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NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-291. 1 * ,, 2 -/ 1 1 -3 l ;~ "t.tNER Ii. TYP MAIN STEAM LINE PIPE WHIP BUMPER ANCHORED TO DRYWELL WALL LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT TYPICAL PIPE WHIP RESTRAINT DETAILS (SHEET 1 OF 16) FIGURE 3.6*1
NOTE: This UFSAR figure is provided to delineate the primary (typical) structural cor:ic:epts, arrangements, and elements relied upon to perfonn the sa.fety related func::tions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-292. I~l'-21*1,J
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NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-938. o' SYM A8 T 1
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FIGURE 3.6-1
NOTE: This UFSAR figure is provided to delinea~ the primary (typical) structural concepts, arrangements, and elements relied u~n to P~~form the safety related functions of the subject structures. For detail design features, dimensions, and as-bu11t condition of the structures, see design drawing number(s): 8031-C-938. SYMABT Fl Ix 15 11
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NOTE: This UFSAR figure Js provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built concltion of the structures, see design drawing number(s): 8031-C-291. J!..(,"
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NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-291. BAH 8~2x o!.9h,'1 BAR 4x 2~0!-8' rYP 1 r+ ~/_1 --'-f~"--~Fi_O_R~P._:_'R-=---5-~-!~:....=5=-=-7 C -- I
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NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-938. SYM. AB'r. l 24¢FW
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FIGURE 3.6-1
NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-938. I PIPE f BcAM
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FIGURE 3.6*1
NOTE: This UFSAR figure is provided to delineare the primary (typical) structural concepts, arrangements, and elements relied IJ!)On to perform the safety related functions of !he subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-289.
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NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-940
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NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-289. v 't p ... I>
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NOTE: This UFSAR figure is provided to delineate the primary (typical) structural cor:icepts, arrangements, and elements relied upon to perform the safety related fun?tiOns of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-940. I {BM@ ft I
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F.R SECTION PLAN LIMERICK GENERATING STATION UNITS 1AND2 RHR SHUTDOWN COOLING RETURN LINE PIPE WHIP RESTRAINT ANCHORED TO DRYWELL WALL UPDATED FINAL SAFETY ANALYSIS REPORT NOTE: TYPICAL PIPE WNIP RISfRAINT This UFSAR figure is provided to delineate lhe primary (typical) structural concepts, arrangements, and elements relied upon to DETAILS perform lhe safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-291. (SHEET 13 OF 16) FIGURE U-1
NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-295. ct
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NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-9n. _.--_ff!. '2 EA. SIDE
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111 MIN., CLE ARA JJCE BET. JN~ULATION 6' R~STRAINT. fl.. 114 w4 RADIUS * '3 1 yp LIMERICK GENERATING STATION RWCU LINE PIPE WHIP RESTRAINT UNITS 1AND2 CONNECTED TO STRUCTURAL STEEL IN DRYWELL UPDATED FINAL SAFETY ANALYSIS REPORT NOTE: TYPICAL PIPE WHIP RESTRAINT This UFSAR figure is provided to delineate the primary (typical) structural concepts, DETAILS arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built (SHEET 16 OF 16) condition of the structures, see design drawing number(s): 8031-C-977. FIGURE 3.~1
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CAIL.!llAPI RESTPIAINT FPIAME (1) L.01d Appli*d P1rp1ndiculnr to P111tr1int 11111 Ag11in1t Cabl11 CAIL.II/IA"' PIESTPIAINT FPIAME
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- 1. CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.6-2.
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS TERMINAL END BREAK INTERMEDIATE BREAK
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LIMERICK GENERATING STATION 14-UNITS 1 AND 2 I UPDATED FINAL SAFETY ANALYSIS REPORT
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- TERMINAL ENO DEAK
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- 1. CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.6*2
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
TERMINAL END BREAK INTERMEDIATE BREAK
© CIRCUMFERENTIAL BREAK
©- LONGITUDINAL BREAK
- 3. STRUCTURES AND DEVICES THAT ACT AS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG*
NATED BY THE FOLLOWING SYMBOLS: T PIPE WHIP RESTRAINT
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- 4. INTERMEDIATE BREAKS ARE ELIMINATED FOR LIMERICK UNIT 2 (SEE TABLE 3.6-2
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REFERENCE
- 1. G.E. DRAWING NO. 112D3727 REV. 0 1
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(SHEET 3 OF 4) FIGURE3.M
NOTES
- 1. CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.6-2
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
- TERMINAL END BREAK
- INTERMEDIATE BREAK
©- CIRCUMFERENTIAL BREAK
©- LONGITUDINAL BREAK
- 3. STRUCTURES AND DEVICES THAT ACT AS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG-NATED BY THE FOLLOWING SYMBOLS:
T- PIPE WHIP RESTRAINT
-t - BUMPER-TYPE RESTRAINT
£ - ANCHOR 1 --
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- 4. INTERMEDIATE BREAKS ARE ELIMINATED FOR LIMERICK UNIT 2 (SEE TABLE 3.6-2 FOR LOCATIONS)
/ 1 I REFERENCE
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LIMERICK GENEMTINo STATION UlllTl 1 MD 1* UPDATED FINAL SAFETY ANALYSIS REPORT REACTOR RECIRCULATION RECIRCULATION SYSTEM ISOMETRIC LOOP A ___ JUMtT2} ___ _ (SHEET 4 OF 4) . FIGUAE3.M
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MAIN STEAM PIPING RESTRAINTS This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to INSIDE MAIN STEAM TUNNEL perform th& safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-835. FIGURE 3~7
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~PR-I NOTES
- 1. CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE AR£ LISTED IN TABLE 3.6-4.
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
TERMINAL END BREAK
- INTERMEDIATE BREAK
©- CIRCUMFERENTIAL BREAK
©- LONGITUDINAL BREAK
- 3. STRUCTURES AND DEVICES THAT ACT AS PtESTfUCTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG*
NAT&D IY THE FOLLOWING SYMBOLS:
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- ANCHOR I
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LIMERICK GENERATING STATION UNITl 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT MAIN STEAM LINE A MAIN STEAM PIPING ISOMETRIC (PORTION INSIDE PRIMARY CONTAINMENT) (UNIT1 ONLY) (SHEET 1 OF 8) FIGURE 3.6-8
y NOTES
- 1. CALCULATED STRESSES FOR THE NOOE POINTS SHOWN IN THIS FIGURE ARE LtSTED IN TABLE 3.6-4.
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
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- TERMINAL ENO BREAK l..Sl
';!- - INTERMEDIATE BREAK
©- CIRCUMFERENTIAL BREAK
©- LONGITUDINAL BREAK
- 3. STRUCTURES ANO DEVICES THAT ACT /-S RESTRICTIONS TO PtPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG*
NATED BY THE FOLLOWING SYM90LS:
+-
-t PIPE WHIP RESTRAINT BUMPER-TYPE RESTRAINT
- ANCHOR
~>
//
,;;1'4'(//
/ i-*'"
///
LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT MAIN STEAtv1 LINE B MAIN STEAM PIPING ISOMETRIC (PORTION INSIDE PRIMARY CONTAINMENT) (UNIT 1 ONLY) (SHEET 2 OF 8) FIGURE 3.6*8
NOTU
- 1. CALCULATED STRESSES FOR THE NOOE '°INTS SHOWN IN THIS FIGURE AftE LISTED IN TABLE 3.8-4.
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
- TERMINAL END BREAK
- INTERMEDIATE BREAK
©- CIRCUMFERENTIAL BREAK
©- LONGITUDINAL BREAK
- 3. STRUCTURES AND DEVICES THAT ACT AS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG-
+-
NATED IV THE FOLLOWING SYMBOLS: PIPE WHIP RESTRAINT
-I - BUMPER-TYPE RESTRAINT
,& - ANCHOR LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT MAIN STEAM PIPING ISOMETRIC MAIN STEAM LI NE C (PORTION INSIDE PRIMARY CONTAINMENT)
(UNIT 1 ONLY) (SHEET 3 OF 8) FIGURE 3.6-8
y ~A,
. z NOTES CAL CULATED STRESSN ES TS SHOW FOR THE IN THIS FIGURE
- 1. NODE POIN IN TABLE 3.6-4 ARE LISTED SARE USED THE FOLLO~l~REAK LOCATION :
G SYMBOL S
- 2. TO INDICAT LEND BREAK TE -
TERM I NA AK
~ EDIATE BRE
~
INTERM K
- CIRCU MFERENTIAL BREA
©- LONGITUDINAL BREAK AS
(;"\ - THAT ACT
\!:./
RESTRlci;:g~ BREA~GASYMBOLS: AND DEVICES MENT STRUCTURES S TO PIPE MOVERE DESIG-
- 3. PIPE FOLLOWIY THE FOLLOWI
..r.
NATED B PIPEW HIP RESTRAINT T -
-I B UMPER-TYPE RESTRAINT ANCHOR*
A
,<7)- IO I
----.. - ----~:::RA;:T;:;;ING RICK GENE STATION LIME UNITS 1 & 2 SIS REPORT UPDATED FINAL SAFE TY ANALY SO METRIC MAIN STE AM LINE D MAIN STEAM (PORTION PIPING I CONTAINMENT)
E PRIMARY INSl~UNIT 1 ON._.L_Y_)_ _ _ _ _ =- I Sht. 4 of 8
y NOTES
- 1. CALCULATED STRESSES FOR THE*
NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.6-4
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
@ TERMINAL END BREAK
- INTERMEDIATE BREAK
©- CIRCUMFERENTIAL BREAK
©- LONGITUDINAL BREAK
- 3. STRUCTURES AND DEVICES THAT ACT AS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG-NATED BY THE FOLLOWING SYMBOLS:
f - PIPE WHIP RESTRAINT
-I - BUMPER-TYPE RESTRAINT A ANCHOR
- 4. INTERMEDIATE BREAKS ARE ELIMINATED FOR LIMERICK UNIT 2 (SEE TABLE 3.6-4 FOR LOCATIONS)
REFERENCE
- 1. MAIN STEAM PWR (BY OTHERS)
LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT MAIN STEAM PIPING ISOMETRIC (PORTION INSIDE PRIMARY CONTAINMENT) MAIN STEAM LINE A (UN_IT~ (SHEET 5 OF 8) FIGUREU-8
y l( t
- ~z 0
NOTES
- 1. CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.6-4
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
- TERMINAL END BREAK
- INTERMEDIATE BREAK
© CIRCUMFERENTIAL BREAK
©- LONGITUDINAL BREAK
- 3. STRUCTURES AND DEVICES THAT ACT AS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG-NATED BY THE FOLLOWING SYMBOLS:
T- PIPE WHIP RESTRAINT
-I - BUMPER-TYPE RESTRAINT A - ANCHOR
- 4. INTERMEDIATE BREAKS ARE ELIMINATED FOR LIMERICK UNIT 2 (SEE TABLE 3.6-4 FOR LOCATIONS)
REFERENCE
- 1. MAIN STEAM PWR (BY OTHERS)
LIMERICK GENERATING STATION UNITS 1 ANO Z UPDATED FINAL SAFETY ANALYSIS REPORT MAIN STEAM LINE B ~-~**-~*,***d' (SHEET 6 OF 8) FIGURE 3.6-8
y t(' 2. NOTES
- 1. CAL CU LA TED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.6-4
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
- TERMINAL END BREAK
- INTERMEDIATE BREAK
©- CIRCUMFERENTIAL BREAK 0 - LONGITUDINAL BREAK
- 3. STRUCTURES AND DEVICES THAT ACT AS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG-NATED BY THE FOLLOWING SYMBOLS:
~ - PIPE WHIP RESTRAINT
... BUMPER-TYPE RESTRAINT A ANCHOR*
- 4. INTERMEDIATE BREAKS ARE ELIMINATED FOR LIMERICK UNIT 2 (SEE TABLE 3.6-4 FOR LOCATIONS)
REFERENCE
- 1. MAIN STEAM PWR (BY OTHERS)
LIMERICK GENERATING STATION UNITS 1 &2 UPDATED FINAL SAFETY ANALYSIS REPORT MAIN STEAM LI NE C MAIN STEAM PIPING ISOMETRIC (PORTION INSIDE PRIMARY CONTAINMENT) (UNIT 2 ONLY) Figure 3.6-8 Sht. 7 of 8 Rev. 10 10/00
) y le: z NOTES
- 1. CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.64
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
- TERMINAL END BREAK
- INTERMEDIATE BREAK
©- CIRCUMFERENTIAL BREAK
©- LONGITUDINAL BREAK
- 3. STRUCTURES AND DEVICES THAT ACT AS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG-NATED BY THE FOLLOWING SYMBOLS:
if - PIPE WHIP RESTRAINT
-I - BUMPER-TYPE RESTRAINT
.. ANCHOR
- 4. INTERMEDIATE BREAKS ARE ELIMINATED FOR LIMERICK UNIT 2 (SEE TABLE 3.6-4 FOR LOCATIONS) -
REFERENCE
- 1. MAIN STEAM PWR (BY OTHERS)
LIMERICK GENERATING STATION UNITS 1 & 2 UPDATED FINAL SAFETY ANALYSIS REPORT I~ MAIN STEAM LINE 0 MAIN STEAM PIPING ISOMETRIC (PORTION INSIDE PRIMARY CONTAINMENT) (UNIT 2 ONLY) Figure 3.6-8 Sht. 8 of 8 Rev. 10 10/00
- 1. 1'NE FOLLOWING SYMBOLS ARE USED TO. INDICATE BREAK LOCATIONS:
@ TERMJNAL END BREAK @l INTERMEDtATE IREAK © - CIRCUMFERENTIAL BREAK © - LONGITUDINAL BREAK
- 2. rrtlUCtURE$ AND DEVICES THAT ACf M lllHTRICTIOHS TO PU>>E MOVEMENT FOLLOWING A PtPE BREAK ARE DUIG-NATEO BY THE FOLLOWING SYMBOLS; t PIPE WHW AESTAAfNT
-1 BUMPER*TYPE RESTRAINT A AN CHO.ft
- 3. INTERMEDIATE BREAK LOCATIONS.
DOWNSTREAM OF THE TERMJNAl.. &NO 411£ LOCATIONS OF POTENTIAL HIGH STRESS IN ACCORDANCE WITH . SECTIC>fll 3.8.2.1.1.4.
- 4. THE ROUTING OF HlGH-EN£l'GY MAIN STEAM PIPING CONTINUES THROUGH THE TURBINE ENCLOSURE UP TO THE HtGH*PRESSU RE TURltM AS SHOWN ON PIGU RE 3.1-5. .
LIMERICK GENERATING STATION UNITS1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT MAIN STEAM PIPING ISOMETRIC (PORTION OUTSIDE PRIMARY CONTAINMENT) (UNIT 1 ONLY) (SHEET 1 OF 4) FIGURE 3.6-9
NOTH
- 1. THE FOLLOWING SYMBOLS ARE- USED TO tNDICATE BREAK LOCATIOHS:
@ TIAMINAL ENO BREAK INTERMEDIATE 8REA.K
© CIRCUMFERENTIAL BREAK
© LONGITUDINAL BREAK
- 2. STf'UCTURES AND DEVICES TMAT ACT AS RESTRICTIONS TO PIPE MOVEMENT FOlLOWING A PIPE BREAK AM OESIG*
NATEO BY THE FOl..LOWtNG SYM80LS: PtPE WHIP RESTRAINT BUMPER-TYPE RESTRAINT ANCHOR
- 3. INTERMEDIATE BREAK LOCATIOHS DOWNSTREAM OF THE TERMINAL END ARI SELECTED AT LOCATIONS OF POTENTIAL HIGH STRESS IN ACCORDANCE WITH SECTION 3.8.2.1.1.4.
