TE
"' 12. DIMENSIONS. OTHER THAN THOSE ASSOCIATED WITH WHIP RESTRAINT LOCATIONS, ARE HISTORICAL.
M03
-07 (l
SEE LATEST PLANT DRAWING REVISION FOR DIMENSIONS. 13.~ INDICATES ANCHOR POINT. D 195 RESTRAINT LEGEND:
--,...,. ~ DIRECTIONAL RESTRAINT BUMPER RESTRAINT ISOLATION RESTRAINT GUIDE RESTRAINT c
,q, BM-11
~o- DBS-2. "
TE c BM-90 ** BUMPER RESTRAINT WITH ATTACHMENT TO PIPE BM03 IFOR FURTHER DETAILS OF RESTRAINT TYPES,
-02 ,, SEE SECTION 3.6.2.3.31 590{----~
DETAIL 2 8 LOOKING IN DI~E.CTION OF FLOW CALLAWAY PLANT s'- '1-" FIGURE 3.6- 1 HIGH ENERGY PIPE BREAK ISOMETRIC STM GEN A, B, C, & D BLOWDOWN INSIDE CONTAINMENT A (BM03) REV. OL-15 5/06 (SHEET 31) 8 7 6 5 4 3 2 1 34x+4 "E" SIZE
NOTES:
- 1. ~ - INDICATES TERMINAL END BREAK POINT
- 2. Ill - INDICATES INTERMEDIATE BREAK POINT
- 3. c==> - INDICATES STRESS NODE
- 4. ~I~P~ - INDICATES CIRCUMFERENTIAL BREAK AT INTERMEDIATE BREAK POINT
- 5. liE I- INDICATES CIRCUMFERENTIAL BREAK AT TERMINAL END
- 5. 0- INDICATES BREAK POINT NUMBER
. 7.~ - INDICATES PIPE BREAK RESTRAINT CIJ I
- 8. STRESS RESULTS ARE GIVEN IN TABLE 3.6-3,
~I CORRESPONDING TO THE NUMERICAL NODAL POINTS SHOWN HERE.
0)
- 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 r 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: BUMPER RESTRAINT ISOLATION RESTRAINT
}-n-----@ GUIDE RESTRAINT CALLAWAY PLANT FIGURE 3.6 - 1 Ill BUMPER RESTRAINT WITH ATTACHMENT TO PIPE HIGH ENERGY Ill PIPE BREAK ISOMETRIC STM GEN A SAMPLE IFOR FURTHER DETAILS OF RESTRAINT TYPES, SEE SECTION 3.6.2.3.3) AND TUBE SHEET DRAIN INSIDE CONTAINMENT (BM17)
REV. OL-15 5/06 (SHEET 32)
NOTES:
- 1. ~ - INDICATES TERMINAL END BREAK POINT
- 2. - INDICATES INTERMEDIATE BREAK POINT
- 3. ~ - INDICATES STRESS NODE
~. II~PI - INDICATES CIRCUMFERENTIAL BREAK AT INTERMEDIATE BREAK POINT c 5* I TeE I - INDICATES CIRCUMFERENTIAL BREAK AT TE TERMINAL END M18 6.Q- INDICATES BREAK POINT NUMBER -01
(.~ - 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 BM-26
- 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: DIRECTIONAL RESTRAINT BUMPER RESTRAINT ISOLATION RESTRAINT
§---n-----@ GUIDE RESTRAINT CALLAWAY PLANT FIGURE 3.6 -1 BUMPER RESTRAINT WITH ATTACHMENT TO PIPE HIGH ENERGY PIPE BREAK ISOMETRIC STM GEN B SAMPLE (FOR FURTHER DETAILS OF RESTRAINT TYPES, SEE SECTION 3.6.2.3.31 AND TUBE SHEET DRAIN INSIDE CONTAINMENT (BM18)
REV. OL-15 5/06 (SHEET 33)
NOTES:
- 1. ~ - INDICATES TERMINAL END BREAK POINT
- 2. - INDICATES INTERMEDIATE BREAK POINT
- 3. ~ - INDICATES STRESS NODE
- 4. II~PI - INDICATES CIRCUMFERENTIAL BREAK AT INTERMEDIATE BREAK POINT 5* I TeE I - INDICATES CIRCUMFERENTIAL BREAK AT TERMINAL END 6.Q- INDICATES BREAK POINT NUMBER
(.~ - INDICATES PIPE BREAK RESTRAINT c 8. STRESS RESULTS ARE GIVEN IN TABLE 3.6-3. TE CORRESPONDING TO THE NUMERICAL NODAL POINTS SHOWN HERE. M19 9. STEADY STATE THRUST FORCES FOR EACH BREAK ARE
-01 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
-- 0 /
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: BM-56 DIRECTIONAL RESTRAINT BUMPER RESTRAINT ISOLATION RESTRAINT
§---n-----@ GUIDE RESTRAINT CALLAWAY PLANT FIGURE 3.6 -1 BUMPER RESTRAINT WITH ATTACHMENT TO PIPE HIGH ENERGY PIPE BREAK ISOMETRIC STM GEN C SAMPLE (FOR FURTHER DETAILS OF RESTRAINT TYPES, SEE SECTION 3.6.2.3.31 AND TUBE SHEET DRAIN INSIDE CONTAINMENT (BM19)
REV. OL-15 5/06 (SHEET 34)
NOTES:
- 1. ~ - INDICATES TERMINAL END BREAK POINT
- 2. - INDICATES INTERMEDIATE BREAK POINT
- 3. ~ - INDICATES STRESS NODE
- 4. II~PI - INDICATES CIRCUMFERENTIAL BREAK AT INTERMEDIATE BREAK POINT 5* I TeE I - INDICATES CIRCUMFERENTIAL BREAK AT TERMINAL END 6.Q- 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.
Jl
"'o,'- BM20-01 5.300
~-2~
~'
r',
~!)*--~**
- 10. EFFECTS ANALYSIS RESULTS FOR EACH ISOMETRIC ARE PROVIDED ON THE INDICATED SHEET OF TABLE 3.6-4 c ROOM # ( I SO I TABLE 3.6-4 TE 2000 (BM201 74
' .,. l)
BM20 '<'IJ 11. WHIP RESTRAINT NO LONGER REQUIRED DUE TO
-01 ' DELETION OF BREAKS.
"l
~ 12. DIMENSIONS, OTHER THAN THOSE ASSOCIATED WITH WHIP RESTRAINT LOCATIONS. ARE HISTORICAL.
c4 0 f------+-~ ,.." ,, SEE LATEST PLANT DRAWING REVISION FOR DIMENSIONS.
\'r I RESTRAINT LEGEND:
DIRECTIONAL RESTRAINT BM-45 BUMPER RESTRAINT ISOLATION RESTRAINT
§---n-----@ GUIDE RESTRAINT CALLAWAY PLANT FIGURE 3.6 -1 BUMPER RESTRAINT WITH ATTACHMENT TO PIPE HIGH ENERGY PIPE BREAK ISOMETRIC STM GEN D SAMPLE (FOR FURTHER DETAILS OF RESTRAINT TYPES, SEE SECTION 3.6.2.3.31 AND TUBE SHEET DRAIN INSIDE CONTAINMENT (BM20)
REV. OL-15 5/06 (SHEET 35)
8 7 6 5 4 3 2 1
.-\
0 p
~
'-p BB-010 -BCA-'29 I. D.
- I r E\6-<00-BCA-2'1" I.D.
I~' 1 11
\)
,-u, c
" R£ACT()R.
H ' /
* -: H 4:El2CI4"<a( ,""? / /
,' / ,
' . . \
\
)7, rl
*-z~'
/ '
/ +Y 45'!V>
B B -o 7
- 8C A- 12." ___,~
1---- B 8
- 7 o - Be A - I Z" LrT/~38-01-BCHi'
'( I I,' ~)
+X SECTION SECTION Z2"
-rr ~
(H-~)
+Z HOTlE.GNO.I
( EIB*O-.*BCA*2q . 1.0.) DETAIL REAC.TOR STE'AM C.ENEAATOR EBSOI A PLAN G SUPPORT L.E<;, G BB-70-BCA*I~" C~\~'2.'
'\ \
\. NOTES:
~ ---... .cV"" ---;;----. 1 . . . . -INDICATES TERMINAl END BREAK POINT
(\1 \/ 2. II - INDICATES INTERMEDIATE BREAK POINT HOT l.eC'> NO.4-~-* BB* 00- BCA*'I.q J.D. 0
'Z,'Z.
BB*PV8'702A
- 3. 0- INDICATES STRESS NODE O.D.OF VALV~
60NNET-.J
- 4. II~PI - INDICATES CIRCUMFERENTIAL BREAK AT INTERMEDIATE BREAK POINT DETI'>.I L DETAIL@
PLAN
- 5. II~PI - INDICATES LONGITUDINAL BREAK AT PLP..N INTERMEDIATE BREAK POINT o* -~ * <'oo8 * \_
3'-E.fvE 'v- -~-- ~~ 6. liE I- INDICATES CIRCUMFERENTIAL BREAK AT
~S'!CJ TERMINAl END F F
(\/ I
!:}i§'v
~~~'" 7. 0- INDICATES BREAK POINT NUMBER Be~-~~-
\lll~~
8.~ - INDICATES PIPE BREAK RESTRAINT
'-0'
~ 9. STRESS RESUlTS WHICH ARE GIVEN IN TABLE 3.6-3, SHEETS 64 & 65, CORRESPOND TO THE NUMERICAL
~jjCJ NODAl POINTS SHOWN HERE.
\; \) '"
!;]~~'" 10. STEADY STATE THRUST FORCES FOR EACH BREAK ARE Q
RE"CTOR COOL!>-NT SYS. 0 PROVIDED BELOW. HO~ LEG NO. I c EJOLJ
\;ll~~
LJO BREAK POINT THRUST FORCE lBS. TE -10 EJ -1 EJ04-0I 270.690 EJ04-02 66. 111 EJ04 c EJ04-05
-06 10
~--i195 c EJ04 EJ04-06 j TE -09 EJ04-09 56. 111 E EJ04-10 270.690 E EJ04
-05 11. EFFECTS ANAlYSIS RESUlTS FOR EACH ISOMETRIC ARE PROVIDED ON THE INDICATED SHEET OF TABLE 3.6-4 c ROOM# IISOI TABLE 3.6-4 TE EJ-2 -- -- -- 2000 I EJ04 I 83 J04
-02 -- -- -- -......---..:..:.
EJ-3 c TE SEE NOTE 12 19 5 D D
~ EJ-4
- I
~
.<2-'""' \!
45
~ SEE NOTE 12 RESTRAINT LEGEND:
c DIRECTIONAl RESTRAINT TE c c JO BUMPER RESTRAINT
-01 MODERATE HIGH ENERGY ENERGY ISOlATION RESTRAINT GUIDE RESTRAINT II BUMPER RESTRAINT WITH ATTACHMENT TO PIPE B
II B ANCHOR I FOR FURTHER DETAILS OF RESTRAINT TYPES, SEE SECTION 3.6.2.3.31
- CALLAWAY PLANT
,r;$
FIGURE 3.6 - 1 HIGH ENERGY A PIPE BREAK ISOMETRIC A RHR SUCTION- LOOPS 1 & 4 INSIDE CONTAINMENT (EJ04) REV. OL-15 5/06 (SHEET 36) 8 7 6 5 4 3 2 1
H G NOTES, 1 * -lNOICAHl1f" .. !!<<Alf~*"lAilP()itfT 1 * -ll>(O<<:ATUINT( .... f(X,o,t(IJ!fAltN)IIroiT l 0 -!!<<O>C4HlSHI£h~ [g - llll{ 1'-IO!CATU CIIICUM't*(~fljl,~ 111.(4K ,\T I'Jitt(IIUfOIAH
... llfOI .. T
- NXAT£~ L~ITUOINrAL. ItA(~ AT tl(f'[-llli(D\AH Nlt:AK POINT.
