2015/12/01 vogtle col docs - public presentation lar-30 ... · 1 vogtle pemails from: hoellman,...

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1 Vogtle PEmails From: Hoellman, Jordan Sent: Tuesday, December 01, 2015 10:14 AM To: Vogtle PEmails Subject: Public Presentation LAR-30 Wall 11 Design Changes for 12/3/2015 Meeting Attachments: 2015-12-03 Presentation LAR-30 Wall 11 Design Chgs (Non-Proprietary).pdf Jordan Hoellman Project Manager NRO / DNRL / LB4 U.S. Nuclear Regulatory Commission office: TWFN 6-F33 phone: (301) 415-5481 email: [email protected]

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Page 1: 2015/12/01 Vogtle COL Docs - Public Presentation LAR-30 ... · 1 Vogtle PEmails From: Hoellman, Jordan Sent: Tuesday, December 01, 2015 10:14 AM To: Vogtle PEmails Subject: Public

1

Vogtle PEmails

From: Hoellman, JordanSent: Tuesday, December 01, 2015 10:14 AMTo: Vogtle PEmailsSubject: Public Presentation LAR-30 Wall 11 Design Changes for 12/3/2015 MeetingAttachments: 2015-12-03 Presentation LAR-30 Wall 11 Design Chgs (Non-Proprietary).pdf

Jordan Hoellman Project Manager NRO / DNRL / LB4 U.S. Nuclear Regulatory Commission office: TWFN 6-F33 phone: (301) 415-5481 email: [email protected]

Page 2: 2015/12/01 Vogtle COL Docs - Public Presentation LAR-30 ... · 1 Vogtle PEmails From: Hoellman, Jordan Sent: Tuesday, December 01, 2015 10:14 AM To: Vogtle PEmails Subject: Public

Hearing Identifier: Vogtle_COL_Docs_Public Email Number: 14 Mail Envelope Properties (db617df1b24e47f69c990d2f98fbb328) Subject: Public Presentation LAR-30 Wall 11 Design Changes for 12/3/2015 Meeting Sent Date: 12/1/2015 10:14:19 AM Received Date: 12/1/2015 10:14:22 AM From: Hoellman, Jordan Created By: [email protected] Recipients: "Vogtle PEmails" <[email protected]> Tracking Status: None Post Office: HQPWMSMRS03.nrc.gov Files Size Date & Time MESSAGE 194 12/1/2015 10:14:22 AM 2015-12-03 Presentation LAR-30 Wall 11 Design Chgs (Non-Proprietary).pdf 1402720 Options Priority: Standard Return Notification: No Reply Requested: No Sensitivity: Normal Expiration Date: Recipients Received:

Page 3: 2015/12/01 Vogtle COL Docs - Public Presentation LAR-30 ... · 1 Vogtle PEmails From: Hoellman, Jordan Sent: Tuesday, December 01, 2015 10:14 AM To: Vogtle PEmails Subject: Public

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Page 4: 2015/12/01 Vogtle COL Docs - Public Presentation LAR-30 ... · 1 Vogtle PEmails From: Hoellman, Jordan Sent: Tuesday, December 01, 2015 10:14 AM To: Vogtle PEmails Subject: Public

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Page 5: 2015/12/01 Vogtle COL Docs - Public Presentation LAR-30 ... · 1 Vogtle PEmails From: Hoellman, Jordan Sent: Tuesday, December 01, 2015 10:14 AM To: Vogtle PEmails Subject: Public

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Page 6: 2015/12/01 Vogtle COL Docs - Public Presentation LAR-30 ... · 1 Vogtle PEmails From: Hoellman, Jordan Sent: Tuesday, December 01, 2015 10:14 AM To: Vogtle PEmails Subject: Public

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Page 7: 2015/12/01 Vogtle COL Docs - Public Presentation LAR-30 ... · 1 Vogtle PEmails From: Hoellman, Jordan Sent: Tuesday, December 01, 2015 10:14 AM To: Vogtle PEmails Subject: Public

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Page 8: 2015/12/01 Vogtle COL Docs - Public Presentation LAR-30 ... · 1 Vogtle PEmails From: Hoellman, Jordan Sent: Tuesday, December 01, 2015 10:14 AM To: Vogtle PEmails Subject: Public

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Page 9: 2015/12/01 Vogtle COL Docs - Public Presentation LAR-30 ... · 1 Vogtle PEmails From: Hoellman, Jordan Sent: Tuesday, December 01, 2015 10:14 AM To: Vogtle PEmails Subject: Public

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Page 10: 2015/12/01 Vogtle COL Docs - Public Presentation LAR-30 ... · 1 Vogtle PEmails From: Hoellman, Jordan Sent: Tuesday, December 01, 2015 10:14 AM To: Vogtle PEmails Subject: Public

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Page 11: 2015/12/01 Vogtle COL Docs - Public Presentation LAR-30 ... · 1 Vogtle PEmails From: Hoellman, Jordan Sent: Tuesday, December 01, 2015 10:14 AM To: Vogtle PEmails Subject: Public

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Page 12: 2015/12/01 Vogtle COL Docs - Public Presentation LAR-30 ... · 1 Vogtle PEmails From: Hoellman, Jordan Sent: Tuesday, December 01, 2015 10:14 AM To: Vogtle PEmails Subject: Public

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Page 13: 2015/12/01 Vogtle COL Docs - Public Presentation LAR-30 ... · 1 Vogtle PEmails From: Hoellman, Jordan Sent: Tuesday, December 01, 2015 10:14 AM To: Vogtle PEmails Subject: Public

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Page 14: 2015/12/01 Vogtle COL Docs - Public Presentation LAR-30 ... · 1 Vogtle PEmails From: Hoellman, Jordan Sent: Tuesday, December 01, 2015 10:14 AM To: Vogtle PEmails Subject: Public

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Page 15: 2015/12/01 Vogtle COL Docs - Public Presentation LAR-30 ... · 1 Vogtle PEmails From: Hoellman, Jordan Sent: Tuesday, December 01, 2015 10:14 AM To: Vogtle PEmails Subject: Public

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Page 16: 2015/12/01 Vogtle COL Docs - Public Presentation LAR-30 ... · 1 Vogtle PEmails From: Hoellman, Jordan Sent: Tuesday, December 01, 2015 10:14 AM To: Vogtle PEmails Subject: Public

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Page 17: 2015/12/01 Vogtle COL Docs - Public Presentation LAR-30 ... · 1 Vogtle PEmails From: Hoellman, Jordan Sent: Tuesday, December 01, 2015 10:14 AM To: Vogtle PEmails Subject: Public

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Page 18: 2015/12/01 Vogtle COL Docs - Public Presentation LAR-30 ... · 1 Vogtle PEmails From: Hoellman, Jordan Sent: Tuesday, December 01, 2015 10:14 AM To: Vogtle PEmails Subject: Public

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Page 19: 2015/12/01 Vogtle COL Docs - Public Presentation LAR-30 ... · 1 Vogtle PEmails From: Hoellman, Jordan Sent: Tuesday, December 01, 2015 10:14 AM To: Vogtle PEmails Subject: Public

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Page 20: 2015/12/01 Vogtle COL Docs - Public Presentation LAR-30 ... · 1 Vogtle PEmails From: Hoellman, Jordan Sent: Tuesday, December 01, 2015 10:14 AM To: Vogtle PEmails Subject: Public

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wal

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g Fi

gure

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19

Wes

tingh

ouse

Non

-Pro

prie

tary

Cla

ss 3

© 2

015

Wes

tingh

ouse

Ele

ctric

Com

pany

LLC

. All

Rig

hts

Res

erve

d.