- 4. THE ROUTING Of HIGH-ENERGY MAIN e.REAK STEAM PIPING CONTINUES THROUGH e.xcwsioN THE TURBINE ENCLOSURE\UPTO THE ZONE HIGH-PRESSURE TURBINE AS SHOWN ON FIGURE 3.8-5.
LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT MAIN STEAM PIPING ISOMETRIC (PORTION OUTSIDE PRIMARY CONTAINMENT) (UNIT 1 ONLY) (SHEET 2 OF 4} FIGURE 3.6*9
NOTES
- 1. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
@ TERMINAL END BREAK @ INTERMEDIATE BREAK @ CIRCUMFERENTIAL BREAK @ LONGITUDINAL BREAK
- 2. STRUCTURES AND DEVICES THAT ACT AS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG-NATED BY THE FOLLOWING SYMBOLS.
t PIPE WHIP RESTRAINT
-I BUMPER-TYPE RESTRAINT A ANCHOR
- 3. INTERMEDIATE BREAK LOCATIONS DOWNSTREAM OF THE TERMINAL END ARE LOCATIONS OF POTENTIAL HIGH STRESS IN ACCORDANCE WITH SECTION 3.6.2.1.1.4.
- 4. THE ROUTING OF HIGH-ENERGY MAIN STEAM PIPING CONTINUES THROUGH THE TURBINE ENCLOSURE UP TO THE HIGH-PRESSURE TURBINE AS SHOWN ON FIGURE 3.6-5.
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT MAIN STEAM PIPING ISOMETRIC (PORTION OUTSIDE PRIMARY CONTAINMENT) (UNIT2) (SHEET 3 OF 4) FIGURE 3.6-9
NOTES
- 1. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
@ TERMINAL END BREAK INTERMEDIATE BREAK © CIRCUMFERENTIAL BREAK © LONGITUDINAL BREAK
- 2. STRUCTURES AND DEVICES THAT ACT AS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG-NATED BY THE FOLLOWING SYMBOLS:
t PIPE WHIP RESTRAINT
.... - BUMPER-TYPE RESTRAINT A ANCHOR
- 3. INTERMEDIATE BREAK LOCATIONS DOWNSTREAM OF THE TERMINAL END ARE SELECTED AT LOCATIONS OF POTENTIAL HIGH STRESS IN ACCORDANCE WITH SECTION 3.6.2.1.1.4.
- 4. THE ROUTING OF HIGH-ENERGY MAIN STEAM PIPING CONTINUES TH ROUGH THE TURBINE ENCLOSURE ,UP TO THE HIGH-PRESSURE TURBINE AS SHOWN ON FIGURE 3.6-5.
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT MAIN STEAM PIPING ISOMETRIC (PORTION OUTSIDE PRIMARY CONTAINMENT) (UNIT2J (SHEET 4 OF 4) FIGURE 3.6-9
CREDIT IS TAKEN FOR REDUCTION OF DISCHARGE DUE TO CLOSING VALVES ONLY AFTER 6 SECONDS HAVE ELAPSED STEAM*WATER MIXTURE (7.5% QUALITY) 20,000 l"""'"IP--- LEVEL SWELL INSIDE REACTOR VESSEL REACHES STEAM LINE NOZZLES u w Ill ~16,000
- i.:
w II: IZI
- r
~
- i 0
II:
- r
~
- po.coo STEAM ONLY 0
~ z 0 0 ...0u w ~ ~ 5,000 0 2 3 4 5 TIME AFTER BREAK (SECONDS)
~~~~~~~~~~~~~"""'1 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT NOTE: This figure Is based on the original power level.
Environmental conditions resulting from the break based on a power level of 3527 MWt are listed in RATE OF COOLANT LOSS FOR' Tables 3.6-7 and 3.6-9. MAIN STEAM LINE BREAK OUTSIDE PRIMARY CONTAINMENT FIGURE 3.1-10 Rev. 18 4/96 Rev.5, 09/16
MAIN STEAM TUNNEL 0 EL. 253 V= 33.000 FT3 r-------.. A= 383 382 FT2 C= 0.885 0.88 186 FT2 A= 184 C= 0.655 0.65 BOP c O. 5 PSIO MAIN STEAM TUNNEL VENTING STACK
© <LOWER REGION>
a.293.5 -~ v= 2 ...1ao f l A= 318 FT2 MAIN CONDENSER AREA C= 0.94 0.93 BOP D 0.5 PSID © 6 EL. 200 V= 800,000 FT3 1* MAIN STEAM TUt-.tEL A= 1710 1,581 FT2 VENTING STACK C= 0.75 0.84
<MID-REGION>
- a. 332-366 V= 10,570 10.600 FTJ ,,
A= 325 C= 0.945 0.71 Fr2 © 7 STEAM VENTING PLENUM
*17.0oO Ft3 V= 46,200 MAIN STEAM TUNNEL VENTING STACK 0 <UPPER REGION>
a.366-ABO~ v= 241.580 f l A= 1325 1,305 FT2 C= 0.675 0.66 BOP c 0.5 Psm A= 477 536 n2 C= 0.71
- ~
...__ _ _ _ _ _-t_~ ATMOSP1£RE , . . . : - - - - - - - - - '
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED ANAL SAFETY ANALYSIS REPORT PRESSURE TEMPERATURE TRANSIENT A= VENT AREA ANALYSIS MODEL FOR MAIN STEAM LINE C= FLOW COEFFICIENT BREAK IN MAIN STEAM TUNNEL V= FREE VOLUME <UNIT I l BOP= BLOWOUT PANEL <SHEET I OF 2> FIGURE 3.6-1 Rev.Rev 18 0809/16 D/98
MAIN STEAM TUNNEL 0 a. 253 V= TO EL. 293 31,312 FT3 i------ 31,390 A= 382 FT2 A= 310 FT2 383 C=0.905 0.9 C=0.885 0.88 MAIN STEAM TUNNa MAIN STEAM TUNNEL VENTING STACK r;"\ SECURITT PLENUM
@ CLOWER REGION>
- a. 293.S TO ~a. 366 Y:J EL. 253 V= 1,690 FT3 V= 28.180 FT"'
A= 313. FT2 C=3180.93 A=184 186 FT2 BOP a 0.5 PSm C=0.695 0.65 BOP a o.s Psm . VENTING STACK MAIN CONDENSER AREA SECURITY PLENUM a.332 V= 11,054 FT3
© EL. 200 V= 800,000 FT3 A= 243 f12 A=1710 1,581 FT2 0.75 C=0.84 C=0.855 0.9
,' I*
- MAIN STEAM TUNNa VENTING STACK r:\ <UPPER REGION> /;\.STEAM VENTING PLENUM
\.:;_/ EL. 366-ABO~ \.:_/V= 46,200 47,000 FT V= 27,473 Fl A= 477 449 F12 A= 1325 1,305 n2 0.71 C= 0.70 0.66 C= 0.675 BOP a 0.5 Psm
'---------11.-' ATMOSPHERE ~~-------....1 UMStQ.DGlll LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT PRESSURE TEMPERATURE TRANSIENT A=-VENT AREA ANALYSIS MODEL FOR MAIN STEAM LINE C= FLOW COEFFICIENT BREAK IN MAIN STEAM TUNNEL V= FREE VOLUME <UNIT 2>
BOP= BLOWOUT PANE. <SHEET 2 OF 2> FIGURE 3.6-1 Rev.Rev 18 0809/16 R/98
MAIN CONDENSER AREA 6 EL. 200 V = 800,000 FT3 A= 1710 1,581 FT2 c =0.84 0.75 STEAM VENTING PLENUM 7 V =46,200 47,000 FT3 A=1325 1,305 FT2 c = 0.675 0.66 BOP@0.5 PSID A= VENT AREA LIMERICK GENERATING STATION C = FLOW COEFFICIENT UNITS 1 AND2 V = FREE VOLUME UPDATED FINAL SAFETY ANALYSIS REPORT BOP= BLOWOUT PANEL PRE~RE-TEMPERATURE TRANSIENT ANALYSIS MODEL POR MAIN STEAM LINE BREAK IN TURltlN£ ENCLOIURI FIGURE 3.1-12 Rev. 18 09/16
$YM A~T .
UNIT 1 (EXCEPT AS NOTED - - - - -... -.~- ~--.-, S'(M.
~ 'Jt ."'.. ~ . '>" ... I I I I I I I
- 0 .. '
... ~.
4
* *(). 0 I
-.....------<SEE NOTE 2 I
) J
- 0. . *~*
0 .
* *o
. . . ~ .~
- c> .. ! 2-t.-J"lrr.-
w1,irlo1
., u..*.
I I
.. .. *
- 0
-----++-~'I I
I El.2' 1 2" l--~-~0.**?~~-~o~~'.f==~~9.J.L[f=!::d~r~~~~~~~t:FJ~db=:~~~~=;r~w.~'J~~~J7."°;i=~=k=::~-=r=M==k:JJJ I
. I WJ~
1----~~.~-J
.*.*. *;J. I PIPE.5 TYP.-
SEf NOTf3 I I SEE SECT. LIMERICK GENERATING STATION UNITS 1AND2 NOTE: UPDATED FINAL SAFETY ANALYSIS REPORT This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For FEEDWATER PIPING RESTRAINTS detail design features, dimensions, and as-built condition of the INSIDE MAIN STEAM TUNNEL structures, see design drawing number(s): 8031-C-836. FIGURE 1.1-13
I
/
/
/
' '\
+ + LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT (lJNIT 1)
- FEEOWATER PIPING RESTRAINTS IN TUR'"NE ENCLOQJRt
¥UNIT '2 $1MILA.R SHEET1WJ l)IJ1 OPPOSITE. HA.I-JD FIGURE 3 ...14 Rev. ;6;12/96
REINFORCING FOR UPPER CORBEL I .
. o* IS THE SAME AS FOR LOWER CORBEL 0
- 0 o " *.o; o*
*. 0 1%" STEEL PLATE 0
- SECTION A CORBELS ABOVE AND BELOW 34" FEEDWATER HEADER LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT NOTE:
This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related FEEDWATER PIPING RESTRAINTS functions of the subject structures. For detail design features, dimensions, and IN TURBINE ENCLOSURE as-built condition of the structures, see design drawing number(s): 8031-C-754. (SHEET 2 OF 3) FIGURE 3.6-14
~~.
. 0.
*:o. !~ G * * ()'. :.o.:
- J>, t>. t>
D*
. . * . /l '*." *
- D
- l)
.D' 0 .*
.* , O*
, 0 o.
p
- *,, . ~ . o*
*
- b l 34" FEEDWATER
~--~~~-11H1--~-+1-~~ HEADER (El. 287'-6")
0 . NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see c *Q ' u* 0 ** ' o: design drawing number(s): 8031-C-838. f)' ' 0 ' ' G I -1'
<.\::>., D. !;) b a I LIMERICK GENERATING STATION
-t>
. 'o (7 c: UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT 17 *~ -~--~- 0 i~ *.
"r.'n . 't>
FEEDWATER PIPING RESTRAINTS IN TURBINE ENCLOSURE SECTION B (SHEET 3 OF 3) RESTRAINT FOR 34" FEEDWATER HEADER FIGURE 3.6-14
NOTES
- 1. CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.6-8.
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
@ TERMINAL END BREAK @l INTERMEDIATE BREAK © CIRCUMFERENTIAL BREAK (9 - LONGITUDINAL BREAK
- 3. STRUCTURES ANO DEVICES THAT ACT A.S RESTRICTIONS TO PlflE MOVEMENT FOLLOWING A PIPE PJREAK ARE DESIG-NATED BY THE FOLLOWING SYMBOLS:
t
.., PIPE WHIP RESTRAINT BUMPER-TYPE RESTRAINT A ANCHOR
- 4. ~ - PIPING UPSTREAM OF VALVE 10t7 JS MODERATE-ENERGY.
- 6. FEEOWATER LOOP A JS SHOWN. THE l~EAK LOCATIONS INDICATED ARE TYPICAL FOR LOOP 8, WHICH IS AfltAANGED SYMMETRICALLY (EXCEPT THAT LOOP 8 DOES NOT HAVE A CONNECTION TO 4" DBA-112).
LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT FEEDWATER PIPING ISOMETRIC (PORTION INSIDE PRIMARY CONTAINMENT) (UNIT 1 ONLY) (SHEET 1 OF 2) FIGURE 3.6-15
NOTES
- 1. CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.6-8
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
TERMINAL END BREAK INTERMEDIATE BREAK
© CIRCUMFERENTIAL BREAK
© - LONGITUDINAL BREAK
- 3. STRUCTURES AND DEVICES THAT ACT AS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG-NATED BY THE FOLLOWING SYMBOLS:
t-I PIPE WHIP RESTRAINT BUMPER-TYPE RESTRAINT fM (PR 5~) 4.
~
ANCHOR PIPING UPSTREAM OF VALVE 1017 IS MODERATE-ENERGY.
- 5. FEEDWATER LOOP A IS SHOWN. THE BREAK lrOCATIONS INDICATED ARE TYPICAL FOR LOOP B, WHICH IS ARRANGED SYMMETRICALLY (EXCEPT THAT LOOP B DOES NOT HAVE A CONNECTION TO 4" DBA-112).
PR'5 11\J PARENTH E51S Al<E. MeAt-JT FOi< l"l!!DVllATE~ 1.00P e. LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT FEEDWATER Pf PING ISOMETRIC (PORTION INSIDE PRIMARY CONTAINMENT) (UNIT2) (IHEE"f 2 OF 2) FIGURE 3.6-15
NOTES
- 1. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
@ TERMINAL ENO BREAK
@l - INTERMED1ATE BREAK
© CIRCUMFERENTIAL ltREAK
© - LONGITUDtNAL BREAK
- 2. STRUCTURES ANO DEVICES THAT ACT AS' RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG*
NATEO av THE FOLLOWING SYMBOLS: f
~ -
PIPE WHIP RESTRAINT BUMPER-TYPE RESTRAINT
~ ANCHOR
- 3. ~ PIPING UPSTREAM OF CHECK VALVE 1058 AND DOWNSTREAM OF VALVES HV-109A AND 1098 IS MODERATE*
ENERGY
- 4. INTERMEDIATE BREAK LOCATIONS UPSTREAM 0 F THE INDICATED TERMINAL ENDS IN THE TURBINE ENCLOSURE ARE SELECTED AT LOCATIONS OF POTENTIAL HIGH STRESS IN ACCORDANCE WITH SECTION 3.8.2.1.1.4.
~
~
LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT FEEDWATER PIPING ISOMETRIC (PORTION OUTSIDE PRIMARY CONTAINMENT) (UNIT 1 ONLY) (SHEET 1 OF 2) FIGURE 3.6*16
NOTES
- 1. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
@ TERMINAL END BREAK INTERMEDIATE BREAK
© CIRCUMFERENTIAL BREAK
© LONGITUDINAL BREAK
- 2. STRUCTURES AND DEVICES THAT ACT AS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG-NATED BY THE FOLLOWING SYMBOLS:
f PIPE WHIP RESTRAINT
-t BUMPER-TYPE RESTRAINT 3.
*P> ANCHOR PIPING UPSTREAM OF CHECK VALVE 2058 AND DOWNSTREAM OF VALVES HV-209A AND 209B IS MODERATE-ENERGY
- 4. INTERMEDIATE BREAK LOCATIONS UPSTREAM 0 F THE INDICATED TERMINAL ENDS IN THE TURBINE ENCLOSURE ARE SELECTED AT LOCATIONS OF POTENTIAL HIGH STRESS IN ACCORDANCE WITH SECTION 3.6.2.1.1.4.
LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT FEEOWATER PIPING ISOMETRtC (PORTION OUTSIDE PRIMARY CQNTAINMENl) (UNIT2), * (SHEET 2 OF 2) FIGURE 3.6-16
NOTES
- 1. CALCULATED STRESSES FOR THE NOOE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.8*10.
- 2. lffE FOLLOWING SYMBOLS ARE USED T~ tNOICATE BREAK LOCATIONS:
@ TERMINAL EN'O BREAK @) INTERMEDIATE BREAK © CIRCUMFERENTIAL BftEAK © LONGITIJC:HNAL l,l!IEAK
- 3. STftUCTUffiS ANO'DEVICES bfAf ACT AS.
Hfl'ftlCTIONS TO PIPE MOVE,MENT F04.L(MING A PIPE BREAK Aff& GEllG*. NAT&b BY THE FOLLOWING SVMIOLS: t PIPE WHIP RESTRAINT .
-I BUMPER-TYPE REST AAINT
-D-{ - ANCHOR COMPEN$.ATING STRUT LIMERICK GENERATING STATION UNIT~1~Q2 - . UPDATED FINAL SAFETY ANALYSIS REPORT RWCU PUMP SUCTION PIPING ISOMETRIC (PORTION INSIDE PRIMARY CONTAINMENT) (UNIT 1 ONLY) (SHEET 1 OF 2) FIGURE 3.6-17 Rev. 11 9/02
NOTES: SPR-l 4N l~ULATEO STRESSES FOR THE NOOE
- POINTS SHOWN IN THIS FIGURE ARE LISTED JN TABLE 3.6-10
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
~ - TERMINAL ENO BREAK
~ - INTERMEDIATE BREAK CS) _CIRCUMFERENTIAL BREAK
~ - LONGITUDINAL BREAK 3 STRUCTURES ANO DEVICES THAT ACT AS RESTRICTIONS
- TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIGNATED BY THE FOLLOWING SYMBOLS:
-:r- - PIPE WHJP RESTRAINT
~ - BUMPER-TYPE RESTRAINT A - ANCHOR
~ - COMPENSATING STRUT LIMERICK GENERATING STATION UNITS 1 AND_2_ __ ___
.UPDATED FlNAL-SAFETY ANALYSIS REPORT RWCU PUMP SUCTION PIPING ISOMETRIC (PORTION INSIDE PRIMARY CONTAINMENT)
(ll-41T~ (SHEET 2 OF 2) FIGURE 3.8-17 Rev. 11 9/02 '
NOTH
- 1. THI FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
@ TERMINAL ENO BREAK
@l - INTERMEDIATE BREAK
© - CIRCUMFERENTIAL BREAK
© - LONGITUDINAL BREAK
- 2. STRUCTURES ANO DEVICES THAT ACT AS MITRICTIONS TO Pll11E MOVEMENT FOLL.OWING A PIPE BREAK ARE DESIG*
NATIO IV THE FOLLOWING SYMBOLS: t PIPE WHIP RESTRAINT
-f - BUMPER-TYPE RESTRAINT A ANCHOR 3.
rIii> _ PJPING UPSTREAM OF VALVE HV*1F013 IS MODERATE-ENERGY.
- 4. INTPMIOIATE BREAK LOCATIONS JN THI Kl4H-ENERGY Pf PING SHOWN ARE SILICTED AT LOCATIONS OF POTENTIAL HfGH STRESS IN ACCORDANCE WITH SE<:T'l()ft 3.8.2.1.1.4, LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT RWCU RETURN PIPING ISOMETRIC (PORTION INSIDE MAIN STEAM TUNNEL)
(UNIT 1 ONLY) (SHEET 1 OF 4) FIGURE 3.6* 18
NOTH 1, THE FOLLOWING SYMIOLS ARE USEO TO tNOICATE BREAK LOCATIONS:
@ TERMfNAL ENO BREAK INTERMEDIATE BREAK @ CIACOMFER&NTIAL BREAK © LONGITUDINAL PEAK
- 2. IT"VCTURES ANO DEVICES THAT ACT Al MSTRtCTIONS TO PIPE MOVEMENT A>l.LOWING A PIPE BREAK ARE OESKi*
NA'ft<> BY THE FOLLOWING SYMBOLS: f PIPE WHIP RESTRAINT
.... BUMPER-TYPE RESTRAINT 3. ~
ANCHOR PIPING IN80ARO Of VALVE t019 IS MODERATE-ENERGY.
- 4. WTIAMEDIAT£ BREAK LOCATIONS IN THE HtGH*ENERGY Pf"NG SHOWN ARE SELECTED AT LOCATIONS OF POTENTIAL HIGH STRESS IN ACCORDANCE WITH
~(:'T'l()t4 3~8.2.1.1.4.
LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT RWCU RETURN PIPING ISOMETRIC (PORTION INSIDE MAIN STEAM TUNNEL) (UNIT 1 ONLY) (SHEET 2 OF 4) FIGURE 3.6-18
NOTES: I. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
~ - TERMINAL END BREAK
~ - INTERMEDIATE BREAK
~ - CIRCUMFERENTIAL BREAK
~ - LONGITUDINAL BREAK
- 2. STRUCTURES AND DEVICES THAT ACT AS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG-4' ,3' NATED BY THE FOLLOWING SYMBOLS:
,/*
I
-:r- - PIPE WHIP RESTRAINT
---f - BUMPER-TYPE RESTRAINT
- ANCHOR
~ - COMPENSATING STRUT
- 3. fM'> - PIPING UPSTREAM OF VALVE
[" HV-2FOJ3 IS MODERATE ENERGY.
- 4. INTERMEDIATE BREAK LOCATIONS IN THE HIGH-ENERGY PIPING SHOWN ARE SELECTED AT LOCATIONS OF POTENTIAL HIGH STRESS IN ACCORDANCE WITH SECTION 3. 6. 2. I. 1. 4.
LIMERICK GENERATING STATION UNITS 1 AN_~ _2_ ~ _ __ _ UPDATED FINAL SAFETY ANALYSIS REPORT RWCU RETURN PIPING ISOMETRIC (PORTION INSIDE MAIN STEAM TUNNEL) (UNIT2) (SHEET 3 OF 4) FIGURE 3.6-18
NOTES
- 1. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
@ TERMINAL END BREAK INTERMEDIATE BREAK
© CIRCUMFERENTIAL BREAK
© LONGITUDINAL BREAK
- 2. STRUCTURES AND DEVICES THAT ACT AS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG-NATED BY THE FOLLOWING SYMBOLS:
f - PIPE WHIP RESTRAINT
-I BUMPER-TYPE RESTRAINT A ANCHOR
- 3. ~ PIPING INBOARD OF VALVEt016 IS MODERATE-ENERGY.
- 4. INTERMEDIATE BREAK LOCATIONS IN THE HIGH-ENERGY PIPING SHOWN ARE SELECTED AT LOCATIONS OF POTENTIAL HIGH STRESS IN ACCORDANCE WITH SECTION 3.6.2.1.1.4.
UlllRICK GlllllRATING 8'IJmON
--~*-
UNITS 1 ANDI
-**-----*="---=-=-==----
UPDATED FINAL SAFETY ANALYSIS REPORT RWCU RETURN PIPtNQ l80METAIC (PORTION INSIDE MAIN STEAM TlH6.)'
-*-~~
(SHEET 4 OF 4} _.- * -~ FIGURE 3.6-18
NON-REGENERATIVE A= 20 FT2 C= 0.653 © HX ROOM *A* EL. 283 V= 5,000 FT 3 © STEAM VENTING PLENUM EL.293 r3 NON-REGENERATIVE A= 15 FT2 -- V= 460 F 0 HX ROOM *9* EL. 283 V= 5,000 FT 3
- C= 0.65 h
A= 18 FT2 C= 0.66
© REGENERATIVE HX ROOM EL. 283 V= 5,500 FT3 h
A= 13 FT2 RWCU PUMP ROOM *A* A= 38.4 Fr2 @ EL. 283 - C= 0.64 C= 0.66 V= 1,500 FT3 A= 13 FT2 @ RWCU PUMP ROOM EL. 283
*a* - C= 0.64 -- @ RWCU PENETRATION ROOM EL. 283 V= 1,500 FT3 V= I'1,500 FT3 A= 13 Fr2 RWCU PUMP ROOM *c*
@ EL. 283 V= 1,500 FT3 C= 0.64 A= 54 FT 2 C= 0.71 @STEAM VENTING TUNNEL A= 25 C= 0.81 Fl2 @ STEAM VENTING TUNNEL
<WEST> - CEAST>
EL.307 EL.307 V= 700 FT3 V= 1.200 FT3 A= 37 FT2 C= 0.97 BOP c 0.5 PSID A= 260 FT2 RWCU STEAM VENTING @ STACK V= 14,800 FT3 C= 1.0 r e
- - LIMS7.DGN UMERICK GENERATING STATION lNTS 1 AN> 2 UPDATED FINAL SAFETY ANALYSIS REPORT A= VENT AREA C= FLOW COEFFICIENT PRESSIJRE*T&PER4TIR: TAANSJENT V= FREE VOLUME ANALYSJS .a>EL. FUR RWal LINE 1REA1tS BOP= BLOWOUT PANEL IN RWaJ EQUIPMENT COIPARTMENTS UGT U CSIEET t DF 2 >
FIGURE 3.6-19 Rev. 3 Nov./93
,' LIMS8.DGN LDERICK GENERATING STATJON ATMOSPHERE lKTS 1 Afl) 2 tPDATED FINAL SAFETY ANALYSIS REPORT
' A= VENT AREA C= FLOW COEFFICIENT PRESSURE-TEMPERATIIE 1RANSJEHT V= FREE VOLUME ANALYSJS MODEL FDR RICU LINE 11REA1CS BOP= BLOWOUT PANEL DI RWaJ EQUJPMENT COIPAlmlENTS IUGT !> lStEET 2 OF 2 > FIGURE 3.6-19 Rev. 3 Nov./93
NOTH
- 1. C~LCULATED STRESSES FOR THE NOOE llOfflftSHOWN IN THIS FIGURE ARE o." DOA- 101 ~ L.llTIO IN TABLE 3.8-12.
( en .,, <aul"IS I
~.6*11) 2. THI f!IOLLOWING SYMBOLS ARE USED
~ lO ttfOICATE BREAK LOCATIONS:
@ TERMINAL END BREAK
@l INTERMEDIATE BREAK
© CIRCUMFERENTIAL BREAK
© LONGITUDINAL BREAK
- 3. ITtWQJ'URES ANO DEVICES THAT ICT 1"' Mlt'R1CTIONS TO PIPE MOVEMENT FOL.&,.CliWING A PIPE BREAK ARE DESIG*
ftATIO aY THE FOLLOWtNG SYMBOLS: f .. PIPE WHIP RESTRAINT
-I BUMPER-TYPE RESTRAINT f'*>
ANCHOR 4.' Pl-P1NG DOWNSTREAM OF VALVE 1 F029_1S MODE~ATE-ENERGY. LIMERICK GENERATING STATtON utflTL1 ANO 2 UPDATED FINAL SAFETY ANALYSIS REPORT REACTOR VESSEL DRAIN PIPING ISOMETRIC (UNIT 1 ONLY) * (SHEET 1 OF 4) FIGURE 3.6-20
NOTES
- 1. CALCULATED STRESSES FOR THE NOOE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.8-12.
- 2. THE FOLLOWING SYMBOLS ARE USED TO IHOICATE BREAK LOCATIONS:
@ TERMINAL ENO BREAK INTERMEDIATE BREAK
© CIRCUMFERENTIAL BREAK
© LONGITUDINAL BREAK
- 3. &TlllUCTIJRES AND DEVICES THAT ACT A$ ffilTAICT10NS TO PIPE MOVEME!NT FOLLOWING A PIPE BREAK ARE DESIG-NATED BY THE FOLLOWING SYMBOLS:
f PIPE WHIP RESTRAINT
.... BUMPER-TYPE RESTRAINT A' AN CKOR I *
~.P.EL. 24' *2 LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT REACTOR VESSEL DRAIN PIPING ISOMETRIC (UNIT 1 ONLY) (SHEET 2 OF 4) FIGURE 3.6-20
NOTES
- 1. CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.6-12.
- 2. THE FOLLOW I NG SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
TERMINAL END BREAK INTERMEDIATE BREAK
© Cl RCUM FERENTIAL BREAK LONGITUDINAL BREAK
©
- 3. STRUCTURES AND DEVICES THAT ACT fJ.S RESTRICTIONS TO PIPE MOVEMENT
,, FOLLOWING A PIPE BREAK ARE DESIG-NATED BY THE FOLLOWING SYMBOLS:
A4'*0 ,i.P*
~1-*z f PIPE WHIP RESTRAINT
-I BUMPE A-TYPE RESTRAINT A ANCHOR 4.
r> PIPING DOWNSTREAM OF VALVE 2.F029 IS MODERATE-ENERGY. LIMERICK GENERATING STATION UNITS 1AND2
~30 _ 2F032 UPDATED FINAL SAFETY ANALYSIS REPORT
-;:J**f
)CJl.. ~
REACTOR VESSEL DRAIN PIPING ISOMETRIC (UNIT2) (SHEET 3 OF 4) FIGURE 3.6-20 Rev. 14, 09/08
NOTES
- 1. CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.6-12
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
I II loJ.P.EL.fs&- 10
@ TERMINAL END BREAK INTERMEDIATE BREAK
© CIRCUMFERENTIAL BREAK
© LONGITUDINAL BREAK
- 3. STRUCTURES AND DEVICES THAT ACT AS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG-NATED BY THE FOLLOWING SYMBOLS:
f PIPE WHIP RESTRAINT BUMPER-TYPE RESTRAINT
-I
.& ANCHOR llj.P.EJ.. ~~.'49".lb r
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT REACTOR VESSEL DRAIN PIPING ISOMETRIC (UNIT2) (SHEET 4 OF 4) FIGURE 3.6-20
NOTES
- 1. CALCULATED STRESSES FOR THE NOOE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.8-13.
- 2. THE FOLLOWING SYMBOLS ARE l>SEO TO INDICATE BREAK LOCATIONS:
TE - TERMINAL ENO BREAK IB INTERMEDIATE BREAK c - CIRCUMFERENTIAL BREAK L LONGITUDINAL BREAK
- 3. STRUCTURES AND DEVICES THAT ACT Al JtESTRICTIONS TO PIPE MOVEMENT FOU.OWING A PIPE BREAK ARE DESIG*
NATID BY THE FOLLOWING SYMBOLS: f - PIPE WHIP RESTRAINT
-f BUMPER-TYPE RESTRAINT A ANCHOR COMPENSATING STRUT LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT HPCI STEAM SUPPLY PIPING ISOMETRIC (PORTION INSIDE PRIMARY CONTAINMENT)
(UNIT 1 ONLY) (SHEET 1 OF 2) FIGURE 3.6-21
~-/
I / -,
/ /I ' /
__,, '1, /
~ (J // '
~~I~ / I NOTES 4~ 1 ' I 1. CALCULATED STRESSES FOR THE NODE r1pJ~ f~.Y POINTS SHOWN IN THIS FIGURE ARE C TE LISTED IN TABLE 3.6-13.
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
@ TERMINAL END BREAK
@ INTERMEDIATE BREAK
© - CIRCUMFERENTIAL BREAK
© LONGITUDINAL BREAK
- 3. STRUCTURES AND DEVICES THAT ACT AS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG-NATED BY THE FOLLOWING SYMBOLS:
f PIPE WHIP RESTRAINT
.... BUMPER-TYPE RESTRAINT A ANCHOR
-£)--{ - COMPENSATING STRUT LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT HPCI STEAM SUPPLY PIPING ISOMETRIC (PORTION INSIDE PRIMARY CONTAINMENl)
(UNIT2) (SHEET 2 OF 2) FIGURE 3.6-21
y .A. NOTES:
- 1. CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE J.8*14.