S U'J - I+IOoC ... TUCI"CIJIIIIffiiiOHIAL -..u,,; ,n ll-llroiAL l'-10 F 0-IIIIOICAT($1"£-'KI'OIOWf~ll'l I C) - 1'-IOtCA.HS ""'f *!IOtA." liiiUTIIAI.. ~ I - SliO(JSII(WlTIWHOCM-( l;l"'fiWIWT ... l t l.l. $HU~"',Btc,A (OflllltP"'tooo TO THf ""-""fiii(:A.l ~*t ~ltjlf......,.... 1"1 lit 10 - lllAOY llAT( THIIII,IIl ~~~ 'Ofll IN:I'I U(Aa All(
'"'0VIOf01fl(:Mo
*r~
£.!1-i E
ar DORECTIONAl RESTRAINT BUMPER RESTRAINT D QI I BUMPER RESTRAINT WITH I:J ATTACHMENT TO PIPE (FOR FURTHER DETAilS OF RESTRAINT TYPES c SEE SECTION 3.6.2.).3) ll EFHCTS Am..l.YSIS RESULTS~~ E.ACH'R'Oo:::f-.1 AA'E ~OVIDEO ON T~ INDICATED Si-lE.E.T Of l"-&.£ "3- t..*4. R.OOM* 1:\l.~ lll.l liZ C. ll0-4 1114 1103 110? B 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) 8 7 3
8 7 6 5 4 3 2 1 H
+Y
+X
( rv
+Z G
DETAIL NOTES: (C-<D)
*' p~- 1. . . . -INDICATES TERMINAL END BREAK POINT Vs
- 2. II - INDICATES INTERMEDIATE BREAK POINT DETAIL 3-0 - INDICATES STRESS NODE MO - INDICATES CIRCUMFERENTIAL BREAK AT INTERMEDIATE BREAK POINT
-15 F
- 5. II~PI - INDICATES LONGITUDINAL BREAK AT c INTERMEDIATE BREAK POINT TE 6* TeE INDICATES CIRCUMFERENTIAL BREAK AT
/.--'----- I I -
TERMINAL END 305 7 INDICATES BREAK POINT NUMBER
- a. ZO*B' /"
8-~ - INDICATES PIPE BREAK RESTRAINT B5-Z6- BCA- i,,' ~ '----,-~=-'"'-'="' - 1=012 ~+ . *~ w.
~ ~
- 9. STRESS RESULTS ARE GIVEN IN TABLE 3.6-3, SHEETS 55, 56 & 57, CORRESPOND TO THE NUMERICAL BB-26 El.ZO/~~fDu ( -~ ~ N ~ NODAL POINTS SHOWN HERE.
15 '*+\__ 6B-Z5-BCA-Z'f' LD 10. STEADY STATE THRUST FORCES FOR EACH BREAK ARE PROVIDED BELOW. BB-29 BREAK POINT THRUST FORCE LBS. E DETAIL@ EM03-01 5. 1 09 (C-5) EM03-04 5. 1 09 EM03-05 66. 11 0 EM03-08 66. 11 0 EM03-09 5. 1 09 BB-31 EM03-12 5. 1 09 EM03 EM03-15 5. 1 09 i"(Dll~~ -18 EM03-18 5. 1 09 EM03-19 5. 1 09 01' !?; EM03-22 5. 1 09 d<~<;; EM03-27 66. 11 0 10 EM03-29 66. 11 0 c BB-24 BB-25 11. EFFECTS ANALYSIS RESULTS FOR EACH ISOMETRIC ARE PROVIDED ON THE INDICATED SHEET OF TABLE 3.6-4 TE REACTOR COOLI>..r-lT SYS. ROOM# IISOJ TABLE 3.6-4 SHEET M03 COLD LE.C. LOOP ~0. II-B5-5(.-BCA-'1.lYl" I.D. M03 EM03 M03 -+-- _.__ **- 235 2000 IEM031 66 D
-29 -08
-19 ~ EL. 2014'-C." (REF) -01 c / BB-32 c c c TE
~E.ACTOR GOOLJ..foJT SYS c
TE TE COLD LE~ LOOP NO 'Z. TE TE EM03 e.&-21-e.0,-2./Yl.' J.D. RESTRAINT LEGEND: PROB. !\10. 2474 -09 1 65 175 EM03
~E-2.)
105 f--~ !8'~fTL 11 0 -12 DIRECTIONAL RESTRAINT BB-21
/
.P_
BB-22 "'~
~;;;
~~ BUMPER RESTRAINT I
REM.TOR COOLANT SY5. 0
<00 HOT LEC. LOOP NO 2.
BB-Z.S-S.CA-29" J.D. ISOLATION RESTRAINT c FE 927 V08i; V085 87-BCA-FE ':>24 ¥080 V019 83-BCA-1 MODERATE FE 'l2" V084 VOS!> 86-BCA-1 1 ENERGY @--H---@ GUIDE RESTRAINT FE. :l25 V082 VOBI 84-BCA-1 1 BB 'i>YS. EM SYS DETAIL c 290 . l ~ E.l-. 2020'1;' II II BUMPER RESTRAINT WITH ATTACHMENT TO PIPE 280 TE c REACTOR GOOLAI-JT 5YS. ANCHOR (G-2) \101 LEC, LOOP NO 3 TE c f.'O 41-tlC.i>--'2.9" I.D. EM03 IFOR FURTHER DETAILS OF RESTRAINT TYPES. 4 TE SEE SECTION 3.6.2.3.31 EM03 B
-05 EM03
-27 REACTOR BLDG.
AUlt-. BLDG. ('2.:01) (134) P-88 1 r'-" J; (REF.) s;s"THICK ss PLP..'TE s~>- 24o TYPE ?>o4 EM-02-FOI'l (REF') ________ lso1c.o I I CALLAWAY PLANT r I lI 81-BC.B-::!1' ~*I I"'" 'EVE c..,-~ 81-BCB-:!." I FOZO 1/k' FIGURE 3.6 - 1 u! FOI7 2~"f 'i I 0 (REF.) 1ov* HIGH ENERGY
...L-- tl.*/ PIPE BREAK ISOMETRIC A BI AND SI & RHR RECIRC.
DETAIL SIS- INSIDE CONTAINMENT ( 14 S) (EM03) REV. OL-15 5/06 (SHEET 38) 8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1 H H
+Y
+X
+Z 6'_
G b. G I V003 lt.-BCB-2" 2 ' -10~ .7. " I 12."1TL) L.)
~ .L.)
~ I "
i"a PL. 3"(T.L.) F 1 " 6000# F
'/112 SW COUPLING 1 II X 1/2/1 - - - - - - -
TUBING ADAPTER VOG2 1 /2" T . C. tCD) & 101 4" 11 IT.L. I IT.L. I 8C8 c c IBP IBP E '-3 I 4<.() m;
"'4 E
~I mu cnm m;
if CDN
<.0 N
I ij/
-$188* 08
' 1'1
!!> B- 01* BCA-12 --4*--i* r __ ,;,.:;...-,....-'---'----~--
M M M05 t' 205 c IBP
-01 M05 c -05 c ....
IBP TE D EM05 NOTES: D 220 -OLI I. ... - INDICATES TERMINAL END BREAK POINT 0
- 2. * - INDICATES INTERMEDIATE BREAK POINT 0
- 3. 0 - INDICATES STRESS NODE i'I-!JCA- G c."_./ 4. II~PI - INDICATES CIRCUMFERENTIAL BREAK AT INTERMEDIATE BREAK POINT
£M-5Y5. 88*SY.5.
- s. [,~PI - INDICATES LONGITUDINAL BREAK AT ENERCY fi/Cfl ENERCY INTERMEDIATE BREAK POINT 6 *1TcEI- INDICATES CIRCUMFERENTIAL BREAK AT TERMINAL END c 7. 0- INDICATES BREAK PO I NT NUMBER c
8 -~ - INDICATES PIPE BREAK RESTRAINT
- 9. STRESS RESULTS ARE GIVEN IN TABLE 3.6-3. SHEETS 64 & 65 CORRESPOND TO THE NUMERICAL NODAL POINTS SHOWN HERE.
RESTRAINT LEGEND: 10. STEADY STATE THRUST FORCES FOR EACH BREAK ARE PROVIDED BELOW. BREAK POINT THRUST FORCE LBS. DIRECTIONAL RESTRAINT EM05-01 66' 111 I EMOS-04 66' 111 I EM05-05 66' 111 I EMOS-06 7.004 I BUMPER RESTRAINT EM05-07 7.004 B . I B
#I' 11. EFFECTS ANALYSIS RESULTS FOR EACH ISOMETRIC ARE
~I PROVIDED ON THE INDICATED SHEET OF TABLE 3.6-4 011 ISOLATION RESTRAINT
\1)1 ROOM # I I SO I TABLE 3.6-4 SHEET "I 2000 I EM05 I 67 1}-------H--------@ GUIDE RESTRAINT
- CALLAWAY PLANT
. .~o ANCHOR FIGURE 3.6 -1 A ** BUMPER RESTRAINT WITH ATTACHMENT TO PIPE HIGH ENERGY PIPE BREAK ISOMETRIC SI DISCHARGE- LOOPS 1 & 4 A
IFOR FURTHER DETAILS OF RESTRAINT TYPES. SIS- INSIDE CONTAINMENT SEE SECTION 3.6.2.3.31 (EM05) REV. OL-15 5/06 (SHEET 39) 8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1 H EP1-9
+Y
+X EP01
-07 c ACCUMULATOR +Z (H39:
P01 ' -- TE TANK TEPOI~7 '
~
-08 '
5~J <0 J 210 EP01 ' c -20 ~ G TE I """'
\ c 300 EP1-4 TE
-0 -- NOTES:
'\.:
lT.U (TL.)
/
/ _________
SEE 450 485
- 1. ~ -INDICATES TERMINAL END BREAK POINT
/
EP1-8 NOTE 1 2 2. II - INDICATES INTERMEDIATE BREAK POINT
/ '
ACCUMULATOR ( *0' \ " q'
\ c 3. ~ INDICATES STRESS NODE TANK TEPOID------.. I IPB (1139E30 SH. \) OUTSIDE INSIDE
*' SECONDARY SECONDARY 4. II~PI - INDICATES CIRCUMFERENTIAL BREAK AT INTERMEDIATE BREAK POINT
*0 o> SHIELD WALL SHIELD WALL EP01 II~PI
-2
- INDICATES LONGITUDINAL BREAK AT 5.
INTERMEDIATE BREAK POINT F f- "'
'21-BCB-~IA 11 EP01 w I
-05 w :r: ( 4Y2" lG. NIPOLE T) - INDICATES CIRCUMFERENTIAL BREAK AT
- r: TERMINAL END V1 DETAIL I
L IBP 7. 0- I NO I CATES BREAK PO I NT NUMBER 1/ l3J EP1-3
\ 11 5 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 EP01 PROVIDED BELOW.
-01 BREAK POINT THRUST FORCE LBS.
c / EP01-01 ILOOPI 218.580 E EP01 -01 I TANK I 29.927 TE 218.580
** EP01-04 I LOOP I 29.927 4 5 '(H) 0
- EP01-04 EP01-05 I TANK I I 10" I 29.927 EP3-1 EP01-05 I 6" I 12.857
.., SEE NOTE 12 EP01-07 110.396 110.396 z EP01-08
;;::,...... EP01-10 ILOOPI 218.580 q; " EP01-10 ITANKI 29.927 0:
" Q EP01 -13 I LOOP I 218.580 RE~CTOR COOL~NT 5YST~M
!!!'-' EP01-13 I TANK I 29.927
- r COlO lEG LOO~, NO. I 29.927 r BB-OI-BCA-27/'z 1.0 . - - - . EP01-14 110"1
' EP01-14 16"1 12.857 I EP01-15 3.129
+ EP01-16 EP01-17 3' 1 29 12.857
~ EP01-18 EP01-19 12.857
- 3. 1 29
EP01-20 EP01-24 EP01-22 3.129 3' 1 29 3' 1 29 D l__
- 11. EFFECTS ANALYSIS RESULTS FOR EACH ISOMETRIC ARE EP01 PROVIDED ON THE INDICATED SHEET OF TABLE 3.6-4
-15 ROOM # I I SO I TABLE 3.6-4 2000 I EP01 I 68 c
TE 12. WHIP RESTRAINT NO LONGER REQUIRED DUE TO DELETION EP3-2 OF BREAKS. 348
-~-
L ASSEMBL Y PER RFR-23496C
,/
/'
/
/ 3 18" SWAGELOK CAP ( V)
'" '" RESTRAINT LEGEND:
.-+- r!i
~ s" SS C-4 TUBING ._ _
0 I I
.. c
<) \ ' DIRECTIONAL RESTRAINT dJ <" PIPE SOCKET WELD COUPLING / I (f)
V\09 EP1-6 BUMPER RESTRAINT
\
\
860 EP3 15 ISOLATION RESTRAINT c DETAIL LJ\ TE *0\ ,--(EP1-11 c 'C)- (C*") TE EJ07 ,<?:Jo" 35 }-H-{ GUIDE RESTRAINT EP01 -17 I EP01 EL. 2013'-10" I B
<(, E.L._ '2013'-10" c L -10
- ----~88-0'2-BB-58*BCA- 10" ~ IBP IBP
- t. BCA-10" II BUMPER RESTRAINT WITH ATTACHMENT TO PIPE II EP01 IFOR FURTHER DETAILS OF RESTRAINT TYPES.
