ML18039A626

Rev 1 to 50147-C-011, HCLPF Calculations for Electrical Equipment on A-46 Safe Shutdown Equipment List

ML18039A626
Person / Time
Site:	Browns Ferry
Issue date:	07/15/1996
From:	Dizon J EQE ENGINEERING CONSULTANTS (FORMERLY EQE ENGINEERING
To:
Shared Package
ML18039A620	List: ML18039A619 ML18039A625 ML18039A626 ML18039A627
References
REF-GTECI-A-46, REF-GTECI-SC, TASK-A-46, TASK-OR 50147-C-011, 50147-C-011-R01, 50147-C-11, 50147-C-11-R1, NUDOCS 9812080139
Download: ML18039A626 (177)

Text

ATI'ACHMENT8 SEISMIC QUESTION NO.5 Browns Feny Nuclear Plant - IPEEE Calculation 50147-C-011, Rev.

1 HCLPF Calculations for Electrical Equipment on the A-46 Safe Shutdown Equipment List

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= o ~ 78

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(+. ETooo Hw o H<si 4 +t.

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+ iii-9 C>>~ FS Av'3 c,l,.

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(

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/AIok: yes of tl2/3 Mc-R.v WIE ch ~

IDeci y qrTB)cd o d ~l<$T'eEt p C /

(~404 T-b q o 0'o0

$ 1 I4,85, 0.5

~ A r panic 47Ivc boT galJg eE/zIgzftoE, of

/J

+ypic~L pIC R, l3rTE sl.

EA nc&yajc usnfjTAwi3.bo~

is /3owgii Bj on SEMIS 4v-l34pT~ L 3 > t (SSE l+

3(I3 )) +

P 5'o M AoSoooEEfgh CASnAQTos<rs IE oHo iS Span Q I3c gr~ IT'v I4Hs.

2.oo4.

EQE INTEPNAllONAL JOB HO. ~oI+

JOB CALC. NO.

Q Oll SUBJECT

~

E SHEET NO.

BY DATE ~~<-'4>>

CHIT'D ~ TI '~ DATE ~l 6.O C.ordC LVS loAS QI.L 4/CC.Q'u L gC T'Pamby Qd.P nB ~

On ~

PSrVP'&'~L.

S 5 5"L ( R.e.~- '3)

IAATp'C Keen SWAN k O VC-QC L.pl=

VdA QT eEB In ca@ s5 o4 o-3g

> ~i 4 ~

excel*'tfoB o4 c.yl t ~~t

<af'v~

Q~dBBi'ncaa +

he.

OEv V1E'~

Pn ~

A -44 fi'spoof

+o M'I cncAovage

~nf)AAro.+'TB~

dAn.Z M Pl(oa>ng I I+

ES n kcP TH t tl

~uiT r

+

&i~ Rnc,Roric OEJQ>SW i O

OAF Z.IA-~

(BBBI.

q, +>

lB BT.. B'BBE bLgKI/~)

7rBBnS Av<e.B 0- o<F- >ll-ThK (SSEL

'I<o5 ) +

GL 553 d 5@lb /+)

77 HCLl'F Vai~ 4v M c b~~

+<a~a4vg ew e~

a(c l~M b~

o.Z( )

. (S~~

Sec+I'on 5.V./)

IAIofe: %Le.

e 4EB~

cenolJ s ETBns a,~ a t5~

a.pauli ca,pic uhz.vc.

a.o(cC~ ~ 1'SE L S.n ~ ~

iSS~n Co-g<<TS. o TB'f ~>\\ M)~4;4 sBvT.. ( Sc.c EB, l5 EB h3 o~

o~ 'P~ ~ 4),

z'l-qg 71 g

~

EQE INEPNATIONAL

~O'TTBNATNNAL I

JOB NO.~E'6~

JOB CALC. NO,~o SUBJECT c

A

< re<~

SHEET NO.

~rJ ~

BY DATE >Z -tW-'T CHK'~

DATE ~TJT

'E'rTA c.e Wa uZ SEWS

&v'

%BESETS ZE F ooo310 (SS EL~ oo'loTE J

SSEL Line No.

39016 Status Y

U SCREENING EVALUATION WORK SHEET (SEWS)

Sheet 1 of P lo Equip.

ID No.

3-BDBB-268-0003D Equip. Class 01 - Motor Control Centers Equipment Description 480V RMOV BOARD 3D Location: Bldg.

U3-RB.

Floor El.

593 Manufacturer, Model, Etc.

(opti.onal but recomme'nded)

Room, Row/Col' R17

/

5'73 g~e sos')

g)

N U

N/A

(')'ERS AGS CRS RRS N

U

~-+oooo-9+ '3'39)

SEISMIC CAPACITY VS DEMAND 1

Elevation where equipment receives seismic input 2.

Elevation of seismic input below about 40'rom grade 3.

Equipment has fundamental frequency above about 8 Hz 4.

Capacity based on:

Existing Documentation Bounding Spectrum 1.5 x Bounding Spectrum

'ERS 5.

Demand based on:

Ground Response Spectrum 1.5 x Ground

Response

Spectrum'onserv.

Des. In-Str. Resp.

Spec.

Realistic M-Ctr. In-'Str.'esp.

Spec.

Does capacity exceed demand?

(Indicate at right (*) and in COMMENTS if a special exception to enveloping of seismic

~

~

~

~

~

~

~

~

demand spectrum is invoked per Section 4.2 of the GIP.)

CAVEATS BOUNDING SPECTRUM (Identify with an asterisk (*) those caveats which are met by intent without meeting the specific wording of the caveat rule and explain the reason for this conclusi'on in the COMMENTS section below) 2, 3.

5.

6.

7.

8.

9.

10.

11.

12.

Is the Equipment is included in earthquake experience equipment class 600 V rating or less Adjacent cabinets which are close enough to impact, or sections of multi=bay cabinets, are bolted together if they contain essential rel ays Attached weight (except conduit) less than about 100 lbs per cabinet assembly Externally attached items rigidly anchored General configuration similar to NEMA Standards Cutouts in lower half less than 6 in. wide and 12 in. high All doors secured by latch or fastener Natural frequency relative to 8 Hz limit considered Anchorage adequate (See checklist below for details)

Relays mounted on equipment evaluated 8F-o Have you looked for and found no 'other adverse concerns?

intent of all the. caveats met for Bounding Spectrum?