Aux

iliar

y B

uild

ing

Wal

l 11

–R

econ

figur

e W

all 1

1 R

einf

orce

men

t•

Whe

re n

eces

sary

, cha

nges

are

pro

pose

d to

the

rein

forc

emen

t des

ign

to a

ddre

ss A

CI 3

49 a

nd

AC

I 318

det

ailin

g an

d de

velo

pmen

t con

form

ance

and

add

ress

fabr

icat

ion

cons

train

ts.

•E

xam

ples

incl

ude:

–H

oriz

onta

l and

ver

tical

rein

forc

emen

t bar

s ar

e ex

tend

ed in

to th

e ra

dial

/circ

umfe

rent

ial p

atte

rn

and

the

deve

lopm

ent i

s m

odifi

ed to

incl

ude

hook

s an

d he

aded

rein

forc

emen

t–

Circ

umfe

rent

ial b

ars

are

mov

ed in

war

d in

to th

e w

all

–A

dditi

onal

spa

ce is

pro

vide

d be

twee

n re

info

rcem

ent b

ars

–M

echa

nica

l spl

ices

are

cha

nged

to la

p sp

lices

abo

ve th

e 4’

-0” t

hick

sec

tion

–D

evel

opm

ent o

f ver

tical

bar

s ne

ar th

e dr

ain/

vent

ope

ning

s is

mod

ified

to in

clud

e st

anda

rd h

ooks

She

ar ti

e ar

rang

emen

t bet

wee

n th

e dr

ain/

vent

ope

ning

s an

d th

e ad

jace

nt p

ipin

g pe

netra

tions

is

mod

ified

–B

ends

in h

oriz

onta

l bar

bel

ow th

e m

ain

stea

m li

ne p

enet

ratio

n re

mov

ed–

A to

lera

nce

is s

peci

fied

for t

he o

ut-o

f-pla

ne s

hear

rein

forc

ing

bars

Som

e no

n-cr

itica

l fea

ture

s no

t req

uire

d to

sat

isfy

AC

I 349

-01

requ

irem

ents

are

mod

ified

or

rem

oved

to fa

cilit

ate

fabr

icat

ion

•U

FSA

R S

ubse

ctio

n 3H

.5.1

.4 is

pro

pose

d to

be

revi

sed

to n

ote

varia

tions

in th

e si

mila

r wal

l for

th

e W

est M

SIV

com

partm

ent w

hich

is lo

cate

d in

the

corn

er o

f the

aux

iliary

bui

ldin

g–

Var

iatio

ns d

ue to

the

wes

t MS

IV c

ompa

rtmen

t tie

-in w

ith a

uxili

ary

build

ing

Wal

l Q

•Fi

gure

3H

.5-5

is re

vise

d to

inco

rpor

ate

the

chan

ges

to th

e re

info

rcem

ent d

esig

n an

d de

tailin

g su

rrou

ndin

g th

e m

ain

stea

m li

ne p

enet

ratio

n.

–A

lso

note

s ar

e ad

ded

to U

FSA

R F

igur

e 3H

.5-5

to a

ddre

ss th

e va

riatio

ns.

See

LAR

for s

peci

fic d

etai

ls

for r

ebar

mod

ifica

tions

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20

Wes

tingh

ouse

Non

-Pro

prie

tary

Cla

ss 3

© 2

015

Wes

tingh

ouse

Ele

ctric

Com

pany

LLC

. All

Rig

hts

Res

erve

d.

Aux

iliar

y B

uild

ing

Wal

l 11

–R

econ

figur

e W

all 1

1 R

einf

orce

men

t•

UFS

AR

Sub

sect

ion

3.8.

4.6.

3

•U

FSA

R S

ubse

ctio

n 3H

.5.1

.4

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21

Wes

tingh

ouse

Non

-Pro

prie

tary

Cla

ss 3

© 2

015

Wes

tingh

ouse

Ele

ctric

Com

pany

LLC

. All

Rig

hts

Res

erve

d.

Aux

iliar

y B

uild

ing

Wal

l 11

–R

econ

figur

e W

all 1

1 R

einf

orce

men

t•

UFS

AR

Fig

ure

3H.5

-5 s

heet

1 Pro

pose

d Fi

gure

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22

Wes

tingh

ouse

Non

-Pro

prie

tary

Cla

ss 3

© 2

015

Wes

tingh

ouse

Ele

ctric

Com

pany

LLC

. All

Rig

hts

Res

erve

d.

Aux

iliar

y B

uild

ing

Wal

l 11

–R

econ

figur

e W

all 1

1 R

einf

orce

men

t•

UFS

AR

Fig

ure

3H.5

-5 s

heet

2

Not

e: M

inor

cha

nges

to th

is fi

gure

may

be

mad

e pr

ior t

o LA

R s

ubm

ittal

for c

rack

con

trol

per A

CI 3

49 S

ectio

n 14

.3.7

Pro

pose

d Fi

gure

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23

Wes

tingh

ouse

Non

-Pro

prie

tary

Cla

ss 3

© 2

015

Wes

tingh

ouse

Ele

ctric

Com

pany

LLC

. All

Rig

hts

Res

erve

d.

Aux

iliar

y B

uild

ing

Wal

l 11

–R

econ

figur

e W

all 1

1 R

einf

orce

men

t•

UFS

AR

Fig

ure

3H.5

-5 s

heet

3

Pro

pose

d Fi

gure

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24

Wes

tingh

ouse

Non

-Pro

prie

tary

Cla

ss 3

© 2

015

Wes

tingh

ouse

Ele

ctric

Com

pany

LLC

. All

Rig

hts

Res

erve

d.

Cla

rifyi

ng th

e H

ELB

load

ings

app

licab

le to

the

MS

IV

com

partm

ents

•A

s di

scus

sed

in U

FSA

R s

ubse

ctio

n 3.

6.1

& 3

.6.1

.2.2

–A

reas

des

igna

ted

as b

reak

exc

lusi

on z

ones

with

in th

e M

SIV

com

partm

ents

are

ev

alua

ted

for p

ress

uriz

atio

n lo

ads

asso

ciat

ed w

ith p

ostu

late

d br

eaks

of o

ne

squa

re fo

ot b

reak

in th

e m

ain

stea

m a

nd m

ain

feed

wat

erlin

es•

App

licab

le to

bot

h ea

st a

nd w

est M

SIV

com

partm

ents

–B

ecau

se th

e ea

st M

SIV

com

partm

ent i

s lo

cate

d ad

jace

nt to

the

mai

n co

ntro

l ro

om a

nd a

bove

a e

lect

rical

equ

ipm

ent r

oom

, tho

se w

alls

are

als

o ev

alua

ted

for

pipe

whi

p an

d je

t im

ping

emen

t loa

ds a

ssoc

iate

d w

ith w

orst

cas

e br

eaks

in th

e ea

st M

SIV

com

partm

ent.