-13 SEE SECTION 3.6.2.3.31 EP3-3 F008 4S" (v)
--t'------- *" ---_-_-----l-,f-ct=i:L,..:E::.;L::.;._'Z~O::....:.I..;.4_'-.=G.:_
58-0i- BCA-'211/~I.D. CALLAWAY PLANT FIGURE 3.6- 1 720 c DETAIL (c-s) DETAIL
@ (e-4)
HIGH ENERGY PIPE BREAK ISOMETRIC ACCUMULATOR INJECTION-A c IBP REACTOR COOLANT '3YSTEM REACTOR COOLANT SY'5TEM LOOPS1 &4 TE COI.D LEG; LOOP NO. 4 COLD lE:G; LOOP NO. I INSIDE CONTAINMENT EP01 (EP01) EP01
-24
-16 REV. OL-15 5/06 (SHEET 40) 8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1 H H P02
-16
+Y c
EP02 TE +X
-20 570 0
0 c IBP
+Z p
508
-05 G
C L IBP IBP DETAIL @ ' 11 0
- NOTES:
,,,;; *~BB8948B ~"J L 1 . . . . -INDICATES TERMINAL END BREAK POINT IBP "'"'
- 2. II - INDICATES INTERMEDIATE BREAK POINT EP02 c
-01 IBP 3. ~ - INDICATES STRESS NODE
/
/ EP02
-04 c
TE 12 485 445
- 4. II~PI - INDICATES CIRCUMFERENTIAL BREAK AT INTERMEDIATE BREAK POINT F
RE.!>-C. TOR COOLA-NT----, c c 5Y5.CO'-C> '-E~P NO.'L \/ INDICATES LONGITUDINAL BREAK AT TE TE INTERMEDIATE BREAK POINT G IB-'5) ~/\ P02 P02 6. liE I- INDICATES CIRCUMFERENTIAL BREAK AT
--L -18 -17 TERMINAL END I
BB-2i--BCA-27Y{ J.D., I
- 7. 0- I NO !CATES BREAK PO I NT NUMBER EP02
-08 \ "'---- - _/ EP2-1 8.~ - INDICATES PIPE BREAK RESTRAINT L c 9. STRESS RESULTS ARE GIVEN IN TABLE 3.6-3, SHEETS 45 & 46, CORRESPOND TO THE NUMERICAL O'l-6C.A-10" IBP IBP EP2-4 NODAL POINTS SHOWN HERE.
- 10. STEADY STATE THRUST FORCES FOR EACH BREAK ARE 35 PROVIDED BELOW.
DETAIL BREAK POINT THRUST FORCE LBS. E EP02-01 I LOOP I 218.580 EP02-01 I TANK I 29.927 EP02-04 I LOOP I 218.580
*' 29.927
,....-- ACCUMULATOR TANK EP02-04 I TANK I EP02-05 I 10"1 29.927 TEPOIB EP02-05 16"1 12.857 (1139!:30 SH. I) EP02-06 110.396 EP02-07 110.396 I 218.580 EP02-08 I LOOP I I
15 c TE EP02
-1 1
(
-+-
'\
EP02-08 EP02-11 EP02-11 EP02-12 I TANK I LOOP I TANK I I I 29.927 218.580 29.927 3 ' 12 9 EP02-13 3 ' 12 9 ACCUMULATOR TANK~ I \ EP02-14 EP02-15 I 10"1 12.857 29.927
>- ""~
<9. 0
~-
,.......0~
TEPOIC I I 12 EP02-15 EP02-16 16"1 12.857 3 ' 12 9 (113"1E30 SH. 1) 85 ~ '"""'~ a_.,. iS'-* I EP02-17 12.857 D
--"' EP02-18 3.129 3 ' 12 9 EP2-8 """""
OUTS I DE c-_,_o-f> EP02-20 EP02-22 3 ' 12 9 EP02 c 450 SECONDARY SECONDARY /
-1"1 TE SHIELD WALL SHIELD WALL I I \
~I 1a '- 9 "Is" .. I J 11. EFFECTS ANALYSIS RESULTS FOR EACH ISOMETRIC ARE PROVIDED ON THE INDICATED SHEET OF TABLE 3.6-4 OS- E1 C B-10" I I I ROOM# IISOI TABLE 3.6-4 I I 2000 I EP02 I 69 I I
- 12. WHIP RESTRAINT NO LONGER REQUIRED DUE TO DELETION I OF BREAKS.
c I TE RESTRAINT LEGEND: EP2-9 I (." EP02 I c PO DIRECTIONAL RESTRAINT
-12
-13 \
c c TE BUMPER RESTRAINT TE DETAIL@ 510 - (D-~) EP02 c -05 ISOLATION RESTRAINT TE E.L. 2019~ 10"
<t P02
-07 2"<2"*3~'KED TEE _..:.3~1- Bell- '2. " }--H--{ GUIDE RESTRAINT BB-3'1* SCA--10" ----l tEL. zon'-,;,\1,.," II BUMPER RESTRAINT WITH B ATTACHMENT TO PIPE c dl v 47'(v)
II IBP II\ dl EL. 2014'-(d' D ANCHOR u II) FOI9 IFOR FURTHER DETAILS OF RESTRAINT TYPES, DETAIL
@ (F-4)
DETAIL CD (D-6) SEE SECTION 3.6.2.3.31 CALLAWAY PLANT DETAIL([) FIGURE 3.6 - 1 (C*S) HIGH ENERGY PIPE BREAK ISOMETRIC A ACCUMULATOR INJECTION-LOOPS2&3 INSIDE CONTAINMENT (EP02) REV. OL-15 5/06 (SHEET 41) 8 7 6 5 4 3 2 1
CALLAWAY - SP Figure 3.6-1 (Sheet 42) Deleted Rev. OL-0 6/86
% *Y H
l(' *z G
~ESTRA!.,fir LEGEND
~ DIRECTIONAL RESTRAINT
~ BUMPER RESTRAINT
~ ISOLATION RESTRAINT F
~---4 t-~ GUIDE RESTRAINT IIIII
~~ ATTACHME~STRAINT BUMPER R (FOR FURTH£
- EE T TO PIPE SECTIONR3~i1A~U;)OF WITH RESTRAINT TYPES
. . ANCHOR E
NOTES
~~~~~E.~OCATIOI-J$ FOR I
DHr~1~~~TIO.N 3.tD~~IIS I:IPIN~ 3.(... 2_. ~~E.:-1(
,._RE ARE.
- 2. E_FFECTS A.NA SE.CTIOI-J TYPES AAE. PROVID T.a...SLE 3
_G.:D4- Ot.J THE. I"'DIC:-i:D E-AC\-1 lYSIS ltE.SULTS RO~M ~ S.HEEI OF ROOM
~--*-t Ti\BLE ~.<.._::_:~. SWEET 1207 iS -
- 3. STEADY. STATE ARE PROVIDE 13Z9 ...,__..
35 THRUOT FORCES FOR EACH LINE LltJ: :.t.L.OW.
~ ..:"'\
'="-.
D 051 HBO(;:- ! THRUST FORCE_' LBF 05Z. kBD .;..** iH -- 053 HBD (.," 001 HBO 4 -* II I f 054-HBD -- 2000
~
4 055 HBD*4" c Rev. OL-0 B 6/86 CALLAWAY PLANT FIGURE3.S-1 PIPE ~~GH ENERGY AUX STM DE:::~~OMETRIC DISCHA~~:EED PUMP OUTSIDE CONTAINMENT IFB04) ISHEET43l 8 7 6 5 4 3
DIRECTIONAL RESTRAINT H BUMPER RESTRAINT
~ ISOLATION RESTRAINT H ~- -f GUIDE RESlRAINT
- INDICATES TERMINAL END BREAK POINT G
Ill' BUMPER RESTRAINT WITH ATTM:HMENl TO PlPE ( ! R FURTHER D TAILS OF RESTRAINT TYPES SEE SECTION 3 6 2 3 3}
... ANCHOR F
E
!130 1301 c
B CALLAWAY PLANT FIGURE 3.6-1 HIGH ENERGY PIPE BREAK ISOMETRIC AUX STM SUPPLY HEADER OUTSIDE CONTAINMENT (FB05) REV.1 11/10 (SHEET 44) 8 7 6 5 4 3 2
RESTRAINT LEGEND
~ D<RECTIONAL RESTRAINT r BUMPER RE_STRAINT
~ ISOLATION RESTRAINT
~---~ 1---@ GUIDE RESTRAINT
- INDICATES TERMINAL END BREAK POINT I 8R(AK.. LOCATIONS FOR THIS PlP1N'4 AJ!:E DEt1NfD !N IJI SECJ!ON 3" Z! !d.8R£A!'. TYPES ARE DEtlNI.IJ !N Sf.OlON3hZJL3~
III BUMPER RESTRAINT WITH ATTACHMENT TO PIPE (F"OR FURTHER OETAJLS OF RESTRAINT TYPES 2 UFE'Cf<J P.NAlhlS RE5UUS fOR EP.CH MOM A.R.£ PROVID£D ON THE lNDKMED SHUT OF TABLE 3,-4. SEE SECTION 3 6 2.3 3) ROOM# TABLE 3<;,-4 SHE!::T 110! 1102 1111 112.2. 112.7 13 112.8 14 IIZ'l 15 1130 1301 140 7 22 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) 8 7 6 5 4 3
~,,.
~
DIRECTIONAl RESTRAINT BUMPER RE~TRA!NT
~ ISOLAliON RESTRAINT Rev. OL-0 6/86
~--1 t-f GVIOE RESTRAINT CALLAWAy PLANT FIGURE 3.6-1 HIGH ENE~~~TRIC PIPE BRE~~g;ND STOR A ANCHOR AUDX ~~COVERY TANK AN W&VENT OVERFLgNTAINMENT OUTSIDE C 09} (SHEET46) {FB 8 7 6 5 4 3 I
H I. BREA~ 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 ROOM AR£ PROVIDED ON TH~ IN[)I(P,Tt:D TABLE 3b 4. ROOM t:f TABLC 3 (,-4 SMELT 112'} IZ07 3 5T£ADY-SrAH:_ THRUS.f VOR.((~-, ,:oR f.MH LiNL AR[ PROViDfD BElOW. F
!10 HBD 2" 475 E
D c Rev. Ol-0 8 6/86 CALLAWAY PLANT FIGURE3.6-1 HIGH ENERGY PIPE BREAK ISOMETRIC AUX STM COND TRANSFER PUMP DISCHARGE OUTSIDE CONTAINMENT (FB10) (SHEET47) 8 7 6 5 4 3
H G NOTES* IBREAK. LOCATIONS :o:.6r~_:_ld. s Plf>ING ARE BREAK TYPES
~~E LT~ ~OR
. FINED IN SECTIO 3 67.!.2.3.
DEFINED IN SECTION EACH ROOM 2 EFFECTS ANALYSIS Tr;Es~NDICATED SHEET OF ARE PROVIDED ON TABLE 3.6*4 E 3 6-4 SHEET *. ROOf,~;liTABIL5 . II29 F E THRUST FORCES FOR EACH
- 3. STEADY- STAT OVIOED BELOW.
'NE ARE PR L, LINE # rHRUST
- FORCE LBS OS6,057 HBD*2 475 E
D c B Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.6-1 HIGH ENER~~TRIC PIPE BREAK ~~gR FEED PUMP AUX STM DEAR~~~RC OUTSIDE CONTAINMENT (SHEET 48) (FB13) 8 7 6 5 4 3
H
+y RESTRAINT LEGEND c! DIRECTIONAL R£STR4JNT
~ BUMPER RESTRAINT G
. , BVMPER RESTRAINT WITH
- ATTACHMENT TO PIPE F (FOR FURTHER DETAILS OF RESTRAlHT TYPES SEE SECTION 3.8.2.3 3)
.6, ANCHOR NOTES:
I. * - "'JJICATfl TtiiUoMIIU.lf"CC ... lAI( P'Ofl'fT
- fHOIC.UU M'fiiiiMfDtAT( Ult:AII' POWT
*0 -I!I'H:MC:A.'fl.tf1'liiiUISHC)l)l
*Ud - lil'ftlteATUel"'C\\N,ffii(HTIAl aiiiiEA<< A.T INTIMIIIDtATt U:UII'f"OHt E li [lJ - tNOr.t:ATU etM;UMr(fllflif'nAL ... fA.I( AT Tf,...I,_.AllNO 0 -tNOtCATU*IIIUKI"'O'ffll'~flll
- 7. @) - IN0<-'U11 ~ "'l.U: "fiTA.UffT I JTII!.f.UIIIUUlnWHH:MAJIIIOrvtlliNIITJt.al.li...I-J. IHUTJ 11~ 2Z COI"'IIIlW'OHO TO THl HuliiiiUUCA.l N(l()Ali'OttfTI
~~fill(.