CB N"

U N/A CB N

U N/A

~Y N

U N/A('0 N

U N/A N

U N/A N

U N/A 8

N U

N/A N

U N/A CP N

U N/A C~)

N U

N/A (g>~C-<o>

Q)

N U

N/A Q)

N U

N/ANU N/A

SSEL Line No.

39016 SCREENING EVALUATION WORK SHEET (SEWS)

Sheet 2 of Pe, Equip.

ID No.

3-BDBB-268-0003D Equip. Class 01 - Motor Control

~

~

~

Equipment Description 480V RMOV BOARD 3D Centers CAVEATS -

GERS (Identify with an asterisk

(*) those caveats which are;-

met by intent without meeting the specific wording of the caveat rule and explain the reason for this conclusion in the COMMENTS section below) 2.

3.

5.

6.

7.

8.

9.

Is th Equipment is included in generic seismic testing equipment class Meets all Bounding Spectrum caveats Floor mounted cabinet Ha'ximum weight per section less than 800 pounds Base anchorage utilizing HCC base channels Adequate strength and stiffness in load transfer path from anchorage to base frame (only for "function after" GERS)

Essential relays have GERS ) 4.5g (only for "function during" GERS)

Able to reset starters (only, for "function after" GERS)

All adjacent cabinets or sections of multi-bay assemblies bolted together e intent of all the caveats met for GERS?

N U

N U

N U

N U

N U

N/A N/A N/A N/A N/A N

U N

U N

U N/A N/A N/A N

U N AYNU/

RAGE Appropriate equipment characteristics determined (mass, CG, natural freq.,

damping, center of rotation) 2.

Type of anchorage covered by GIP 3.

Sizes and locations of anchors determined 4.

Anchorage installation adequate, e.g.,

weld quality and length, nuts and washers, expansion.

anchor tightness 5.

Factors affecting anchorage capacity or margin of safety considered:

embedment

length, anchor spacing, free-edge

distance, concrete strength/condition, and concrete cracking 6.

For bolted anchorages, gap under base less than 1/4-inch 7.

Factors affecting essential relays considered:

gap under base, capacity reduction For expansion anchors 8.

Base has adequate stiffness and effect of prying action on anchors considered 9.

Strength of equipment base and load path to CG adequate 10.

Embedded steel, grout pad or large concrete pad adequacy evaluated Are anchorage requirements met?

CP N

U N/A N

U N/A N

U N/A N

U N/A CiD N

U N/A 6

N U

N/A CB N

U N/A QY N

(')) 2 (lO) 8 N

U N/A C<>+)

CP N

U N/A (B N U

N/A

SSEL Line No.

39016 SCREENING EVALUATION WORK SHEET (SEWS)

Sheet 3 of g<.

S Equip.

ID No.

3-BDBB-268-0003D Equip.

Class Ol - Motor Control Centers

~

~

~

Equipment Description 480V RMOV BOARD 3D INTERACTION EFFECTS 1.

Soft targets free from impact by nearby equipment or structures 2.

If equipment contains sensitive relays, equipment free from all impact by nearby equipment or structures 3.

Attached lines have adequate flexibility 4.

Overh'ead equipment or distribution systems are not likely to collapse 5.

Have you looked for and found no other adverse concerns?

Is equipment free of interaction effects?

IS E UIPMENT SEISMICALLY ADE UATE?

COMMENTS

,) ~ ~A-I o

seJs, 4v 2

(8 N

U N/A Y U N/A <<)

+

N U

N/A N

U N/A O'

U N/AYSU (r)

Y U (8) g) ~.-

t o ~c-+v i-o'i~Y II gg

~

~ ~ ~g~

Qa 7'ill ag~c L W~ >I sag ~me.hN ~

s 5

+

c.va.h~ o~

~

p4p

~-4 4r s W

+

) o

~

Evaluated by:

D

(~ (o

EQE INTERNATIONAL cssclcsccllass cc JOB NO.~l~~

JOB CAI.C. NO.~$

SUBJECT

<5'H 59'olg SHEET NO.

BY DATE lo-l0-9.

CHK'ATE ( n

~Z'VO /s 5-"5b&Eb-~< F-O6o> b

+Fov RH0V (bW~. 3 g5'W 58m ~ <9/J IlZ5'-I)

(/ntcroscf/ooc L Bwidc4oc.rsvp cc p v $;r) 0)

< /saga

//.6c/ssccs Ayc~.

~.p cd~'~i s + I wcoAg a~ ~4,I AhW'4 Sp~n fO f4 gaSp S~ogm 'IZ Eaux L~ jy

$n/~ + ~ ~s/j Gka nn C.L cA > -L is w~(Z> ~ ~4M& I (~

pM.

(3-2'/~$ ~ g p~y)

/s b~ +'- B/g 4 6 lk..'~T S'jt O

l< Q~ g rovk parce,4. + 8>

Cavd h=qo" k=>Jn..

7) ~I otic I-u',"

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CL+CC

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ty lg c 2 ir'/s cvc /pc K l ac) (g oscL'ts Hcw /).-

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EQE INlEPNAHONAL INTEANATIONAL JOB NO.~<~

JOB ~A CALC. NO.~~

SUBJECT

~Z 4 bib (ss~ >'l o'l Eo SHEET NO.~~

BY

. 'ATE~o CHK'DBT'tT ~ATE ~To '

IP QblC'tiay g Abye K.ET'- oem'>b t tg, ~VoITNC TT 0

6 Ib Rgi d S~BVt rOd ~~~ S~Nit (~P) 4 cL 5g>

Of W4 IEl~C+O~ Of 44-

~ t. Ic.

Tea~

a'i l4 HC C.

( gBB~ac /fate t)b6AvNNvoofcioi in OEA flic~ OSVS 3'Vo I6o)

JOB NO.~+~

JOB CALC.NO.~~

SUBJECT (Ssa Bq<<c)

SMEET NO.~~

BY DATE ~a CHKW'K DATE ~>><r T) rTYDArqr IVW$on L.