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
@-TERMINAL END BREAK
@-INTERMEDIATE BREAK
©-CIRCUMFERENTIAL BREAK
©-LONGITUDINAL BREAK
- 3. STRUCTURES AND DEVICES THAT ACT AS RESTftlCTIONS TO PIPE MOVEMENT FOLLOW-ING A PIPE BREAK ARE DESIGNATED BY THE FOLLOWING SYMBOLS:
+- PIPE WHIP RESTRAINT
-f - BUMPER-TYPE RESTRAINT A -ANCHOR
- 4. f'>- PIPING DOWNSTREAM OF VALVES HV-1F062A AND HV-1F052B IS MODERATE*
ENERGY.
- 5. INTERMEDIATE BREAK LOCATIONS DOWN*
STREAM OF NOOE POINT 86 ARE SELECTED AT LOCATIONS OF POTENTIAL HIGH STRESS IN ACCORDANCE WITH SECTION 3.6.2.1.1.-4. ta. FLOW TO "RHR ISOLA.TE..D "BY BLA..NK. PL,A.,.IS. LIMERICK GENERATINO STATION UNITS 1 AllO 2 UPDATED FINAL SAFETY ANALYSIS REPORT HPCI STEAM SUPPLY Pl~NG ISOMETRIC (PORTION OlJTSIDE PRIMARY CONTAJNMENT) {UNIT 1 ONLY) (SHEET 1 OF 2) FIGURE 3.6-22 Rev. 6, 12/96
NOTES: i":CALCULATEO STRESSES FOR iH: IC:-:: POINTS SHOWN JN THIS FIGl.RE ~'=£ LISTED IN TABLE 3.6-J~.
- 2. THE FOLLOWING SYMBOLS ~'l! USl: -~ INDJCATE BREAK LOCATIONS:
~ - TERMINAL ENO BRE..U
-9*
*.... ~ - INTERMEDIATE BRE.V.
--.... 0 -CIRCUMFERENTIAL !flEAX 0 : LONGITUDINAL BREA.~
- 3. STRUCTURES AND OEVJC[S THAT 1:* .lS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A c:~ BREAK ARE DESIGNATED BY THE FOLLOWING S~S:
.,,..,,
- PIPE WHIP RESTRAlh-
'o.
- BUMPER-TYPE ~STRAI\-
.,.:i:
- ANCHOR
~ - COMPENSATING STl!lJT
~. fil:> - PIPING OO'INSTREA~ OF r HV-2F052A AND HV*2f052E Tr: VALVES
- s IOlERATE*E~RGY .
*o.
- 5. B'RA.NCH 'Pl?E- IS A.N It--!TE.G,RAL A.TTACHMEt-JT TO 12 EBB-208 FOR. STRUCTURAL COtJPL11'.J~
A."-10 DOE:..S I-JOT CA..Rl<Y A.NY FLOW. LIMERICK GEMEMflNQ STATION UNITS 1 AMO 2 UPDATED FINAL SAFETY ANALYSIS REPORT
.. _.Q HPCI STEAM SUPPLY PtPNl isa.tETRJC (PORTION OUTSIDE PRMARY'CONTAINMENT)
~1T2)
(SHEET 2 OF Z) FIGURE 3.6-22 Rev. 6, 12/96
HPCI PUMP ROOM EL. 177 V= 26,000 FT3
- 22 A=
A= 140 121 FT FT C= 0.77 HPCI PIPING AREA EL. 201 V= 3,370 FT 3 2 A= 127 137 FT C= 0.69 BOP G O. I PSID ISOLATION VALVE
@ COMPARTMENT EL. 217 81,100 Fi3 V= 83,800 A= 157 150 f'i2 C= 0.76 STEAM VENTING
@ TUNNEL EL. 241 4,480 Fr3 V= 4,425 A= 137 145 FT2 C= 0.67 BOP a 0.5 PSID
- ~ -
ATMOSPHERE
~
L TU<:: I ""N LIMERICK GENERATING STATJON lNTS 1 Atl> 2 LPDATED FINAL SAFETY ANALYSIS REPORT A= VENT AREA C= FLOW COEFFICIENT PRESSUIE-TDIPERATLIE TIWISIDtl' V= FREE VOLUME ANALYSJS aaJEL FDR lflCI STEAM stJlllL.Y BOP= BLOWOUT PANEL Ut£ llREAl DI tPCJ COMPARlMENT uar n CSHEET , IF 2 , FIGURE 3.6-23 Rev. Rev.18 Sept./16 3 Nov.193
HPCI PUMP ROOM EL. 177 V= 26,000 Fr3 j I A= 2 A= 140 121 FT FT2 C= 0.71 HPCI PIPING AREA EL. 201 V= 3,370 FT 3 A= 2 A= 104 137 FT FT2 C= 0.69 BOP a 0.1 PSID ISOLATION VAL VE
@ COMPARTMENT EL. 217 V= 81,100 V= 83,800FT Fi3 3
A= A= 157 150 FT 2 F,.Z C= 0.76 STEAM VENTING
@ TUNNEL EL. 241 V=
V= 3,150 FT 33 4,195 FT A= 176 Fr2 C= 0.90 SECURITY PLENUM EL. 241 V= 1,320 FT3 I TM*"* ...,... A= 137 FT2 C= C= 0.69 0.89 LIMERICK GENERATING STATION
, BOP a 0.5 PSID lNTS 1 Ml) 2 e
A= VENT AREA - - LPDATED FINAL SAFETY ANALYSIS REPORT C= FLOW COEFFICIENT PRESSURE*TEll'ERATIRE TRANSJDIT V= FREE VOLUME ANALYSJS lilJDEL FOR tPCt STUM 5U'PlY BOP= BLOWOUT PANEL Ut£ llREAlt JN IPCJ COMPARnENT UGT 2) CStEET 2 DF 2 l FIGURE 3.6-23 Rev. 18 Rev. Sept./16 3 Nov./93
ISOLATION VAL VE COMPARTMENT
@ EL. 217 81,100 Fi3 V= 83,800 A= 157 150 Fr2 C= 0.76 STEAM VENTING
@ TUNNEL EL. 241 V= 4,480 4,425 Ft3 A= 137 145 FT2 C= 0.67 1I BOP Cl 0.5 PSID ATMOSPHERE LIMS3.0GN UMERICK GENERATING STATION llaTS 1 Atl) 2 A= VENT AREA LPDATED FINAL SAFETY ANALYSIS REPORT C= FLOW COEFFICIENT PRESSll£*TBoflERATURE TRANSJENT V= FREE VOLUME ANALYSIS llJOEL FDR IPCI STEAM SlJIPLY Lit£ MEAIC DI JSO.A11DN BOP= BLOWOUT PANEL VAL.YE CCIPARTMEHT CUNrT u CSIEET t 11F 2 >
FIGURE 3.6-2* Rev. 18 Rev. Sept./16 3 Nov./93
ISOLATION VAL VE
@ COMPARTMENT EL. 217 83,800 FT3 V= 81,100 A= 157 150 Fr2 C= 0.76 STEAM VENTING
@ TUNNEL EL. 241 4,195 FT 3 V= 3,150 A= 176 Fr2 C= 0.90 SECURITY PLENUM EL. 241 V= 1,320 FT 3 A= 137 Fr2 C= 0.69 0.89 BOP II 0.5 PSID I
ATMOSPHERE LIMS<l.OGN LDEUCK GENERATING STATJON OOTS 1 All> 2 A= VENT AREA lA>ATED F1NAL SAFETY ANALYSIS REPORT C= FLOW COEFFICIENT PRESSIJ£-TDHRATUE TIWISIENT ANALYSJS MODEL FDR 1PC1 S1UM S&JIPLY V= FREE VOLUME UNE IREAlt IN ISDl..ATJDN BOP= BLOWOUT PANEL VALVE a:M'MnlENT aNT Zl CSHEET Z IF Z ) FIGURE 3.6-241 Rev. 18 Rev. 3 Sept./16 Nov./93
1 n-+-.\I el. 283'-.3 1/6
\ * \_--MAIN STE'AM LINE &
NOTH
~\j 1. CALCULATED STRESSES FOR THE NOOE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.6-16.
W.P.EL. 273'-6~8"
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
- TERMINAL BREAK END INTERMEDIATE BREAK
© Cl RCUMFERENTIAL BREAK
© LONGITUDINAL BREAK
- 3. STRUCTURES ANO DEVICES THAT ACT 14 RESTRICTIONS TO PIPE MOVEMENT FOL.LOWING A PIPE BREAK ARE DESIG-NATED BY THE FOLLOWING SYMBOLS:
f PIPE WHIP RESTRAINT
-f BUMPER-TYPE RESTRAINT A ANCHOR
---D-{ - COMPENSATING STRUT LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT RCIC STEAM SUPPLY PIPING ISOMETRIC (PORTION INSIDE PRIMARY CONTAINMENT}
(UNIT 1 ONLY) (SHEET 1 OF 2) FIGURE 3.6-25
NOTES
- 1. CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.6-15
- w. P. EL. 273 '- 6 °Jll"
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
@ TERMINAL BREAK END
@l INTERMEDIATE BREAK
© CIRCUMFERENTIAL BREAK
© LONGITUDINAL BREAK
- 3. STRUCTURES AND DEVICES THAT ACT AS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG-NATED BY THE FOLLOWING SYMBOLS:
f PIPE WHIP RESTRAINT
-I BUMPER-TYPE RESTRAINT A ANCHOR
~ - COMPENSATING STRUT LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT RCIC STEAM SUPPLY PIPING ISOMETRIC (PORTION INSIDE PRIMARY CONTAINMENT)
(UNIT2) (SHEET 2 OF 2) FIGURE 3.6-25
'.()'lj, NOTES:
- 1. CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.6-16.
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
@ - TERMINAL ENO BREAK
@-INTERMEDIATE BREAK
©-CIRCUMFERENTIAL BREAK
©- LONGITUDINAL BREAK
- 3. STRUCTURES AND DEVICES THAT ACT AS RESTRICTIONS TO PIPE MOVEMENT FOLLOW-ING A PIPE BREAK ARE DESIGNATED BY THE
+-
FOLLOWING SYMBOLS: PIPE WHIP RESTRAINT
-I - BUMPER-TYPE RESTRAINT A - ANCHOR
© (i3>- PIPING DOWNSTREAM OF VALVE 4.
r HV-1 F045 IS MODERATE-ENERGY ttl.f,t°l-.
/* . I --,
LIMERICK GENERATING STATION UNITS 1 AND2
-------~---------
UPDATED FINAL SAFETY ANALYSIS REPORT RCIC STEAM SUPPLY PIPING ISOMETRIC (PORTION OUTSIDE PRIMARY CONTAINMENT) (UNIT 1 ONLY) (SHEET 1 OF 2) FIGURE 3.6-26
- 1. CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.6-16.
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
~ - TERMINAL END BREAK ~ - INTERMEDIATE BREAK ~ - CIRCUMFERENTIAL BREAK ~ - LONGITUDINAL BREAK
- 3. STRUCTURES AND DEVICES THAT ACT AS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE OESIGNATED BY THE FOLLOWING SYMBOLS:
-:r- - PIPE WHIP RESTRAINT
-- BUMPER-TYPE RESTRAINT
~ - ANCHOR
~ - COMPENSATING STRUT 4.
rfM:> - PIPING DOWNSTREAM OF THE VALVE M0-2F045 IS MODERATE ENERGY. LIMERICK GENERATING STATION UNITI 1 AND 2. UPDATED FINAL SAFETY ANALYSIS REPORT RCIC STEAM SUPPLY PIPING ISOMETRIC (PORTION OUTSIDE PRIMARY CONTAINMENT) (UNIT2) (. . EET2 OF!) FIGURE 3.848
RCIC PUMP ROOM
@ EL. 177 11,900 FT3 V= 11,700 35 FT2 A= 29.6 C= 0.71 RCIC UPPER
@ PIPE TUNNEL EL. 201 1,320 FT3 V= 1,300 A= 23 FT2 C= 0.65
, BOP o 0.1 PSID ISOLATION VALVE COMPARTMENT EL. 217 81,100 FT3 V= 83,800 A= 157 150 FT2 C= 0.76 STEAM VENTING
@ TUNNEL EL. 241 4,480 Fr3 V= 4,425 A= 137 145 Fr2 C= 0.67 BOP a 0.5 PSID e
LIMSS.DGN UMERlCK GENERATING STATION lllITS t AN> 2 IJIDATED FJNAL SAFETY ANALYSIS RE.PORT A= VENT AREA C= FLOW COEFFICIENT PRESSURE-TDPERAlUFIE '11WtSJENT V= FREE VOLUME ANALYSIS MDllEL FOR RCIC S1EAM SlJIPLY BOP= BLOWOUT PANEL LD£ IREAX IN RCIC PUMP CCIPARl'MENT
!UNIT u CSfEET t IF 2 1 FIGURE 3.6-27 Rev. 18 Rev. Sept./16 3 Nov../93
RCIC PUMP ROOM
@ EL. 171 11,900 FT3 V= 11,700 A= 35 29.6 FT2 C= 0.71
~
RCIC UPPER PIPE TUNNEL
@ EL. 201 V= 1,300 1,320 FT3 A= 23 FT2 C= 0.65
, BOP m 0.1 PSID ISOLATION VAL VE
@ COMPARTMENT EL. 217 83,800 FT3 V= 81,100 ISO f'r2 A= 157 C= 0.76 STEAM VENTING
@ TUNNEL EL. 241 V= 3,150 4,425 Fr3 A= 176 fr2 C= 0.90 SECURITY PLENUM EL. 241 V= 1,320 FT3 A= 137 FT2 0.69 C= 0.89
, BOP a 0.5 PSID
- ,... - UM!:C:._nr.N LIMERICK GENERATING STATION ATMOSPHERE llGTS 1 Atl) 2 A= VENT AREA C= FLOW COEFFICIENT U'DATED FINAL SAFETY ANALYSIS REPORT PRESSURFM'EMPERA1UlllE TRANSIEN1' V= FREE VOLUME ANALYSIS mDEL FDR RCIC S10U Slff'LY BOP= BLOWOUT PANEL I.DE: lllEAI JN ICIC PUIP CDMPAR'llBIT IUNIT 2>
ISHEET 2 l:F 2 J FIGURE 3.6*27 Rev. 3
~v. 18 Nov.1'93 Sept./16
M>TH
- 1. CALCULATED STRESSES FOR THE NODE
'°INTI SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.6-17.
- 2. THE FOLLOWING SYMBOLS ARE USED TO tNOICATE BREAK LOCATIONS:
@ TERMINAL END BREAK - INTERMEDIATE BREAK © CIRCUMFERENTIAL BREAK © - LONGITUDINAL BREAK
- 3. STMJCTURES AND DEVICES THAT ACT Al fllUTfUCTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG*
NATEO IV THE FOLLOWING SYMBOLS: f PIPE WHIP RESTRAINT
-t BUMPER-TYPE RESTRAINT
'* ~ ANCHOR PIPING OUTIOARD OF TM& Cl.OIED VALVI tlMOOEfllA"fE-ENIRGY. LIMERICK GENERATING STATION UNITS 1 AN02 UPDATED FINAL SAFETY ANALYSIS REPORT MAIN STEAM DRAINAGE PIPING i90ilE IllC (PORTION INSIDE PRIMARY CONTAINIENT) (UNIT 1 ONLY) (9fiEET 1 OF 2) FIGURE 3.6-28
NOTES
- 1. CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.6-17.