–W

all 1

1 fo

r bot

h th

e ea

st a

nd w

est M

SIV

com

partm

ents

is e

valu

ated

for t

he

dyna

mic

effe

cts

of p

ipe

rupt

ures

pos

tula

ted

to o

ccur

in th

e tu

rbin

e bu

ildin

g

•Th

eref

ore,

sub

sect

ion

3H.5

.1.4

is m

odifi

ed to

be

cons

iste

nt

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Wes

tingh

ouse

Non

-Pro

prie

tary

Cla

ss 3

© 2

015

Wes

tingh

ouse

Ele

ctric

Com

pany

LLC

. All

Rig

hts

Res

erve

d.

25

Par

t 1B

Use

and

cla

ssifi

catio

n of

sei

smic

C

ateg

ory

II st

ruct

ures

pro

vidi

ng a

pr

otec

tive

func

tion

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26

Wes

tingh

ouse

Non

-Pro

prie

tary

Cla

ss 3

© 2

015

Wes

tingh

ouse

Ele

ctric

Com

pany

LLC

. All

Rig

hts

Res

erve

d.

Ove

rvie

w•

Cha

nges

in th

is s

ectio

n of

the

LAR

are

pro

pose

d to

cla

rify

seve

ral U

FSA

R s

ubse

ctio

ns th

at id

entif

y th

e sa

fety

and

sei

smic

cl

assi

ficat

ions

of S

SC

s th

at p

rovi

de p

rote

ctiv

e fu

nctio

ns, a

nd

iden

tify

an e

xcep

tion

to th

e eq

uipm

ent c

lass

ifica

tion

of to

rnad

o m

issi

le b

arrie

rs to

be

prov

ided

in th

e tu

rbin

e bu

ildin

g fir

st b

ay

•Th

ese

chan

ges

supp

ort t

he u

se o

f the

turb

ine

build

ing

first

bay

bu

ildin

g st

ruct

ure

and

barr

iers

to p

rovi

de c

erta

in n

onsa

fety

-re

late

d, b

ut im

porta

nt to

saf

ety

prot

ectiv

e fu

nctio

ns:

–U

se o

f tur

bine

firs

t bay

bui

ldin

g st

ruct

ure

Wal

l11.

2 as

a H

ELB

ba

rrier

(dis

cuss

ed in

Par

t 1C

)–

Use

of t

he tu

rbin

e bu

ildin

g fir

st b

ay b

uild

ing

stru

ctur

e an

d as

soci

ated

m

issi

le b

arrie

rs to

pro

tect

ope

ning

s in

aux

iliar

y bu

ildin

g W

all 1

1 fro

m

torn

ado

mis

sile

s (d

iscu

ssed

in P

art 1

D)

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27

Wes

tingh

ouse

Non

-Pro

prie

tary

Cla

ss 3

© 2

015

Wes

tingh

ouse

Ele

ctric

Com

pany

LLC

. All

Rig

hts

Res

erve

d.

Affe

cted

UFS

AR

Sub

sect

ions

UFS

AR

sub

sect

ion

3.2.

1.1.

1, “S

eism

ic C

ateg

ory

I (C

-I),”

whi

ch s

tate

s:S

eism

ic C

ateg

ory

I app

lies

to, i

n ge

nera

l, sa

fety

-rel

ated

stru

ctur

es,

syst

ems,

and

com

pone

nts.

Sei

smic

Cat

egor

y I a

lso

appl

ies

to th

ose

stru

ctur

es, s

yste

ms,

and

com

pone

nts

requ

ired

to s

uppo

rt or

pro

tect

sa

fety

-rel

ated

stru

ctur

es, s

yste

ms,

and

com

pone

nts.

The

exc

eptio

ns to

th

is g

ener

al ru

le a

re a

lim

ited

num

ber o

f stru

ctur

es, s

uch

as th

ose

requ

ired

for t

orna

do m

issi

le p

rote

ctio

n, w

hich

do

not h

ave

a sa

fety

-rel

ated

fu

nctio

n to

per

form

dur

ing

or fo

llow

ing

a se

ism

ic e

vent

. (S

ee s

ubse

ctio

n 3.

2.2.

3.)

Subs

ectio

n 3.

2.2.

3 ab

ove

shou

ld b

e U

FSA

R s

ubse

ctio

n 3.

2.2.

5

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28

Wes

tingh

ouse

Non

-Pro

prie

tary

Cla

ss 3

© 2

015

Wes

tingh

ouse

Ele

ctric

Com

pany

LLC

. All

Rig

hts

Res

erve

d.

Affe

cted

UFS

AR

Sub

sect

ions

UFS

AR

sub

sect

ion

3.2.

1.1.

2, “S

eism

ic C

ateg

ory

II (C

-II),”

whi

ch

stat

es: Sei

smic

Cat

egor

y II

appl

ies

to p

lant

stru

ctur

es, s

yste

ms,

and

co

mpo

nent

s w

hich

per

form

no

safe

ty-re

late

d fu

nctio

n, a

nd th

e co

ntin

ued

func

tion

of w

hich

is n

ot re

quire

d.

–A

ppea

rs to

con

flict

with

the

stat

emen

ts in

UFS

AR

sub

sect

ion

3.2.

1.1.

1 an

d su

bsec

tion

3.2.

2.5

whi

ch a

ssig

ns “E

quip

men

t Cla

ss C

” to

“equ

ipm

ent”

prov

idin

g a

prot

ectiv

e fu

nctio

n fo

r non

-sei

smic

eve

nts

and

stat

es th

at s

truct

ures

that

pro

vide

pro

tect

ion

for n

on-s

eism

ic

even

ts (s

uch

as to

rnad

o m

issi

les)

are

not

requ

ired

to b

e se

ism

ic

Cat

egor

yI.

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29

Wes

tingh

ouse

Non

-Pro

prie

tary

Cla

ss 3

© 2

015

Wes

tingh

ouse

Ele

ctric

Com

pany

LLC

. All

Rig

hts

Res

erve

d.

Affe

cted

UFS

AR

Sub

sect

ions

UFS

AR

sub

sect

ion

3.2.

2.5,

“Equ

ipm

ent C

lass

C,”

whi

ch s

tate

s:C

lass

C a

pplie

s to

stru

ctur

es, s

yste

ms,

and

com

pone

nts

not i

nclu

ded

in C

lass

A

or C

lass

B th

at a

re d

esig

ned

and

relie

d up

on to

acc

ompl

ish

one

or m

ore

of

the

follo

win

g sa

fety

-rela

ted

func

tions

:

•P

rovi

de s

truct

ures

and

bui

ldin

gsto

pro

tect

Cla

ss A

, B, a

nd C

st

ruct

ures

, sys

tem

s, a

nd c

ompo

nent

s fro

m e

vent

s su

ch a

s in

tern

al/e

xter

nal m

issi

les,

sei

smic

, and

floo

ding

. Stru

ctur

es p

rote

ctin

g eq

uipm

ent f

rom

non

seis

mic

even

ts a

re n

ot re

quire

d to

be

seis

mic

C

ateg

ory

I. (E

mph

asis

add

ed).