I g.yg BE%

~r) lo-.3/y g RM~

pLAIJ

>HOB. +ad PZ5

~Sr tBlq'II

~3$ 0 x 8'1~

'Pl LipS A-A

/~i -- 2O xL + x. o./I (I~)

I (o xL.V x o Il (1~')

= I. V7o" Ail pl 5;I I ~~ L

'iS

~C,WY"J 4g >/pe

~cvc-K

'A% ~v.

p s

(

=+.SS

) ~'

o-a5

= r.)bS

( ~,

= 3 7V aiI xiii

~pl O 75

= +.LL

)

E/,

= I. 87

=) C~

hor'A

>/g EI rt.6alts ~

>/py'dor l4*

L~J>

EQE (NTERNAJlONAI.

JOB NO.~~

JOB CALC. NO.~

SUBJECT

-MG I

SSEI.

3S41 2

Eeo o

~ + eo$ Q SHEET HO. ~S BY P

DATE~lo CHK'DA~

go p

Hckc-hi /Caned) 5 IVI 2ce v

t HCG,OVBv ve Il Chr. O4 KSESS I&

IE,<Laid>>

IoeeEecLs c+ AH l39

'b~~. Of.+Pc. P FHBY l P~

AIDI C of QIP:

bwkA-rox ceo r 2-x1 t(1 xe )r(er xe )+ (Box< ')] =Tie.

3Z, af +Pc.

IEB /Awe L B.o r +' w x 1 t(eoreo) a (ooreo'lr (1orTo')]

= cBB.

8 Ig4 32 (Zg Q 1'I

)T. I& + (3 x &3&)( Io)

(z xsw)+(axe.o8)

OVCv'alI ~Ocr 0+ MA,V ~

( II = So y=. tZ.S) oY rr P

overall ea ier o( r )iLiQ (B'(x

+o++ So, f= I1 1ol pl.1 Ao Small, ~>>

h(B. RagI'M

EOE INTERNJB TIOHAL JOB NO. ~EB I ~~

JOB CALC,NO,~

SUBJECT C

P S

v

-8b8

-Lt f-ooo3b BY CHK'D~

SHEET NO. ~F DATE ~to DATE ~ ~4 Sf N~tc./o (C ~t2)

- b CW~jgOQC ETT, EB4 Serbian M~TJTS a~

~EBH' 0

0 0

0 0

0 0

0 0

0 0

0

.0 0

Eo I

SG 0 (KL.Q) g + ( Iz.t) ~ 0 ( l& l2.-2) ~

C (/2" 2) - Z59I.

En (4r mONSC

~$ aHlng y+ O4 PkTEC.

4 ~

b H )m f(G t9 BD ASh'hio )=l47po.

in

EQE INTEflNAIIONAL Vlftteak I~ al JOB NO.~+~

JOB P

CALC. NO.

SUBJECT Seas

-uQ l

3 6b ghee ooo3D (5 5 El 3fo 1 C SHEET NO.

1 o4 /

BY DATE /o lo-fc CHK'D 8

DATE /o / ~ 45 44/c lo (CD&9 ~)

Qe$ ~n iw-Le~~+

~~g'd~

Z '3'P and I-Z~/~ g

~P'J C -A:f, ~'lh w/4~+~vg st a~

a) ~

o<

wR-w6k (icP I

5g~

g (2xIL'E'.~w IX'fh /)

t

= 1035.

/mp P Agog I

-25m/,5'z(l 5 ~7+2. +.5+ l4 ) x~/

X2'o i />><.

w~s~~4<~

g,5fg~~g of cAlcfs ll tp

(>

9o a hvv~ h~~

Il (a

'F>

<<4ov~ 4~

a~I only g g~ 4io zeal'l <<sxC38

= 37S2,'

Mco

~

( ~ 45 a4ov P~c fwo.5ov s '.

- /oO) cop servw+ivc,Q~ for sew.~d;>g t v,~pat<

(gfaf Hp>

R>> pP'C/

p bBEg ct.

o

~ (Cg (ZlA)

A~~(ev'~+ot1 W ~/ IAWAing / Zh i%4Yc.~ ~~+< ~~ ~+'+~~ "+ sp ag /. o g

)c l 2 5'

l. 2 5 )

4 o./QQ g / VS

o. 20 V

- 5'c'sr i'c.

WMs:

F< - - /ZSo

+ C/o35' l ~ Z5g) + (375 Z g l.25 ) - 7 QQ 4.

Fy - (/o~5 x /.2,sg) + ( 3752.

x l Z<g ) =

(/c 35

+ 3752) x o Z~ =95 7.

ft> = (/o35 8 l 2' Vo ) + (s7~%"x L.25'S'

- 327, +5'Y.

Hy A+ 5'o)( 9'0 ) + ( /o 35 x /.2.5j x qo ) ~ (375'Z

)CI ~ 2 S)x f5' f 371 q'ting.

M< +o

ECE INLEPNAflONAL PITTTt ATCWAL JOB NO.~~~

JOB 7 V B>'JP 4.

CALO. NO. ~a SUBJECT Sa

~o

~ -

'b

- <4 (SS CL 3fol4) gA~ i> (c.~q'g)

E pcv

~/~ Pho//'Y CHK'HEET NO. ~xll DATE ~To T-DATE /0 JET 7zQV 5

54+v

+E:nsT dn tnt.'TT-T 'fit)

U)~

+g = > F.

USE

/o35 +3'7gg g

5 K 'f llE I '1.

Rsi o.ll,~

(

Fg 3Q Rsi os I

CkcQc 3/q rP AE chow So/HS:

T CI7DcNTfa bL Q ~'tl 1

T 5 A fj 'S Ty ~ 4 3/P I = ZOeT7

(~q)( - ~.14 +

p. (C ( l.o

+gal EEk 0

JOB NO. ~So~~

JOB Ii CALO. NO.~O-ol suosECT Nc,<. F SHEET NO. ~~

BY DATE ~>T-'-

CHK'ATE (7 p~m) g T'TAt' ME'nlT 9

SEWS

+v ET-'BlSTEIE aT'T-Oooo+

(SSSLS 'Tag) )

Status Y

U Sheet 1 of PC SSEL Line No.