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
- TERMINAL END BREAK
- INTERMEDIATE BREAK
© CIRCUMFERENTIAL BREAK
© LONGITUDINAL BREAK
- 3. STRUCTURES AND DEVICES THAT ACT AS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG-NATED BY THE FOLLOWING SYMBOLS:
f PIPE WHIP RESTRAINT
-I BUMPER-TYPE RESTRAINT 4 *!'> ANCHOR PIPING OUTBOARD OF THE CLOSED VALVE IS MODERATE-ENER*GY.
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT MAIN STEAM DRAINAGE PIPING ISOMETRIC {PORTION INSIDE PRIMARY CONTAINMENT) (UNIT2) (SHEET 2 OF 2) FIGURE 3.6-28
INTENTIONALLY LEFT BLANK LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 3.6-29
LGS UFSAR Figure 3.6-30 Sheet 1 of 4 has been DELETED Rev. 11 9/02
NOTH
- 1. CAt.CULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.8-19.
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
- TERMINAL END BREAK
- INTERMEDIATE BREAK
©- CIRCUMFERENTIAL BREAK
©- LONGITUDINAL BREAK
~-
- 3. *PIPING DOWNSTREAM OF VALVE HV-1 F001 IS MODERATE-ENERGY.
w.P.EL.32'2'-o}'s" I I"' I 'l' DBA-100
/:J F'IG.?>.6-8 I
I LIMERICK GENERATING STATION J,1\__ MAIN STEAM UNF: C UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT RPV HEAD VENT PIPING ISOMETRIC (UNIT 1 ONLY) (SHEET 2 OF 4) FIGURE 3.6-30
NOTES
- 1. CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.6-19
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
- TERMINAL END BREAK
- INTERMEDIATE BREAK
© CIRCUMFERENTIAL BREAK
©- LONGITUDINAL BREAK P.EAC-TDfl.
q1-1* "
<tl' ~\'!.
\,
o*
/ ~
LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT RPV HEAD VENT PIPING ISOMETRIC (UNIT2) (SHEET 3 OF 4) FIGURE 3.6-30
NOTES
- 1. CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.6*19.
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
- TERMINAL END BREAK
- INTERMEDIATE BREAK
©- CIRCUMFERENTIAL BREAK
@- LONGITUDINAL BREAK
~-
- 3. PIPING DOWNSTREAM OF VALVE HV*tF001 IS MODERATE*ENERGY.
~
...15'- 4'/r*"
w.P.a* 7' I I I 'Z'DBA-zoe LIMERICK GENERATING STATION
/:J 6. ' * ' -
- UNIT81 AN02 I UPDATED FINAL SAFETY ANALYSIS REPORT I
J,1\.__ MAIN STEAM UN£ C RPV HEAD VENT PIPING ISOMETRIC (UNIT2) (SHEET 4 OF 4) FIGURE 3.8-30
y ~~ z x NOTH
- 1. CALCULATED STRESSES FOR THE t.:ooe POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.6-20.
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
- TERMINAL END BREAK
- INTERMEDIATE BREAK
©- CIRCUMFERENTIAL BREAK
©- LONGITUDINAL BREAK
~l.30 I 3. STRUCTURES ANO DEVICES THAT ACT AS 8'1 11 RESTfUCTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG-NATEO BY THE FOLLOWING SYMBOLS:
+-
PIPE WHIP RESTRAINT
-e- BUMPER-TYPE RESTRAINT
- ANCHOR 4.
~- PIPING DOWNSTREAM OF VALVE 1027 IS MODERATE-ENERGY.
_,0) (0 LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT STANDBY LIQUID CONTROL INJECTION PIPING ISOMETRIC (UNIT 1 ONLY) (SHEET 1 OF 2) FIGURE 3.6-31
y ~A z x
'i?
s
-(D ......
NOTES
- 1. CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.6-20
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
- TERMINAL END BREAK
- INTERMEDIATE BREAK
©- CIRCUMFERENTIAL BREAK
©- LONGITUDINAL BREAK
- 3. STRUCTURES AND DEVICES THAT ACT AS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG-NATED BY THE FOLLOWING SYMBOLS:
+-
PIPE WHIP RESTRAINT BUMPER-TYPE RESTRAINT A - ANCHOR 4.
~- PIPING DOWNSTREAM OF VALVE 2027 IS MODERATE-ENERGY.
LIMERICK GENERATING SW"ION UNITS 1 ANDZ UPDATED FINAL SAFETY ANALYSIS REPORT STANDBY LIQUID CONTROL INJECTION PIPING ISOMETRIC (UNrT2) (IHEET 2 OF 2} FIGUFE3.N1
NOTIS
- 1. CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LISTED JN TABLE 3.8*21.
- 2. THE FOLLOWING SYMBOLS ARE USED TO JNOtCATE.BREAK LOCATIONS:
@ TERMINAL END BREAK
@l INTERMEDIATE BREAK
© Cl RCUM FE RENT IAL BREAK
© LONGITUDINAL BREAK
- 3. STftUCTURES AND DEVICES THAT ACT Al RllT.-ICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG*
HATED IV THE FOLLOWING SYMBOLS: f PIPE WHIP RESTRAINT
-I BUMPER-TYPE RESTRAINT A ANCHOR
- 4. fY PIPING DOWNSTREAM OF VALVE HV-1f009 IS MODERATE-ENERGY.
LIMERICK GENERATING STATION UNfTS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT RHR SHUTDOWN SHUTDOWIJ COOLlfJG SUCTIOt.J Lil-IE COOLING PIPING ISOMETRIC (UNIT 1 ONLY) (SHEET 1 OF 6) FIGURE 3.6-32
y NOTES
- 1. CALCULATED STRESSES FOR THE NODE l<: , ...
2. POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.8*21. THE FOLLOWING SYMBOLS ARE USED TO INDlCATE BREAK LOCATIONS:
*
- I
(
@- TSRMINAL END BREAK INTERMEDIATE BREAK
© CIRCUMFERENTIAL BREAK
© LONGITUDINAL BREAK
- 3. STRUCTURES AND DEVICES THAT ACT
~ RESTRICTIONS TO PIPE MOVEMENT FOU.OWING A PIPE BREAK ARE DESIG*
MATEO av THE FOLLOWfNG SYMBOLS: f - PIPE WHIP RESTRAINT BUMPER-TYPE RESTRAINT 4.
~
ANCHOR PIPING UPSTREAM OF VALVE HV_-1 F060A IS MODERATE-ENERGY. LIMERICK GENERATING STATION SHUTDOWl.J COOLlf.JG RETUP-.IJ UIJE A UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT RHR SHUTDOWN COOLING PIPING ISOMETRIC (UNIT 1 ONLY) (SHEET 2 OF 6) FIGURE 3.6-32
NOTES
- 1. CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE AAE LJSTID IN TABLE 3.8-21.
- 2. TI4i FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
@ - TERMINAL END BREAK
@l INTERMEDIATE BREAK
© CIRCUMFERENTIAL BREAK
© LONGITUDINAL BREAK
- 3. STIUJCTURES AND DEVICES THAT ACT Al JltESTRICTIONS TO PIPE MOVEMENT H>LLOWING A PIPE BREAK ARE DESIG-NATED IY THE FOLLOWING SYMBOLS:
f PIPE WHIP RESTRAINT
-f - BUMPER-TYPE RESTRAINT A - ANCHOR
- 4. ~ -
PIPING UPSTREAM OF VALVE HV-1 F0508 IS MODERATE-ENERGY. 11 l'l DCA* SHUTDOWf..I COOLlf..IG F\ETLIPllJ Lil-IE B LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT RHR SHUTDOWN COOLING PIPING ISOMETRIC (UNIT 1 ONLY) (SHEET 3 OF 6) FIGURE 3.6-32
~OTES I. CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.6-21 THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
TERMINAL END BREAK INTERMEDIATE BREAK_
© Cl RCUM FERENTIAL BREAK
© LONGITUDINAL BREAK STRUCTURES AND DEVICES THAT ACT AS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG-NATED BY THE FOLLOWING SYMBOLS:
f PIPE WHIP RESTRAINT
-f BUMPER-TYPE RESTRAINT A ANCHOR r
~ _ PIPING DOWNSTREAM OF VALVE Mo-2.F009 IS MODERATE-ENERGY.
LIMERICK CllNIRA1'NI STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT RHR SHUTDOWN SHUT00Wij COOL.I~ SUCTIO~ Ll~E COOLING PfPING tSOMETRIC (UNIT2) (SHEET 4 OF 6) FIGURE 3.1-32
NOTES
- 1. CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.6-21
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
TERMINAL END BREAK
- INTERMEDIATE BREAK
© - CIRCUMFERENTIAL BREAK
© - LONGITUDINAL BREAK
- 3. STRUCTURES AND DEVICES THAT ACT AS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG-NATED BY THE FOLLOWING SYMBOLS:
f - PIPE WHIP RESTRAINT
-t - BUMPER-TYPE RESTRAINT A ANCHOR
- 4. ~ PIPING UPSTREAM OF VALVE HV-2F050A IS MODERATE-ENERGY.
l'Z. "rx;A-'20
- ~3*~~t'?"
ARC LEt.JGT H LIMERICK GENERATING STATION UNITS 1 A_ND 2 UPDATED FINAL SAFETY ANALYSIS REPORT RHR SHUTDOWN COOLING PIPING ISOMETRIC (UNIT2) SHUTDOW~ COOLUJG RETUP..i.J Ll~E A (SHEET 5 OF 6} FIGURE 3.6-32
NOTES
- 1. CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.6-21
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
TERMINAL END BREAK INTERMEDIATE BREAK
© Cl RCUM FERENTIAL BREAK
© LONGITUDINAL BREAK
- 3. STRUCTURES AND DEVICES THAT ACT AS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG-NATED BY THE FOLLOWING SYMBOLS:
f - PIPE WHIP RESTRAINT
-I - BUMPER-TYPE RESTRAINT 4.
~
ANCHOR PIPING UPSTREAM OF VALVE HV-2.FOSOB IS MODERATE*ENERGY. 11 1'7. DCA-204 LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT SHUTDOW~ COOL114G ~ETU~i.J Ll~E B RHR SHUTDOWN COOLING PIPING ISOMETRIC (UNIT2) (SHEET 6 OF 6) FIGURE 3.6-32
NOTU
- 1. CALCULATED STRESSES FOR THE NOOE l'OlfiCTS SHOWN IN THIS FIGURE ARE USTIO IN TABLE 3.8*22.
- 2. THE FOLLOWING SYMBOLS ARE USED TO IMOtCATE BREAK LOCATIONS:
@ TERMINAL ENO BREAK @) INTERMEDIATE BREAK © CIRCUMFERENTIAL BREAK © LONGITUDINAL BREAK
- 3. ITlllUCTUAES AND DEVICES THAT ACT M AHTRICTIONS TO PIPE MOVEMENT FOU.OWING A PIPE BREAK ARE DESIG-NATIO BY THE FOLLOWING SYMBOLS:
f PIPE WHIP RESTRAINT
.... BUMPER-TYPE RESTRAINT 4. ~
ANCHOR PIPING UPSTREAM OF THE CHECK VALVE IS MODERATE-ENERGY.
- 5. LPCI LOOP D IS SHOWN. THE BREAK LOCATIONS INDICATED ARE TYPICAL FOR LOOPS A, B, AND C, WHICH ARE ARRANGED SYMMETRICALLY.
LIMERICK GENERATING STATION UNITS 1 ~ND2 UPDATED FINAL SAFETY ANALYSIS REPORT LPCI INJECTION PIPING ISOMETRIC (UNIT 1 ONLY) (SHEET 1 OF 2) FIGURE 3.6-33
NOTES
- 1. CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.6-22.
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
TERMINAL END BREAK INTERMEDIATE BREAK
© CIRCUMFERENTIAL BREAK
© LONGITUDINAL BREAK
- 3. STRUCTURES AND DEVICES THAT ACT AS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG-
** NATED BY THE FOLLOWING SYMBOLS:
.. i~ f PIPE WHIP RESTRAINT
,~
-I BUMPER-TYPE RESTRAINT 4.
~ -
ANCHOR PIPING UPSTREAM OF THE CHECK VALVE IS MODERATE-ENERGY.
- 5. LPCI LOOP D IS SHOWN. THE BREAK LOCATIONS INDICATED ARE TYPICAL FOR LOOPS A, B, AND C, WHICH ARE ARRANGED SYMMETRICALLY. SEE iA ~LE.-1 .
TABLE.-1
- I PR LOCl1T10J COIO'i.SPONPllol'=! PRS i=o~
IN LOOP- D L..ooP-A _1..ooP-e b_C)~P-C.
--- LIMERICK GENERATINQ STATION SPR.-28 SPR-31 sPR-30 SPR-1...9 UNITil 1 AHO I
----- -~--
1'-4 B-t; B-1 &-e UPDATED FINAL SAFETY ANALYSIS REPORT LPCI "1JECT10N PJPNl ISOMETRIC B-3 B-" B-2. B-7 (UNIT2)
~-toA l)-11 B-9A 8*1Z. (SHEET 2 OF 2)
FIGUFEU..
NOTll
- 1. CALCULATED STRESSES FOR THE NOOE POINTS SHOWN IN THIS FIGURE ARE umo IN TABLE 3.6-23.
- 2. THE FOLLOWING SYMBOLS ARE USED
'TO INOICATE BREAK LOCATIONS: @ TERMINAL END BREAK INTERMEDIATE BREAK © CIRCUMFERENTIAL BREAK © LONGITUDINAL BREAK
- 3. ST"UCTVRES AND DEVICES THAT ACT Al n$TRICTIONS TO Pllte MOVEMENT FOLLOwlNG A PIPE BREAK ARE DESIG*
HATED BY THE FOLLOW1NG SYMBOLS: f PIPE ~HIP RESTRAINT
-I - BUMPER-TYPE RESTRAINT
* - ANCHOR 4.
~
PIPING UPSTREAM OF THE CHECK VALVE IS MODERATE-ENERGY.
- 5. CORI IPRAY LOOP A IS SHOWN.
THE PEAK LOCATIONS INDICATED AftE TYPICAL FOR LOOP B, WHICH IS ARRANGED SYMMETRICALLY. LIMERICK GENERATING STAJION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT CORE SPRAY INJECTION PIPING ISOMETRIC (UNIT 1 ONLY) (SHEET 1 OF 2) FIGURE 3.6-34
NOTES
- 1. CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.6-23.
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
@ TERMINAL END BREAK INTERMEDIATE BREAK © CIRCUMFERENTIAL BREAK © LONGITUDINAL BREAK
- 3. STRUCTURES AND DEVICES THAT ACT AS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG-t -
NATED BY THE FOLLOWtNG SYMBOLS: PIPE WHIP RESTRAINT
-I BUMPER-TYPE RESTRAINT A ANCHOR
- 4. ~ - PIPING UPSTREAM OF THE CHECK V VALVE IS MODERATE-ENERGY.
- 5. CORE SPRAY LOOP A IS SHOWN.
THE BREAK LOCATIONS INDICATED ARE TYPICAL FOR LOOP B, WHICH IS ARRANGED SYMMETRICALLY. PR '5 IN PARt..Nl'Hl')\S ARE. FOR LOOP B. LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT CORE SPRAY INJECTION PIPING ISOMETRIC (UNIT2) (9HEET 2 OF I) FIGURE 3.6-34
INTENTIONALLY LEFT BLANK LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 3.6-35
TYPICAL FORCE DEFLECTION CURVE FOR A 6-BAR, 24-in. PIPE RESTRAINT LOADED AT 00 1100 24 F = 6 I 102,228(0-5.984lo. 1 1000
/
900
/
800
/
/
.e-700 /
- / DEFLECTION LIMIT w
u a: 600
/
//~LINEAR 0
LL w u 500 z I- IDEALIZATION ti) Vi 400 w a: 300
.....- - TOTAL CLEARANCE= 5.98 in.