–Th

is s

tate

men

t con

flict

s w

ith U

FSA

R s

ubse

ctio

n 3.

2.1.

3, “C

lass

ifica

tion

of B

uild

ing

Stru

ctur

es,”

whi

ch s

tate

s:

Bui

ldin

g st

ruct

ures

are

ass

igne

d a

seis

mic

cat

egor

y as

indi

cate

d in

Tab

le3.

2-2.

C

odes

and

sta

ndar

ds u

sed

in th

e de

sign

and

con

stru

ctio

n of

bui

ldin

g st

ruct

ures

are

gi

ven

in S

ectio

n 3.

8. T

he b

uild

ing

stru

ctur

es a

re n

ot a

ssig

ned

a sa

fety

cl

assi

ficat

ion

in s

ubse

ctio

n 3.

2.2

with

the

exce

ptio

n of

the

cont

ainm

ent v

esse

l. (E

mph

asis

add

ed).

–U

FSA

R s

ubse

ctio

n 3.

2.2.

5 w

ould

als

o re

quire

, with

out a

sta

ted

exce

ptio

n, th

e to

rnad

o m

issi

le b

arrie

rs in

the

turb

ine

build

ing

first

bay

bui

ldin

g st

ruct

ure

to b

e eq

uipm

ent C

lass

C.

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30

Wes

tingh

ouse

Non

-Pro

prie

tary

Cla

ss 3

© 2

015

Wes

tingh

ouse

Ele

ctric

Com

pany

LLC

. All

Rig

hts

Res

erve

d.

Affe

cted

UFS

AR

Sub

sect

ions

Acc

ordi

ngly

, the

follo

win

g ch

ange

s ar

e pr

opos

ed:

–M

odify

UFS

AR

sub

sect

ion

3.2.

1.1.

1 to

refe

renc

e 3.

2.2.

5–

Mod

ify U

FSA

R s

ubse

ctio

ns 3

.2.1

.1.2

and

3.2

.2.5

to c

lear

ly id

entif

y th

e us

e of

the

seis

mic

Cat

egor

y II

turb

ine

build

ing

first

bay

bui

ldin

g st

ruct

ure

as a

pro

tect

ive

feat

ure

for t

orna

do m

issi

les,

and

turb

ine

build

ing

first

bay

bui

ldin

g st

ruct

ure

Wal

l 11.

2 as

a H

ELB

bar

rier f

or

pipi

ng b

reak

s po

stul

ated

to o

ccur

in th

e no

n-se

ism

ic p

ortio

n of

the

turb

ine

build

ing

–M

odify

UFS

AR

sub

sect

ion

3.2.

2.5

and

3.2.

2.6

to id

entif

y ac

cept

abili

ty o

f use

of t

orna

do m

issi

le b

arrie

rs c

lass

ified

as

seis

mic

C

ateg

ory

II, e

quip

men

t Cla

ss D

in th

e tu

rbin

e bu

ildin

g fir

st b

ay fo

r th

is p

rote

ctiv

e fu

nctio

n–

Mod

ify 3

.2.1

.1.2

to re

stat

e th

e de

sign

and

qua

lity

requ

irem

ents

ap

plic

able

to th

e tu

rbin

e bu

ildin

g fir

st b

ay b

uild

ing

stru

ctur

e D

iscu

ssio

n an

d ju

stifi

catio

n fo

r the

pr

opos

ed c

hang

es a

re p

rovi

ded

on th

e fo

llow

ing

slid

es

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31

Wes

tingh

ouse

Non

-Pro

prie

tary

Cla

ss 3

© 2

015

Wes

tingh

ouse

Ele

ctric

Com

pany

LLC

. All

Rig

hts

Res

erve

d.

Turb

ine

Bui

ldin

g D

esig

n an

d A

naly

sis

•Th

e tu

rbin

e bu

ildin

g fir

st b

ay b

uild

ing

stru

ctur

e is

: –

a ro

bust

(2’ t

hick

) rei

nfor

ced

conc

rete

bui

ldin

g st

ruct

ure,

cl

assi

fied

as s

eism

ic C

ateg

ory

II–

desi

gned

and

ana

lyze

d fo

r tor

nado

load

s an

d fo

r tor

nado

m

issi

le im

pact

s–

cred

ited

as a

key

des

ign

feat

ure

for t

he p

rote

ctio

n of

the

auxi

liary

bui

ldin

g fro

m th

e im

pact

of a

larg

e co

mm

erci

al

airc

raft

–de

sign

ed a

nd a

naly

zed

to th

e sa

me

code

s (A

CI 3

49-0

1, A

ISC

N

690-

1994

), sa

me

load

com

bina

tions

, as

appl

icab

le, a

nd

subj

ect t

o th

e sa

me

acce

ptan

ce c

riter

ia a

s se

ism

ic C

ateg

ory

I bu

ildin

g st

ruct

ures

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32

Wes

tingh

ouse

Non

-Pro

prie

tary

Cla

ss 3

© 2

015

Wes

tingh

ouse

Ele

ctric

Com

pany

LLC

. All

Rig

hts

Res

erve

d.

Turb

ine

Bui

ldin

g C

onst

ruct

ion

•Th

e tu

rbin

e bu

ildin

g fir

st b

ay is

con

stru

cted

to th

e re

quire

men

ts o

f AC

I 318

-11

for c

oncr

ete

stru

ctur

es, a

nd

AIS

C S

335-

1989

for s

teel

stru

ctur

es

•P

rimar

y di

ffere

nce

betw

een

NI c

onst

ruct

ion

and

first

bay

is:

–C

odes

do

not r

equi

re c

ertif

ied

mat

eria

l tes

t rep

orts

to p

rovi

de

docu

men

tatio

n of

trac

eabi

lity

of m

ater

ials

and

hav

e le

ss

strin

gent

requ

irem

ents

with

resp

ect t

o re

cord

kee

ping

and

in

spec

tion

and

test

ing

of c

onst

ruct

ion

wor

k

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33

Wes

tingh

ouse

Non

-Pro

prie

tary

Cla

ss 3

© 2

015

Wes

tingh

ouse

Ele

ctric

Com

pany

LLC

. All

Rig

hts

Res

erve

d.

Cur

rent

Lic

ensi

ng B

asis

and

Reg

ulat

ory

Pro

visi

ons

for U

se o

f S

eism

ic C

ateg

ory

II S

truct

ures

as

Pro

tect

ive

Feat

ures

•Th

e cu

rren

t lic

ensi

ng b

asis

doc

umen

ts th

e in

tent

to u

se s

eism

ic

Cat

egor

y II

stru

ctur

es a

s pr

otec

tive

feat

ures

in s

ever

al a

reas

:–

UFS

AR

sub

sect

ion

3.2.

