Text

Submits AP600 ITAAC Appeal
	ML20249A724
Person / Time
Site:	05200003
Issue date:	06/10/1998
From:	Joshua Wilson; NRC (Affiliation Not Assigned)
To:	Collins S; NRC (Affiliation Not Assigned)
Shared Package
ML20249A720	List: ML20249A719; ML20249A724;
References
	NUDOCS 9806180147
	Download: ML20249A724 (30)
	v • d • e

E.:

l L

June 10,1998 l

Note to:

Sam Collins, NRR From:

Jerry N. Wilson, PDS

SUBJECT:

AP600 ITAAC APPEAL ISSUE:

. Westinghouse's use of" Note 2" to exclude Figures 3.3-1 through 3.3-14 from the Tier 1 design description for AP600 ITAAC 3.3, " Buildings," thereby limiting the scope of the basic inspection performed under the ITAAC verification program APPLICABLE REGULATORY GUIDANCE & PRECEDENCE:

10 CFR 52.47(b)(2)(1)(A)(4) - scope of ITAAC for design certification 10 CFR 52.g7(b)- requirement for inspections, tests, analyses, and acceptance criteria Appendix A to Part 52 - ABWR design certification rule Appendix B to Part 52 - System 80+ design certification rule SRP 14.3, " Inspections, Tests, Analyses, and Acceptance Criteria - Design Certification,"

NUREG-0800, Draft Rev. O, April 1996 Draft SECY on " COL Review Process" Both ABWR and System 80+ ITAAC include figures that show arrangement / configuration of Buildings for the " basic configuration" inspection that is part of the ITAAC verification

-WESTINGHOUSE POSITION:

The Tables and narrative include all aspects of Buildings that need to be in Tier 1.

Figures are only used to define locations that are identifed in the Tables.

. Figures are too subjective and minor details in Figures could be misinterpreted.

- NRC STAFF POSITION:

Tables and narrative are NOT sufficient. The figures are needed to verify the " physical arrangement"[ configuration] of the buildings as part of the basic inspection program. We need to verify conformance of as-built design to the certifed standard design, not just some selected aspects of the building design requirements.

a The figures are NOT sufficient to define locations identifed in Tables because Tables 3.3-2 and 3.3-3 use room and fire area #s but these numbers are NOT on the Figures!

The Building Figures should be treated like all of the other figures in AP600, ABWR, and

=

System 80+. Then the " interpretation of figures" statement from the General Provisions will apply and the figures will NOT be misinterpreted!

The descriptions in Table 3.3-1 are NOT sufficient to define relative locations and relationship of structural elements of buildings which are needed for verifying and evaluating the significance of deficiencies between the as-built and the approved design.

Verifying tim " physical arrangement," configuration, or orientation of the buildings will verify important assumptions from staff reviews of fires, floods, missiles, piping layouts and supports, HVAC routing, radiation protection, structural analysis, key dimensions of L

Ni structures, vital equipment in Auxiliary Building (security), relationship of certain rooms such as main control room, remote shutdown room, & TSC, etc.

The figures locate major equipment, whereas the system ITAAC only locate equipment by Building. Therefore, the building figures verify location of major equipment.

k L

A PM

Certified Design Material BUILDINGS is.

Ets Revision: 6 E!

Effective: 5/29/98 3.3 Buildings Design Description i The nuclear island stmetures include the containmen. (the steel containment vessel and the containment intemal structure) and the shield and auxiliary buildings. The containment, shield and auxiliary buildings are structurally integrated on a common basemat which is embedded below the finished plant grade level. De containment vesse! is a cylindrical welded steel vessel with elliptical I

upper and lower heads, supported by embedding a lower segment between the containment internal

{

structures concrete and the basemat concrete. The containment internal structure is reinforced concrete with structural modules used for some walls and floors. ne shield building is reinforced concrete and, in conjunction with the internal structures of the containment building, provides shielding for the reactor coolant system and the other radioactive systems and components housed in the containment.

I he shield building roof is a reinforced concrete structure containing an integral, steel lined passive I containment cooling water storage tank. The auxiliary building is reinforced concrete and houses the safety related mechanical and electrical equipment located outside the containment and shield buildings.

De portion of the annex building adjacent to the nuclear island is a structural steel and reinforced concrete seismic Category II structure and houses the technical support center, non-lE electrical equipment, and hot machine shop.

De radwaste building is a steel framed structure and houses the low level waste processing and storage.

{

The turbine building is a non-safety related structure tht houses the main turbine generator and the power conversion cycle equipment and auxiliaries. There is no safety-related equipment in the turbine building. De turbine building is located on a separate foundation. The turbine building structure is I adjacent to the nuclear island structures.

De diesel generator building is a non-safety related structure that houses the two standby diesel engine powered generators and the power conversion cycle equipment and auxiliaries. There is no safety-related equipment in the diesel generator building. The diesel generator building is located on a i separate foundation at a distance from the nuclear island structures.

De plant gas system (PGS) provides hydrogen, carbon dioxide, and nitrogen gases to the plant systems as required. The component locations of the PGS are located either in the turbine building or the yard areas.

1. De physical arrangement of the nuclear island structures, the annex building, the radwaste I

building, the turbine building, and the diesel generator building is as described in the Design Description of this Section 3.3.ocol 4,g a Qvus J.P/

3 M~!.

1 2.

a) The nuclear island structures, including the critical sections listed in Table 3.3-7, are seismic Category I and are designed and constructed to withstand design basis loads, which apply to l

W8d M 3.3-1 c:VTAACSVevtM0303.wpt060298 l

m

____m__

CUli. DINES

't Revision: 8

(

Effective: 5/29/98 1

the structure, without loss of structural integrity and the safety related functions described in I

this Design Description. De design bases loads are those loads associated with:

Normal plant operation (including dead loads, live loads, lateral earth pressure loads, and equipment loads, including hydrodynamic loads, temperature and equipment vibration);

, 'Extemal events (including rain, snow, flood, tomado, tomado generated missiles and -

e f,.

earthquake); and Internal events (includhg flood, pipe rupture, equipment failure, and equipment failure

. generated missiles)._.

(

l b) Plant elevation 100'is defined at the elevation of the floor at or just above design plant grade.

I l

j Nominal elevations are used in the Desien Description to describe the floor location. De top I

I of the nuclear island basemat is at plant elevation 66'-6".

l c) ne containment and its penetrations are designed and constructed to ASME Code Section III, Class MC.(l) d) De containment and its penetrations retain their pressure boundary integrity associated with the design pressure, i

e) ne containment and its penetrations maintain the containment leakage rate less than the maximum allowable leakage rate associated with the peak containment pressure for the design basis accident.

f) ne key dimensions of the nuclear island structures are as defined on Table 3.3 5.

g) ne containment shell greater than 7 feet dove the operating deck provides a heat transfer surface. A free volume exists inside the containment shell above the operating deck.