- tfft:CTSNrfA.lY$fSitUUlf'lN:WlU04f'OOWAAI.~
VIOfOCWI THl tHOteATtOIHEUOf TAkl l.U. 3? 10 lf.. ntAOY4TATI: n**vrT "'fM:tJI"OII" Uo(:H ....(AI( Mf. P'tiiO\nOED *now. D FCOI*OI FC.Ot*Ot lltOI...O) 1=(.01 ~ 10 c B REV. OL-9 5/97 CALLAWAY PLANT FIGURE 3.6-1 HIGH ENERGY PIPE BREAK ISOMETRIC MAIN STM SUPPLY TO TURB AFP A OUTSIDE CONTAINMENT (FC01) (SHEET 49) 8 7 6 5 4 3 2
8 7 6 5 4 3 2 1 H H
+Y
+X
.o*. . .
*** *. 6 :. REACTOR BLDG.
AUXILIARY BLDG. ( 2 31 ) ( 133 ) ROOM 1322
+Z 15-HCB-3" G G NOTES:
... - INDICATES TERMINAL END BREAK POINT DETAIL
- 2. II - INDICATES INTERMEDIATE BREAK POINT
- 3. 0 - INDICATES STRESS NODE
'0
' /
- ';' 4. II~PI - INDICATES CIRCUMFERENTIAL BREAK AT INTERMEDIATE BREAK POINT
- 5. II~PI - INDICATES LONGITUDINAL BREAK AT INTERMEDIATE BREAK POINT 6' I TeE I - INDICATES CIRCUMFERENTIAL BREAK AT TERMINAL END F F ROOM 1322 REACTOR BLDG. r.Q- INDICATES BREAK POINT NUMBER 8.~ - INDICATES PIPE BREAK RESTRAINT 1
HB24 9. STRESS RESULTS WHICH ARE GIVEN IN TABLE 3.6-3.
-03 SHEETS 53 & 54. CORRESPOND TO THE NUMERICAL NODAL POINTS SHOWN HERE.
133 231 12-HCD-3 II c 10. STEADY STATE THRUST FORCES FOR EACH BREAK ARE LCV 7151 TE PROVIDED BELOW. 1003 F 011 I 7158 F013 I 'I 15-HCB-3 II I '/ 'F01 0 BREAK POINT THRUST FORCE LBS.
'F012
'F014 440 HB24-01 1.921 HB24-02 1.921 HB24-03 1.921 B24 7.921 HB24-04
-04 HB24-05 7.921 E wz "'
HCD E
~"
m-oo_ 0 o-c 11. EFFECTS ANALYSIS RESULTS FOR EACH ISOMETRIC ARE PROVIDED ON THE INDICATED SHEET OF TABLE 3.6-4 w=o lu_ 7135 TE 0:1 0 0--"
-w 00: FOOl /
13-HCD-3 " ROOM# IISOI TABLE 3.6-4 r-o I m I 14-HCD-3" '/ ' F005 2000 IHB241 70 430 r L~1"NPT V009 i"T.C* &D D D
~--1 205 c
TE RESTRAINT LEGEND: HB24
-05 DIRECTIONAL RESTRAINT c c BUMPER RESTRAINT ISOLATION RESTRAINT
[}-H-{ GUIDE RESTRAINT II BUMPER RESTRAINT WITH ATTACHMENT TO PIPE B II B IFOR FURTHER DETAILS OF RESTRAINT TYPES, SEE SECTION 3.6.2.3.31 ANCHOR CALLAWAY PLANT FIGURE 3.6 - 1 HIGH ENERGY A PIPE BREAK ISOMETRIC A REACTOR COOLANT-LOOP DRAINS INSIDE CONTAINMENT (HB24) REV. OL-15 5/06 (SHEET 50) 8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1 H H
+Y
+X B2
-01 c
TE +Z 955 G G NOTES: 1- ... -INDICATES TERMINAL END BREAK POINT 975 2- II - INDICATES INTERMEDIATE BREAK POINT
- 3. ~ - INDICATES STRESS NODE c
TE 4- II~PI - INDICATES CIRCUMFERENTIAL BREAK AT INTERMEDIATE BREAK POINT B2
-02 5- II~PI - INDICATES LONGITUDINAL BREAK AT INTERMEDIATE BREAK POINT
- INDICATES CIRCUMFERENTIAL BREAK AT TERMINAL END F F B27
-07 7 INDICATES BREAK POINT NUMBER c 8-~ - INDICATES PIPE BREAK RESTRAINT TE 9- STRESS RESULTS WHICH ARE GIVEN IN TABLE 3-6-3, SHEETS 43-46. CORRESPOND TO THE NUMERICAL 405 NODAL POINTS SHOWN HERE-HB27 10- STEADY STATE THRUST FORCES FOR EACH BREAK ARE
-03 PROVIDED BELOW.
- c TE BREAK POINT HB27-01 THRUST FORCE LBS.
4.697 HB27-02 HB27-04 0 () 905 HB27-05 HB27-06 E HB27-07 E HB27-08 HB27-09 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 71 430 c
TE -- D D 0
/
0 0 930 N
- B2
-05
-I
"-' j c
TE c TE B2
-04 955 RESTRAINT LEGEND:
DIRECTIONAL RESTRAINT c c BUMPER RESTRAINT ISOLATION RESTRAINT [@--H-----@ GUIDE RESTRAINT c II BUMPER RESTRAINT WITH ATTACHMENT TO PIPE B TE II B
!FOR FURTHER DETAILS OF RESTRAINT TYPES, SEE SECTION 3.6.2.3.31 CALLAWAY PLANT FIGURE 3.6 - 1 HIGH ENERGY A PIPE BREAK ISOMETRIC A ACCUMULATOR TANK DRAINS INSIDE CONTAINMENT (HB27)
REV. OL-15 5/06 (SHEET 51) 8 7 6 5 4 3 2 1
CASE I OUTGOING LI~ES WITH NORMALLY CLOSED VALVE ( REACTOR COOLANT PIPING f
)~-------1~------~)
NOTE: PRESSURIZER SAFETY VALVES s-okRY ARE INCLUDED UNDER THIS CASE. CASE TI 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 CASE i l l INCOMING LINES NORMALLY WITH FLOW NO. NO. 2 _j__ BOUNDARY TEST CONNECTION CASE I'l INCOMING LINES NORMALLY WITHOUT FLOW __i_ BOUNDARY TEST CONNECTION (MEANS OF VERIFYING THAT CHECK VALVE IS CLOSED) CASE Y ALL INSTRUMENTATION TUBING AND INSTRUMENTS CONNECTED DIRECTLY TO THE REACTOR COOLANT SYSTEM IS CONSIDERED AS A BOUNDARY. HOWEVER. A BREAK WITHIN THIS BOUNDA~Y RESULTS IN A RELATIVELY SMALL FLOW WHICH CAN NORMALLY BE MADE UP WITH THE CHARGING SYSTEM. Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.6-2 LOSS OF REACTOR COOLANT ACCIDENT BOUNDARY LIMITS
R~ACTOP\ RESTRAINT LEGEND 1'2'
~ DIRECTIONAL RESTRAINT r
w" "'" " "'"' BUMPER RESTRAINT REACTOR COOLANT LOOP MJO SUAQE': LI~E. PIPE. SRE.AK"i B~(AK OPE.NtNG THROH fOR(.( 8RUJ< NO. 0£$(.RLPTJON TYP( AR(A. L95. 9'*6* ~ H GUIDE RESTRAINT SECTION a I I auMPER REsTRAINT WITH mf ATTACHMENT lO PIPE (FOR FURTHER DETAILS OF RESTRAINT TYPES SE( SECTION 3.6.2.3.3) PSI now e801- 09 PRD'>URlZ(~ lWI: /'flt1t<i'J.A1 tOOP '"""' ~N. CJUU0TIN(
<:ItO~' SteT~
AAU ~ P5 LoN( 307,3)0 I NO.I PR(~SVFirtC1f NOZ.ZLL 6601- tS &JTT W[l..l) GUILLortNC ~=~~c,a-su.~~"; new JO~::no
""'NT .. ou..
~*l"
" SA.lwiPL! CONN~CT*ON C'I..?W IMS~~t..!I!~TATION
"2' LOOP 4 ,.
s i\lt. c; t' 2'
*O 3' II :l' H~OM CVCS AI,.'TERNA'TE- <~,11.111.Gt"'4 LINE.
12 TO F\CS P~l!' ')t)I.J;l..J2.EO\ 'S'P$1\AV ""&*O!.P, 13 f'~OM ~IS A.H0 -... " P\.l'-'IP 14 IS ...,.
>0' . c;.~~ f,._OM Pr-.E!iSUF\t'tlfPI.
...CCUMUL..\1'01\ "f.4.~l'<
'Suilt.GE. l..INE 2311._ _ __ '"
17 TO ~I-1A PU\AF"- "5UCTtON 232:1 NOTES: 1
- IHOICATU TliUoU"l"ll1'401,_(AII1'01loll l"'lfflr.,oi~Q14f(
/
l * *lolOICAUS IIH4111'01J<tt
) 0 tlolQI(:ArtS.Sfllll($$"()0( e't' W['\TIHIO+Qt$.( lll:f't")
_/.' tid - ~':t~';:~;;JtCV11"HAtNH4t I"(AW;
- f 1Nf(ll¥(0tJH(
~ LI-OCATts lCINGITVOI*l. ~!~"UK AT '"'T(IIlloi(D\AT£ t~(A;( PO!Nl.
G liJ lllfOlCATUCtlliCIJ'Io'f(III(I'HIAliiii(AII At fii'Uioi/HAl (~0 0 INOI(ATUIIII.(A .. I'()llolfNU-..ef!ll l <::>- lto/DtCATUPif'( IJt(A.IUUth.u*H t
- Sl>~($Stl[SUtflWMfCI'I A~f (OIV(ft IN U.&ll l*l. SMH I '-4 COAJt($11"0fo10 tO tHI "'IJIIollltlfCM. NO~A\ JO()Ih'Tt JHOw'l'll H( Jtl lO - Sfl ... OY'*STATI THJIIUU '~U *~ l..C:H IJII(,U: A lilt;
,_JtOYI()fO ABOVE SECTION IL 0 ~ DlNOTB BRAN<.H NOlZLl Hl.lto49£R OtfiH(.O IN BAAHC.~ HOlll( T~[
P.E:AC1C,:t COOLANT Jl . . ~ lHOCATt.!o TERMINAl. (NO Uhi.IT[O AR!4
?uM;. Peeo1e C!ACUfM'IRENTiot.l ~tM. POtNT.
tl. . . . ~ INOK.A.T!S JNT!.RMtl)\.lT( llMlT[O ARtk\ C.~l.ltN'(.Rt.HTJAl. H~ ?OIPIT.
!4- E~HCTS >>>.M.~ ~E'!>UU$ J:01t ltt.AC.lt"lR c.c:x:>lANT LOOP ANO !:oURC:aE Ut..£ PIP[
!!>~UK~ AR< PROVIDED """Sheets 101, 102, 103 and (().4 ofTable 3"6-4.
LOOP NO.3
,.,!:ACTO"' C'OO\.ANT SiE.A.M C(H.IE~A lOf\
PUMP E6601C
~ /~10.
2'1'*0.~ **o*~*.2o* REV. OL-15 SECTION IG SECTION© Jff0 SECTION@ SECTION@ CALLAWAY PLANT 5/06 (T'(P; AI..L .C LOOP~) (F()Jt. \.OOP NO t) {TYI>. AlL 4 LOOP5) (TY"P ~O" l.OOP~ HO. I~!) h.OOP ).<) -<4 (OPI> ~A)JCf FIGURE 3.6-3
~-~**,.o. Keo.v Wlll-1 Plt!.NIJM
~AMfH:-1'\
~*,o LOCATION OF POSTULATED BREAKS IN REACTOR COOLANT SECTIONED SECTION@ ..SECT~ SECTION (INCLUDING PRESSURIZER
( T "(,.. A\.L 4 I,.OOP~) hVP FOP. l.OOP."$ lfl) (1.00~ NO! O,_L'f') (LOOt'" NO "" ONLY) SURGE LINE)
GUIDE~1 PLAN
. ; .. r.<;:ONC. SLAB
~:- . . ~ ......... : ..