200 100 7 8 9 10 ,, 12 13 14 15 PIPE DEFLECTION, b (in.) INIT~ CLEARANCE (4 in.) EF:J CLEARANCE (1.98 in.) LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT TYPICAL FORCE-DEFLECTION CURVE FOR RECIRCULATION SYSTEM PIPE WHIP RESTRAINT FIGURE 3.6-36
RCl.7 RC2LL RCA, RCJLL RC4LL KEY: ~~ TYPICAL BREAK LOCATION RC6AV ~ L TYPICAL RESTRAINT DESIGNATION LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT BREAK LOCATIONS AND RESTRAINTS
-ANALYZED FOR PDA"VERIFICAtlON PROGRAM FIGURE a.&~37
y NORTH CONTAINMENT WALL ; I LEGE Np GUIDE FBREAK RIGID RESTRAINT
\
TYPICAL PIPING SYSTEM MODEL FMAX TIME IMIECI TYPICAL PIPE BREAK FORCING FUNCTION LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT TYPICAL PIPE BREAK ANAL YS1S MODELS FIGURE 3.6*38
NOTES
- 1. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS.
@I TERMINAL END BREAK
@> INTERMEDIATE BREAK
© CIRCUMFERENTIAL BREAK
© LONGITUDINAL BREAK
- 2. STRUCTURES AND DEVICES THAT ACT AS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG-NATED BY THE FOLLOWING f PIPE WHIP RESTRAINT
-f BUMPER-TYPE RESTRAINT A ANCHOR
- 3. INTERMEDIATE BREAK LOCATIONS DOWNSTREAM OF THE TERMINAL END ARE SELECTED AT LOCATIONS OF POTENTIAL HIGH STRESS IN ACCORDANCE WITH SECTION 3.6.2.1.1.4.
I \ I ~* .
, PECO ENERGY COMPANY LIMERICK GENERATING STATION I UNITS 1 AND2 UPDATED FINAL SAFElY ANALYSIS REPORT RWCU PUMP SUCTION PIPING ISOMETRIC (PORTION INSIDE RWCU ISOLATION VALVECOMPARTMENl)
I (UNIT 1 ONLY) FIGURE 3.6-39 Sht.1 OF2 Rev. 10 10/00
NOTES:
- t. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
~ - TERMINAL END BREAK
~ - INTERMEDIATE BREAK
~ - CIRCUMFERENTIAL BREAK
~ - LONGITUDINAL BREAK
- 2. STRUCTURES AND DEVICES THAT ACT AS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG-NATED BY THE FOLLOWING SYMBOLS:
-:f- - PIPE WHIP RESTRAINT
/
/
- BUMPER-TYPE RESTRAINT
~ - ANCHOR
~ - COMPENSATING STRUT
- 3. INTERMEDIATE BREAK LOCATIONS DOWNSTREAM OF THE TERMINAL END ARE SELECTED AT LOCATIONS OF POTENTIAL HIGH STRESS IN ACCORDANCE WITH SECTION 3.6.2. 1. 1.4.
6' x 4' CONC. RED. LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT RWCU PUMP SUCTION PIPING ISOMETRIC (PORTION INSIDE RWCU ISOLATION VALVE COMPARTMENT) (UNIT2) (SHEET 2 OF I) FIGURE 3.6-39 Rev. 11 9/02
LGS UFSAR Figure 3.6-40 Intentionally Left Blank
A D B LIMERICK GENERATING STATION UNITS 1 AN02 UPDATED FINAL SAFETY ANALYSIS REPORT GENERIC REPRESENTATION OF PIPE FIGURE 3.6-41
B B c D E
" ' - - RESTRAINT BEFORE THRUST DURING THRUST (a)
B _____c D _.! Fltl B C D I
*rnu1v F(t) - FEQUIV
"-EQUIVALENT MASS (b)
BEFORE THRUST DURING THRUST LIMERICK GENERATING STATION UNITS 1 AN02 UPDATED FINAL SAFETY ANALYSIS REPORT REPRESENTATION OF PIPE WITH BOTH ENDS BUILT-IN FIGURE 3.6-42
HPCI STEAM LINE BREAK IN HPCI COMPARTMENT STEAM LINE TEMP. 547.5°F PRES. 1024 PSIA HPCI PUMP ROOM TEMP. 1IS°F 1 EL.177 V= 25,000 FT3 R.H. 26Z PRES. 14.7 PSIA WALL HEIGHT 21.5 FT FLOOR AREA 1420 FT2 It 2 A= 121 FT C= 0.11
~ HPCI PIPING AREA TEMP. 115° F WALL HEIGHT 16 FT_,
\!!f EL. 20 I R.H. 26Z FLOOR AREA 234 F1-V=3,370 FT3 PRES. 14.7 PSIA 1* _,
A= 137 F1-C= 0.69
., BOP c 0.1 PSID ISOLATION VAL VE TEMP. 12 ~ F WALL HEIGHT 34 FT C\ COMPARTMENT EL. 217 V= 83 ,800 FT3 R.H. 40Y.
PRES. 14.7 PSIA FLOOR AREA 2185 Fr2 AT ELEV.217 ROOM HAS AN IRREGULAR
- j. SHAPE - FLOOR AREA X HEIGHT WOULD NOT NESSARILY A= 150 n2 CORRESPOND TO C= 0.76 COMPARTMENT VOLUME.
0 STEAM VENTING TEMP. 120°F WALL HEIGHT I 0 FT
@2 TUNNEL EL. 241 R.H. 40Z PRES. 14.7 PSIA FLOOR AREA 442 FT2 V= 4,425 FT3 A= 145 FT2 C= 0.67
,. BOP c 0.5 PSID
- .... - NOTE: This model is based on the original power level.
ATMOSPHERE Initial environmental conditions and their affect on this model at the 3527 MWt power level have been accounted for in Tables 3.6-7 and 3.6-9. llt.1513.DGN LDERJCK GENERATING STATION IHTS 1 All> 2 A= VENT AREA lPDlTED FDW.. SAFETY ANALYSlS REPORT C= FLOW COEFnCIENT V= FREE VOLUME ENVRHENTAL QJiCJ1 I JONS AN> BOP= BLOWOUT PANEL CDliP.umEHT DDEISDJNS FDR IPCl STEAM LD£ &Al FIGURE 3.6~3 Rev.5, 4/96
8
....cO
- E
!;{
\ ~
~ ....
a N
~ ~
I ....0
- ~
N
'?J CD
"\
~
\_- ~ . 8 ci OO"OOtr OO'OZ:E OO'OtrZ: 00 09L 0008
(~) 3~0.L\t'IBdW3.L LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT NOTE: This temperature transient Is based on the original power level. Environmental conditions for the break based on a power level of 3527 MWt are listed in HPCI STEAM SUPPLY LINE BREAK Tables 3.6-7 and 3.6-9. IN HPCI COMPARTMENT TEMPERATURE TRANSIENT FIGURE 3.6-44 Rev.5, 4/96
8 cO 8
)
I I
. a I
0 II Hrn 8
~ cO r1 I(
J
@< ~ 8
-,... ~ _.
\I\\ r:: ~
~
~ ~
c-.i 8 ci 08"9l 00"9l OZ"9l ('VISd) 3klnSS3kld LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT NOTE: This pressure transient is based on the original power level. Environmental conditions for the break HPCI STEAM SUPPLY LINE BREAK based on a power level of 3527 MWt are listed in IN HPCI COMPARTMENT Tables 3.6-7 and 3.6-9. PRESSURE TRANSIENT FIGURE 3.6-45 Rev.5, 4/96
PERIOD IN SECONDS IOI 654 3 2 1.0 o.e C>.li 0.5 0.4 o.:s 0.2 0.1 .oe .o& O.Q4 0.03 0.02 o.oi ao~+.:,~~-'4',,,:-.,.:_---.,.1' 401=';.(c,i:..;"'"*o..v~.~~-j,.----f1<---+-'-4~1>-"'J~~-j:.;d,l(.-'>(.O.,. I Cl z 0 u 1111 4 1111 z :s u !! 2 ii 91111 OJI o.s ().4 o.3 0.2 FREQUENCY IN CYCLES/SECOND LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN RESPONSE SPECTRA FOR OPERATING BASIS EARTHQUAKE (HORIZONTAL COMPONENT) FIGURE 3.7-1
PERIOD IN SECONDS IOI 154 :S 2 1.0 0.1 OJI 0.5 0.4 o.:s 0.2 0.1 .oe .oe 0.0.. o.o:s OD2 llOE-'<+'"'>~""="""<'--cr----,.!'--'-.4-+-----;t.:_~+._+o,,t<;f~~---.t-~.f-----'x'-+---'-¥'--f,,--f'-<+'4":i<ci'.X~--r-'---,~--",,-'+-___:-i-'--+.- 40~il-7!ci:<.-j,.z..,:¥~~--l,£---~~-+~--l~}~:hb"':-:'~~-lrc:_-f,,.;.-+-:,.,i--~aL;k--jl"b"~~~+,.:~~--l~ 1:1 *
- u
.0 II 4
!I:
u
- s
;! 2 u
9 Ill 2 FREQUENCY IN CYCLES/SECOND LIMERICK GENERATING STATION UNlTS 1 ANDZ UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN RUl'ONIE ftCTRA FOR SAFlatUTl>OWNEARTHClUAKE (HORIZONTAL COMPONENT, FIGURE 3.7-2
0 ~ 0 a:; z 0 Q I- <( cc 0
- t' w 0
...J w CJ CJ <( 0 c 0 z 0 0 a: (!) 0
- t' cw 0 I
N
...J <(
- ?: 0 co a:
0 0 z I 0
~
1 1 1 T l
- 0. oo 2
- 00 4
- 00 6.00 8.00 10.00 1
1 2. 00 1 1 LJ. 00 16.00 TIME (SECONDS) LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT SYNTHETIC TIME HISTORY NORMALIZED TO 1G FIGURE 3.7*3
PERIOD-SEC. 10.0 1.0 0.1 0.01 II I I I I I I I I II I I I I Ii I i I I I I LEGEND
- TIME HISTORY RESPONSE SPECTRA
*** ****** DESIGN RESPONSE SPECTRA 10.0
'i"
~ z* 0 j:: "'-'ccw w (..) (..) ..."'cc (..) w A. en 6.0 A -'
'~N~
0
/" "'" " "
w N
**~IJ
~ cc 0 z 4.0 I .
.. **~* ..
\.
0.1 2 4 8 8 1.0 2 FREQUENCY - CPS
" 8 I 10.0 2 4 8 8 100 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT COMPARISON OF TIME HISTORY RESPONSE SPECTRA AND DESIGN RESPONSE SPECTRA (0.5% DAMPING)
(NORMALIZED TO 1g) FIGURE 3.7-4
PERIOD-SEC. 10.0 1.0 0.1 0.01 ii I I I I I I I I II I I I I I ii I I I I I LEGEND
- TIME HISTORY RESPONSE SPECTRA
********* DESIGN RESPONSE SPECTRA
~10.0t--~~-+-~-+-~l--+-+-+-+-+-+-~~~+-~+--+-+-+-+-+++-~~-+~-+~+--+-+-t-+-M ell z*
0 j:: c( a: w ~ 8.0t--~~-+-~-+-~1--+-+-+-+-+-+-~~~+-~+--+-+-+-+-+++-~~-+~-+~+--+-+-t-+-M (J ~ ..J c( ...a: (J w ~ Q 6.0 w N
- i c(
- E a:
0 z 0.1 2 6 8 1.0 2 6 I 10.0 2 FREQUENCY* CPS
' 6 8 100 LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT COMPARl.:JN OF T*E NllTORY R£8'0NSE .a:TRA AND D l -
R£9IONSE SPECTRA (1" ~ (NORMALIZiO*TO 1s}- FIGURE 1.7..
PERIOD-SEC. 10.0 1.0 0.1 0.01 II I I I I I I I I I I I I I I II I i I I I I LEGEND
- TIME HISTORY RESPONSE SPECTRA
*** ****** DESIGN RESPONSE SPECTRA 10.0t--~~-+-~--t-~t--+-t-t-+-+-t-~~~+-~+--+--+-+-+-+-++-~~-+~-+~+--+--+-+-+-+-t E
z' o- ~ a: ~ II.I 8.0t--~~-+-~-+-~t--+-t-t-+-t-+~~~+-~+--+--+-+-+-+++-~~--+~--+~+--+--+-+-+-+-t (.) ~ ..J c( a: t; II.I ~ 6.0t--~~-+-~--t-~t--+-+-+-+-+-t-~~~+-~+--+--+-+-+-+-++-~~-+~-+~-+--+--+-+-+-+-t c II.I N
- i c(
- ea:
0 1#***f.". . . . *v* * * * ,. , ...... z 4.0t-~~-+-~-+~r-+-+-+-+-++~~~~,,_,:;.--~-lfl~~*~l-*++~~~+-~+--+---+-+-++-H I ~ ""~"",
-~
2.ot--~~-+-~-+----ir--t-1-+-+-limll',.*"-~-+-~-+~t-+-+--1-+-+-+~--<='l-~+--+--+-+-+-+-+-t I~... ****\
~ . -*~-r--t--._._..,.._...,
I.-'~.*
~i.-:;*'
0.1 2 4 8 8 1.0 2 4 8 I 10.0 2 4 6 I 100 FREQUENCY - CPS LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT COMPARISON OF TIME HISTORY RESPONSE SPECTRA AND DESIGN RESPONSE SPECTRA (2% DAMPING) (NORMALIZED TO 1g) FIGURE 3.7-e
PERIOD-SEC. 10.0 1.0 0.1 0.01 I I I I I I I I I I I I I I I I I Ii I I I I I LEGEND
- TIME HISTORY RESPONSE SPECTRA
********* DESIGN RESPONSE SPECTRA 10.0t--~~-+-~-+---11--t-1-+-+-t-+-~~~t-~+--+--+-+--+-+-++-~~-+~-+~+--+-+--<1-++-t r
en z* 0 ~ a: ~ 8.0i--~~--t-~-t-~t---t--1-t--t-1-1-~~~-r-~-t--t-----t--t---t--t-t--t-~~----t-~----t-~-t--+--t-t-t--t-I w !.) ~ ..J c( ...a: !.) w ~ 6.0t--~~-t-~--t---i~t--1--t'-t-t-t-~~~t--~-t---t--t--t--+-t-t--t--~~-t-~-t-~-t---t--t-t-T-t-1 c w N
- i
~a: 0 z 4.0t--~~-+-~-+---11--t-1-+-+-t-+-~~~t-~+--+--+-+--+-+-++-~~-+~-+~+--+-+-1-++-t 0.1 2 4 6 8 1.0 2 4 6 8 10.0 2 4 6 8 100 FREQUENCY - CPS LIMERICK GENERATING STATION UNITS1 AN02 UPDATED FINAL SAFETY ANALYSIS REPORT COMPARISON OF TIME MISTORV AE.-oNSE *ECTRA ANO DESIGN RE.aNSE SPECTRA (3'Ci DAWllllG) (NORMALIZED TO 19) FIGURE 3.7-7
PERIOD-SEC. 10.0 1.0 0.1 0.01 ii I I I I I I I I II I I I I ii Ii I I I I LEGEND
- TIME HISTORY RESPONSE SPECTRA
*** ****** DESIGN RESPONSE SPECTRA 10.0t--~~-t-~-t--+-+-+-+-t-++-~~-+-~-+---t___,l---l-++-+-+-~~-+~-+~t-+-t-+~H Iz" 0
~
ffi s.01--~~-t-~-+--+-+-+-+-t-++-~~-+-~-+---t--<1---t-+++-+-~~-+~-+~+--+-1-+~H
..J w
u
~ ..J 4(
a: t;w 6.0t--~~-t-~-t--+-+-+-+-t-++-~~-+-~-+---t~l--l-++-+-t-~~-+~-+~t-+-1-+~H t; cw N
- i 4(
- E a:
~ 4.0t--~~-t-~-t--+-+-+-+-t-++-~~-+-~-+---t~l--l-++-+-t-~~-+~-+~+--+-1-+~~
0.1 2 4 8 8 1.0 2 4 8 I 10.0 2 4 8 8 100 FREQUENCY
- CPS LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT COMPARISON Of TIME HISTORY RESPONSE SPECTRA AND DESIGN RESPONSE SPECTRA (6" DAMPING)
(NORMALIZED TO 1g) FIGURE 3.7..