1.1,

“Sei

smic

Cat

egor

y I (

C-I)

,” id

entif

ies

an

exce

ptio

n to

the

seis

mic

Cat

egor

y I c

lass

ifica

tion

for “

…a

limite

d nu

mbe

r of s

truct

ures

, suc

h as

thos

e re

quire

d fo

r tor

nado

mis

sile

pr

otec

tion

whi

ch d

o no

t hav

e a

safe

ty-r

elat

ed fu

nctio

n to

per

form

du

ring

or fo

llow

ing

a se

ism

ic e

vent

.” U

FSA

R 3

.2.1

.1 a

lso

refe

renc

es

UFS

AR

sub

sect

ion

3.2.

2.5

(cor

rect

ed fr

om re

fere

nce

to 3

.2.2

.3).

–U

FSA

R s

ubse

ctio

n 3.

2.1.

2, “C

lass

ifica

tions

,” st

ates

“In

mos

t cas

es,

exce

pt a

s no

ted

in s

ubse

ctio

n 3.

2.2.

5, s

afet

y-re

late

d ite

ms

are

also

se

ism

ic C

ateg

ory

I ite

ms.

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34

Wes

tingh

ouse

Non

-Pro

prie

tary

Cla

ss 3

© 2

015

Wes

tingh

ouse

Ele

ctric

Com

pany

LLC

. All

Rig

hts

Res

erve

d.

Cur

rent

Lic

ensi

ng B

asis

and

Reg

ulat

ory

Pro

visi

ons

for U

se o

f S

eism

ic C

ateg

ory

II S

truct

ures

as

Pro

tect

ive

Feat

ures

–U

FSA

R s

ubse

ctio

n 3.

2.2.

5 st

ates

:

Pro

vide

stru

ctur

es a

nd b

uild

ings

to p

rote

ct C

lass

A, B

, and

C

stru

ctur

es, s

yste

ms,

and

com

pone

nts

from

eve

nts

such

as

inte

rnal

/ext

erna

l mis

sile

s, s

eism

ic, a

nd fl

oodi

ng. S

truct

ures

pro

tect

ing

equi

pmen

t fro

m n

onse

ism

ic e

vent

s ar

e no

t req

uire

d to

be

seis

mic

C

ateg

ory

I.

–W

hile

not

par

t of t

he li

cens

ing

basi

s, th

e re

spon

se to

V.C

Sum

mer

RA

I C

OL0

3.05

.01.

04-1

iden

tifie

d us

e of

the

seis

mic

Cat

egor

y II

anne

x bu

ildin

g to

pro

tect

ope

ning

s on

the

east

sid

e of

the

nucl

ear i

slan

d

–S

RP

3.5

.3 a

ckno

wle

dges

the

poss

ibilit

y th

at th

ere

may

be

mis

sile

ba

rrie

rs d

esig

ned

to o

ther

than

sei

smic

Cat

egor

y I r

equi

rem

ents

–Th

us, t

he in

tent

to u

se s

truct

ures

not

des

igne

d as

sei

smic

C

ateg

ory

I fo

r pro

tect

ive

func

tions

was

est

ablis

hed

in th

e A

P10

00 c

ertif

ied

desi

gn

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35

Wes

tingh

ouse

Non

-Pro

prie

tary

Cla

ss 3

© 2

015

Wes

tingh

ouse

Ele

ctric

Com

pany

LLC

. All

Rig

hts

Res

erve

d.

Use

of S

eism

ic C

ateg

ory

II S

truct

ures

to P

rovi

de

Pro

tect

ion

for O

ther

GD

C 2

, 4 E

vent

s•

LAR

-30,

in p

art,

requ

ests

NR

C a

ppro

val o

f use

of t

he s

eism

ic C

ateg

ory

II tu

rbin

e bu

ildin

g fir

st b

ay b

uild

ing

stru

ctur

e an

d as

soci

ated

mis

sile

bar

riers

, or

porti

ons

of th

e tu

rbin

e bu

ildin

g fir

st b

ay b

uild

ing

stru

ctur

e to

pro

vide

a p

rote

ctiv

e fu

nctio

n fo

r tor

nado

mis

sile

s an

d th

e ef

fect

s of

pip

ing

rupt

ures

•To

fulfi

ll th

ese

func

tions

, the

se s

truct

ures

mus

t with

stan

d th

eir p

rote

ctiv

e fu

nctio

n lo

adin

gs a

s re

quire

d in

the

load

com

bina

tions

spe

cifie

d in

UFS

AR

Ta

ble

3.8.

4-2,

whi

le m

aint

aini

ng th

eir i

nteg

rity

follo

win

g th

e lo

adin

g

•U

se o

f the

sei

smic

Cat

egor

y II

turb

ine

build

ing

first

bay

bui

ldin

g st

ruct

ure

and

asso

ciat

ed m

issi

le b

arrie

rs fo

r tor

nado

and

/or H

ELB

bar

riers

is c

onsi

sten

t with

th

e us

e of

sei

smic

Cat

egor

y II

stru

ctur

es fo

r the

pro

tect

ive

func

tion

of

mai

ntai

ning

thei

r int

egrit

y an

d no

t adv

erse

ly in

tera

ctin

g w

ith s

eism

ic C

ateg

ory

I S

SC

s du

ring

an e

arth

quak

e

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36

Wes

tingh

ouse

Non

-Pro

prie

tary

Cla

ss 3

© 2

015

Wes

tingh

ouse

Ele

ctric

Com

pany

LLC

. All

Rig

hts

Res

erve

d.

Use

of S

eism

ic C

ateg

ory

II S

truct

ures

to P

rovi

de

Pro

tect

ion

for O

ther

GD

C 2

, 4 E

vent

s•

For e

ach

of th

ese

case

s, th

e se

ism

ic C

ateg

ory

II st

ruct

ure

mus

t w

ithst

and

its lo

adin

g ev

ent,

with

no

cont

inue

d fu

nctio

n of

the

stru

ctur

e re

quire

d fo

llow

ing

the

load

ing

even

t

•Th

us th

is p

ortio

n of

LA

R-3

0 re

ques

ts th

at th

e N

RC

allo

w th

e sa

me

cred

it fo

r the

se s

eism

ic C

ateg

ory

II st

ruct

ures

for H

ELB

and

torn

ado

mis

sile

eve

nts

as a

ppro

ved

for t

he e

arth

quak

e ev

ent

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37

Wes

tingh

ouse

Non

-Pro

prie

tary

Cla

ss 3

© 2

015

Wes

tingh

ouse

Ele

ctric

Com

pany

LLC

. All

Rig

hts

Res

erve

d.

•G

ener

al D

esig

n C

riter

ia 1

, 2, a

nd 4

col

lect

ivel

y re

quire

that

:–

SS

Cs

“impo

rtant

to s

afet

y” s

hall

be d

esig

ned

to w

ithst

and

effe

cts

of s

ever

e na

tura

l phe

nom

ena,

incl

udin

g ea

rthqu

akes

an

d to

rnad

os w

ithou

t los

s of

cap

abili

ty o

f per

form

ing

thei

r “s

afet

y fu

nctio

ns,”

–S

SC

s “im

porta

nt to

saf

ety”

sha

ll be

des

igne

d to

with

stan

d th

e en

viro

nmen

tal e

ffect

s of

inte

rnal

and

ext

erna

l eve

nts,

–S

SC

s “im

porta

nt to

saf

ety”

sha

ll be

“app

ropr

iate

ly p

rote

cted

” ag

ains

t dyn

amic

effe

cts,

incl

udin

g pi

pe w

hip

and

mis

sile

s, a

nd

–S

SC

s “im

porta

nt to

saf

ety”

sha

ll be

des

igne

d, fa

bric

ated

, er

ecte

d, a

nd te

sted

to q

ualit

y st

anda

rds

“com

men

sura

te w

ith

the

impo

rtanc

e of

the

safe

ty fu

nctio

ns to

be

perfo

rmed

.”