SECTION© Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.6-4 TYPICAL PIPING GUIDE INSTALLATION
Q_
<(
(9 I l ~PIPE--I ~----H--(l Pl PE Ir=t=~--lC:::::::,.,_w 4 PLAN EAHM (SEE FIG 3.6-6 SHT. 2 OF 2 SECTION SECTION @ Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.6-5 TYPICAL ISOLATION RESTRAINT
CONC. PLATE WALL EMBEDDED PLATES IN WALL Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.6-6 SHEET 1 ENERGY ABSORBING HONEYCOMB MATERIAL- LARGE GAP RESTRAINT
NOTE A: 2 WELDS EACH END AT SHIM OPPOSITE SIDES. (WIDTH) (FIELD HAS OPTION OF E.A.H.M. WELDING ANY 2 OPPOS-(WIDTH) 1 NG SIDES) (TYP) I 2 I 2 1-I I- <.9
<{ <.9 I z z (f) w ww _j
_j SUBSTRUCTURE E.A.H.M. SHIM (TH K) (IF REO'D) FRONT PLATE MAY EA END BE CURVED C)R FLAT SEE NOTEA BEND RADIUS FOR 1/8" THK BACK Ft CURVED PLATES =0.75 x NOM. DIA. OF PIPE_-- _QJBECTION OF APPLIED LOAD
.01" THK COVER Ft (4 SIDES) 1/16" THK PERFORATED F R0 N T Ft -----------
EA. END SEE NOTE A EA. END Rev. OL-0 SEE NOTE A 6/86 CALLAWAY PLANT FIGURE 3.6-0 SHEET 2 TYPICAL PREFABRICATED ENERGY ABSORBING HONEYCOMB MATERIAL INSTALLATION
GAP CONC. UPSET RODS WALL EMBEDDED PLATES IN WALL PLATE Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.6-7 TYPICAL UPSET ROD LARGE GAP RESTRAINT
EM 8 PLATE (TYP) SLP.B SUPPORT WHERE CONC. SHIM REOID PACK "II WALL w
~ ~==F=====l
~AP PIP SIZED TO LIMIT MOTION
~
... ~-:
.*~**
.*~
EMB. Ft---- GAP SIZED TO Ll MIT
--..~-~
PIPE MOTION RESTRAINT CUT TO SUIT IN FIELD Rev. Ol-0 6/86 CALLAWAY PLANT FIGURE 3.6-8 TYPICAL CLOSE GAP RESTRAINT
1 c0 Effective damping of pipe (effective translational damping) cs Effective damping of substructure L Distance from elbow to restraint Ll Distatk:e from elbow to restraint to effective mass of rotating pipe L2 Distance 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.
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 3.6~2.3.4(a)) K Elastic spring representing stiffness of pipe ~etween point of p fixity and restraint ' K Elastic-plastic spring representing energy dissipating device. e (Active only in compression - provides rebound capability.) K Elastic-plastic spring representing stiffness of restraint s substructure. Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3. 6 -9 LUMPED-PARAMETER MODEL PIPE-RESTRAINT SYSTEM
REACTOR BLDG. PERSONNEL ACCESS 2'-3" BUTTRESS ( EOUIPME NT HATCH r_ I 3_2'§ FROM <t_ OF REACTOR VESSEL ACCESS HATCH PLAN EL. 1998'-6'~
- ,.r 0
9.L ~TENDON ACCESS GALLERY Rev. OL-0 6/86 INCORE INSTRUMENTATION CALLAWAY PLANT TUNNEL FIGURE 3.8-1 SECTION PLAN AND ELEVATION OF REACTOR BUILDING
FSAR Figure 3.8-2 is withheld per RIS 2015-17 REV OL-11 5/00 CALLAWAY PLANT FIGURE 3.8-2 REACTOR BUILDING GROUND FLOOR PLAN - ELEV 2000'.0'* AND 2001-'4' FSAR Figure 3.8-2 is withheld per RIS 2015-17
FSAR Figure 3.8-3 is withhe ld perRIS 2015-1 7 Rev. OL-0 6/86 CALLAW AY PLANT FIGURE 3.8~3 REACTOR BUILDING INTERMEDIATE FLOOR PLAN- ELEV 2026'-0" FSAR Figure 3.8-3 is withhe ld perRIS 2015-1 7
FSAR Figure 3.8-4 is withheld per RIS 2015-17 Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.8-4 REACTOR BUILDING OPERATING FLOOR PLAN ELEV 2047'-6" AND 2051 '-0" FSAR Figure 3.8-4 is withheld perRIS 2015-17
FSAR Figure 3.8-5 is withheld perRIS 2015-17 Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.8-5 REACTOR BUILDING PLAN - ELEV 2068'-0" FSAR Figure 3.8-5 is withheld perRIS 2015-17
FSAR Figure 3.8-6 is withheld per RIS 2015-17 Rev. Ol-0 6/86 CALLAWAY PLANT FIGURE 3.8-6 REACTOR BUILDING EAST -WEST CROSS SECTION FSAR Figure 3.8-6 is withheld per RIS 2015-17
FSAR Figure 3.8-7 is withheld perRIS 2015-17 Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.8-7 REACTOR BUILDING NORTH-SOUTH CROSS SECTION FSAR Figure 3.8-7 is withheld perRIS 2015-17
SYMMETRICAL ABOUT ~
~REACTOR BUILDING
*18@ 9 LAYER 1
***--*--- ---*-*----1-* -'--'---*
3 -*11 (LAYER 5) (\) 0:: w
<(
__j 0>
@; HOOK ( TYP)--
co (9 z
- Ci
__j Cll SLEEVE (Typ) I i i+- 11 I I
\
__j <(
\
u 0:: w
- ?:
~ i
'1"1 o::l 0>
w: Q
<( co Rev. Ol-0 6/86 I
CALLAWAY PLANT I ~~ COl FIGURE 3.8-8
~~
1[ REACTOR BUILDING BASE MAT
*18 @18 t I
1 LAYER 3
*18@ 18 REINFORCING- BOTTOM LAYERS
8 - *'18 (LAYER 8~~:___.
\'-.._
\~ '
~ REACTOR
- --- -H
\ iI 3 _#*11-----/
\
(LAYER 7) \
--3-#11
.......___ (LAYER 7)
Rev. OL-0 6/86
- i CALLAWAY PLANT
. i 1.
0 I I FIGURE 3.8-9 II
#-11 @ 12 1 -1 i- '*:~__@_~ -"- --
LAYER I 7
**---~---------
L ----.
#18@ 12
------------------*-----1 REACTOR BUILDING BASE MAT REINFORCING- TOP LAYERS I
REACTOR BLDG f REACTOR 1 1'-o" WALL REINF
*18 (LAYERS WALL ANCHORS
* "18---+_J
- 11 *11 * (LAYER 7)
"11
*18(ADDLJ ~-...-*18
~~~9B~~:t~~~~~~~~~l:!;~~~~~~~(LAYER 5)
"18 (LAYERS 1,2,3,4 ¢5)
SECTION@ Rev. Ol-0 6/86 CALLAWAY PLANT FIGURE 3.8-10 REACTOR BUILDING BASE MAT REINFORCING- CROSS SECTION
4 REACTOR BUILDING 3-*11@ 24 EW-__, 2-*11@ 24 EW 2-*g & 1 -*11 @ 24 (BUNDLED) (BUNDLE*D) E W (BUNDLED) 1-*11@ 24 EW
*
- 4 ..
ct .* 4 *
* *
- lo *
- 4 .
4 ** * **.*
* .4 I
- 4 .
- ll'
- Rev. OL-0 6/86 TYPICAL SECTION SHOWING SHEAR REINFORCING CALLAWAY PLANT FIGURE 3.8-11 REACTOR BUILDING BASE MAT REINFORCING- SHEAR TIE
r I A A MATCH LINE I If EL 2140-0 DETAIL I II
~PR IN_CL_Uf\JE::__ E:L __2_1]_5- O - - - - - r :tf II 6 @ 24 -~-*- -----.,._,
BEND POINTS I r
~'fl I
*11 ALT. -*----""'-++-!of (EVENLY SPAC D)
@ 12" 24 II
'*"' 11@ 24II
~**-,
~I IF I POLAR CRANE_/
BRACKET
*11@ II 24-----
I r----=------~==--- DETAIL@ EL. 2019'-6" l tl'6 L
-r11@12
" I EL 2012 5 74 31 II l
@ I 3 II EL 1998 5 )/4 IF~ I Rev. OL-0 6/86 I A CALLAWAY PLANT 1
FIGURE 3.8*12 REACTOR BUILDING SHELL REINFORCING TYPICAL WALL ELEVATIOt-J Standard Plant
~-DOME VENTS (4 REQ'D)
"-- 2 1" RING PLS. z cr w
f-
~
w cr I
<(
- .> L Sli
~i
' ~
~I
.;"I 2'~>11 (BOTTl 2 CADWELDS(180J I
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- 2*11(TOP)
"612 HCX)P~ BTWNJ
- 11@48 CADWELDED I
l ile 24
#6@ 24 CADWELDED HOQPS_.t ___
(ALT@ 12)(BOTT)
-_J L *f!@ 1_.:1EW (BOT:f)
(CADWELDED)
/1, j
1<)>.'7~ C- *g@ 12 EW (TOP) (CADWELDED)
*g@ 12 (HOOPS)
(TOP) REACTOR BLDG SYM ABT (Ui':O) HOOPS (BOTT l SQUARE PATTERN
...J SQUARE PATTERN NOT.!:_ ADJUST*6 OR"B HOOPS NOTE ~9 SQUARE PATTERN BARS TO AVOID HOIST lNG TO BE CUT AND HOOKED UPWARD CALLAWAY PLANT HOOK EMBEDS AT HOISTING HOOK EMBEDS. PLAN FIGURE 3.8-13 REACTOR BUILDING DOME REINFORCING-PLAN Rev. OL-0, 6/86
-DOME SHEAR TIES c:l* EXTENDED (TYP)
- g@ 12 CAOWELDED (SQUARE PATTERN)
TYPICAL SHEAR TIE BUTTRESS ELEVATION AZIMUTHS 41~ 161"
¢ 281°
*6 x 9'- O"OJNO)-
TO MATCH RADIALS I A ""6@24-AT SPRING LINE (RADIAL! I SL:(J_<\:3'- o" *___ -r--"'-..--..-4--,-,-}~ EL 21~':._Q"_*-- Rev. OL-0
*ALT. ELEVATION TO 6/86 TOP OF BAR SECTION@ CALLAWAY PLANT 1'-oY2"
~B[ND POINTS NOTE: FOR SIZE
' SPACING SEE 6V2"- FIGURE 3.8-14 ill@
REACTOR BUILDING SECTION DOME REINFORCING-ELEVATION NOTE @ DETAIL TO 7c 6" O,HEAR TIES ARE TO DET.AIL TO 4'-5" BE '"6@ 12"x12" FROM EL 2135'- 0" THE DETAILED LENGTH IS PROVIDED FOR CONSTRUCTOR FLEXIBILITY IN RESOLVING INTERFERENCES WITH THE
~~~tfHI~goK AND TENDON
FACE OF CONCRETE SHIM-----. (AS APPLlCA BLE) SEMI- RIGID SHEATHING ANCHORAGE--""' TENDON RIGID SHEATHING SLEEVE GREASE CAP ,' ' .-#- BEARING PLATE I_:_~-------- Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.8-15 REACTOR BUILDING TENDON ANCHORAGE SYSTEM
z 0 0 z w 1-B 0
~*
Ql ..... f TENDON GROU 2 I WALL PLAN (HORIZONTALS)
~81' DOME PLAN cr,61' y
( VERTICALS) r'l I LAST H OOP (,).I TENDO NI
<Y ,-"!_ENDON 55~
I TENDON 55 CB, I !------ -- J_ - v~TENQON II\ EL 218 5'-111/2" I "'TENDON 55AC SPRING LIN_~ -- -- T_ENDON _45!?~. __ - --- 45CB .. EL 2135'-0" I L TENDON 45AC I I I I I I I Rev. 01.:0 2 079'- 4 11 TENDON 26 BA7 TENDON 26AC] ~EL 2078'- 4112'
----- EL 2077'-5" 6/86 LTENDON 25CB, EL 2057'- 6" I CALLAWAY PLANT I I \ '
I I I I FIGURE 3.8-16 I TOP OF LINER P LATE TENDON 1BA~
/
TENDON 1CB .X
\ I \ I REACTOR BUILDING TENDON AND BUTTRESS ARRANGEMENT
' :y, -~
1998 -5 4 L__TENDON 1AC
\LcONSTRUCTIO~
OPENING WALL ELEVATION HORIZONTALS
*;4 " LINeR R LAS; HOOP 1ENDON ,..Il II --;2~-1~ ~I>.OIU'S OF- fiO_O'=__ ]ENOO~ !'_ L. _'/.~~~..:_2.__ _ _ _ _------,,L-----77'!~
Ir 1--o LOC.\110N OF LOVIIES1 1: _ ( HOO_F'_ -~EN_DO':':__ _ _
~]loti!H=R='W-+t 74 *- o';," R~DIUS 1-- -----
RAOIU':> FOR flOOP 1ENOON':> VARIES 4I / I I I I 2'-ci ~*. 0 SECTION REACTOR BLDG. Rev. OL-0 6/86 RADIUS A'-N-0 FOR GROUP
;ENOON
.. '2 GROUP " 1 CALLAWAY PLANT FIGURE 3.8-17 SECTION
- __4'-. o.:_l REACTOR BUILDING TENDONS- SECTIONS FOR CONTINUATION SEE SECTION@
LINER ~ HOOP TENDONS --
~ BUTTRESS 12'-o" CONSTANT BELOW EL 2135'-o" POST TENSIONING SYSTEM SUPPLIER SHALL TENOON';; INDICATE TANGENT LENGTHS FOR WALL AND DOME TENDONS -
----r---7*
GREASE CAP
~
0 OF COMPOUNO CURVE 0 r 0 POINT OF r--~ TYPICAL BUTTRESS DE TAlL
- C?, r~-
~j_i SPRING LINE
<f> z :I __TRAI\J'S_I_l"_IQ_~ _RADIUS FOR TENDON .<( o, GROUP "*'I VARIE';; ------- oc t- ~!I L __L POl NT OF TANGE.NT Rev. OL-0 6/86 CALLAWAY PLANT 1 II FIGURE 3.8-18 1'-71/4---- /'4 LINER ~ REACTOR BUILDING 70~0 1 /4" ~ 11 2'- 4 3/4 TO REACTOR BLDG. TENDONS- ADDITIONAL SECTIONS SECTION
A A MATCH LINE EL.2135~0 11 SPRING LINE _l ___
~I
~
=o
-'Ol \-C5* 6.7 (TYP)
GUSSET II!. Y4" ll {TYP)
, A ?