I

3. s) Walls and floors of the nuclear island buildings as defined on Table 3.3-1 provide shielding during normal operations.

I b) he thicknesses of concrete walls and floors of the nuclear island buildings are defined on Table 3.3-1 except for designed openings or penetrations.

I

4. a) Walls and floors of the annex building as defined on Table 3.3-1 provide shielding during normal operations.

b) he' thicknesses'of concrete Yalls 'nd floors of 6e annexbuildinfare' defined on Table 3.31

~

I a

except for designed openings or penetrations.

1. Caa'*!a_~at isolanon devices are addressed in subsecnon 2.2.1. Comnment System.

3.34.

E8NDM oNTAACSvevea0301wpt060298 L

Certified Design M:,tsri:1 CUILDINGS Revision: 6 Effective: 5/29/98

=

Table 3.3 2 i

Nuclear Island Building Room Boundaries Required to Have Flood Barrier Floors and Walls Between Room Number to Room Number i

Boundary /

Room with Postulated i

Maximum Flood L4 vel (Inches)

Flooding Source Adjacent Room Floor /36 12306 12211 Floor /3 12303 12203/12207 Floor /3 12313 12203/12207 Floor /l 12201/12202/12207 12300 12203/122M/12205 Floor /3 12312 12212 Wall /36 12306 12305 Floor /l 12301/12302/12303 12401 12312/12313 Wall /l 12401 12411/12412 Floor /36 124M 12304 i

Floor /14 12405 12305 Floor /36 12406 12306 Wall /36 12404 12401 Wall /l 12421 12452 Floor /3 12501 12401/12411/12412 Floor /3 12555 12421/12423/12422 Wall /36 12156/12158 12111/12112 UDM 3.3 13 oNTAACsvev6vt0303.wpt:060296

r.

Certified Design Material I

i i

ELEVATION 308'-3' i

.E.FL siE2L

{

l s

'%lR I

'M'EN21RJr rr,- -

I, l

!,.,EW i

i l

)

i i

I i

l 1

i i

i i.

-i I

l l

~E

=

4 i w

j l

j i

ELEV ATION 160'-6*

{

l i

i Illii"M "E"

l i

I !

r =W i

M l

i l#-E!M' ELEVATION 135'-3' I

i 1

i d-L

]! !.

g g

q-----

d i

I

=41.

1me

,,,.y i

gm

! "g j

ig[!

ELEVATION 117'-6*

5 i

i

,y.

o

~

!@. j N.

j h

EN Jia2 ELEVATION 100'-0*

i !-

{" g#~

g j i ELEVATION 100'-O' l

i PLANT DE5]GN GRADE ff l

ausEL PLANT DESIGN GRADE gg'-t

! CN i t.

i U!

il ELEVAT]ON 87-6' f

i*

1 i

'$i i i-T s

1 l l j

.g*

F j

ELEVATION 66'-6" i.....!

i i

i!

i

.ni 6

6 I

p u.1.s-z y

h h

k h

h i

i i

i l

a g_._._._._._._

.__{._._.L._._._._._._._.._._._._._._.._._._._._._._._g k

i i

i L.

i gg i v P

i i

l i

i i

~1

!s q[8.e 4

l !.s i

i

--r lE i i li l

l

--- l,t lili i

i i

i If i

i i

n I

gl

{

l g

+

l i

g_._._._._.y

,g j e

i i

ll jl_I

-.Eli i

g i

. _,., 3._._._._._._._._g lt

{

o m@m l

g f:

Y b d

l i

61 l g_

g

_.9._

_._.m l,',._._._._._.

I

~ sI g

[.