PERIOD-SEC. 10.0 1.0 0.1 0.01 II I I I I I I I II I I I I I Ii ii I I I I LEGEND
- TIME HISTORY RESPONSE SPECTRA
*** ****** DESIGN RESPONSE SPECTRA
~ i= c( a: ~ 8.01--~~-+-~--t-~t--+-t-t-+-t-+~~~+-~+---t---+--+-+-+-++-~~-+~--+~-t---+-+-t-++-t uJ 8 c( c( ...ua: Ill ~ 6.0i--~~-+-~-+-~t--+-+-+-+-++~~~+-~+---+---+-+-+-+-++-~~--+~--+~+--+--+-+-+-+-i 0 Ill N ~ a: 0 z 4.01--~~-+-~--t-~t--+-t-t-+-+-+~~~+-~+---+--+--+-+-+-++-~~--+~-+~+--+-+-1-++-t 0.1 2 4 I I 1.0 2 4 *
- 10.0 2 4 *
- 100 FREQUENCY *CPS LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT COMPARllON OF TIME HISTORY RE9IONIE mtECTRA ANO DEllGN RE.aNIE .-ECTRA (~ DAMPING)
(NORMALIZED TO 19) FIGURE 1.7..
2 S2 .......*'---"=--- 250.o' ~ 244. o'*___::==i1... 2~.2~'....i.:.;;'~-===========!.1 =~=--+----1
@)
Im 221.ro'"--=;;.+-la-I 207.0_'~-'" 2
--.1 /!J'2.5_,_'~=/3:..+-41~ I 18l9~ '
LEGEND: LIMERICK GENERATING STATION
. UNITS 1 AND 2 e MASS POINT UPDATED FINAL: SAFETY ANALYSIS REPORT D JOINT NUMBER 0 MEMBER NUMBER HORIZONTAL SEISMIC MODEL OF PRIMARY CONTAINMENT 0 SPRING NUMBER FIGURE 3.7-10 Rev 08 1V98
I 334.4 [Z] I (j) ~ __331.0 325.7 I [g)
, 1§1 __ 31'2.7
~
I 312.7 312.7 297.0 I
@:)
~ ~ 294.a' 2~3.o'
@)
284.0 I
~ @
@ ~ 21~0'
, ~
I 272.0 @I 273.o' rl!I 2.72./7 ,
~ _2<05.5
~ @
I 2G2.0 I [1] '21i>3.7 26~.72 25,.5 I ljJ @ (j)
~
I 252.0 ~ @ zso.o I 244.o' ~ 23<0.2 I
@ 2.36.'2 1
I 221.G [llJ J 221.ro' ZOi.0 I
@ ~ 207.0 I
1e2.s' !?JI ~ /!!J2.5 I
@ !!fl @
181.~ 1e1.g' (i) LEGEND: LIMERICK GENERATING STATION e MASSPOINT UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT 0 JOINT NUMBER 0 MEMBER NUMBER VERTICAL SEISMIC MODEL 0 SPRING NUMBER OF PRIMARY CONTAINMENT FIGURE 3.7*11
334.4 00 I
© 331.0 f
3'25. f I ~ 0 3/'2.7 ~ a12.7
~
I 297.o ~ 1 293.o' ~ 2!34.6 284.0 I
~ @
279.o' 1 ll] 272.17 1 212.0 CTI '2 '13. 0' 1
@ 2~3.72' ~
@ 2(;,5.5 26'2.0 I
~ ---
@ 256.5 1
25'2. 0 4 [21 (j) §) 2so.o' 244.o' ~ ©
~
I 236.2 1
@] 23". 0
~
to @
~ 22.I.~
I 1
'2. 21. G ~
201.0 I (@] IUI 207.o' 19"2.5 1141 ~ 1~'2.5
@ m @
LEGEND: LIMERICK GENERATING STATION UNITS 1AND2 D* MASS POINT NUMBER UPDATED FINAL SAFETY ANALYSIS REPORT JOINT HORIZONTAL SEISMIC MODEL 0 MEMBER NUMBER OF PRIMARY CONTAINMENT WITH 901L.sTRUCTURE 0 SPRING NUMBER INTERACTION FIGURE 3.7-12
I 354.4 [g] I (]) ~ 331.0
~
I 325.r
~ ~
I I I 312 .{ 312.7 312.7 297.0 I IS]
~ ~ 294.B I 293.o' 284.o' ~ @
15 ~ 1
@ 279.0 272.0 I
[Z] 273.o' !Ell 272./7 I 265.5' 263.72_'_@1 @ 2GS2.0 I
~
2Sb.5 1 (j) 2s2.o' ~ §I I 250.0 2.44.d ~ @ 19 236.2 1 [ll] IZQ 2360 1 22/.{, I IIil lfII 221.6 1 201.o' [31 li2l I 207-0 1g~. s' ~ ~ /92. SI ITJ 121.e' LEGEND: LIMERICK GENERATING STATION UNITS 1AND2 D* MASS POINT NUMBER UPDATED FINAL SAFETY ANALYSIS REPORT
- JOINT VERTICAL.SEISMIC MODEL 0 MEMBER NUMBER OF PRIMARY CONTAINMENT 0 SPRING NUMBER WITH SOIL-STRUCTURE INTERACTION FIGURE 3.7-13
410.0' -------~(!!] 0
*2.0' ffi]
332.0' 8 [!! 313.0' 3CM.O'
@ [!]
213.0' m
@ [!]
211.0' 213.0' @ 231.0' © [!] 217.0' [!] 201.0'
@ (!]
<D m 177.0' LEGEND:
e MASSPOINT D JOINT NUMBER 0 MEMBER NUMBER LIMERICK GENERATING STATION UNtTS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT HORINZONTAL SEISMIC MODEL Of REACTOR ENCLOSURE AND CONTROL STRUCTURE FIGURE 3.7-14
ROOF FRAMING FUEL POOL GIRDERS UNIT NO. 2 EL 410' FLOOR FRAMING BETWEEN FUEL POOL GIRDERS & INTERNAL STEEL COLUMNS EL 352' FLOOR FRAMING BETWEEN STEEL COLUMNS& INTERIOR WALLS EL 333' FUEL POOL GIRDERS UNIT N0.1 EL 313' FLOOR FRAMING EL 304' BETWEEN POOL GIRDERS
& CONC. BEARING WALLS UNIT NO. 1 EL 283' REACTOR ENCLOSURE r>-~~~~~~311--~~~~~' 1 FLOORS BETWEEN STEEL COLUMNS & DRYWELL REACTOR ENCLOSURE EL 269' FLOOR FRAMING (TYP)
EL 253' EL 239' EL217' EL 201'
-+-~-CONTROL STRUCTURE FLOORS f EL 177' LEGEND: LIMERICK GENERATING STATION UNITS 1AND2 0 MASSPOINT UPDATED FINAL SAFETY ANALYSIS REPORT 0- PIN CONNECTION VERTICAL SEISMIC MODEL OF REACTOR ENCLOSURE AND CONTROL STRUCTURE FIGURE 3.7-15
312.0' 332.0' 8 [i]
@ t!J 313.0' 3CM.O'
@ [!]
213.0' (?) m
@ [!]
211.0' 213.0'
@ [i]
231.0' © [!] 217.0' [!] 201.0' IIl 177.0'
<D m LEGEND:
e* MAllPOINT D JOINT NUM9ER LIMERICK GENERATING STATION UNITS 1AND2 () MEMaERNUMaER UPDATED FINAL SAFETY ANALYSIS REPORT HORIZONTAL SEISMIC MODEL OF REACTOR ENCLOIURE ANO CONTROL STRUCTURE WITH SOIL-8TRUCTURE INTERACTION FIGURE 3.7-tl
ROOF FRAMING FUEL POOL GIRDERS UNIT NO. 2 EL 410' FLOOR FRAMING BETWEEN FUEL POOL GIRDERS* INTERNAL STEEL COLUMNS EL 352' FLOOR FRAMING BETWEEN STEEL COLUMNS* EL 333' INTERIOR WALLS FUEL POOL GI ROERS UNITN0.1 EL 313' FLOOR FRAMING EL 304' BETWEEN POOL GIRDERS
- CONC. BEARING WALLS UNIT N0.1 EL 283' REACTOR ENCLOSURE
~---..-----131 \....------u ~-, FLOORS BETWEEN STEEL COLUMNS* DRYWELL EL 269' REACTOR ENCLOSURE FLOOR FRAMING (TYP)
EL 253' EL 239' EL 217' EL 201' n------~281-------<1
--...~-CONTROL STRUCTURE FLOORS LEGEND: LIMERICK GENERATING STATION UNITS 1 AND2 Q MASSPOINT UPDATED FINAL SAFETY ANALYSIS REPORT 0- PIN CONNECTION VERTICAL SEISMIC MODEL OF REACTOR ENCLOSURE AND CONTROL STRUCTURE WITH SOIL-STRUCTURE INTERACTION FIGURE 3.7-17
~
I
/()
EL28S 1 I
\C""1!Ftl..----'=""'-----.:;ll=~p;pa/.~7
,z ,. 5
.-------=EL=Z!S.3==-'--"l'l=:;8;::":W/~l I U ....Sii::;............
l!J.217 fLZOO' 1
.3
- - -21====-==-1 l!L2!7' r----=EL=Z0"-'-1,---.a-.. :'1 1 ( 13 l' 1 lj.!6c"*"~~
!!>~~~~
ELl77'
- J!!=:::!!!:i EL m' !L .:- ~ ~--J__J,t=~=~*
I TRANSVERSE SECTION LONGITUDINAL SECTION LEGEND: e MASS POINT AND JOINT NUMBER REACTOR AND CONTROL ENCLOSURE LIMERICK GENERATING STATION UNITS1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT CORRELATION OF VERTICAL SEISMIC MODEL MASS POINTS TO THE PHYSICAL STRUCTURE FIGURE 3.7-11
TYPICAL RPV AND INTERNAL REACTOR PRESSURE VESSEL STEAM SEPARATOR FUEL SHROUD GUIDE TUBES CRD HOUSINGS REFUELING BELLOWS ~,,...~*~- STEAM SEPARATOR SHROUD VESSEL FUEL GUIDE TUBES VESSEL SKIRT CONTROL ROD CONTROL ROD DRIVE HOUSING DRIVE HOUSING (LONGEST) (SHORTEST) LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT SEISMIC MODEL OF REACTOR PRESSURE VESSEL AND INTERNALS (SHEET 1 OF 2) FIGURE J.7-11
INSIDE TOP OF VESSEL HEAD 30 EL30 5j
'---+------ REACTOR PRESSURE VESSEL EL31-----..,=--3~1*
llll32 EL32 -------4 Q!) EL>> REFUELING BELLOWS ~3 ..------r---"'.;;....;;.;;....._ VESSEL HEAD FLANGE MATING SURFACE STABILIZER K5 ~ 34 EL:M ---'r---=-4
~--- STEAM SEPARATOR
-~------~t...----- EL 18 TOP OF SEPARATORS
--""""...,__ _ _ _..,:..::......---- EL 19 NORMAL WATER LEVEL
--....-----~;;..... _ _ _ _ EL 20 BOTTOM OF SEPARATORS
- - - - EL 21B TOP OF SHROUD HEAD DOME
=--....-...,.~--~=------ EL 21 EFFECTIVE TOP OF SHROUD HEAD
~---FUEL
';::::;;;;;====,_.'-J-~~--EL1
.....~---6ilt...--!J!!!!!---EL2
.,_-==__ _.,,!:--=~--EL3
...-~---+-....::::::::::'------ EL4
.-~-.--...-:--iiiii---EL5
...-!!!!---~-~--- ELI r;;;:;.-----4"----==---- EL 7 TOP OF GUIDE TUBES
.---==-...-:8- - - - - E L B ill
...---=,...--...---=,....--- EL 9 TOP OF SHROUD SUPPORT CYLINDER l!iliii--;;;4- --=11...-...,.::=...,........liii.__-- EL 10 l!j ----EL11 ELS2 ---===---"'=.,.----
ij .-=-=~,....____ EL 12 TOP OF CRD HOUSINGS SUPPORT SKIRT ------..i ~~;:;--t=:;=::::!:=:=-::--- EL.!!._ ELEVATION "O"
--4--==---- EL8D INSIDE BOTTOM OF VESSEL HEAD
~1 ~:
PEDESTAL --------i': -NNf- AXIAL SPRING j !MATHEMATICAL MODEL u REACTOR'PRESSURE -@r- TORSIONAL SPRING VESSEL AND INTERNALS
---<>-- HINGE CONNECTION NOTE: MASS POINTS 14, 15, 11, 17, 55, 56, 57, 58, RIGID MEMBER AND MEMBER NUMBERS 14, 15, 11, 17, 57, 58 ARE NOT USED. SPRINGS K1 AND K2 ARE NOT USED. -+-- MASS POINT 0 MEMBER NUMBER LIMERICIC GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT SEISMIC MODEL OF REACTOR PRESSURE VESSEL AND INTERNALS (SHEET 2 OF 2)
FIGURE 3.7-19
i I i l MODE1 FREQUENCY *.60 CPS MODE2 FREQUENCY 8.55 CPS MODE3 FREQUENCY 15.39 CPS MODEL LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT CONTAINMENT HORIZONTAL MOOE SHAPES UNCRACKED CONDITION (SHEET 1 OF 2) FIGURE 3.7-20
I i MODE4 FREQUENCY 17.13 CPS MODE& FREQUENCY 2,.31 CPI MODEL LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT CONTAINMENT
~ORIZONTAL MODE SHAPES UNCRACKED CONDITION (SHEET 2 OF 2)
FIGURE 3.7-20
i i
--i i
MODE 1 MODE2 MODE3 FREQUENCY 2.81 CPS FREQUENCY 7.59 CPS FREQUENCY 9.le CPI MODEL LIMERICK GENERATING STATION UNITS1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT CONTAINMENT HORIZONTAL MODE SHAPES CRACKED CONDITION (SHEET 1 OF 2) FIGURE 3.7-21
~
I I I .I
/
~,,
-~
\
\
\
\
1 I MODE4 MODElll MODES FREQUENCY 14.84 CPS FREQUENCY 17.22 CPS FREQUENCY 22.09 CPS MODEL LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT CONTAINMENT HORIZONTAL MODE SHAPES CRACKED CONDITION (SHEET 2 OF 2) FIGURE 3.7-21
MODE 1* MODE2 FREQUENCY 10.82 CPS FREQUENCY 17.57 CPS MODEL LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT CONTAINMENT VERTICAL MODE SHAPES UNCRACKED CONDITION FIGURE 3.7-22
R
~
11 w I! 11I l f I H in I I
- h. I H . I
~
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\
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MODE1 MODE2 MODE3 FREQUENCY 7.73 CPS FREQUENCY 12.18 CPS FREQUENCY 19.11 CPS MODEL* LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT CONTAINMENT VERTICAL MODE SHAPES CRACKED CONDITION FIGURE 3.7*23
.i v '
I
/ I
\ \
I DI I
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I
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- £ MODEL MODE 1 FREQUENCY 2.&0CPS MODE2 FREQUENCY 7.71CPS MODE3 FREQUENCY 11.53 CPS MODE4 FREQUENCY 11.12CPS MODE&
FREQUENCY 21.31 CPS MODEi "REQUENCY 21.0ICPS LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE N-S MODE SHAPES FIGURE 3.7-24
/r 1 7' ,
I I I / i I I
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,.,,.,.,,, MOOE 1 FREQUENCY MOOE2 FREQUENCY MODE3 FREQUENCY MOOE4 FREQUENCY MOOE5 FREQUENCY 3.24CPS 10,52CPS 15.11CPS 22.otl CPS 30.06CPS MODEL LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE E-W MODE SHAPES FIGURE 3.7-25
54 12 53----- FREQUENCY: 1.993 CPS
/
/
37 34 48 19 50 51 10 33 18 47 36 9,11 20 21 22 9,11 23 24 25 9,11 9 49 32 52 17 l i i ili i i ~ 46 8 38 35 7 31 16 45 27 44 6 5 30 15 43 26 42 4 3 29 41 14 2 28 40 1 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE VERTICAL MODE SHAPES (MODE 1) FIGURE 3.7-26 ---'"**~~- _, ___ ,~_
54 12 FREQUENCY: 4.262 CPS 46----* 44----* 439-~--------------~----- 42---~- 41-----------------~* 40-----------------~* 1 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE VERTICAL MODE SHAPES (MODE 7) FIGURE 3.7-27
54 12 53----- FREQUENCY: 5.959 CPS 37 34 19 50 51
/
33 / 10 47---~--....:::....=;;..._ _________ - - - --j 8 _ _ ___ 36 9,11 20 21 22 9,11 23 24 25 9,11 9 49 32 52 17 liiil i iil 46 8 38 35 45 44 7 6 31 16
- 27 5 30 15 43 26 42 4 3 29 41 14 2 28 40 13 1
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE VERTICAL MODE SHAPES (MODE 14) FIGURE 3.7*28
54 12 53-------<* FREQUENCY: 10.661 CPS 50 51 Illl1lil1 46----*8 38 42------- LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE VERTICAL MODE SHAPES (MODE 22) FIGURE 3.7*29
54 FREQUENCY: 30.395 CPS 46------1* 3 29 -- 41--~~---~~~~~----=-=---~~~--14 2 28 --- 40--~~---~~~~~----==-==-~~--13 1 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE VERTICAL MODE SHAPES (MODE 39) FIGURE 3.7-30
7.0IO I.JOO Ii.- ~ c:J z 4.JIO 2 I-a: _, 3.IOO w w (J u 2.- 2.1* 1.- 1.111 0.408
.... Lllll!!~~=::::_________~-----==J 0.1 0.2 0.4 0.6 1.0 2.0 4.0 6.0 10. 20. 40. 60. 100.
