NL-13-130, Indian Point, Unit 2, Updated Final Safety Analysis Report (Ufsar), Rev. 24, Chapter 1 - Figure 1.2-4 Through Figure 1.11-8

Indian Point, Unit 2, Updated Final Safety Analysis Report (Ufsar), Rev. 24, Chapter 1 - Figure 1.2-4 Through Figure 1.11-8

ML13291A295
Person / Time
Site:	Indian Point
Issue date:	09/26/2013
From:	Entergy Nuclear Operations
To:	Office of Nuclear Reactor Regulation
References
NL-13-130
Download: ML13291A295 (11)

Text

HEATER BAY ANO TURBINE ROOM INTAKE STRUCTURE STEAM )* 6 .. GENERATORS?\

PRESSURIZER CONTAINMENT BUILDING FUEL STORAGE BUILDING INDIAN POINT UNIT No. 2 UFSAR FIGURE 1.2-4 CROSS SECTION OF PLANT MIC. No. 1999MC3561 IREV. No. 17A I r--1 I I I I I I I I L __ WESTINGHOUSE ENGINEERING

& QUALITY CONTROL CONSOUDATED EDISON CO OWNER WESTINGHOUSE ELECTRIC CORP. PRIME CONTRACTOR WEDCO PROJECT MANAGEMENT

---

, I I I I I I I I I I UNITED ENGINEERS

& CONSTRUCTORS ARCHITECT

-ENGRS & QUALITY CONTROL INDIAN POINT UNIT No. 2 UFSAR FIGURE 1.7-1 FUNCTIONAL RELATIONSHIPS MIC. No. 1999MC3570 I REV. No. 17 A WEDCO EXEC. V.P. J . ' \ RELIABILITY MANAGER QUALITY QUALITY STDS la SPECS MANAGER SYSTEMS DOCUMENTATION RELIABILITY la RECORDS ON SITE VENDOR QUALITY CONT. SURVEILLANCE INDIAN POINT UNIT No. 2 UFSAR FIGURE 1 .8-1 ORGANIZATIONAL CHART WEDCO RELIABILITY GROUP MIC. No. 1999MC3571 I REV. No. 17A 1.0 8 6 0% m 4 " ....I CJ) z 0 i= 2 <( a: w ....I w u u <( ....I 0.1 <( a: 8 .... CJ w 6 a.. Cl> 4 2 0 2 4 6 8 0.1 2 4 6 8 1.0 2 UNDAMPED NATURAL PERIOD T-SEC INDIAN POINT UNIT No. 2 UFSAR FIGURE 1 .11 -1 TEN PERCENT OF GRAVITY RESPONSE SPECTRA MIC. No. 1999MC3562 J REV. No. 17 A 8 0% -CRITICAL DAMPING 6 CJ) ........ ...J r.n 4 z 0 a: w 2 ...J w 0 0 <( .15 _, a: 1 I-0 10% w 8 0.. r.n 6 4 0 2 4 6 8 0.1 2 4 6 8 1.0 2 UNDAMPED NATURAL PERIOD T-SEC INDIAN POINT UNIT No. 2 UFSAR FIGURE 1. 11 -2 FIFTEEN PERCENT OF GRAVITY RESPONSE SPECTRA MIC. No. 1999MC3563 1 REV. No. 17 A Elevation

<<K© © @ @ © © t I r 0 7 ll5jft -lt' , .... ... . ' -... -us ft -

lit.A 14.. -.. ... ... " WO ft:-* ----. 0

.. * "" * .. a . ) * "'""" FUEL .* ' ** 1S ft:-6 r,.,. I * .. Cll . 2 g * .. 0 . !lid> . r I so ft-f 1

• 3.0 cps t 2

• 9.57 cps INDIAN POINT UNIT No. 2 UFSAR FIGURE 1. 11 -3 FUEL STORAGE BUILDING NORTH-SOUTH MODEL MIC. No. 1999MC3564 I REV. No. 17 A Elevation 125 ft -100 ft -75 ft -50 ft -.. . .. ..