vi

li br'--

li j

n p' %,

_e

=

'l pg.

~~~~

~

r

/.

is s

i

,i.

J

!\\

l,.

l l

-=

11 i

. I-l w

w 2.._._._..Ill t

.._._.a.y.+.,._.-._._._._.---Q.

J.

i l

i

.I.

._I.

l I

l il sjl i

i i

,,_. _. [6_j_._._..._._.[

._._._ _._._._. Q l ti-7 i

i K

! f!

r _a 4

i i

L.ll l..- _. _. _. _..J. _I.._._

i -_._L.-.j. _.. _. _. _. _. _

lI;r}i.

n i

ul i

I h.

i ls I

i, 5t I.

i p

1 lE

=

l I

4 T

I l

._.W.._,._.___._,_..-_,_.--,--._._._._-----M 4._.

[g

)!

i i

l i

l 1

i I!

i i

i O@

O (7ya s:'.> -lo 1

_ _ _ _ _. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J

l1

,!4!q 1I1iii

\\l1'lIl1' I

i1

(

4 r

a n

X i

ls I

ra gl S e

z l

X c

uN

!j i

I!!

.4..i.i.,.i.!s.i!ii.ii

,iiI

=

G N

D I

L I

U B

Y R

M A

I L

',g.'ii j....,.,,/,/ a I

X i

U g

\\s$

A o,

/

3 s

s s'-

X N

G

.l j.1 1.I.4 U

s N

s' I

D s

L I

U B

D L

)

E T

S 6

I E

X H

S W

(

T

=

N I-blj Il,i*!g.i

{g.!i.

Y

_.i..i..!!I i' ! s i. I ! i_

. !lii.s.Ii-7 A

iii.

L I

P I j

{-ljl Ii i 4 1-I i.Ii.I 2

R L

~

O E

~

T C S S

A E E V N

R s

7 s'

X s

s s

s\\'

s a

/,s s,s, s

/[e8 i

'e*e',..iiiii

-aj.g.Ii.!.ij.I.I.I.

2 L

X NA I

0 E

lR R

iE A

5 T

R-CEA O

NS O31 I

RM E

F3 A.R RN D1 U

DEL!lNL ER S

E0 G

E MI DBiiOA CE EF T

IA PIR Nl V

f T

E TEIHRAE R

SE O

YS R

5 PeTCT EE.

M G

p E

S.E E

I EAFERS E C.

F T

N E

N Si ODP25 RF0 N

R0

)

R1E A i n

RNI E A TNE Ol UO P

3. R G TNI TI P

T Y O S 3AIN L 5 CDR E

SIO RR UEOS nE E IP A

P P

A C T

RTC S T

OCA 0PS tL DF TCE E iBO E

E E SIT C uANEN P

SO 0TD A C OT S 1O E

G TO DCA E INL vNN ST N

0 G CNRRSIA. R5I CL RN ISI A Ot lNIAO

=

W S

OT M CST v 0E USS P1S I

j.:.e.i.iej.i.Ii.!i.ij.I.i.I.i ts0LCEN E

NS lRA C

RO 5cD LLEI S

iIVi i* 9A IUI 1#

OME RAEl uEAI HAE F0S ETLm sR RDCSI TTT I

f VSEt EYE FV TE O RL rT S EoO EENA FL M

E e

FR ONR T

T TCM TROMIOP NOO O

N1 2

3 n

I 3

X

\\

7O M.W Is

Re:1. O ABWR oeste centrotoocamenunu1 l

I 1

1.1 Definitions The following definitions apply to terms used in the Design Descriptions and associated ITAAC:

Acceptance Criteria means the performance, physical condition, or analysis results for a structure, system, or component that demonstrates the Design Commitment is met.

Analysis means the calculation, mathematical computation, or engineering or technical evaluation. Engineering or technical evaluations could include, but are not limited to, comparisons with operating experience or design of similar structures, systems, or components.

As-built means the physical properties of the structure, system, or component following the completion ofits installation or construction activities at its final location at the plant site.

)

i Basic Configuration (for a Building)- means the arrangement of the building features

{

(e.g., floors, ceilings, walls, basemat and doorways) and of the structures, systems, or l

components within, as specified in the building Design Description.

Basic Configuration (for a System)- means the functional arrangement of structures, systems, and components specified in the Design Description; and verifications for that system as specified in Section 1.2.

1 Containment means the Primary Containment System, unless explicitly stated j

otherwise.

Design Commitenent means that portion of the Design Description that is verified by ITAAC.

Design Description means that portion of the design that is certified.

Division (for electrical systems / equipment) is the designation applied to a given safety-related system or set of components which are physically, electrically, and functionally independent from other redundant sets of components.

Division (for mechanical systems / equipment) is the designation applied to a specific set of safety-related components within a system.

Inspect or Inspection means visual observations, physical examinations, or review of records based on visual observation or physical examination that compare the structure, system, or component condition to one or more Design Commitments. Examples include walkdowns, configuration checks, measurements of dimensions, and non-destructive examinations.

l Defmitions 1 1'1

R;v. 0 0

Desinn CentrolDocumentmer1 m

1 2.15.10 Reactor Building Design Description The Reactor Building (R/B) is a structure which houses and provides protection and support for the reactor primary systems, the primary containment and much of the plant safety-related equipment. Mgures 2.15.10a through 2.15.100 show the basic configuration and scope of the R/B*.

The R/B is constructed of reinforced concrete and suuctural steel with a steel frame and reinforced concrete roof. The R/B encloses the primary containment. The R/B slabs and fuel pool girders are integrated with the reinforced concrete containment vessel (RCCV). The R/B slabs are supponed by columns, shear walls and beams to carry vertical loads to the basemat and transfer horizontal loads through the RCCV and R/B shear walls to the basemat and R/B foundation. The R/B, together with the RCCV and the reactor pedestal, are supported by a common basemat. Inside the RCCV, the

{

basemat is considered part of the Primary Containment System (PCS); outside the RCCV, the basemat is part of the R/B. The top of the R/B basemat is located 20.2m 0.Sm below the finished grade elevation.

The R/B is divided into three separate divisional areas for mechanical and electrical equipment and four divisional areas for instrumentation racks. Inter divisional boundaries have the following features:

(1) Inter-divisional walls, floors, doors and penetrations, and penetrations in the i

external R/B walls to connecting tunnels, which have three-hour fire rating.

(2) Watertight doors in the basement to prevent flooding in one division from propagating te other dhisions.