9031 Equipment Description 480V DSL AUX BD A SCREENING EVALUATION WORK SHEET (SEWS)

~

~

~

Equip.

ID No.

0-BDBB-219-OOOOA Equip.

Class 01 - Motor Control Centers 1

1: Bldg. ~55 5

BBB 51 51.

555

Room, Row/Col'anufacturer, Model, Etc. (optional but recommended)

&E 7 7<D 4

583 -~

Y Cg)

U N/A (e)

DOC BS$88)

GERS GRS AGS s

p Sp c...

din YNU OA ismic IP.)

(agliac ass-lo>l)

(*) those caveats which of the caveat rule and section below)

CAVEATS.- BOUNDING SPECTRUM (Identify with an asterisk

~

~

~

~

~

~

~

~

~

are met by intent without meeting the specific wording explain the reason for this conclusion in the COMMENTS SEISMIC CAPACITY VS DEMAND 1

Elevation where equipment receives seismic input 2.

Elevation of seismic input below about 40'rom grade 3.

Equipment has fundamental frequency above about 8 Hz 4.

Capacity based on:

Existing Documentation Bounding Spectrum 1.5 x Bounding Spectrum GERS 5.

Demand based on:

Ground Response Spectrum 1.5 x Ground

Response

Spectrum

. Conserv.

Des. In-Str.

Resp.

Spec.

Realistic H-Ctr. In-Str,.

Res e

Does capacity exce'ed demand?

(Indicate at right (*) an COMMENTS if a special exception to enveloping of se demand spectrum is invoked per Section 4.2 of the G

2.

3.

5.

6.

7.

8.

9.

10.

11.'2.

Is the Equipment is included in earthquake experience equipment class 600 V rating or less Adjacent cabinets which are close enough to impact, or sections of multi-bay cabinets, are bolted together if they contain essential relays Attached weight (except conduit) less than about 100 lbs per cabinet assembly Externally attached items rigidly anchored General configuration similar to NEHA Standards Cutouts in lower half less than 6 in. wide and 12 in. high All doors secured by latch or fastener Natural, frequency relative to 8 Hz limit considered Anchorage adequate (See checklist below for details)

Relays mounted on equipment evaluated PF= g.o Have you looked for and found no other adverse concerns?

intent of all the caveats met for Bounding Spectrum?

S N

U N/A Q3 N

U N/A 9

N U

N/A (~)

G N

U N/A Q'J N

U N/A N

U N/A 9

N U

N/A C5 N

U N/A N

U N/A N

U N/A ($4 (P

N U

N/A(">

Cg N

U N/ANU N/A

SSEL Line No.

9031 SCREENING EVALUATION WORK SHEET (SEWS)

Sheet 2 of P~

Equip.

ID No.

0-BDBB-219-0000A Equip.

Class Ol - Motor Control Centers Equipment Description 480V DSL AUX BD A CAVEATS -

GERS

( Identify with an asterisk

(*) those caveats which are.-

met by intent without meeting the specific wording of the caveat rule and explain the reason for this conclusion in the COMMENTS section below) 2.

3.

5.

6.

7.

8.

9 Is the Equipment is included in generic seismic testing equipment class Meets all Bounding Spectrum caveats Floor mounted cabinet Maximum weight per section less than 800 pounds Base anchorage utilizing MCC base channels Adequate strength and stiffness in load transfer path from anchorage to base frame (only for "function after" GERS)

Essential relays have GERS

> 4.5g (only for "function during" GERS)

Able to reset starters (only for "function after" GERS)

All adjacent cabinets or sections of multi-bay assemblies bolted together intent of all the caveats met for GERS?

Y N

U Y

N U

Y N

U Y

N U

Y N

U Y

N U

Q/

Y N

U Q' N

U (NH/l Y

N U (Q/ YNU ANCHORA l.

2.

3.

5.

6.

7.

8.

9.

10.

Are an GE Appropriate equipment characteristics determined (mass, CG, natural freq.,

damping, center of rotation)

Type of anchorage covered by GIP Sizes and locations of anchors determined Anchorage installation adequate, e.g.,

weld quality and length, nuts and washers, expansion anchor tightness Factors affecting anchorage capacity or margin of safety considered:

embedment

length, anchor spacing, free-edge distance, concrete strength/condition, and concrete cracking For bolted anchorages, gap under base less than I/O-inch Factors affecting essential relays considered:

gap under base, capacity reduction for expansion anchors Base has adequate stiffness and effect of prying action on anchors considered Strength of equipment base and load path to CG adequate Embedded steel, grout pad or large concrete pad adequacy evaluated chorage requirements met?

N U

N/A (<>

N U

N/A(~')

Y N

U N/A (z,()

Q)

N U

N/A I N U

N/A g

N U

N/A QYN U

N/A N

U N/A g

N U

N/A N

U N/A 0

SSEL Line No.

9031 SCREENING EVALUATION WORK SHEET (SEMS)

Sheet 3 of gg

~

~

Equip.

ID No.

0-BDBB-219-OOOOA Equip. Class Ol - Motor Control Centers Equipment Description 480V DSL AUX BD A INTERACTION EFFECTS 1.

Soft targets free from impact by nearby equipment or structures 2.

If equipment contains sensitive relays, equipment free from all impact by nearby equipment or structures 3.

Attached lines have adequate flexibility Overhead'quipment or distribution systems are not likely to collapse 5.

Have you looked for and found no other adverse concerns?

Is equipment free of interaction effects?

IS E UIPMENT SEISMICALLY ADE UATE>

COMMENTS N

U N

UIll N/A N/A H)

N/A N/A (BN U Y

U (log')

N U

N/A ( w) p rscs+

1 5 g

5 t'~

tst' q) s~

aVgs ~e.ra-s.~s8~

bc.