NR

C R

equi

rem

ents

App

licab

le to

Pro

tect

ive

Bar

rier

Des

ign

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38

Wes

tingh

ouse

Non

-Pro

prie

tary

Cla

ss 3

© 2

015

Wes

tingh

ouse

Ele

ctric

Com

pany

LLC

. All

Rig

hts

Res

erve

d.

Gen

eric

Let

ter 8

4-01

& Q

A P

rogr

am R

equi

rem

ents

•G

DC

1, G

DC

2, a

nd G

DC

4 id

entif

y re

quire

men

ts a

ssoc

iate

d w

ith S

SC

s “im

porta

nt to

saf

ety”

and

thus

impl

icitl

y m

ake

a di

stin

ctio

n be

twee

n S

SC

s th

at a

re “i

mpo

rtant

to s

afet

y” th

at h

ave

a sa

fety

func

tion

vs. S

SC

s th

at a

re “s

afet

y-re

late

d” (a

s de

fined

in 1

0 C

FR 5

0.2)

con

sist

ent w

ith

Gen

eric

Let

ter 8

4-01

. •

GD

C 1

iden

tifie

s th

e re

quire

men

t to

desi

gn a

nd c

onst

ruct

SS

Cs

impo

rtant

to s

afet

y to

qua

lity

stan

dard

s “c

omm

ensu

rate

with

the

impo

rtanc

e of

the

safe

ty fu

nctio

ns to

be

perfo

rmed

.”

•G

ener

ic L

ette

r 84-

01 a

nd 1

0 C

FR 5

0.49

(b)(2

) pro

vide

insi

ght o

n th

e m

eani

ng o

f the

se te

rms

–D

raw

a c

lear

dis

tinct

ion

betw

een

“saf

ety-

rela

ted”

and

“im

porta

nt to

sa

fety

,”–

Iden

tify

that

saf

ety-

rela

ted

SS

Cs

are

gene

rally

sub

ject

to a

10

CFR

50,

A

ppen

dix

B p

rogr

am, w

here

as q

ualit

y as

sura

nce

prog

ram

s fo

r no

nsaf

ety-

rela

ted

equi

pmen

t “im

porta

nt to

saf

ety”

are

gen

eral

ly b

ased

on

nor

mal

indu

stry

pra

ctic

e an

d ge

nera

lly re

cogn

ized

cod

es a

nd

stan

dard

s

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39

Wes

tingh

ouse

Non

-Pro

prie

tary

Cla

ss 3

© 2

015

Wes

tingh

ouse

Ele

ctric

Com

pany

LLC

. All

Rig

hts

Res

erve

d.

Gen

eric

Let

ter 8

4-01

& Q

A P

rogr

am R

equi

rem

ents

•Th

e Q

A p

rogr

am a

pplie

d to

the

desi

gn a

nd c

onst

ruct

ion

of

the

seis

mic

Cat

egor

y II

turb

ine

build

ing

first

bay

bui

ldin

g st

ruct

ure

is c

onsi

sten

t with

the

gene

ral q

ualit

y as

sura

nce

prog

ram

requ

irem

ents

des

crib

ed in

Gen

eric

Let

ter 8

4-01

, in

that

it is

gra

ded.

Des

ign

and

anal

ysis

is p

erfo

rmed

und

er a

10

CFR

50,

A

ppen

dix

B p

rogr

am–

Use

des

ign

met

hods

des

crib

ed in

UFS

AR

subs

ectio

ns 3

.5.3

an

d 3.

8.4

and

the

guid

ance

con

tain

ed in

NR

C R

egul

ator

y G

uide

1.14

2–

In a

ccor

danc

e w

ith th

e ac

cept

ance

crit

eria

pro

vide

d in

A

CI3

49-0

1, a

nd A

ISC

N69

0-19

94, t

he in

dust

ry c

odes

for

desi

gnin

g an

d co

nstru

ctin

g sa

fety

-rel

ated

con

cret

e an

d st

eel

stru

ctur

es, a

nd s

eism

ic C

ateg

ory

I bui

ldin

g st

ruct

ures

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40

Wes

tingh

ouse

Non

-Pro

prie

tary

Cla

ss 3

© 2

015

Wes

tingh

ouse

Ele

ctric

Com

pany

LLC

. All

Rig

hts

Res

erve

d.

Gen

eric

Let

ter 8

4-01

& Q

A P

rogr

am R

equi

rem

ents

•Th

e co

nstru

ctio

n of

the

seis

mic

Cat

egor

y II

turb

ine

build

ing

first

bay

bui

ldin

g st

ruct

ure

is a

lso

subj

ect t

o a

qual

ity a

ssur

ance

pro

gram

that

com

plie

s w

ith th

e pe

rtine

nt p

ortio

ns o

f 10

CFR

50,

App

endi

x B

, and

thus

app

ropr

iate

to

nons

afet

y-re

late

d S

SC

’s d

eter

min

ed to

be

“impo

rtant

to s

afet

y.”

–Q

A p

rogr

am c

onfo

rms

with

AS

ME

NQ

A-1

•Th

e co

nstru

ctio

n of

the

seis

mic

Cat

egor

y II

turb

ine

build

ing

first

bay

bui

ldin

g st

ruct

ure

is p

erfo

rmed

to re

cogn

ized

indu

stry

cod

es a

nd s

tand

ards

. –

Con

trol o

f sup

ply

qual

ity is

add

ress

ed v

ia th

e pr

ocur

emen

t pro

cess

Insp

ectio

n of

the

cons

truct

ion

is p

erfo

rmed

by

qual

ified

line

org

aniz

atio

n pe

rson

nel

–Th

us, t

he q

ualit

y co

ntro

ls in

pla

ce fo

r the

des

ign

and

cons

truct

ion

of th

e se

ism

ic C

ateg

ory

II tu

rbin

e bu

ildin

g fir

st b

ay b

uild

ing

stru

ctur

e ar

e re

ason

able

and

app

ropr

iate

, com

men

sura

te

with

the

impo

rtanc

e of

the

safe

ty fu

nctio

ns to

be

perfo

rmed

, and

con

sist

ent w

ith th

e gu

idan

ce c

onta

ined

in N

RC

Gen

eric

Let

ter8

4-01

.

•Th

e cl

assi

ficat

ion

of th

e tu

rbin

e bu

ildin

g fir

st b

ay to

rnad

o m

issi

le b

arrie

rs a

s se

ism

ic

Cat

egor

y II,

equ

ipm

ent C

lass

D is

con

sist

ent w

ith th

eir “

impo

rtant

to s

afet

y” fu

nctio

n,

and

corre

spon

ds w

ith th

e le

vel o

f qua

lity

appl

ied

to th

e tu

rbin

e bu

ildin

g fir

st b

ay

build

ing

stru

ctur

e to

whi

ch th

ey a

re m

ount

ed a

nd b

y w

hich

they

are

stru

ctur

ally

su

ppor

ted.