(3) Divisional walls in the basement are 0.6 meters thick or greater.

Watertight doors on Emergency Core Cooling System rooms have open/close sensors with status indication and alarms in the main control room.

The R/B flooding that results from component failures in any of the R/B di isions does not prevent safe shutdown of the reactor. The basement floor is the collection location point for floods. The building configuration at this elevation is such that even for a flooding event involving release of either the suppression pool or the condensate storage tank (CST) water into the R/B, no more than one division of safety-related equipment is affected. Except for the basement area, safety-related electrical, instrumentation and control equipment is located at least 20 cm above the floor surface.

The overall buildmg dimensions provided in Egures 2.15.10a through 2.15.10o are provided for information only and are not intended to be part of the certified ABWR information.

Reactor Building 2 15 10'1

ADWR R1v. O Desinn ControlDocwnent/ Tier 1

~~l ee Qee e8 1300 mm-* +- -*

10500 mm e-

-+

8000mm e-

-m.

8500 mm e-e-1300 mm IMSL 49700 mm 8000 mm e-10500 mm e-E'

_TMSL 3e200 mm

~

m

.J alp E' COOLER

_TMSL $1700 mm RtP 1

4F (B)l COOLER u

p-JMSL 77?oo mm FMCRD SGTS

~l 2

y [

(A) i

_TMSL 23500 mm FMCRD 3F_

c i_,_

p

_TMSL 18100 mm 7

m j

2F MStV!SRV i MAPR M E E'J JMSL 12300mm AREA

~

1F TMSL 12000 mm GL u

M M# **

ai RIP mSL 4800 mm 01F PANEL RIP u

PANEL

_TMSt -1700 mm cow !

82F y

Ljk l

TMSL -8200 mm cuw

,1 B3F i

Reic

_ y j _

, _s 8_

O!

L-

-t 1__

Figure 2.15.10b Reactor Building Arrangement-Section B B v

+

\\

2.15.10-4 Reactor Building

Rev.9 ABWR onaira coneetoocameauner1 i

i I

1 l

^h S0 54000 mrr.

1300 m--o-

-10500 mm+

-+

8000 mm e-1300 e

+

3g

-m-8500 mm 8000 mm

+-

410500 mrn*

t l

NOTE 1 Q"

1 sr w

y+

9500 mm

<n c=>

g

{3 X E

ECIIE, g

.?.L 10500 mm l,

57000 mm Pneas u

l mates ll 25m 2+

i

.m =

~

8 8

cxaSste oASsie ib o3 i@

p i

m-

-~

-,,l' CIASSIE C1ASSIE l

l w

8000 mm N57FUANT f6TRAENT y l l

WE WE l

2 i

g i n.

Ib c -

i i

exue, a l g

4 P

4

,Czessis.

i,CtASsis.

180-A NOTE 1: Watertight doors to be provided in access corridor to prevent flood water external to the Reactor Building from entering the Reactor Building.

y

()

l Figure 2.15.10h Reactor Building Arrangement, Floor B1F-Elevation 4800 mm 2.15.10-10 Reactor Building

n Syst m 80 +

Desian controt Document 1.1 DEFINITIONS i

The following definitions apply to terms used in the Design Descriptions and associated inspections, tests, analyses, and acceptance criteria (ITAAC):

Acceptance Criteria means the performance, physical condition, or analysis result for a structure, system, or component that demonstrates the Design Commitment is met.

Analysis means a calculation, mathematical computation, or engineering or technical evaluation.

Engineering or technical evaluations could include, but are not limited to, comparisons with operating experience or design of similar structures, systems, or components.

As-built means the physical propenies of a stntwe, system, or component following the completion of its installation or construction activities at its final location at the plant site.

Basic Configuration (for a Building) means the arrangement of building features (e.g., floors, ceilings, walls, basemat, and doorways) and of the structures, systems or components within, as specified in the building Design Description.

Basic Configuration (for a System) means the functional arrangement of structures, systems, or components specified in the Design Description and the verifications for that system specified in Section 1.2.

Design Casamitment means that ponion of the Design Description that is verified by ITAAC.

1 Design Description means that ponion of the design that is cenified.

l Division (for electrical systems or equipment) is the designation applied to a given safety-related system j

or set of cotymnts which are physically, electrically, and functionally independent from other redundant sets of components.

Division (for mechanical systems or equipment) is the designation applied to a specific set of safety-related components within a system.

Inspect or laspection mean visual observations, physical examinations, or reviews of records based on visual observation or physical exammation that compare the structure, system, or component condition to one or more Design Commitments. Examples include walkdowns, configuration checks, measurements of dimensions, or non-destructive examinations.

Test means the actuation, operation, or establishment of specified conditions to evaluate the performance or integrity of as-built structures, systems, or components, unless explicitly stated otherwise.

Type Test means a test on one or more sample components of the same type and manufacturer to qualify other components of that same type and manufacturer. A Type Test is not necessarily a test of the as-built structures, systems, or components.

l cwnw onese seneuw

% 1.12 l

Sv?t m 80+

Design CrntrolDocument

]

2.0 System and Structure Based Design Descriptions and ITAAC 2.1 Design of Structures, Components, Equipment, and Systems 2.1.1 Nuclear Island Structures Design Description The Nuclear Island (NI) Structures house, protect, and support plant equipment and provide personnel and equipment access, suppon for systems and components under operating loads, radiation shielding, structural components to withstand loads due to design basis external and internal events, physical separation between Divisions of safety-related equipment, and barriers to minimize or prevent the release of radioactive materials.