)lcd,pl~ (g

g~~

Q. ), ) (

g.gp,.$

( gf. ~tc.,

(Q Qggoo td>3~8)> So4 ~

In% Jn c%vc sp~~&

~v4 I 5n-s+ac+vr~ spelt~

~4@ ~ I.5 p( Qwvlg,lb~i Sfcc+n a sc g Sa~

(iac rl '< c9 ips c c CSacf) s res~+'cafes Q

aalu cs4 G <5'<

~ srsMs

~

snA +

af's

<<sa+

srs c+ ~

CSvSs cc(C'S a V-S - 'ass 3 S')

]I) J~ ~/'~

J P

>~

g gLJg Qr 5

f3gQg

~$')

<<s~~ 3P ( >> CL 50sS~) ~ IF Evaluated by:

s t:~r

EQE INTERN ATICTNAL JOB NO. ~I~+05 JOB CALC. NO.~~

SUBJECT A-(CSEl Htb. 9531 SHEET NO.

BY

'ATE~CT.

CHK'D 2aCTATE gll29 '3

/o31 p fQ++ ~ 7~33

/'d.

Q l3,gg~

o+A p oou05 i '3'i) lW ~ . act S ~ic Zox'L x'lo. 2'sc. M =.5'Bis.. (sots. s-YSX3'cz) ~ ~ ~ c (z) i~ T icos cc. c a+o/

• YT sit.t c.l L Q cb ltd.ss smMS w /- Mv~~s

-( A'>~ ~ ~p) (~-'F-g ~ 5~ '~~/3") (3) A l~ cccZboC +.4~ a~a b ttat'oJo~ oc/ C/Y. Q Rosie ~ ~.c; cT-bol* aZoa co.~ Q 33 tc Tx (Ac c sc TcoZ ctt tr b H) g'ccl bp./lice/j'/t coZCg c g zx2 s, I/~o cscotatb at AoT. oX.tl iso obc c a ir baTc sbt ~ ttscz -Bitt 5 b ttc Cc + q oaal (0) Plex cxsoct 'ts /ccw ~~Wc. /Icx.'b; l;g. (s) Mof4 6 12 cn ~g Wb~" Slits'. L f YT)38 ~oh'c4> BJL:zL coenccf +S a. 4,~L >'( "P VO3 t u~ Co~/~+-' TJO Wt <<>*~b + z C5 3 e QEB ~vwmsgl ~i QC pi/scyicslSC:~ 4p 0~12 ~$g +yz,(u s) ~ c SC~4~ cz2~'t % oJ on Ps zJs.+'EEB~ ~< 1~7ftBn s /i /nsg> 23o 8'cw Pl~~~f + HS JLVf ~ /35255cc' .+ Zxss p~~+ ~p~ M~~ s ss~ lcfltcts 4>>: /tea 5 Bcc ascot ao Saol g~M tcoW Yo. t c. rC I/~. ~rd.. 1 c (@) Yh g,')l Crab )lC,L BS u e. ld~/ W en b~~C .PlZN~S ~)a4. ~ig >C (85 2 Jlzisytt g ~ Itr C ~ C - $ p csb.4g) (7) Ftrc lBmoc.C 0 >h p2ps'gh Qc,t s'zp 'tLE. 9~>vk sc'2 ej;>gL Sc ppcscc fM. ccu ~ceeewaeloNae JOB NO. ~592. t ~ JOB CAEC. NO, ~< SUBJECT SSEl 4 /gag) SHEET NO.~ BY 8 DATE Wl -ESBoa QHK'ATE

8) JTno/co~a. sv~W'o~.

(Z/ Zw.r, O.5:S'ASZS. $. +55aleEIIB) /2M o C3 GL 5', t/g a e4c"fall E~+o>> (LOOleig.FW0) ~ E C o 7Bf L Ej 'p. wg. - 5C zrEB B'Goo gled ( .g. ) 'e jloobovecJ a/ cecao5a o/ 14. pe alc * /Jv 51I I/ <i a~~C,4 if O&ozz~V 'Bzg 0- ~f~ pf J~f t'r,'ll ~ ~Q + S +.r m~ of~ p ~eL. . Jl-A

t. p f,b 3, qsggss ii.'7, sect. z v) coo c oUw avo ovac5w g 4

'Ica / alice a@pc ctw *j+ cc/ac a & F cawclovavce SUatcclr wa cr'Jaw We ca/pea Jac J ( ccwvAve) gaepvc wU a5' Ee /J/ 4ceg )ge /a 54 cogjcwce4( 5c5av'cs will Ee. bhec/cmice+ aca/e /S <</Kkaace) /Ja<<va.a co ce <<a/'y capo< = Io ge> <<(+. deb ~it Tx,a a. Sn SSC Sl ~ = o, Is ) (cue.BPh ~cc L ~+~) gj vlf 7-Pw 'Jo I Q </ *P J~ = t 57xloscl5ace5x '+ /45TXo.lzxl zS IS') ~ 4 pf/4 /pe)(g gQgf F ( SEaC QCIe+tB~Q) g I g $ Q ~ a~fa ~IEpr 'ITS 555 co~a + IaaxEEIeczcaa V

n fIruc4re fpycdrxl. gs I

= o049' y Zz> = 1525 7= /033 4/I L hEIN tn+1 ~555" g>> ~/+ y ~~~ (/55>g< CgE fNTERNA'nONAL ~CIECcccfXjcccc JOB NO. ~~70~ JOB CALC. NO.~~ SUBJECT E4/ ~ B 1 '0 - o (ss~ ~- Sod)) r SHEET NO. ~f~ BY DATE ~>5-c'HK' ~ DATE I/ ((447 lccfScfccf EElxf cExl cxf