• ---------, .. . > .. ,' ...... -,.. " l t t

• t-o t ..t £1

• 2.10 cps INDIAN POINT UNIT No. 2 UFSAR FIGURE 1.11-4 FUEL STORAGE BUILDING EAST-WEST MODEL MIC. No. 1999MC3565 l REV. No. 17A

-* , ... .. ',4.'2 ... , -=----T l l El. .'55 '* t;;,' 1' H EL 1'2.'2'-G;'

c. e_t_ 114'. o* COR.R.UG.Jr1,.o tL.105'* G' MCr.Jt, I < SIO!NG l ! 11 El. tf7'* o': -.I * :0. I g_ ... ..

lj EL !JtY*<:t>*

r. , ... _ ... s 1: 80'* c. l! J' 11 l EL. i'Z'*;J" j I j 1 El 71 -h *:i ._ '

r TI II EC. GB'-.;, ._

/(OOA-1 1! *1 11 [!.. 53'*0* Ii I *' '! l! B__ 5:1' 0 1 i-* ' , --r-* 1* r--*------ii , * !f '1 :1 ..-! 11 !* *I ;I !l IJ -' I . eL a** "I lJ ...

I. :1 '1 tL. 15'* . jl I . . " ---*Ii . . -\ . ... :; tA z c !.:) !!:>IC. . c I<. N-S SECTION INDIAN POINT UNIT No. 2 UFSAR FIGURE 1 . 11 -5 INDIAN POINT UNIT 1 SUPERHEATER BUILDING NORTH-SOUTH SECTION MIC. No. 1999MC3566 I REV. No. 17A cy (F) (aj I r I """""\ STACI< "-.:-ft. 1so -0 11 EL. 1!15 '-n'-o" E-W SECTION INDIAN POINT UNIT No. 2 UFSAR FIGURE 1.11 -6 INDIAN POINT UNIT 1 SUPERHEATER BUILDING EAST-WEST SECTION MIC. No. 1999MC3567 IREV. No. 17A J 7() '-/Jo*. 12.() ** /J(J. loo'

• 90'

• so'. 3o'

• zo'

• 10' o* 1'50 lb I At I '!I 121f IJCI :oo '"' Bf# fl7 i..o " iq I I ' --+--* --.....

...... 2'-.0 *--+<------------1 1:,.0 i /t.,,.o 2S.O "' ; 2D.o 270 . 2 27 35 4.2. 5 77 S.7 /0 .-' 170 -<:>

_E'L_:.._!1.1

'.-_o .. EL. 10s'-""

_EL 97 INDIAN POINT UNIT No. 2 UFSAR FIGURE 1.11-7 COLUMN LINE ,, G" MIC. No. 1999MC3568 I REV. No. 17A ELEV. 135 1-6 11 ELEV. 122 1-6 11 I.LEV. 105' -6 11 ELEV. 88 I -6 8' ELEV. 72' -0" ELEV. 53' -0., ELEV. 33 I -0" ELEV. 15' -0" (8) (7) (6) (5) b (4) i I (3) (2) I I n I I I 1 l 1 ,q)n MASS k-Sec 2/FT 147.2 61. 7 75.5 116.8 277.8 212.2 165.8 NOTE: Stack Lumped at Mass Point CPS CPS Mode N-S Freq. E-W Freq. 1 0. 72 2 1.58 2.07 --'=I 3.48 4.07 4 4.65 5.18 5 6.0 7.0 I 6 7.15 8.0 -.-.7 ... 7 8.25 -l 9.7 NOTE: STIFFNESS MATRICES USED TO DEFINE THE STIFFNESS RELATIONSHIP BETWEEN MASS POINTS IN THE E-W AND N-S DIRECTION INDIAN POINT UNIT No. 2 UFSAR FIGURE 1.11-8 REPRESENTATION OF LUMPED MASS MODEL OF SUPERHEATER BUILDING USED IN DYNAMIC ANALYSIS MIC. No. 1999MC3569

!REV. No. 17A