The Basic Configuration of the NI Structures is as shown on Figures 2.1.1-1 through 2.1.1-12.1.2 The NI Structures are safety-related.

The NI Structures consist of the Reactor Building (RB) and the Nuclear Annex (NA). The RB and NA I

are further sub-divided into structures, buildings and areas. The RB and NA are structurally integrated

]

on a common basemat which is embedded below the finished plant grade level. The top of the nuclear island basemat is located 40.75 ft. i 1.0 ft. below the finished grade elevation.

The RB is a reinforced concrete and structural steel structure, which consists of the Shield Building (SB),

the RB Subsphere, the Containment, and the Containment Internal Structures. The SB is composed of a reinforced concrete right cylinder with a hemispherical dome which encloses the Containment and is structurally connected to the NA. The area between the SB and the Containment is the RB Annulus. The RB Subsphere is located below the RB Annulus area and the Containment and is divided by a Divisional wall. Within the RB Subsphere, each Division is funher divided, such that the RB Subsphere is separated into quadrants. The structural components of the RB Subsphere are structurally connected to the SB and suppon the Containment and Containment Internal Structures.

The Containment is a spherical welded steel structure supported by embedding a lower segment between the Containment Internal Structures concrete and the Reactor Building Subsphere concrete. There is no structural connection between the free-standing portion of the containment and adjacent structures other than penetrations and their suppons. Shear bars are welded to the containment vessel in the embedded region to provide restraint against sliding. The Containment retains its integrity at the pressure and temperature co'iditions associated with the most limiting Design Basis Accident without exceeding the design leakage rate to the SB. Access to the Containment is provided through personnel air locks and

. an equipment hatch. Penetrations are also provided for electrical and mechanical components and for the transport of nuclear fuel.

3 The location of the NI Structures relative to the Turbine Building, the Component Cooling Water System Heat Exchanger Structures, the Diesel Fuel Storage Structures, and the Radwaste Building is described in Sections 2.1.2, 2.1.3, 2.1.4, and 2.1.5, respectively, j

l i

~

2 The building dimensions and elevations provioed in Figures 2.1.1-1 through 2.1.1 12 are provided for information only and are not pan of the cenified design information.

cuaned Denien nennenlos rose 2. r.1 j

Srtem 80+

Design contert Docurr. g i

l

-lr iid l

l

! i i!

l Ig +,

k

,...,a a

S.-

n l

.s lll1 5

8 8

si n!

n i

s.

Yt lC bil I

N 7

i

\\

=

i j

r i

lir F

y i

t I

w

/,

s IF-~

[7is!_

w hl lL J' g

I, i

kg _.

I i i I

I I

I I! i i i

i Nuclear Island Structures Section B B Figure 2.1.1-2 Certrned Desspn Material

!*9e 2.15

Syst m 80+

orign crntr 10 cument O

llq E is l

I I

l !.j[

l

'.5 8

5 e

e t

5

.c E

g-.-.

E = B!E i

wl-h

=C sc

o; t

1 O

O O O F

ll I

ll l

~,

O O

C "1 hi

{ *,l ! O l

C l

D O

O l L' I

l

~

0 pf lg

~

3 Ti g

g s

1 s

n a

S l_

a.k c

l p

L s

$lE y

/...*.

!. g f

b, l

Ei

'8d l

=1l d

.-s p

~

E E

g I

E I

M 8

8

?_ _ _

m

=

I h

I

~

c i

{

W g

l I

h

(

I.n-

"h!

!!r l1

!!=r l=!

s !

=!

i s

l.

i a

e-i w~s i

o a

p i

/%:

'J:

e-sm p

D C y

O3 j

lEMM lN70 M

OO O

P m

i90 s.

I I

l

=

, ='l l

[fli l

i j

n

~j O

er O

l 0

0 CD r

ti a

t d

a

~

l[tr-13 yl 6

+

,l lw j

6 l

~

I 6 3 es.

1 Nuclear Island Structures Plan at Level 1 Figure 2.1.1-3 l

l Certihed Desigrr Meterial Page 2.1-6

la i re taM 1

re iT 006PA e

h t

n i

serug e

if us g

s n

i I

d l

e iu h

b t

e f

h o

t f

t o

n e

e s

m U

e ta t

S M :: $ a N

sya le d

yra s

d s

e e

e l

r b

c e

a en i

d f

n i

i r

u s

e n

v o

t t

o n

d s

C a

n d

a a

lp e

c e

l e

i B

h a

f i

t c

i r f

e e

o o

p t

T i

s r

e f

e C

l i

b l

a e

i e

o c

t n

r h

t a

e d

t t

r e

p a

o e

e f

M n

c g

c n

C A

A i

1 d

r n

A C

e b

T A

i A

I i

e r

T T

r o

I a

f f

e s

a o

n h

i o

r t

e s

i "s

t t

t i

p r

s c

i C

a r

e c

p p

s e

e c

s D

n o

A t

a n

e tp r

t g

e u

n i s c

l i

a e

c a

t D

A F

rop m

I

WORR OM l

O a

i T

r s

e n

ta Y

o i

M A

a t

D te 1

O rp T

r r

e e

d tn e

i i

n s

T i

i f

r e

m d

o d

f y

na l r s

a s

e e

g l

v c

n i

it d

d c

n n

e a

a t

j c

s b

r if e

O d

ic n

e u

e p

s s

s i

u e

m o

b d

h t

i s

o g

u v

n M

A itse W

no i

tcep sn i

ro f

tne ic iffus C

s i

A n

n A

o o

i i

t T

t p

a i

I r

t c

n g

s e

i e

r n

D o

i r

d n

o l

g f

i i

u s

d e

B D

de e

o e

e t

h n

t h

n y

l i

c n

a s

o e

lb r

r a

a p

t p

d es A

n r

a ug t

e i

x f

s e

t g

u f

n o

i o

d h

l e

g i

s u

n U

B itse W

l!I l1lIi lI s

Oe{ L ge'1.o3 E;,e g

C t,

t EF ZOW j

!1

@{ts" m 1

r

$llflie" gym i

no itialla dWy a

e R gN s

s s

in/

e e

o o

e s

e e

e de Y

Y Y

Y N

N Y

Y Y

l b i V acI ci ih lpS p

A hcn i

e a

d e I

W ts s

m dn g

me r

se m me n

s t

h c

c i

e d

n n

e s

l k

c tsl i

i i

lp<ic 1

i i

t t

1 c

a "D

"6 2

h

6 6

0 0

0 aa 3

0 3

6 0

"6 6

u

+

B T

2 2

3 3

3' -

i pc i

n e n 2

1 l

3 2

2 5

2 2

x e

- r o s

t t

e e

sa *6 ed n

rc c rb n

n

eb A

o 6 vi d

I o

a r

C t

i n

e h

a t

g v

. e s

3 r e

1 n

n

h 3 w d

t 'g 3

3 W

W D

D 3

i e

W W

3 3 e e

t D

0 3

3 3

l an 5

5 1

6 0

9 5

0 8

5 5

3 W

5 h d i

3 3

4 4

5 8

0 a

s u

v a 3

1 2

2 2

2 3

e 0

1 1

8 o