+

S~ -T~iav En~a,Gh~ F~. 2,Cga.% l-8'4 g Zasta U-SC F~ = '52.c'3 $5E Cn 's is ~kdw ~ og p~~~ p III ~4'n V r1 ~ ~Wvg c. ~ p~ Js ~ //y p $~$, DJL 'cL l~ ~ s M~ ~ 4c ~a M 4v 55K LoM:~g. b~.e./~~% 7H M Q+ /%A% ( C J ~ I H)C18 fccf SJI( Qgg+QErL +5 W4D 'plCAK OY c xeA T Tw+c TccccfccT s&c) arclw Drc' c.< <<U'~* J+D 0k Lg MWpEffccrfS fEmc KQE /NTERNATIONAL JOB NO. ~9>'~ JOB CALC NO ~CNB SUBJECT ec SHEET NO. @~M~ BY 'ATE ~lr -t1-CHK'D -0' DATE A~Ac.H HZdT Q SEWS Ar '2-lSYa'TS'b ZZJ oaaT A (SSBL < 9oZo) SSEL Line No, 9020 SCREENING EVALUATION WORK SHEET (SEWS) Status Y QN U Sheet I of 3 Equip. ID No. 2-BDBB-231-0002A Equip. Class 02 - Low Volta e Switch ear ~ ~ Equipment Description 480V SHDN BD 2A Location: Bld RB Floor El. 621-~ SEISMIC CAP CITY VS DEMAND 1. Elevation where equipment receives seismic input 2. Elevation of seismic input below about 40'rom grade 3. Equipment has fundamental frequency above about 8 Hz 4. Capacity based on: Existing Documentation Bounding Spectrum 1.5 x Bounding Spectrum GERS 5. Demand based on: Ground

Response

Spectrum 1.5 x Ground

Response

Spectrum Conserv.

Des. In-Str. Resp.

Spec.

Realistic M-Ctr. In-Str.

Resp.

Spec.

Does capacity exceed demand?

(Indicate at right.(*) and in COMMENTS if a special exception to enveloping of seismic demand spectrum is invoked per Section 4.2 of the GIP.)

CAVEATS - BOUNDING SPECTRUM (Identify with an asterisk (*) those caveats are met by intent without meeting the specific wording of the caveat rul explain the reason for this conclusion in the COMMENTS section below) l.

Equipment is included in earthquake experience equipment class 8

N

.2.

600 V rating or less N

3.

Side-to-side restraint of draw-out circuit N

breakers is provided 4.

Adjacent cabinets which are close enough to impact, or sections of multi-bay cabinets, are bolted together if they contain essential relays 5.

Attached weight (except conduit) less than about l00 lbs per cabinet assembly 6.

Externally attached items rigidly anchored 7.

General configuration similar to ANSI C37.20 Standards 8.

Cutouts in lower half of cabinet. side sheathing less than 30% of width of side panel wide and less than 60% of width of side panel high excluding bus transfer compartment 9.

All doors secured by latch or fastener 10.

Anchorage adequate (See checklist below for details) 11.

Relays mounted on equipment evaluated 12.

Have you looked for and found no other adverse concerns?

Is the intent of all the caveats met for Bounding Spectrum?

C tl-3v~

Q)

N U

N/A C9)

DOC BS

~B GERS GRS AGS CRS N

U C~)~

which e

and U

N/A (<>

U N/A U N/A(....~)

N U

N/A(<)

N U

N/A <Sh N

U N/A Q9 N

U N/A (B

N U

N/A 6 N U

N/A N

U N/A(( )

N U

N/A C>>~

Y U

N/AC~)

Y U N/A(~)

(Mo~Oa ossa-9m~)

g Room, Row/Col'-R13 Manufacturer, Model, Etc. (optional but recommended) c a

- K<~~~~ Ak. -ZA-zW l > Ag. C*

AI4-tA-boa z

SSEL Line No.

9020 SCREENING EVALUATION WORK SHEET (SEWS)

Sheet 2 of 3 Equip.

ID No.

2-BDBB-231-0002A Equip.

Class 02 - Low Volta e Switch ear

~

~

~

Equipment Description 480V SHON BO 2A N U@P N U~

N U

I CAVEATS - GERS (Identify with an asterisk

(*) those caveats which are.-

met by intent without meeting the specific wording of the caveat rule and explain the reason for this conclusion in the COMMENTS section below) 1.

Equipment is included in generic seismic testing equipment class Y

N U

2.

Meets all Bounding Spectrum caveats Y

N U

3.

Floor-mounted enclosure Y

N U

4.

Manufactured by major vendor (ITE/Brown Boveri, Westinghouse, or GE)

Y N

U 5.

Maximum weight per section less than 1600 lbs Y

N U

6.

Base anchorage adequate (See checklist below for details)

Y N

U 7.

Relays used for breaker function are not on "Low Ruggedness Relays" list Y

N U QQ 8.

Relay evaluation completed for all relays that are essential to other equipment or cause unacceptable lockout Y

9.

For 2.5 g level GERS, vertical restraint prevents breaker upi'ift Y

10.

For 2.5 g level GERS, outside corners of end units are reinforced, if needed Y

t 11.

All adjacent cabinets or sections of multi-bay

~

assemblies bolted together Y

Is the intent of all the caveats met for GERS?

ANCHORAGE 1.

Appropriate equipment characteristics determined (mass, CG, natural freq., damping,.center of rotation) 2.

Type of anchorage covered by GIP 3.

Sizes and locations of anchors determined 4.

Anchorage installation adequate; e.g.,

weld quality and length, nuts and washers, expansion anchor tightness 5,

Factors affecting anchorage capacity or margin o'

safety considered:

embedment

length, anchor spacing, free-edge

distance, concrete strength/condition, and concrete cracking 6.

For bolted anchorages, gap under base less than 1/4-inch 7.

Factors affecting essential relays considered:

gap under base, capacity reduction for expansion anchors 8.

Base has adequate stiffness and effect of prying action on anchors considered 9.

Strength of equipment base and load path to CG adequate 10.

Embedded steel, grout pad or large concrete pad adequacy evaluated

're anchorage requirements met?

N U

N/A N

U N/A (<)

N U

N/A QY N

U N/A Y

N U

QY N

U N/A 8

N U

N/A 9

N U

N/A 8

N U

N/A Y

N U

N/A PY N

U.~~)

SSEL Line No.

9020 SCREENING EVALUATION WORK SHEET (SEWS)

Sheet 3 of 3 Equip.

ID No.

2-BDBB-231-0002A Equip. Class 02 - Low Volta e Switch ear

~

~

Equipment Description'80V SHDN BD 2A INTERACTION EFFECTS 1.

Soft targets free from impact by nearby equipment or structures 2.