FREQUENCY (HZ) LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT RESPONSE SPECTRUM AT RPV PE DESTAL HORIZONTAL OBE (DAMPING* 0.006) UNCRACKED CONDITION FIGURE 3.7*31
13.000 11.700 10.400 1.100 ~ 2 7.IOO 0 <( a: 8.500 w ..J w (.J (.J 5.200 <( 3.900 2.IOO 1.300 0.- 0.000 0.1 0.2 0.4 0.6 1.0 2.0 4.0 6.0 10. 20. 40. 60. 100. FREQUENCY (HZ) LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT RESPONSE SPECTRUM AT RPV PEDESTAL HORIZONTAL SSE (DAMPING
- 0.006)
UNCRACKED CONDITION FIGURE 3.7-32
4.500 4.000 3.500 ~ C!J 3.000 z 0 I- <( 2.IOO a: w w u 2.000 u <( 1.500 1.000 o. 500 I * ~::::::~~0.244 0.000~ 0.1 0.2 2.0 0.4 0.6 1.0 4.0 6.0 10. 20. 40. 60. 100. FREQUENCY (HZ) LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT RESPONSE SPECTRUM AT
. RPV PEDESTAL VERTICAL OBE (DAMPING
- 0.006)
.UNCRACKED CONDITION FIGURE 3.7.33
1.- 4.911 ~ Cl 4.211 z 0 ~ J.llO a: LLJ ...J LLJ (.) (.) 2.- 2.100 1.400 0.700 0.37& 1..000 0.1 0.2 0.4 0.6 1.0 2.0 4.0 6.0 10. 20. 40. 60. 100. FREQUENCY (HZ) LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT RESPONSE SPECTRUM AT RPV PE DESTAL VERTICAL SSE (DAMPING
- 0.006)
UNCRACKED CONDITION FIGURE 3.7-34
1.000 8.100 7.200 6.300 ~ (!) 6.400 2 0 I- <( 4.500 a: w ..J w (..) 3.IOO (..) 2.700 1.IOO O.IOO 0.000 0.1 0.2 0.4 0.6 1.0 2.0 4.0 6.0 10. 20. 40. 60. 100. FREQUENCY (HZ) LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT RESPONSE SPECTRUM AT REFUELING AREA E-W OBE (DAMPING
- 0.006)
FIGURE 3.7-31
1.000--------------------------------- 1.100 7.200 1.300
~
C!1 1.400 z 0
~ <( 4.IOO a:
w
..J w
CJ 3.mo CJ .<( 2.700 o.mo 0.75 0.000 0.1 0.2 0.4 0.6 1.0 2.0 4.0 6.0 10. 20. 40. 60. 100. FREQUENCY (HZ) LIMERICK GENERATING STATIO.N UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT RESPONSE SPECTRUM AT REFUELING AREA E-W SSE (DAMPING
- 0.006)
FIGURE 3.7**
~ z J.* 0 ~ l.- a: w ...I w 8 2.400 <( 1.- 1..211
**- 0.47 0.1 0.2 0.4 0.6 1.0 2.0 4.0 6.0 10. 20. 40. 60. 100.
FREQUENCY (HZ) LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT RESPONSE SPECTRUM AT REFUELING AREA N-S OBE (DAMPING
- 0.006)
FIGURE 3.7-37
7.200 1.400 en (.:> 4.IOO z 0 I- <( 4.000 a: w ..J w (J 3.200 (J <( Z.400 1.IOO O.IOO o.n 0.000 0.1 0.2 0.4 0.6 1.0 2.0 4.0 6.0 10. 20. 40. 60. 100. FREQUENCY (HZ) LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT RESPONSE SPECTRUM AT REFUELING AREA N-S SSE (DAMPING
- 0.006)
FIGURE 3.7-a
1.IOO 1.IOO 1.400 ~ (!) z 1.200 0 I-a: 1.000 w ...J w (.J ~ 0.IOO O.IOO 0.400 O.D 0.200 0.000 0.1 0.2 0.4 0.6 1.0 2.0 4.0 6.0 10. 20. 40. 60. 100. FREQUENCY (HZ) LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT RESPONSE SPECTRUM AT REFUELING AREA VERTICAL OBE fOAMPING
- 0.006)
FIGURE 3.7. .
3.000 2.700 2.otOO 2.100 ~ Cl z 1.IOO 0 I- <i: a: 1.IOO w ..J w u u 1.200 <i: O.IOO o..a 0.33 0.003 0.000 0.1 0.2 0.4 0.6 1.0 2.0 4.0 6.0 10. 20. 40. 60. 100. FREQUENCY {HZ) LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT RESPONSE SPECTRUM AT REFUELING AREA VERTICAL SSE (DAMPING
- 0.006)
FIGURE 17-40
,,... -1""--------------------------------------------~~~~------------
7.111 ~ CJ 0z **- I-
~
UJ
...J UJ
(.)
~ 4.411 J.-
2.200 1.1IO 0.411 0.1 0.2 0.4 0.6 1.0 2.0 4.0 6.0 10. 20. 40. 60. 100. FREQUENCY (HZ) LIMERICK GENERATING STATION UNITS 1ANO2 UPDATED FINAL SAFETY ANALYSIS REPORT RESPONSE SPECTRUM AT REFUELING AREA N-S SSE (DAMPING
- 0.006)
SOIL-STRUCTURE INTERACTION FIGURE 3.7-41
1.-
~
"Qz 4.- I-
<(
a: ~ w
...J w
(.) (.)
<2:
2.1GO 1.- 0.100 ...,
**- 0.1 0.2 0.4 0.6 1.0 2.0 4.0 6.0 10. 20. 40. 60. 100.
FREQUENCY {HZ) LIMERICK GENERATING STATION UNITS 1 ANDZ UPDATED FINAL SAFETY ANALYSIS REPORT
~==A.."'
VIR1'1CAL SSE {DAMPING =l.Ol&I _,IL.sTRUCTUR& INTEllACTION FIGURE a,7.q
~-----+---:.<'.
a:
<{
C1. UJ
~
c.:l
'.r
-----.i - -___r_
i.n~ 0
-C~~
<{ C/l !XI 0
...J c.:l uzz
._,"'t--- 1
-~~UJ-+-------+-----_..__ _ _ ___.,_ _ _ _ _.i.-a----~
Cll;:!;O
~~~
I 0 0 0
\ l 0
~
~
0 0 0 N co N SH.LONVSnOH.L - 9 NI NOl.LV~313:::J:::J'lt LIMERICK GBIERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT EARTHQUAKE RESPONSE SPECTRA FIGURE 3.7-43
EARTHQUAKE REVIEW SEISMIC ACCELERATION ~o BE I >OBE PLANT SHUTDOWN NOTIFY NRC REVIEW OPERATING* STATUS FOR SYSTEM MALFUNCTION MALFUNCTION I NONE INSPECT AND TEST
- SAFETY SYSTEMS DAMAGE I NO DAMAGE VISUAL INSPECTION
- OF PLANT DAMAGE J NO DAMAGE ANALYSIS OF PLANT RESPONSE
- FOR PROBABLE THEORETICAL FAILURE POTENTIAL DAMAGE I NO EVIDENT OR
~
i PROBABLE DAM AGE DETAILED ANALYSIS NRC TO DETERMINE ACTUAL PERMISSION FAILURE AND REPAIR TO RESTART AS NECESSARY
. CONTINUE OPERATION
*REPORT RESULTS TO NRC LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT POST SEISMIC EVENT PLANT PROCEDURES FIGURE 3.7-44
1 500 TO FULL V LIOADE t> TRA ~
/
./ UNLOADI D TR~ V & C >NDUI r 1
0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 INPUT FLOOR SPECTRUM ZPA X g SOURCE: REF. 3.7-7 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DAMPING VS. ZPA FOR RACEWAY SYSTEM FIGURE 3.7-46
00 00 1.0 0.9 0.8 0.7 E 0.6
- I:
a:
-a:. 0.5
(.) 0.4 RESPONSE FROM 2-COMPONENT ABS >3-COMPONENT SRSS 0.3 0.2 0.1 RESPONSE FROM 3-COMPONENT SRSS >2-COMPONENT ABS 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0
- a. C =RATIO OF THE RESULTANT DUE TO THE VERTICAL COMPONENT TO THE MAXIMUM RESULTANT DUE TO EITHER OF THE HORIZONTAL COMPONENTS
- b. f =RATIO OF THE SMALLER RESULTANT DUE TO EITHER OF THE HORIZONTAL COMPONENTS TO THE LARGER RESULTANT ( f ~1.0)
LIMERICK GE*IMTING STATION UNITl1 Nf02 UPDATED FINAL SAFETY ANALYSIS REPORT COMPARISON Of 3-CQMPONENT SRSS TO 2~1NT AU FIGURE 3.7-46
Amin Av f= _H_ _ .o~f~ 1.0 C= - - ,o,,;;;c ,,;;;oo 1.4 Amax Amax H H 1.3 1 +c
= J 1+
+2C+c
! 2
+c 2
2 1.2 FOR 0 ~f~ 1.0 1 .1 2-COMPONENT ABS
. IS CONSERVATIVE
"' = j1+2C+ c2 1.0 FOR y ~ 1 1+f2+c2 0.9 0.8 00 2 3 4 5 6 LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY AlllALYSIS REPORT RELATIVE CONSERTIVISM OF THE TWO-COMPONENT ABSOLUTE AND THREE -COMPONENT SRSS TECHNIQUES FIGURE 3.7-47
e
- 4.4' ORIGINAL LOCATIONS
., 'if'~ OF MASSES l I 0 x-, ** 1 LOCAL Vt COORDINATES (Ft.)
1 - .
*
- o.s* NODES x y z 1 0.0 286.0 0.0
© 2 0.0 268.0 0.0 3 0.0 259.5 0.0 4 0.0 251.0 0.0 6 0.0 244.0 0.0 6 0.0 237.0 0.0 7 -4.40 286.0 0.0 8 -0.50 268.0 0.0 YL
. x 11 10 11
-8.98
-1.78
-0.84 259.5 251.0 244.0 0.0 0.0 0.0 GLOBAL LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT SPRAY POND PUMPHOUSE 3-D STICK MODEL (E-W DIRECTION)
FIGURE 3.7-48
y t'
-l*-.68'~
*252*-o"
©= (!)
I-** 29.86' 0© COORDINATES (Ft.)
.©= © 2"6'-0" 0 NODES x y z
© 1 o.o 178.0 O.d y
.,j~
©o 238'-0" 2 . 0.0 213.71 0.0 3 0.0 221.0 o.o 0 4 0.0 231.0 0.0 229'-0"
'+o'lt,.,.,I. @l* 6 -21.18 241.0 0.0 6 - o.a 212.0 o.o z x 'CD 213'*1"
*1 10.00 171.0 0.0
@it I o.o 241.0 o.o 9 o.o 212.0 0.0
- REFERINCE NOOE FOR CD ELEMENT ORIENTATION G)
NORTH * ,...., '"' __..x 0 178'*0" LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DIESEL GENERATOR ENCLOSU"E 3- STICK MODEL (E-W DIRECTION) flGURE 3.7-49
COORDINATES (Ft.) NODES x y z y , 0.00 177.0 0.0
~* t __
2 19.50 201.0 0.0
---* @ ----- ~NORTH 5 3
4 22.13 73.74 11.95 217.0 239.0 253.0 0.0 0.0 0.0 362'-0" 6 57.14 269.0 0.0
~332'-0" 7 1.22 283.0 0.0 8 79.45 304.0 0.0
@ 9 33.97 313.0 0.0 10 83.99 332.0 0.0 283'-0"
@ 11 11.00 352.0 0.0 219'-0"
@ 12 0.00 410.0 0.0 213'-0"
@ 13 1.00 177.0 0.0
/
,,- 239'-0" 0.00
@ 14 177.0 1.0 15 0.00 201.0 0.0 217'-0"
@ © 16 0.00 217.0 0.0 201'-0" 17 0.00 239.0 0.0 18 0.00 253.0 0.0
- z.*
-- TRANS.
SPRING ROTATIONAL SPRING 19 20 21 22 0.00 0.00 0.00 0.00 269.0 283.0 304.0 313.0 0.0 0.0 0.0 0.0 23 0.00 332.0 0.0 24 0.00 352.0 0.0
~*
WALL-AJ._..........""..............., I ( UNIT 2 ) LIMERICK GENERATING STATION
*~
......... ./
c-W EXCITATiON (DBE) UNITS1 AND2 UPDATED FINAL SAFETY ANALYSIS REPOnT WALL-0 REACTOR ENCLOSURE 3-D STICK MODEL (E-W DIRECTION) (SEE TABLE l3.*UL FIGURE 3.7-50}}