lp 3

gr te eR n

1 3

3 3

1 2

1 ug a

)B l

1 E

o o

o 3

o o

o w

n r

t t

t o

t to o

o t

t d leo h

o t

n n i

W D

D D

t t l e

o t

t t

D W

7 o

bt W

W D

1 6

0 6

9 3

W W

W D

5 1 e c

a a a 0

a 0

3. b 0

f cl 0

4 4

5 7

8 6

0 6

6 8

3 6

( s licv 4

7 1

2 2

2 6

1 6

6 9

1 6

10 e

9 8

s I

l 3l le pE m

m m

m 7

m n

m m

ew ts la e

1 s

r p

r o

o m

o n

o o

o 8

o e

w o

o o

r e

3 a A

r r

r 0

r r

r ur e

F F

3 F

F F

F go e

F i ht 3l i

c u

te se l

nx d

bN oe lc u

a dr Tr e o n

s f

o d

i e

f i

lut o

n p

s c e s

L inc la e

x s

n d e,s. s s

n n

s e

e u

ah r r n

t c ok k

e d noc c

C ieil i f

h f I i

it h te h

le et 2

n e

T b

l N

lb N

b b

N b

lb I

J J

i o oc t

a le le e

le e

2 2

e e

e N

d f f b

2 I

r l

ic o

o a

a a

n a

a a

N N

K e

t J

o o

ees n l

lp lic ic ic ie ic i

lic ic t

c a

lp lp lp lp lp p

lp t-mn o t

t r

o o

o 2

2 o

a W

l l

- o c p

p p

t t

s.itah A

r p

p p

p K

e e

I I

I l

I J

J n

f A

A A

A A_

n m

m m

m r

ioaev t,

n o

e t

t t

ta s

t o

o o

r r

vn lee n

N N

N F

F F

F eol l i alu o

let nm i

t umm ci t

i n

r n

at o s

i lpn nal f

la la n ch t l

r oe u e

n r

l d

D i

o a

o o

W W

s r

r aat c o

e u tp a

l ser r a.

o t

a J.

evas i

l r

m c

k F

ina t

d s

l hsf c

i e

g s

s r

/

no r

le i

a-D y

m n

M ne tot e

n m

m mi r

a a n

a d

i ly ly n

W l

l la l

l l

ck er lu vp n

r e

i r

C C

~ e o

a ts a

n la l

l l

o.l e e

t ly ia l

l l

l i

ts t

g a

a a

a c

C a

a i

w w

lbt b a c

a eiet s

e t

a g

c m

m f

d hl S

s r

c f

in g

a e

e f

l i

ld im te ah n

e o

l I

I 2

2 2

2 3

3 a l c t i

o u

cl o ;,

d i

g f

x t

R B

n n

i n

n n

lip w pll n

o E

l e

e e

e ais a

n l

l L

i o

o u

iu R

R k

k k

y U

U L

U U

U ll l

la B

B p

pa a

s n

n n

r aeaw W

la h%.

w n

n a

a a

a n

n n

n s

w d

d m

n l

T T

T l

m m

hhho a

eeer t

t l

u is ic il l

u u

u E

N w ie ie l

e o

C C

C n

lo l

lu lo lo lo lu u

TTTF s

r n

n S

S S

t l

a o

h h

o o

o S

S C

T C

P P

P A

C C

1.234...

l l

l lI l

I l

l I

l l

lIll d

k

$J:

s 9Ng M"

h

=CL Oe(Lj EP.g -

mCF0EOU g

l 3

ll 2*g $- m I

ej U5eGC

- n3 5D no i n t

ia a dW) a o

R gN s

s s

o o

e e

o o

e e

l in/s e

e d e Y

Y Y

Y N

N Y

Y Y

Y N

N Y

b iY acl kih ipS p

A hcn i

)

I 1

h s

(g

's t

e n

s i

i w

c i

e n

d n

es i

4 4

4 tsr l

k e

2 h

"4 7 4

- 0 4

4 2

2 2'

2

2 2

2 lef 2

7

"'4 4

4 4

pn 6

1 iu k

0 B

T 3

T 9

7 4

4

0 0

e f

+

eti s

x e

t s i

s e

t e

e n

r 8

c

/

n n

5 A

o k

C o

t d

c n

a a

. e s

r 3 r e g

e 1 h T

T T

n n3' D

D W

3 T

3 w i

d teEe 3 e 5

i an 7

W 7

F 3

3 3

T t g 5

5 3

8 8

8 5

5 3

3 5

5 3

3 5

h d l

3 1

1 1

15 1

1 3

ga es 5

5 5

5 u

va r

3 8

8 8

3 3

o ug s

eR 8

9 9

9 1

1 1

1 o

o t

t t

ht le c

1 o

o o

o ir B

D t

t o

r w

n o

t t

t o

o o

o e

d t

F W

0 T 7

5 F

D e

% t F

D 7 7 7

U D

D 3

3 n

1 a

37 7

7 8

3 3

b t

3. b 1

a a

f s

e 7

8 8

8 9

9 9

9 1

10 0

0 0

1 1

1 8

3l le 1

1 l

0 0

7 v

1 3

3 3

8 8

0 8

l s

3I

/l 1

5 E

m m

m n

m m

n m

m1 m

m m

m s la ts e

3 ew r

r o

o od o

o o

o r

r r

o o

o r n r

r r

r ur e

ea A

r r

n r

e F

F F

F Fa F

F F

F bl igo h

l a c Fe t

ir se Tu nxt d

oe lc N

7 N

N 7

t o i u

r e

e e

e s

e e

n e

n r

i i

i l

i i

ut o

n n

n in n

f f

n n

l l

d s

o e

l l

l n

p n

n n

n lce s

s L

m m

inc l

i a

e u

u lu u

x s

n lo lo o

l l

lu u

u u

d e,s. s o

o o

lo l

N n

s o

se m

c c

e c

c c

c ah r n n

u h

h h

h e

c ok c

C w

w w

t h

t i

dnoc o

t h

h t

w t

w in ih e.

k l

i i

l f I t

n t

ieil i f

h T

ble te l

w w

le l

le m

w n

t et i

l l

le l

le ia l

e le le le le le lu lb a

e e s m

l h

im lle l

la l

r r

b b

o b

i o o u

a le l

t m

e t

s a

l e

le d

f f a

r a

a r

k e

r a

r r

a a

l a

a a

c p

p p

i p

c l

ip la l

la l

l la l

l lp lp lp lp lp lp l

p p

l l

l ic ic ic i

ic ic a

ic r

p o

l a

mn a

l l

l w

w w

t ic lp ie o

s W

a a

p p

m a

tah A

w w

w A

A A

A lale o k v t,

a A

f o e i

o W

S W

S S.

W S

W t

t M

t t

t tat s

t t

o o

o a

o o

vn lee r

n E

N E

N N

E N

N N

N F

N N

al eolcia e

o r

let i

n i

u t

tn um t

r i

c at o e n

u r

t n

g lpn nla t

s i

r e

n e

l r

n cht t n

r f

t le la t

n e

i d oe u m

e n

S s

l r

ri o

r tor m

t e

D i

la e

la

o c

o s

l l

a

o.

u aa n

u a

as r

l n

r s e u t

W l

r f

e e

s er t r lp n

V W

ty la l

W m

n

-. o s

e ee n

ina ep n

r evas D

em it i

W u

r l

l e

nr sf e

e o

y l

a g

gf m

m ik tn p

lnso l

h no w

t I

a v

a ity la g

s ta n e

t v

n c

W W

a e

r na m

n ms t

ei r W

r i

a C

v r

e r

o n

r t

taa

.l g

a o

e C

ty ty ty a

r

.l e

i n

i R o C

a us vp y

e a

sa e

ce ia e

lonl e n

l i

r z

g e

e a w e

nR l

s l

i i

t i

ts ts w

u i

ina tn ts ck er s

v v

e f

e v

a i

a r

r k

e tt lu eT s

s u

a v

t s

e a

tsh s

s f o ok C

C a

C e

e s

t c

C e

t s

s s

eie s

e c n a

lbt b t s

etu e

r s

ots e

e V

s S

B wD hl a e

a g

w wo r

p r

lae i

e g

e l r V

nt e

a ah t

o i

in n

w r

V g

s p

eC t

r l

l g

i o ;.

f t l

f p

f icl ct n

f /.o;t f

o f

r t

b r

t o

e u

i l

f f e l

n wta og o ;.

l eis l R o

c o

n e

e on

. n o

l o

w l

o la aeaw u

l a

l p w pll e

l lad c

a R

R R

e R

w l

m l

. e l

l l

t e

f l

~

l e

l m

l t

u f

l l r r

pa u

e a

a

. m l

w la en wt n

a e

c f

e a

s a

n Wa a

a ag a

e R

a e

f wr w

w w

i r

h w

t

t s

W e

r s

eeer i

a a

a d y R

R hhho

.p h

hl t p h

h h

t t

t e