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41

Wes

tingh

ouse

Non

-Pro

prie

tary

Cla

ss 3

© 2

015

Wes

tingh

ouse

Ele

ctric

Com

pany

LLC

. All

Rig

hts

Res

erve

d.

Con

clus

ion

•Th

e de

sign

and

ana

lysi

s m

etho

ds a

nd c

ontro

ls, u

se o

f the

ba

rrier

des

ign

proc

edur

es c

onta

ined

in S

RP

3.5

.3, a

nd th

e qu

ality

ass

uran

ce p

rogr

am a

pplie

d to

des

ign,

ana

lysi

s, a

nd

cons

truct

ion

of th

e tu

rbin

e bu

ildin

g fir

st b

ay b

uild

ing

stru

ctur

e ar

e co

nsid

ered

suf

ficie

nt.

•Th

ere

is re

ason

able

ass

uran

ce th

at th

e se

ism

ic C

ateg

ory

II st

ruct

ures

will

per

form

thei

r pro

tect

ive

func

tion

if st

ruck

by

a to

rnad

o m

issi

le, o

r sub

ject

ed to

the

dyna

mic

effe

cts

of a

H

ELB

, inc

ludi

ng a

whi

ppin

g pi

pe.

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42

Wes

tingh

ouse

Non

-Pro

prie

tary

Cla

ss 3

© 2

015

Wes

tingh

ouse

Ele

ctric

Com

pany

LLC

. All

Rig

hts

Res

erve

d.

Pro

pose

d Li

cens

ing

Bas

is M

arku

ps•

UFS

AR

Sec

tion

3.2.

1.1.

1

•U

FSA

R S

ectio

n 3.

2.1.

1.2

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43

Wes

tingh

ouse

Non

-Pro

prie

tary

Cla

ss 3

© 2

015

Wes

tingh

ouse

Ele

ctric

Com

pany

LLC

. All

Rig

hts

Res

erve

d.

Pro

pose

d Li

cens

ing

Bas

is M

arku

ps•

UFS

AR

Sec

tion

3.2.

1.1.

2 (c

ontin

ued)

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44

Wes

tingh

ouse

Non

-Pro

prie

tary

Cla

ss 3

© 2

015

Wes

tingh

ouse

Ele

ctric

Com

pany

LLC

. All

Rig

hts

Res

erve

d.

Pro

pose

d Li

cens

ing

Bas

is M

arku

ps•

UFS

AR

Sec

tion

3.2.

2.5

•U

FSA

R S

ectio

n 3.

2.2.

6

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45

Wes

tingh

ouse

Non

-Pro

prie

tary

Cla

ss 3

© 2

015

Wes

tingh

ouse

Ele

ctric

Com

pany

LLC

. All

Rig

hts

Res

erve

d.

Pro

pose

d Li

cens

ing

Bas

is M

arku

ps•

UFS

AR

Tab

le 3

.2-1

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Wes

tingh

ouse

Non

-Pro

prie

tary

Cla

ss 3

© 2

015

Wes

tingh

ouse

Ele

ctric

Com

pany

LLC

. All

Rig

hts

Res

erve

d.

46

Par

t 1C

Use

Wal

l 11.

2 as

a h

igh

ener

gy li

ne

brea

k (H

ELB

) bar

rier f

or b

reak

s in

th

e tu

rbin

e bu

ildin

g

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47

Wes

tingh

ouse

Non

-Pro

prie

tary

Cla

ss 3

© 2

015

Wes

tingh

ouse

Ele

ctric

Com

pany

LLC

. All

Rig

hts

Res

erve

d.

Ove

rvie

w•

The

purp

ose

of th

is s

ectio

n is

to p

ropo

se c

hang

es to

allo

w

the

seis

mic

Cat

egor

yII

turb

ine

build

ing

first

bay

bui

ldin

g st

ruct

ure

Wal

l 11.

2 as

a H

ELB

bar

rier p

rovi

ding

the

impo

rtant

to s

afet

y de

sign

func

tion

of p

rovi

ding

pro

tect

ion

of

auxi

liary

bui

ldin

g W

all 1

1 fro

m th

e ef

fect

s of

pip

e br

eaks

po

stul

ated

to o

ccur

nor

th o

f Wal

l 11.

2.

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48

Wes

tingh

ouse

Non

-Pro

prie

tary

Cla

ss 3

© 2

015

Wes

tingh

ouse

Ele

ctric

Com

pany

LLC

. All

Rig

hts

Res

erve

d.

Use

of W

all 1

1.2

as a

Pip

e R

uptu

re M

itiga

tion

Feat

ure

•Th

e P

ipe

Rup

ture

Haz

ards

Ana

lysi

s (P

RH

A) p

ostu

late

s br

eaks

in

high

ene

rgy

pipi

ng N

orth

of W

all 1

1.2

–P

RH

A e

valu

ates

the

effe

cts

on e

ssen

tial S

SC

s, a

nd p

rovi

des

addi

tiona

l eng

inee

red

feat

ures

, if n

eces

sary

, to

conf

irm th

at th

e S

SC

s im

porta

nt to

saf

ety

can

fulfi

ll th

eir d

esig

n fu

nctio

ns d

urin

g su

ch e

vent

s–

Bou

ndin

g pi

pe w

hip

and

jet i

mpi

ngem

ent l

oads

are

app

lied

to

Wal

l11.

2 as

a re

sult

of th

e bo

undi

ng p

ostu

late

d br

eaks

•It

is p

ropo

sed

to c

redi

t Wal

l 11.

2 as

a H

ELB

bar

rier

–A

n an

alys

is h

as b

een

com

plet

ed w

hich

con

side

rs th

e hi

gh e

nerg

y lin

e br

eak

load

ings

in a

ccor

danc

e w

ith th

e re

quire

d lo

ad

com

bina

tions

iden

tifie

d in

UFS

AR

Tab

le 3

.8.4

-2, a

nd d

eter

min

ed

that

Wal

l 11.

2 co

ntin

ues

to m

eet t

he a

ccep

tanc

e cr

iteria

app

licab

le

to S

CII

stru

ctur

es.

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49

Wes

tingh

ouse

Non

-Pro

prie

tary

Cla

ss 3

© 2

015

Wes

tingh

ouse

Ele

ctric

Com

pany

LLC

. All

Rig

hts

Res

erve

d.

Pro

pose

d Li

cens

ing

Bas

is M

arku

ps•

UFS

AR

Sub

sect

ion

3.6.

1.1

•U

FSA

R S

ubse

ctio

n 3.

6.1.

3.2

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50

Wes

tingh

ouse

Non

-Pro

prie

tary

Cla

ss 3

© 2

015

Wes

tingh

ouse

Ele

ctric

Com

pany

LLC

. All

Rig

hts

Res

erve

d.