If equipment contains sensitive relays, equipment free from all impact by nearby equipment or structures 3.

Attached lines have adequate flexibility'.

Overhead equipment or distribution systems are not likely to collapse 5.

Have you looked for and found no other adverse concerns?

Is equipment free of interaction effects?

IS E UIPMENT SEISMICALLY ADE UATE>

COMMENTS 8

N U

N/A Y

U N/A(V)

Q)

N U

N/A(ii)

'B N

U N/A (<<>

(F)

N U.

N/A (7>

Yu (r)

Y U (<)

p/oM I 1hy~ 5 4ng 5

%w j2, xe~

5ggs 4ov Ahbbg Qg) osage QSSEL ~. golf).

Lac

<<4 sQ

> P4~ ~<gQ u) )/e Nc~l 4 p = >(/8)+ (')~L 2-7l 4

.: C)

S~ik'L)ca

'a <<~cg Q ~ e W~ ~'0 gg

</~ ~

m~gs4~4l~ e ~

~

4

~

to~s~

hi~~~

o( Sgp +~

hl 4e Pe~

nafe a

on sads 4~

v~~y+v4 P~C

~~A W4 p~

pQ 7f sx

~ 4Q p~ ~yL;s

=) t- [~ rs~srs ->

= s~+

kz.

54 ~

4

'= I /Z~

Tct4tdn C>i =>~~ ip cw~ 4 rsa~4 Roid)

S~

Tc siov

]> Wc%<\\

o7of xi g z. g)

++

havoc,k bo~~4chv 4a~ ~J~

<w~ - (.a~~ xV= 7.sz.z "~

Nw LC-~+(,g~~

Evaluated by:

)+(

) = o.39 (I.

(

J. IE X

/ - SZ.+h

/. 65'L) 7 3L9

~""+ ~~ ~+~ ++~ (Q. E,'cb'L dp exing ql,v~g Date:

0a 5~

I

'p) glo(,k. IAe llS i ve Jg AA.c o~

g ~g (<y<( p~

gag p~

g/

+~~<A

~

+

+ ~

~

a

~)

64~us 4 '5 $ 4 ~)

rl E TNTERNA11ONAL JOB NO ~oL4 JOB A

CALC NO ~C~

SUBJECT CU BYCHK'HEETNO.~~ 'Qi DATE ~o>>

DATE ~T (JO p ~g 3 ~P c.wH~QT 9

c'eh/5 tv o-ES'bAA-'E<< oao<<A (SS'EL4 qolB)

SSEL Line No.

9012 SCREENING EVALUATION WORK SHEET (SEWS)

Status Y

CNI U

Sheet 1 of gg Equip.

ID No.

0-BDAA-211-0000A Equip.

Class 03 - Medium Volta e Switch ear

~

~

Equipment Description 4KV SHDN BD A Location: Bldg.

RB Floor El.

621-3 Manufacturer, Model, Etc. (optional but recommended).

Room, Row/Col R-R2 SEISMIC CAPACITY VS DEMAND l.

El'evation where equipment receives seismic input 2.

Elevation of seismic input below about 40'rom grade 3.

Equipment has fundamental frequency above about 8 Hz 4.

Capacity based on:

Existing Documentation Bounding Spectrum 1.5 x Bounding Spectrum GERS 5.

Demand based on:

. Ground Response Spectrum 1.5 x Ground

Response

Spectrum Conserv.

Des. In-Str.

Resp.

Spec.

Realistic M-Ctr. In-Str.

Resp.

Spec.

Does capacity exceed demand?

(Indicate at right (*) and in COMMENTS if a special exception to enveloping of seismic demand spectrum is invoked per Section 4.2 of the GIP.)

~

ip 1-3 N

U N/A(t)

DOC BS GRS AGS CRS QP N

U <z)a which e and U

N/A (H U

N/A Y

N U

N/A QY N

U N/A (s)

N U

N/A('+) (<<)

N U

N/A(i<),0> )

N U

N/A U

N/A U

N/A U

N/A(3)

U N/A (15)

U N/A QYN U NlA CAVEATS -

BOUNDING SPECTRUM (Identify with an asterisk (*) those caveats

~

~

~

~

~

~

are met by intent without meeting the specific wording of, the caveat rul explain the reason for this conclusion in the COMMENTS section below) 1.

Equipment is included in earthquake experience equipment class CB N

2.4 KV to 4.16 KV rating 3.

Internally mounted potential and/or control power transformers are restrained to prevent damage to or disconnection of contacts 4.

Adjacent cabinets which are close enough to impact, or sections of multi-bay cabinets',

are bolted together if they contain essential relays 5.

Attached weight (excluding conduit) less than about 100 lbs per cabinet bay 6.

Externally attached items rigidly anchored 7.

General configuration similar to ANSI C37.20 Standards 8,

Cutouts in lower half of cabinet sheathing less than 30% of width of side panel wide and less than 60% of width of side panel high excluding bus transfer compartment g

N 9.

All doors secured by latch or fastener 10, Anchorage adequate (See checklist below for details) g N

11.

Relays mounted on equipment evaluated AF= 7,0 CO N

12.

Have you looked for and found no other adverse concerns?

N t

Is the intent of all the caveats met for Boundi.ng Spectrum?

SSEL Line No.

9012 SCREENING EVALUATION WORK SHEET (SEWS)

Sheet 2 of g q Equipment Description 4KV SHDN BD A CAVEATS -

GERS

( Identify with an asterisk (*) those caveats which are--

met by intent without meeting the specific wording of the caveat rule and explain the reason for this conclusion in the COHHENTS section below) l.

Equipment is included in generic seismic testing equipment class Y

2.

Heets all Bounding Spectrum caveats Y

3.

Floor-mounted enclosure Y

4.

The switchgear is not a specially-designed type Y

5.

Circuit breakers are truck-mounted type, not jack-up or vertical-lift 6.

Haximum weight per vertical section less than 5000 lbs Y

N U

7.

Base anchorage adequate (See checklist below for details)

Y N

U 8.

Relays used for breaker function are not on "Low Ruggedness Relays" list

~

Y N

U 9.