ts e 3

t lei s

t t

t o

a of et tu TTTF s

e s

t t

3 s

t t

s t

.m e

r t

t s

t n

v r

e o

a o

o em r u r

u u

r s

o i a o

a o

m C

SC W

N E

W N

E S

S m Wc N

o W

N E

Nr Ww S

s

.234.

h o

e c

1 l

l l

l lI ll llI I

l l

Il II II lll

]

a n

tYo 5h "S@g o

gfghGj&8Um l

so u

l c

8

~

I!

i

,j.

.t 7

4Ij l!6 a

, di jl i

t e

9 9@@

e 9

l9 l

i g. _........ p,,,.

_ _ _ _ _ _ _ _ _ _ _.,..._......._ g 4

i t

i 5

' i

..i i

..p i

i

_..........._..g i

l t

i

- I i

i i

Q _............_....

?

t

4~

= - -e

~~*~=.=.g

%e i i j

p 8)

F I

E QV

_ _ _ _ _ _.jL. _... _........g l1 e

g t

LI I L a rh a q.,.

u-l

.... 4._'_

g 3;

io

_, l..,_..._.........e i

i 8

J g

i s ;g Ig

'Ig

. kr.m.'i.',...............g i

l l

%7 ii lg

.j-I l

a u!

l.

j 11 p

i

-es

_.____.._____.g,. q,............._ g (3 !

! ':---9 e

i i

g 8Il I

l !>(,

s t,w( _._.,[i] l l......... e t

i

+

\\/

y i

I gn.=._._.w

.._._..e t

77

i N

3 _!_ _ _ _._ _ Y. I _ _ _ _ j,!

jr s

. _ _... g e

e6 o

e 6

$b L___-._____

1 re i

T fo t

r ap e

b o

t deen se nug if gn id l

iu b

e h

t o

d tne txe ta h

w oT 4

O O

EI SI HS T

I I

S DP S

NT U NR I

TY I

F C NR EOSL AC EO C

S NG N TD A YE I

R R

LD OE E

EE N

S PT R AP HN O N MA E

TE G

E OC FT(.G NI R

C C R N EO S

N",

O E U

D M R EI C

I I

O2 TD G

N S E

1 I

AI O R T E

E F AIPN R H F

T S,S D

RO ID D C T R

I R

MT E

EO D NS C EO O

TN AE E

C I

L S

V D S N

F YE O Y E A S

SR S

R LN I

S

,A G

P NGE RR EE E

S N

OI R FT E

S T

E S I

R E N

R 5 E U ).

E A A3.DGS R

O U R E

E M

I N

T U P

3EFI A

S L

C G O

EE HFP S

I R

I UF S

NLTOP A

A E

5 R

S I

E E

L BR N DI S

C T A O OO E T T

.V S E C

U T I S D E L TL E

GH A

S H

OD A I

R NT RT G NI AA VT O

T E N A RT" O

L I

ON WN A

F E E R O TRS P

I 1

O CS AV D

1 3.APN T

I LD T R RO S

VT L

R LE RAEI R

3MEI I

I I

E OT E TLN U

S H A E1 TI P

I FC VSEU B L NV T

T EP EB RI I

O RT E

HE HAI FR OO 0

TD TTTOP NN 0

6 P

2 3

1 A

l 1

Ca e a e

p ot

&rla r

I c s h o o

t

( os m n

m t

ee a e lomh r

h r ts o

r et t

a yd t

t ea n sf s nd e l

nr oyo r

,a e ouc s s

d u e

t e

,i g e cd evr s vf i

d unhi umo t

r ut at at r e l

s f c c e ph t

c noius y s,t nl o d rt ai c ns s eto i

r t

ii

,r 2 e a g t

t l

s ug nt o oie gn n

ne el n uri s

og i

b uf n

,mt n

i n e t

ua r s c ei t

a o

c mr va a uh t

e t

r is S at e f

r r s s

t e

ngnl eos np i

e i

r f o v

a r

i r u s n

i pod o

sd o e gi o

r n

F hi h s ei f

t et p l

t P

oa s

c t

t n

.f en i

ii upr pon oh obt e c l

i a

rt os

,t rd e ii i

s c cit at r

c yl t

sd t

s na el e a e

e ur pi r e

t t

t n

n df t

s s c ug l l i

e na ual ai bi pi uis l

gt t

G l

t xab r e i

n n

t i

d e el e e p s-s ta a s s a e

s d

r ed eh 5

e e r e r e r

e p n pf oh h t i

t v

h e e ei

,t n

t r gr c e mi e

s epr e

s yr opa a od R

r e a e s l

r e sh uf s mhl u

s a

s s

c s

g a

t yu c

o s

,i 1

s nyest r i

c F

r a al na s

e a l

vi l

f a

mn op d d r

R ur Ui y

e o

go s n

s t

E oi e

nI a s t

n f

n c umm.m n

nr e

I o

e of e o T

i t

.i f uhi gei s s t t

t t

c a a

bTaf t i d nn n t

t s

0 e

y t

y

,e e ul 0

r y

n

,s s nnnf e p

ns e meipp ooo s

6 r

a es yr eeh r

t t

e e

mur P

mmf v a

e t t t

g ps c

A n

n i e yf o ooad I

I f r s ol c c s a

o t

s n l

b n

s eI t

s a

e s

a a o

.h t

a t

t n

r o

ps e

t o

os n

o n eh pa r ot i

t e

pi a t

md h

s t

n p

edT e v i

i s i

o ed n s

ood r u a u

t r

n ul g

c nC oP d a t

h a n oA gl n

e n

ei naA n af i

i i

f t

ri o w

ge rT iedi t

t s nop ne eI o

ibd ee WGmi r

c l

d i

c t

si l

l onf e s o

i u noc e1 b e i

f b

c e v1 d d

e p

o n

e yve l

s h

nau b n ug ahd a a ooi s

t we i

t yt h s 1

c d

r f at a hi n e s i

e nt wr oS ee t

o rh d

e s t

i n ut i

d el,e pi g n

s i rl l

u b

R o "s i

i f i n

f gwa O

h e6dl f

o af eT t

i ir e a t

c s

s a

wunbi r

6 u goie r

f e

i f

h n on i

t nFi s c a ohi o

s s

f ve m t

a i

ge i

i c o ed t

t d s nr sua n

R s

ei 1

i vt n

s t

t s e s an u oe er e

eRe ei j

r e a

nih ui Wf h

u t

m oa gT t

t qe t

ct ni ehd a e e

f e r

t r o s

nh r n

t p

eb s na d

rsh k

ai dl r e et o i

s h

Cd u ot o nd t

t d

a eeAa o n n o e u u A n, w y "I sd r

e e

l s

ol Tos eeh ne od e

vh u

h cI t

i i i t

r i

t t

gn s

t na c au a

o n

i n

yomo r

g nf i

i f e h

yi i

i ri t r c ts cbf edi o t

g ef el e e

i od f e t

n Ws peh Amd nr l

a sd t ai a itse

)

)2 1

W

O S

S 5 SI E

G3 E

T I

S N3 C

DP I

I R

TY I

N NR U

NR LD E

AC IN R N.

EO E

S G

N G C A EO YE I

OE 1

FI LD T

N F

PT S, 3 E P O N MA R

RI G

3 R

OC O

R NI O

C C O S R C O S E

O S E

L I

IM F L N.

FE TD F.

D B O D D C

N E

S S

AI AI E

S,T T EN R H E

E LLNIP DG T

S,S I

T MT AIR VS R

I I D

O EO W DC OE EO N

TN (ES RD C L D E P

N S

S E

E A YE E U D EH RR I

6 SR S

,A G

R V

S~

N U LN RT EE C G A

FT T

ES NI F

E A I

E R E N

AIS S O R

T U P

F E E N

M R

E E

R U

OT A

d C G O

R D IR 1

GAE T A R

S I

e UF S

N TH AP A E s

R S

I V

E E

DA T T

DI o

T E

T S

C LHN L O E

p S E C

ITI o

GH A

S U

EN DEH I

rP NT RT B T) E GE VT D

L NR O

I ON EA D IA R O WN A

F O

T E SM U D

P 1

O CS AV OE L L D T

I LD T R S

VT HS C IN R

LE RAEI TA U A H A R

I I

E OT E TLN B N I

B Y T P I

FC VSEU Y

T EP LDE EL RT I

HE NNR HN OO 0

TD OAA TO NN 06 4

P 2

3 3-1 A

l l

l I

r Ca e a s

e o

pl ot n

&r a

c s h oo el I

t na( os m np r

t ee a e m o ulomh h r t

o et r et t

a s

c yd c

d u n sf s nd t

t e

ur rd oyo s

a e l

t c s c s s

d un n

nl e

ga e

,i ad evr s vi o

i f

r nhi umo s

t i

3 s

e at at e r e f c c ph m dn n oius t