v FLOOR LINER ft SECTION@ TYPICAL SECTION THRU WALL LINER PLATE MATCH Ll N E ---____, 0 (XJ A A EOUAL SPACES@>1'-3"(MAX) Rev. Ol-0 6/86 CALLAWAY PLANT FIGURE 3.8-19 REACTOR BUILDING LINER PLATE-TYPICAL WALL SECTIONS PLAN- TYPICAL SEGMENT OF LINER PLATE
\
I f ====~~=~~B~LD:.!JG~.~~~~~=~!~~~!==-=~;G REACTOR CALLAWAY PLANT Ol-0
--- ft. %" x s"Y2" (TYP.)
FIGURE 3.8-20
-re_ . 1!4" x s:V2 "(TYPl If'.. 1f4"x s1!;t{TYP) REACTOR BUILDING DOME STIFFENLEINER PLATE-R PLAN PLAN
t
--p C. REACTOR BLDG.
DET ?YMM. Af)vUI L I DET 3
\ 1/4" LINER It--
\ Rev. Ol-0 6186 CALLAWAY PLANT
\
_!_ _____ -~ - FIGURE 3.8-21 REACTOR BUILDING LINER PLATE-TYPICAL DOME SECTION
II:' lJ... 0 0 t- w 0~ oU.:
~w
~~~
DETAIL L 5'x 3"x 114 1J2"1NSERT it. I
~" LINER If..
Rev. Ol-0 6/86 CALLAWAY PLANT FIGURE 3.8-22 DETAIL DETAIL REACTOR BUILDING LINER PLATE-DOME DETAILS
REACTOR
- - PRIMARY SHIELD WALL FOR SECTION HERE SEE FIG. 3.8-24
<[ REBAR ANCHORS EL. 1998*- 6 .. EL. 1997*- 6 ..
wI CADWELD SLEEVES FOR PRIMARY SHIELD WALL. Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.8-23 ANCHORAGE AT REACTOR CAVITY-PLAN VIEW
- LJ '
/)
. II E L 1998~ 6 11 REBAR (BY Fl ELD)
- * * <r TO ct_ REACTOR
- LJ- ***. *""
A CONC ANCHOR 1 11 EL 1997 -6 REBAR (BY Fl ELD )--'---' CADWELD SLEEVES 1::>
- 6 - II Y4 L I NER fE.
Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.8-24 ANCHORAGE AT REACTOR CAVITY-TYPICAL SECTION
3 11
~ TESTING PIPE
<t-4 BOLTS FLOOR LINE I> . . . . . . .
. . .a
~--TEST COVER ~
SEA L ft.~.~-:-.*
-t-tt-t'---P-CHASE FLOOR SLAB;~:-: . V4 11 LINER I
ft
~ **IJ* ',.6'.
- /BASE SLAB PIPE-----.
GROUT HOLE (FILLED wj CONC ) BOTTOM OF BASE SLAB~ Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.8-25 TYPICAL ANCHORAGE THROUGH BASE MAT FOR NSSC EQUIPMENT SUPPORTS
r'RADIAL STOP" BRACKET J J m !'""" 1'"i>VENTk HOLES~ TED HOLES BLG SLOT-
- REOD 1 /4 " PL 1
PLAN -"EXPANSION END" BRACKET( E) 1>1X 6 "X 1I - 2 n ( T yp) fl WT9 PL 1"x 16"x 1'- 2(TYP)- END" BRACKET ( F) TENDON SHEATHING ~
~**~i!
STOP
~* ~~- **t* WJ / T O P OF BRACKET
)
-~t-I ~INSPECTION 3 ' -0 " - o" PORT
,,/,. 14 STIFFENER _ _ II II il II II II II II II II L," INSERT PL (TYP) ",, II II II IJ ,1 l! l! II II rtY2" X4" NS 4-J. FS II II II II II II Rev. OL:-0 c:~~t~~fTL_~c 6/86 2" ft BEYOND :',' I:,:' LJ LJ CALLAWAY PLANT 1" ¢ VENT HOLES FIGURE 3.8-26 REACTOR BUILDING SECTION(]) SECTION POLAR CRANE BRACKETS SECTION@
;1"cp VENT HOLE(TYP.)
--=- *--_i_ :I
~ BETWEEN SLOTS -1
-h ~~
PLAN JiJ~"---J_--7--_~_~ 1-----'
~- **..,":
..'Q.;:,
_~t_ TOP OF BRACKET----~ PLAN
~BRACKET l70'01/4"R ll ~-~~~~~lNG**<;
OUTSIDE FACE LINER i[f';;~ 1;4" LINER ~
~--TOP OF BRACKET 112" INSERT -It Lf:J 1 14" LINER ft \ BRACKET fi 2 "X5"X0'-10" Y2" STIFF Ff. 1;2" INSERT IE \
N.S. t FS. (n N ft 2"X10"x0'-1F 1" WEB f/?.- _________________.__ ~:::::::====+===~ r11
- l ;..,_TENDON ,:,,k'-~---
,_ 1'-5" ...1
~ATdiNG! ~--,.
2" If. BEYOND 1'-8" Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.8-27 REACTOR BUILDING SHELL TYPICAL BEAM SUPPORT BRACKETS
REACTOR BLDG. (SYMM. AB T. <t_ )
~..------t----
DOME 180° DOME STIFF STIFFENER WT515t16 L 5x3x1f4--- TYP DOME STIFFif.)4" X '5 Y2 11 L5x 3 _T_Y_P_ _--.o-<
~~~~~~~bd WT9
~UPPORT (14 PLACES) DET.
VERT. ANGLES SECTION 2-WAY SPRAY PIPING SUPPORT r- FACE I 1 II 70-0 ~ TO O.S. DETAIL C) OF LINER ft. ELEVATION Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.8-28 REACTOR BUILDING- TYPICAL PIPE SUPPORT BRACKETS IN DOME
1 11 70 -0 TO <i. REACTOR BLDG. W LINER ft II
-------- Y4 LINER PLATE l - - - L3x2 t--2. PLAN ID (l,
t- _____ EL 2000!.. 0 11
. : .11. *.. : _:.
. : :a* .. I I
I
. .4 r----}4' C 3x4.1 wfr4' POINT LOCATIONS GUSSET ~
CAP ~@ VERTICAL JOINTS IN LINER ~ AND TEST
...... : I TYP. AT ALL TEST CHANNEL INTERSECTIONS I I
I C5 1 11 EL 1998 - 6 T. 0. R.. TYPICAL LEAK CHASE ADJACENT TO WALL TEST CHANNt.LS** )4" LINER ft AND/OR ANGLES I I
~~~~~~~~~~=t**_EL1_~~~~§_
~ 'fl' . -v* .<J
- M4 4 . Rev. OL-0
~------~v-*~p~ 6/86 SECTION@ CALLAWAY PLANT FIGURE 3.8-29 REACTOR BUILDING LINER PLATE LEAK CHASE- TYPICAL DATA
~
I-I I I I I I el
.I I
I _I\_ I
- I I
I I I I TRUMPLATE;,S p---'lf11 E.S TRUMPLAT E I I
.I o**
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- 0 :
It ~
. _j"----11'18
- 1 11
___6 -.9_- ~ 1 6 -0 11 " n.e SYM.ABT.,l BUTTRESS PLAN OF BUTTRESS @ SHELL WALL 0 ., oel Rev. Ol-0 6/86 CALLAWAY PLANT FIGURE 3.8-30 REACTOR BUILDING BUTTRESS DETAILS TYPICAL BUTTRESS ELEVATION
/
/
~
/
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------1 I
I I I I i I I I I ~------ -------)
/ Rev. OL-0 ~ /
6/86
............ .,......... /
CALLAWAY PLANT FIGURE 3.8-31 REACTOR BUILDING ELEVATION EQUIPMENT HATCH OPENING
TYP WALL itB-( TYP WALL)
- :l'-9 (TYP WALL)
~IVv, . *
~<.<.)/
*11 (TYP WALL) 1
*18 HOOPS r
I SECTION co
*
- 1 11 EL 2066 6 s'-o" J SECTION Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.8-32 REACTOR BUILDING EQUIPMENT HATCH OPENING - TYPICAL SECTION
I I I I I I -;;+/-:;; r-t!+\. r-- -- - - 1- 1----- - r-- r- 17 it~- [\, lr- 1C 611
- 1- ..
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y r/ r7 ('\ () --- - --- -- ----- --- -- -- Rev. OL-0 I I i I I 1l I f CALLAWAY PLANT FIGURE 3.8-33 6/86 REACTOR BUILDING PERSONNEL HATCH OPENING- INSIDE FACE. SHEET 1 OF 2
f-- I- " " y*- 3 j 9'*3" v
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v II 1 EL 2051'-2" IL-~~ / /
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---ft---* ---
l'.::v .-1\-,. V '- V \ . -* - 4 it 1 1 e'- 5.'~ . _ H- _ ,. __ 8':6" 1-CD CD -() ---- -- -- '" - --+-+-11-+- *-* Rev. OL-0 6/86 I CALLAWAY PLANT FIGURE 3.8-33 REACTOR BUILDING PERSONNEL HATCH OPENING--:- OUTSIDE FACE, SHEET 2 OF 2
T
---r- rT rr-r* ~* *-T ** -~- - ~ --- ~ -- -~ ~---- I-+-~--~----~~-~.---~.-----~--- I MAIN STEAM, MAIN FEEDWATER
¢ BLOWDOWN LINES rUTr) 0 (PENETRATIONS PARALLEL TO 1L Oo
~0 T
J1- e~ ~~ ~ ~~'1:~TYP:-
~* 12* 0 I TYP) 6 0 ITYP)_
~~--~~-+-18-,--6--l"f------l-----t------t~-l---l-+---+---+---+---+---- - r-~4@ -~-+-~~--+----t----+---t---t---+ -+:'.a"
~---_---_~_--_-~=--:i=.j....-- .... ...... ,0- 6' ---(T y~~~-)- ! I I I ~--+-+---+-~
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------~-- l
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- (r\ - EL.2039'-o"
~14 CTYP) H-i=
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--~
((} EL.2028'-o"
""' ~ALL VERTICAL BARS
~>--f--1---~ CADWELDED ARE #18 S 1
( TYP.) 3 :It 11 - - - - ---1-- 1----___;:CALLAWAY __ PLANT FIGURE 3.8*34 REACTOR BUILDING MAIN STEAM AND MAIN FEEDWATER OPENINGS- INSIDE FACE Rev. OL-0, 6/86
MAIN STEAM, MAIN FEEDWATER
-**¢ BLOWDOWN LINES,......... -
(PENETRATIONS ARE PARALLEL TO AZIMUTH o* l II I r -: ,
~
I 23 0 II
,... f--* -*
0 f---- I II 12 0 (TYP)
-r
~--,,-* ~d~-. I I 23 1
- o" id' +----+ ,-*-+--+--+---l--l--1--+------+'"- --r- ---. - -l ' ' -~ . 1--, ' - . --- ,_, - L---* 1 (T Y p) ---:-+=f-!---c+-c*-*- * !-*1jo1 4 @
PLACE AS I I I nil, I 16 ( TYP) il **
"- 11-0 l ;
1 II I I SHOWN I I i I I I r- (TYP) E.S. -j
---+- ~ --..~-. . . .~
I I
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s---- ----.:::1 -~~-h 7',0" [_l--r-*-1r.-'-h=l=-*=,=*='"=*=-=--!=t-1-~ ,_-,....---- ; I 7 1 0:"
~------~~~-~--t:::J I#~
EL.2039-d' EL.2028'-0" Rev. Ol-0 6/86 It I
305-285-TIME (SEC.) 265-195 0 245- 530 0 1540 6 225- 6540 +
- 11600 '\}
205- STEADY STATE X r--. l.L ~ 185-w 165-0:::
- )
t( 0::: w (}_ 2 w ~ 65-v~
+~
25- X~ 0
-,-------,------~~-------~--------,--------~--------1-------,----~~~
0 .5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 DISTANCE FROM INNER SURFACE (FT.) Rev. Ol-0 6/86 CALLAWAY PLANT FIGURE 3.8-36 TEMPERATURE GRADIENTS THROUGH REACTOR BUILDING WALL FOR DBA (POSTULATED PRIMARY COOLANT LOOP BREAK)
' I
- (\f
,,0
~
l f-r-t-t-
+--
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t-t-r-r- _t__l_ zw --
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Rev. OL:-0 6/86 CALLAWAY PLANT FIGURE 3.8-37 FINITE ELEMENT MODEL FOR AXISYMMETRIC LOADS- STR.