Pro

pose

d Li

cens

ing

Bas

is M

arku

ps•

CO

L C

ondi

tion

2D(1

2)(b

) [V

ogtle

], C

OL

Con

ditio

n 2D

(12)

(a)

[V.C

. Sum

mer

] –

Sin

ce C

OL

refe

renc

es D

CD

Rev

. 19

Sec

tion

3.6.

1.3.

2

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Wes

tingh

ouse

Non

-Pro

prie

tary

Cla

ss 3

© 2

015

Wes

tingh

ouse

Ele

ctric

Com

pany

LLC

. All

Rig

hts

Res

erve

d.

51

Par

t 1D

Use

of t

he T

urbi

ne B

uild

ing

Firs

t Bay

as

a P

rote

ctiv

e S

truct

ure

for T

orna

do

Mis

sile

s

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52

Wes

tingh

ouse

Non

-Pro

prie

tary

Cla

ss 3

© 2

015

Wes

tingh

ouse

Ele

ctric

Com

pany

LLC

. All

Rig

hts

Res

erve

d.

Des

ign

Bas

is T

orna

do M

issi

les

•To

rnad

o m

issi

les

are

defin

ed in

UFS

AR

Sec

tion

3.5.

1.4:

–A

mas

sive

400

0 po

und

auto

mob

ile h

igh-

kine

tic-e

nerg

y m

issi

le, w

hich

def

orm

s on

impa

ct.

–A

rigi

d 27

5 po

und

eigh

t inc

h ar

mor

-pie

rcin

g ar

tille

ry s

hell

to

test

pen

etra

tion

resi

stan

ce–

A s

mal

l 1” s

olid

ste

el s

pher

e m

issi

le to

pas

s th

roug

h an

y op

enin

gs in

pro

tect

ive

barr

iers

.

Wal

l 11

Con

cret

e St

ruct

ure

is c

apab

le o

f st

oppi

ng a

ll de

sign

bas

is m

issi

les.

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53

Wes

tingh

ouse

Non

-Pro

prie

tary

Cla

ss 3

© 2

015

Wes

tingh

ouse

Ele

ctric

Com

pany

LLC

. All

Rig

hts

Res

erve

d.

Aux

iliar

y B

uild

ing

Wal

l 11

Layo

ut

SRI

Wal

l 11

Con

cret

e St

ruct

ure

is c

apab

le o

f st

oppi

ng a

ll de

sign

bas

is m

issi

les.

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54

Wes

tingh

ouse

Non

-Pro

prie

tary

Cla

ss 3

© 2

015

Wes

tingh

ouse

Ele

ctric

Com

pany

LLC

. All

Rig

hts

Res

erve

d.

Aux

iliar

y B

uild

ing

Wal

l 11

Ope

ning

s (L

ooki

ng S

outh

)

5 do

orw

ays

and

2 ve

nt o

peni

ngs

in

Wal

l 11

are

eval

uate

d fo

r tor

nado

m

issi

le p

rote

ctio

n

SRI

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55

Wes

tingh

ouse

Non

-Pro

prie

tary

Cla

ss 3

© 2

015

Wes

tingh

ouse

Ele

ctric

Com

pany

LLC

. All

Rig

hts

Res

erve

d.

Eva

luat

ion

of A

uxili

ary

Bui

ldin

g W

all 1

1 O

peni

ngs

•5

door

s an

d 2

vent

s in

Wal

l 11

are

eval

uate

d fo

r the

fo

llow

ing

torn

ado

mis

sile

s w

ith a

hor

izon

tal v

eloc

ity o

f 105

m

ph, a

s de

scrib

ed in

the

UFS

AR

Sec

tion

3.5.

1.4:

–A

mas

sive

400

0 po

und

auto

mob

ile h

igh-

kine

tic-e

nerg

y m

issi

le, w

hich

def

orm

s on

impa

ct.

–A

rigi

d 27

5 po

und

eigh

t inc

h ar

mor

-pie

rcin

g ar

tille

ry s

hell

to

test

pen

etra

tion

resi

stan

ce–

A s

mal

l 1” s

olid

ste

el s

pher

e m

issi

le to

pas

s th

roug

h an

y op

enin

gs in

pro

tect

ive

barr

iers

.

Dis

cuss

ion

of th

e m

issi

le p

rote

ctio

n fo

r ea

ch o

f the

se o

peni

ngs

is p

rovi

ded

in

the

follo

win

g sl

ides

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56

Wes

tingh

ouse

Non

-Pro

prie

tary

Cla

ss 3

© 2

015

Wes

tingh

ouse

Ele

ctric

Com

pany

LLC

. All

Rig

hts

Res

erve

d.

Pro

tect

ion

from

the

Sph

ere

and

Arti

llery

She

ll fo

r the

Fi

ve A

uxili

ary

Bui

ldin

g W

all 1

1 D

oors

(Loo

king

Sou

th)

5 sa

fety

-rel

ated

SC

I Wal

l 11

door

s w

ill b

e ca

pabl

e of

sto

ppin

g th

e sp

here

and

the

artil

lery

she

ll w

ithou

t cre

dit f

or th

e Fi

rst B

ay.

SRI

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57

Wes

tingh

ouse

Non

-Pro

prie

tary

Cla

ss 3

© 2

015

Wes

tingh

ouse

Ele

ctric

Com

pany

LLC

. All

Rig

hts

Res

erve

d.

Nuc

lear

Isla

nd &

Tur

bine

Bui

ldin

g Fi

rst B

ay

SRI

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58

Wes

tingh

ouse

Non

-Pro

prie

tary

Cla

ss 3

© 2

015

Wes

tingh

ouse

Ele

ctric

Com

pany

LLC

. All

Rig

hts

Res

erve

d.

Turb

ine

Bui

ldin

g Fi

rst B

aySR

I

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59

Wes

tingh

ouse

Non

-Pro

prie

tary

Cla

ss 3

© 2

015

Wes

tingh

ouse

Ele

ctric

Com

pany

LLC

. All

Rig

hts

Res

erve

d.

Firs

t Bay

Mis

sile

Bar

rier

•D

etai

led

desi

gn to

be

final

ized

–D

esig

ned

per A

ISC

N69

0 –

Mee

ts U

FSA

R S

ectio

n 3.

5.3

requ

irem

ents

–E

quip

men

t Cla

ss D

a,c

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60

Wes

tingh

ouse

Non

-Pro

prie

tary

Cla

ss 3

© 2

015

Wes

tingh

ouse

Ele

ctric

Com

pany

LLC

. All

Rig

hts

Res

erve

d.

Wal

l 11

Pen

etra

tions

& O

peni

ngs

in F

irst B

ay R

oof

Pen

etra

tions

•W

all 1

1 co

ntai

ns p

ipin

g an

d e

lect

rical

pen

etra

tions

•E

ach

pene

tratio

n ha

s be

en e

valu

ated

Torn

ado

mis

sile

pro

tect

ion

is p

rovi

ded

by a

com

bina

tion

of

the

follo

win

g:–

Firs

t Bay

con

cret

e bu

ildin

g st

ruct

ure

–P

ipe

Sle

eve

–P

enet

ratio

n co

nten

ts–

Spa

re P

enet

ratio

n co

ver

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