i e

e v

n go d r y s,t t

t os o

a c ns s et y i

,t i i a

,r s

r 2 mt g t

t l s ug P

na n o oie gn s, n r e n uri l

i e

o b uf n r o gmt l

i t

a ne t

i ci uar s c ei ut a

a r

ed r v aa uh p

t t

t r t r ci t

e u r e

S s e sf la nl e os npr c n

n ni r sf ns e e

o t

s r

e or u

isi o e gipod o d

G ntcF hi h s ei e h n f

et pt t

t o n t

s c

g t

u

.f en i

ii uprfi 6

pf n oh ob t

e c o s i

s e

i os ir ait

,t rd at e sd v

c t

c yl sd n t

s t a el e a e o

e e

e nr t

d et pi r nih R

t t

s s c ugt t

l l s

c i

ne ual aibi pi uis n n d

grl t

i l

t xab r e u pi n t

i dfs e

s el e e p s-ta e

s er a s s a edl o

ye ed eh nb d

r r e r e a

p e a n pi oh h t

at f

t h me ei

,t n

o

, mis t

gr c e e

e r

s s.

epr e

s e r opa a od rh t

P r

er e s l

r e u sh uf s t h u

s uhl a

s agt s

c s at g

s yuei cio y e s,i 1

t r cfw i

f n r a F

al na s

l a

vi e

l f

a mn op d d e R

h r Ui y

e c o

To s

t n

E s

n t

o e

nI as n c a n

umm.m n

nr e

ofed I

o i

t s o T

f r i

t uei gei s st t t c a o a

r t i t d b

af s nnn c

t u

0 e

yc y,ee ul t

ygn a

s s nnnf e 0

r i

p nf e meippt ooo s

6 r

e yr n a

seeh ei t

e mr P

mmf v e a

r t

t e

ops c

t A

n n m e yfol c c s a a o ooad r I

I r s l

I l

l M

l.

o 6

Certified Design Mat:rlal BUILDINGS Revision: 6 nN Effective: 5/29/98 E

1,,,,

3.3 Buildings Design Description i

The nuclear island structures include the containment (the steel contain containment intemal structure) and the shield and auxiliary buildings. He containment, auxiliary buildings are structurally integrated on a common basemat which is embedde finisned plant grade level. De containment vessel is a cylindrical welded steel ve upper and lower heads, supported by embedding a lower segment between the containm structures concrete and the basemat concrete. The containment intemal with structural modules used for some walls and floors. he shield building is reinforce end, in conjunction with the intemal structures of the containment building, provide reactor coolant system and the other radioactive systems and components housed in the I

ne shield building roofis a reinforced concrete structure containing an integral, s I

containment coo'ing water storage tank. The auxihary building is reinforced concrete safety-related mechanical and electrical equipment located outside the containment and sh buildings.

De portion of the annex building adjacent to the nuclear island is a structural steel and concrete seismic Category II structure and houses the technical support center, non 1E electric equipment, and hot machine shop.

The radwaste building is a stee! framed structure and houses the low level waste pro storage.

He turbine building is a non-safety related structure that houses the main turbine genera power conversion cycle equipment and auxiliaries. Here is no safety-related equipment in the building. He turbine building is located on a separate foundation. The turbine building I

adjacent to the nuclear island structures.

We diesel generator building is a non safety related structure that houses the two stand engine powered generators and the power conversion cycle equipment and auxiliaries. Here safety-related equipment in the diesel generator building. The diesel generator building is i

separate foundation at a distance from the nuclear island structures, De plant gas system (PGS) provides hydrogen, carbon dioxide, and nitrogen gases to t systems as required. He component locations of the PGS are located either in the turbine the yard areas.

1. He physical arrangement of 'he nuclear island structures, the annex building, the radwaste building, the turbine building, and the diesel generator building is as described in the Description of this Section 3.3. ped' %ps,v Qurss J. 3-/

3, M '

I 2.

a) ne nuclear island structures, including the critical sections listed ir Table 3.3-7, are seismic/

Category I and are designed and constructed to withstand design basis loads, which M IIEh0088 3.3-1 c:VTAACSVMNt0303.wpf;o6029d

ey-Ca e a s

o pl ot n

&r a

a c s h

oo el npw I

t n a( os m r

t m

o ee a e ulomh r

t h

ed&-

o et r s

a ct et t

c yd d u n sf s nd t

u r oyo r

s

,a e l

t un c s c s s

d n

nl e

ga e

,i ad evr s o

vf i

i r nhi umo s,

i 3

t s

e at at r

e e

ma i

d n f c c e ph t

e n oiu e

s os%

v n go d r y s,t t

t o

a cns s i

yq et t

ii a

r r

2 mt g t

s t l s ug P

na n o oie gn s, n

%1 r e n uri l

i e

o b uf n r o gmt l

a ne t

i ici ua r s c ei a

t a ut r

ed r va a uh p

t t t

r t r ci e

Sl s e sf eu r t

a nl e os npr c n

n ni r sf ns e e

o t

s r

e or u

isi o e gipod o d

G ntcF hi h s ei e h n f

t et pt t

o n t

c s

g

.f e n i

uiiprfi t

u 6

pf n oh ob t

e c o s i

s e

i os

,t rd i

at e sd r ait v

c t

c yl t sd n s t a

e e nr el ea e

n t

e o

r nih d et pi R

t x a Tu i s nn% w t

s s cl ugt t

l s

c ne uai aibi l

d grl pi i

t r

l t

e u pi n dfs@

t 3

i e

s el e e p s-ta e

s e r as s'a edl o

ye ed eh d

r nb r e r e p

ea n pf oi h a

t at i

l t h me ei

,i n

a o

gr c e f, m i s t

e e

r s

epr rh s

opa a od e

s e r

P t

e u r

e r e s l

r u

s uhl sh uTss t h a

s o

at a gt s

c g

cio s

,i yu ei 1

f nyes i

t r cfw F

al na s

, u r a l

a e

vi l

f a

mn op d d e R

_t h r Ui y

e c o

To s

t n

E s

n s t o

e nI ra i

n c a n

n nr e

nofed I

o umm.rif w

i t

s o T

r ueigei s

t t

T c a o a

r t i t t

d nn b

af s c

nyc u

t 0

e t

y

,e e ul ygn

w a

s s nnnf e 0

r i

p nf e meippt ooo s

6 r

yr n a

s e

mreeeh t

ei P

ammf r t t e

g c

v e t

ops A

n nmr yf o ooad r e

s ol c s a a

(

I I

l I

l l

y[8b

ML20249A724

Text

SUBJECT:

=41.

Navigation menu

Search