t (f) 5
<{
0:: -11 _,0 0 Rev. Ol-0 6/86 CALLAWAY PLANT I II EL. 2135-0 SPR.IN(i LINE
-----=~~~~---------------
FIGURE 3.8-38 FINITE ELEMENT MODEL FOR AXISYMMETRIC LOADS- DESIGN
207~ 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
--- 1-------- - --* - -** ...
t- - ff, ---+-t+-++-t--t------41---
. -- r--
-- - -----r---------t--------- r-** --- --* ***-------
t-* t-rr-t-1--t--r--r------ I t+-t-1--t-t++t--+--t--t-1--1"--+-- --------- --* --- ----- -- *-------- -- -+-------t- ----------- - - * - - - - - + - - - - f-HI--1H-t+H- t--H-t-+- f--- -*~-- --~------*--
--~----+---+---------1
+. - . -+-**-*---
H+-+---1-----1------~- -*-- -----r----~-- --- ---- t----- - ~
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- -- -- *--- - - - - . *- **---- --*** - - - t - - - - - - + - - - - - - - - + - - *---- -------.,
r-J
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~I FIGURE 3.8-39 FINITE ELEMENT MODEL FOR AXISYMMETRIC LOADS- FOUNDA.
MEDIUM
Rev. Ol-0 6/86 CALLAWAY PLANT FIGURE 3.8-40 FINITE ELEMENT MODEL FOR NONAXISYMMETRIC LOADS
\ \
~ ~ \ \
~ \ \
~ \ \ r
- -- r--_,
.J Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.8-41 FINITE ELEMENT MODEL FOR EQUIPMENT HATCH- ELEVATION
SECTION Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.8-42 FINITE ELEMENT MODEL FOR EQUIPMENT HATCH -PLAN
0 0 0 0 0 0 0 co I"- (j) 0 0 81 0 1.() <.0 co ...-- I"- <.0 L() L() 0 0 0 {")I C\JI (j) {")
<.0 (j) r'
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{") 5'- 0" I Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.8-43 FINITE ELEMENT MODEL FOR PERSONNEL HATCH
LIFT W16 SUPPORT STIFFENERS-L3x2x1;4 BRACKET (3 1L3" O.C. (TYp FOR 1;4" LINER f> BOTH HOISTS OPERATED WITH COMMON CONTROL: LADDER W/ CAGE SAFETY LATCH N.S. r' FS. PLATF EL 2069'-4" I r~
- I r: r1 1 L 3'x 2" L~ ~~ :: :
0 ~;
~ : '
- : r;
,-__STIFFENERS-L5"3"1;4 G ACCESS
' ' :ILJ 1'-3" oc. (TYP.) PLATFORMS z I 2 u r--
<! I II 0 I EL 2056-6
-'0 W16 "" BRACKET 2"1NSERT ft_(UT) I II EL 2047-6 l1/2"1NSERT~
' L3'~2"
' 1 II
-~ 1 ~ ~ 1'4' Ll N ER ft uu I I 1 I STIFFC5x6.7x5Q-O"LG~
1 : :~: :*i
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- 1 I I LJ I
- - - - - - - - -.-....!=_--= -::=--:1.--- - ---- -- - ---- - - --- --- - - _j-=.-.=-..:1.. - - -- - - - -
4
- ~1 1 : r
+----------------~------..b------------------+
CJ:. VERTICAL LADDER WITH CAGE OMIT CAGE BAR Rev. Ol-0 FOR SIDE ACCESS TO 6/86 HATCH PLATFORM (PLATF
--o SIDE ONLY)
SECTION (;::\ CALLAWAY PLANT FIGURE 3.8-44 ELEVATION REACTOR BUILDING (FROM INSIDE) EQUIPMENT HATCH
PERSONNEL HATCH D : .. . _J w z z ~--
,--~--
OI IL~J I I U}U I' ffi~ =0 1 ci I EL 215t- 2 II D.. I or-I
=,......_
0 I
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("')
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J *: EL 2047-6 '. L_ L __ 7o *- o"To <t
,... ... REACTOR BUILDING Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.8-45 REACTOR BUILDING PERSONNEL HATCH
14'-o" 12'- 8 II
<t_ AUX. ACCESS --lr--
-+--?>~-.HATCH I i
(/) (/) w UI uu
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= -=
0 co b I Q)
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~
1-='1 ...
~--------------------
...... REACTOR BUILDING Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.8-46 REACTOR BUILDING AUXILIARY ACCESS HATCH
4'- o" NOMINAL 7o'-O 114' RADIUS OUTSIDE FACE OF LINER It "B" 4'- o" NOMINAL 1 70'- 0 14' RADIUS
---"---"---+>O-:"c---=":~~~=-:_:=--=--------
OUTSIDE FACE OF LINER "B" I tl 4-0 NOMINAL 10-o I ~~.. RADIUS
~~--....
OUTSIDE FA C E OF Ll NER I!- 1f21NSERT IE(UT) 1f2' INSERT IE (U Tl OR 3;4' INSERT IE (U T) 2'- o" OR 3;4" INSERT IE (U T)
~
L 3"x 2'x 114" ... -.;
** *.:..o ~
'* t*
r.*. II' L4"x 3"
~-~- ..
.. *.* L4"x 3" ~
NOZZLE t
.-.~~!(1*,
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[PI PE CAP OR CL OSURE PL. NOZZLE NOZZLE---~--"~~~s===~
- iiII
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v.~=-- _..*j II
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TYP PIPE PENETRATION- TYPE 3 PENETRATION SPARE BLANK! NG TYPICAL PfPE PENETRATION- TYPE 1 TYPICAL PIPE PENETRATION- TYPE 2 FLU ED HEAD PENETRATION CLOSURE PLATE PENETRATION Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.8-47 REACTOR BUILDING TYPICAL PIPE PENETRATION
LEAD IMPREGNATED SILICONE FOAM 1 60'-11' TO
--~---*------4-...,;0::,;F~R~E7 A~C~T'-=:O~R:'---
68'-g3ta" TO <t_ REACTOR BLDG. _j
<(
.1. p z
<(
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';>" . . *:1'. ~ .J>. z
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1-- _j
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__=_::::__ ~~~:::.:.."..::=~~~=~~~~~:::1~!-~1------'.;;1~:..., ~-----112" INSERT ft. i ~?~fDU--~ -~-~--~--- ~~ J ~----- 1 14' LINER It
!;ELLO;:S
~
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. . </
LEAD IMPREGNATED . p* ::i.;,_* I4 t SPLICE SILICONE FOAM *-~ ~ l 4:o (MIN) (ALL SIDES) 0 0 - ()) I' I
..L.-----{~~R=.Ee2_AC_TO R BLDG.
SPLICE _j
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a:: 11
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_I*"*".
~
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A. t;: w a:: PLAN- NOZZLE FOR FUEL TRANSFER TUBE LEAD IMPREGNATED
-FOR CA.RBON STEEL SOLID SILICONE ELASTOMER NOZZLE Rev. OLL 6/86 1----.::C:.:.A.:.:L=.:L=A...:.W.:.:..:A...:.Y...:........::P:......:L=A:.....::..:....N:....:T_ _ _ _ _ I FIGURE 3.8-48 1 I
FUEL TRANSFER TUBE PLAN REACTOR BUILDING FUEL TRANSFER PENETRATION I i f i f
1 4'-o" NOMINAL 70'* 0 14" RADIUS OUTSIDE FACE OF LINER It 3'- a* "B
~ft.
_} I
;.i.l;..
t vL 3 11 x 2x 11411
.. , ~~v 4"
~
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vrl . II
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II ,, NOZZLE - ill
- 1:
II [I; '* II 0::: ~ _J
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ELECTRICAL PENETRATION Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.8-49 REACTOR BUILDING ELECTRICAL PENETRATION
1 4' 0" NOMINAL 70' - 0 14" RADIUS OUTS I DE FACE OF LINER 3'- 8" *B lt. I II 2-0 fL-ft_ IV 4" *~ :-~~~ri. f-
~: I")
t -'
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~'-----'l,,2 NOZZLE II II II II II II II II II II II II II
- I
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8 :.: INSERT It
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PURGE LINE Rev. 01:0 6/86 CALLAWAY PLANT FIGURE 3.8-50 REACTOR BUILDING PURGE LINE PENETRATIONS
EL 2014'-e" "PO CONC. EL 2001~ 4" SECTION T;b LINER IE'. EL 1998~6" ~~ ~I Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.8-51 REACTOR VESSEL SUPPORT SYSTEM - ELEVATION
$REACTOR I
1' WEST BOX ~REACTOR SUPPORT 9'-2i-2" 2'-9"
--+--w I I
==t--=-
--v 7 r)y I
- rJ',
7
~ l, I
~
ll t-+ I 1I I I I I
., I
\* I
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l I I
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SECTION Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.8-52 REACTOR VESSEL SUPPORT SYSTEM-1 11 PLAN PLAN AT EL 2014 -6
REACTOR BLDG. Cf_ REACTOR I II 1-0 REACTOR ~--@ fE. 4"x 33"x 3'-Q"(REF) 1 3'-Q" \ 3'-3" 3" IE r--~~~_,
-----~r-~
I I -..- - - -.4 :,1
/ ffiN_, I'
/
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DETAIL @ LIMIT STOP STEAM--~ GENERATOR ~~fE.4"x52"x 4'-10"(REF) (TYP) DETAIL @) REV. OL-15 5/06 PLAN- STEAM GENERATOR CALLAWAY PLANT UPPER LATERAL SUPPORTS FIGURE 3.8-53 STEAM GENERATOR SUPPORT SYSTEM-UPPER SUPPORTS
REACTOR I II 4-8 (\j
~
I I (V) STEAM *.
... I
*** J
~
GENERATOR ( TYP.)
= 31f2" ci>
- :::: 3~0" RODS
...0 REACTOR BLDG.
~
- ++
E£ & REACTOR DETAIL@ 0
.. I
~
=
Rev. OL-0 6/86 TYP. SUPPORTS CALLAWAY PLANT REACTOR FIGURE 3.8-54 BLDG. STEAM GENERATOR SUPPORT SYSTEM-PLAN -STEAM GENERATOR LOWER SUPPORTS LOWER LATERAL SUPPORTS
GEN. COLUMNS (TYP. OF 4 ) DETAIL@
~ SUPPORT STRUTS EL.2045'-o"
- . ~ SUPPORT RING EL. 2044'-103/4"
. *.: ll.
<l LOWER LATERAL
- -==:3=1lf-L SUPPORTS EL. 2022~5" VERTICAL COLUMNS BOTT. BASE Fe..
--~
EL. 200f-10" f< ["BASE S~A~ ~ HOTL_L_E--t.G~~:--.-._.;...,.+:-~-~<~',..___...~~4=1,
-====-.L1 EL. 2001-4 I II EL. 2014-6 STEAM GENERATOR ELEVATION VIEW REV. OL-15 5/06 CALLAWAY PLANT FIGURE 3.8-55 STEAM GENERATOR SUPPORT SYSTEM-ELEVATION
(\j 0
'<f 0_,
c:::
; I; . ;*
p. --t--+ -
~
. ~-/ SECTION@
Rev. OL-0 6/86 PLANT FIGURE 3.8-56 BLDG REACTOR COO LANT PUM SUPPORT EMB p LATERAL EDS
LEG ROD CROSS-OVER LEG ,,,,
,, COLUMNS Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.8-57 REACTOR COOLANT PUMP SUPPORT DETAILS
REACTOR BLDG
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REACTOR BLDG CTOR BLDG RF: ACTOR EACTOR 1o a*
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I
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CALLAWAY - SP Figure 3.8-61a has been deleted. Rev. OL-7 5/94
REACTOR BLDG.
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Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.8-62 SECONDARY SHIELD WALLS-ELEVATION 2000'-0" TO 2025'-0"
~R_E~CTOR BLDG.
l 4
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-y I I II i C.J. EL. 20bO-O
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, PRESSURIZER ~ PRESSURIZER I 1 36 -3 TO 11
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Rev. OL-0 6/86 PRESSURIZER CALLAWAY PLANT FIGURE 3.8-67 CONNECTION
~ , ,, PRESSURIZER SUPPORT SCALE:1=1-0 DETAILS
REACTOR BLDG [.4~"
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FIGURE 3.8-68 REFUELING CANAL - PLAN (Cij EL. 2011- 6 TO EL. 2017-5 TYPICAL PLAN
REACTOR & CRANE RAIL I
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FSAR Figure 3.8-70 is withheld perRIS 2015-17 Rev. Ol-0 6/86 CALLAWAY PLANT FIGURE 3.8-70 REACTOR BUILDING OPERATING FLOOR FSAR Figure 3.8-70 is withheld per RIS 2015-17
.... BANDING BAR &
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Rev. OL-0 6/86 CALLAWAY PLANT SECTION@ FIGURE 3.8-71 REACTOR BUILDING OPERATING FLOOR SUPPORTS AT SHELL
FSAR Figure 3.8-72 is withheld per RIS 2015-17 Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.8-72 REACTOR BUILDING INTERMEDIATE FLOOR AT ELEVATION 2026'-0" FSAR Figure 3.8-72 is withheld per RIS 2015-17
FSAR Figure 3.8-73 is withheld perRIS 2015-17 REV. OL-15 5/06 CALLAWAY PLANT FIGURE 3.8-73 REACTOR BUILDING INTERMEDIATE FLOOR AT ELEVATION 2068'-6" FSAR Figure 3.8-73 is withheld perRIS 2015-17
CALLAWAY PLANT FIGURE 3.8-74 REACTOR MISSILE SHIELD (INTEGRATED INTO THE INTEGRATED HEAD ASSEMBLY) REV. 1 5/15
1 14 0 Ji* AT <i GIRDER WP TO W.P
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1 HS BOLTS
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- - - M I L L STIFF TO BEAR ON BOTT. 6/86
~;=;:z:~~9'1z::-:z=~y,F_;,~,,;y--- ~ T 0 BRACKET E L 2119 7 3/4
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CALLAWAY - SP Figure 3.8-76 Deleted Rev. OL-0 6/86
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I II 75-0 I II PLAN ELEV. 2047-6 Rev. Ol-0 6/86 CALLAWAY PLANT FIGURE 3.8-78 I II PLAN ELEV. 2021-6 REFUELING POOL FINITE ELEMENT MODEL- PLAN VIEWS
TIE BEAM-------~.....,. TIE
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PLAN FROM EL. 2000'*o** PLAN AT EL.2025'-o*' Rev. OL-0 TO EL.2025-0 6/86 CALLAWAY PLANT FIGURE 3.8-79 SECONDARY SHIELD WALL EAST SIDE FINITE ELEMENT MODEL- PLAN VIEWS
' II 78*0 TIE BEAM--............r
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PLAN FROM EL.2025'-o** Rev. Ol-0 TO EL.2047'-6* 6/86 CALLAWAY PLANT FIGURE 3.8-80 REACTOR BUILDING SECONDARY SHIELD WALL FINITE ELEMENT MODEL- PLAN VIEW
EL .2047-6 1-i 1-t **
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El 2047:6 l
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114 go"
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Rev. OL-0 FIXITY 6/86 CALLAWAY PLANT FIGURE 3.8-83 ELEVATION REACTOR CAVITY REACTOR CAVITY FINITE ELEMENT MODEL
EMERGENCY FUEL OIL STORAGE TANKS
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{_ ___[] ______ __y AUXILIARY BUILDING REFUELING WATER ---etot STORAGE TANK FUEL REACTOR SUI LDING + BUILDING Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.8-84 GENERAL ARRANGEMENT OF STANDARD PLANT CATEGORYISTRUCTURES
3"r COMPRESSIBLE 1 MATERIAL TYPICAL ISOLATION JOINT BELOW GRADE _, 3 1- AIR GAP TYPICAL ISOLATION JOINT ABOVE GRADE
. *. * <t . . -. .., . .
'0' .
- Rev. OL-0 6/86
'----WATERSTOP CALLAWAY PLANT FIGURE 3.8-85 TYPICAL ISOLATION JOINT@ ROOF SLAB TYPICAL ISOLATION JOINTS AND EXTERIOR WALLS BETWEEN BUILDINGS
FSAR Figure 3.8-86 is withheld per RIS 2015-17 CALLAWAY PLANT FIGURE 3.8-86 AUXILIARY BUILDING PLAN-ELEV. 1974'-0" FSAR Figure 3.8-86 is withheld per RIS 2015-17 REV. 1 10/08
FSAR Figure 3.8-87 is withheld per RIS 2015-17 Rev. Ol-0 6/86 CALLAWAY PLANT FIGURE 3.8-87 AUXILIARY BUILDING PLAN-ELEV. 1988'-0" AND 1989'-6" FSAR Figure 3.8-87 is withheld per RIS 2015-17
FSAR Figure 3.8-88 is withheld perRIS 2015-17 Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.8-88 FSAR Figure 3.8-88 is withheld per RIS 2015-17 AUXILIARY BUILDING PLAN-ELEV. 2000'-0"
FSAR Figure 3.8-89 is withheld perRIS 2015-17 Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.8-89 AUXILIARY BUILDING PLAN-ELEV. 2026'-0" FSAR Figure 3.8-89 is withheld per RIS 2015-17
FSAR Figure 3.8-90 is withheld per RIS 2015-17 REV. OL-10 11/98 CALLAWAY PLANT FIGURE 3.8-90 AUXILIARY BUILDING PLAN-
- ELEV. 2047'-6" FSAR Figure 3.8-90 is withheld per RIS 2015-17
FSAR Figure 3.8-91 is withhe ld perRI S 2015-1 7 REV. OL-10 11/98 FSAR Figure 3.8-91 is withhe ld per RIS 2015-1 7 ~-----c_A_LL_A_W_A_Y_PL_A_N_T_ _~ FIGURE 3.8*91 AUXILIAR Y BUILDING PLAN-NORTH-SOUTH CROSS SECTION
FSAR Figure 3.8- 92 is wit hhe ld per RIS 201 5-1 7 REV. OL-10 11/98 CAL LAW AY PLA NT FIGURE 3.8-92 AUXI UARY BUILDING PLA N-. EAST-WEST CROSS SECT ION FSAR Figure 3*.8-92 is wit hhe ld per RIS 201 5-1 7
FSAR Figure 3.8-93 is withhe ld per RIS 2015-1 7 REV OL-8 11/95 CALLAW AY PLAI\It FIGURE 3.8-93 AUXILIARY BUILDING PLAN-EAST-WES T CROSS SECTION FSAR Figure 3.8-93 is withhe ld per RIS 2015-1 7
FSAR Figure 3.8-94 is withheld perRIS 2015-17 REVOL-11 5100 CALLAWAY PLANT FIGURE 3.8-94 FSAR Figure 3.8-94 is withheld perRIS 2015-17 FUEL BUILDING PLAN - ELEV. 2000'~0" (UN)
FSAR Figure 3.8-95 is withheld per RIS 2015-17 REV OL-11 5/00 CALLAWAY PLANT FIGURE 3.8-95 FSAR Figure 3.8-95 is withheld perRIS 2015-17 1 FUEL BUILDING PLAN-ELEV. 2026'-0" (UN)
~
FSAR Figure 3.8-96 is withheld perRIS 2015-17 Rev. Ol-0 6/86 CALLAWAY PLANT FIGURE 3.8-96 FSAR Figure 3.8-96 is withheld perRIS 2015-17 FUEL BUILDING PLAN-ELEV. 2047'-6"
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 3.8-97 is withheld perRIS 2015-17
FSAR Figure 3.8-98 is withheld perRIS 2015-17 REV. OL -1 11/16 CALLAWAY PLANT FIGURE 3.8-98 FUEL BUILDING EAST-WEST CROSS SECTION FSAR Figure 3.8-98 is withheld perRIS 2015-17
FSAR Figure 3.8-99 is withheld per RIS 2015-17 REV OL-12 11/01 CALLAWAY PLANT FIGURE 3.8-99 FSAR Figure 3.8-99 is withheld perRIS 2015-17 CONTROL BtnLDING PLAN ELEV. 1974-o" AND 1984-o"
FSAR Figure 3.8-100 is withheld perRIS 2015-17 Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.8-100 FSAR Figure 3.8-100 is withheld per RIS 2015-17 CONTROL BUILDING PLAN-ELEV. 2000'-0" AND 2016'-0"
FSAR Figure 3.8-101 is withheld perRIS 2015-17 Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.8-101 CONTROL BUILDING PLAN-ELEV. 2032'-0" FSAR Figure 3.8-101 is withheld perRIS 2015-17
FSAR Figure 3.8-102 is withheld perRIS 2015-17 Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.8-102 FSAR Figure 3.8-102 is withheld perRIS 2015-17 CONTROL BUILDING PLAN - ELEV. 2047'-6" AND 2073'-6"
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 3.8-103 is withheld perRIS 2015-17
FSAR Figure 3.8-104 is withheld perRIS 2015-17 REV OL-12 11/01 CALLAWAY PLANT FIGURE 3.8-1 04 CONTROL BUILDING. EAST-WEST CROSS SECTION FSAR Figure 3.8-104 is withheld per RIS 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 FSAR Figure 3.8-105 is withheld perRIS 2015-17 ELEV. 2000* -on
FSAR Figure 3.8-106 is withheld perRIS 2015-17 REV. OL-15 5/06 CALLAWAY PLANT FIGURE 3.8 -106 FSAR Figure 3.8-106 is withheld per RIS 2015-17 DIESEL GENERATOR BUILDJNG PLAN ELEV. 2019 1 - 311 AND 2032'- 011
FSAR Figure 3.8-107 is withheld perRIS 2015-17 REV. OL-10 11/98
- CALLAWAY PLANT FIGURE 3.8-107 FSAR Figure 3.8-107 is withheld perRIS 2015-17 DIESEL-GENERATOR BUILDING PLAN-ELEV. 2047'-2"
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 3.8-108 is withheld perRIS 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 D~LG~lDRBuaD~G NORTH- SOUTII CROSS SECTION FSAR Figure 3.8-109 is withheld per RIS 2015-17
11 1 EXP. JOHJI
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_JI n
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~
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OVERFLOW AND RECIRCULATION
<i ACCESS VAULT CONNECTION (TYP)
Fl LL ( TYP) TANK VENT (TYP)-.,.. q_ FUEL OIL
~-ACCESS VAULT (TYP)
TANKS (TYP) I I I I L_ __ j SAMPLING SUMP ( TYP) _ __. ,_____ _ SAMPLING LINE AND REMOVABLE MISSILE SHIELD PLUG (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----.
' b ..
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Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.8~123 DIESEL~GENERATOR BUILDING FOUNDATION PLAN
FSAR Figure 3.8-124 is withheld perRIS 2015-17 Rev. Ol-0 6/86 CALLAW AY PLANT FIGURE 3.8-124 RADWASTE BUILDING AND TUNNEL-PLAN EL. 1974'-0" & EL. 1976;-0" FSAR Figure 3.8-124 is withheld perRIS 2015-17
FSAR Figure 3.8-125 withheld perRIS 2015-17 Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.8-125 RADWASTE BUILDING-PLAN EL. 2000'-0" FSAR Figure 3.8-125 withheld perRIS 2015-17
FSAR Figure 3.8-126 withheld perRIS 2015-17 Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.8-126 RADWASTE BUILDING - PLAN EL. 2022'-0" FSAR Figure 3.8-126 withheld perRIS 2015-17
FSAR Figure 3.8-127 withheld perRIS 2015-17 Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.8-127 RADWASTE BUILDING-EL. 2031'-6" FSAR Figure 3.8-127 withheld perRIS 2015-17
FSAR Figure 3.8-129 withheld per RIS 2015-17 Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 3.8-129 RADWASTE BUILDING-SECTION FSAR Figure 3.8-129 withheld per RIS 2015-17
FSAR Fig ure 3.8-130 wit hhe ld per RIS 2015-17 Rev. OL-0 6/86 CA LLA WA Y PLA NT FSAR Fig ure 3.8-130 wit hhe ld per RIS 2015-17 FIGURE 3.8-130 RADWASTE BUIL DING - SECTION}}