Relay evaluations completed for all relays that are essential to other equipment or cause unacceptable lockout Y

N U

10.

For 2.5g level GERS, vertical restraint prevents circuit breaker uplift Y

N U

For 2.5g level GERS, circuit break arc chutes are restrained horizontally Y

N U

For 2.5g level

GERS, a Beaver Type Z relay is not used in Westinghouse HV switchgear for the "Y" anti-pump relay Y

N U

13.

Separate evaluation of breaker racking mechanism completed; seismic positioner or sufficient side-to-side restraints used 14.

All adjacent cabinets or sections of multi-bay assemblies bolted together Is the intent of all the caveats met for GERS?

N U

N U

N U

N U

N/A N/A N/A N/A Y

N U

N/A N/A N/A N/A N/A N/A N/A 12.

N/A Y

N U

N/A Y

N U

A Y

N UrA/

Equip.

ID No.

0-BDAA-211-0000A Equip. Class 03 - Hedium Volta e Switch ear

~

~

0 ANCHORAGE 1.

Appropriate equipment characteristics determined (mass, CG, natural freq.,

damping, center of rotation) 2.

Type of anchorage covered by GIP (pt-~ ~

'<<~<~")'3.

Sizes and locations of anchors determined 4.

Anchorage installation adequate, e.g.,

weld quality and length, nuts and washers, expansion anchor tightness 5.

Factors affecting anchorage capacity or margin of safety considered:

embedment

length, anchor spacing, free-edge

distance, concrete strength/condition',

and concrete cracking 6.

For bolted anchorages, gap under base less than 1/4-inch N

u N/A(~,.>

N U

N/A N

U N/A(R')

Q N

U N/A Y

N U QNA Y

N U (NNP

SSEL Line No.

9012 SCREENING EVALUATION WORK SHEET (SEWS)

Sheet 3 of P~

Equip.

ID No.

0-BDAA-211-OOOOA Equip.

Class 03 - Medium Volta e Switch ear

~

~

Equipment Description 4KV SHDN BD A

~II I <<'I 7.

Factors affecting essential relays considered:

gap under base, capacity reduction for expansion anchors 8.

Base has adequate stiffness and effect of prying action on anchors considered

, 9.

Strength of equipment base and load path to.CG adequate 10.

Embedded steel, grout pad or large concrete pad adequacy evaluated Are anchorage requirements met?

INTERACTION EFFECTS 1.

Soft targets free from impact by nearby equipment or structures 2.

If equipment contains sensitive relays, equipment free from all impact by nearby equipment or structures

'I 3.

Attached lines have adequate flexibility 4.

Overhead equipment or distribution systems are not likely to collapse 5.

Have you looked for and found no other adverse concerns?

t Is equipment free of interaction effects?

IS E UIPMENT SEISMICALLY ADE UATE>

N U

N/A

+Y N

U N/A Q)

N U

N/A

+Y N

U N/AgNU(A N

U N/A Ciz)

S N

u N/A(7-)

(5 N

U N/A(e)

N U

N/A Y

U N/A'((>)

YU

('>)

YU C~>>

COMMENTS

()

33c, ~

C EI h V ta V<<VC 'hc"V I CI(

V HEMIC. Sm'Aet 3 C~

(

<<Z

$ ((

(4cceh Lf YChk cim ~

Lop; H~ t(hvv'L pic 8 CwtEVSC 5( Cvuw ~

Seev~~

<<<<c

~ vt (c~>

+S ~ ~c; 4ttc, ~

n'3'dig Q vi v<<r<<tc. 4gf-In geese g%~

'f 5

~y 4~ Q hc 7 'R - 9 II/ Mc(Ef o~

ce oecSMa 4 'vc-C lt<<<<yec g~e (P,

Ce<<lC.. OO q teZ ((

8'0 o 15 I).

(~t etc lh g

~

Z. S eh%

D~'c~<~

S4 ~g 7t 0 M Si+C. + - 5:A.

i~pC3~~

c S (Sf&

cot;( ~ ~ 'I -<<<<-I-e.

<<cf I

'c )~q~ tc t ((e ( (ci Y R.

t O'hi Qg f Ifac('C~

19%3)

~ 8+wCVer]

Siam

<(l jngc(fi~0

.SeCkO~

Zf C i S Seie'c+t'4 Q"'

s:y4. sag I -+

Q I(c. ~A~>

I c

c Seel

~

g~ tItc~

-4~L Wq~~~ 's P~+~ ~c.

V M..

Evaluated by:

0

EOE ENTERNATIONAL JOB NO. ~'o<<~

JOB CALC. NO.~Q SUBJECT Tr IPE%

(SS El g EEIa) fl-o~oA SHEET HD, ~+

BY DATE ~iv.-v.

CHK'ATE Z) p~ 0 LC..

e;b -Q oo-9 Fo 339, Pl G,. a.>,

~ceEEc-M hg i4 lW- ~~C'- lTEA~

Sp~~TT at 6L.

C Z.l DC g.o ffo TT 7

ffo.

5 rtc E

Of KiS 5ETAii+Ci C)MV.'

S QVC4~ ~CT <

Of 4 I P Sm Smic

~f a.u%g

~a~d Cg'tc,vi EDE, iS oc %Au,TTEdA'~

>~ckvEA of R%

in Lowe.s't no,+~vs.L

.7

<<v, ~

f'ct met 3)

AV,chov-~]C.

6 van.o+e~-

Coo (g~f

+E4CE. +SR 32fo)

Scfm~. Acc.c.L. ~ f= S 8'K cl

= l.o ~

(R9E G..coal 5/. > ~',blla) g l

cL< - o. Ilo EI

( 'CPA) paclb E

'Ib a CCHEAAvit fOv gag. CM~

E pCCWYo F~ - 4 o )c. 'l ~ 2,C')c I. op

= ~5' C Q. (Ra/. bEE4.

fSATT~Q K

F -

C o Tc 1.25 ~o.lb' IZ if' Wc.ld pr ~ti~s,

~+A" Long SLoh"cd l,olc.

M Gn.lc, Af ff Eg~v~lc t we.ld lc ~% (fov sQAv'I Q fvoata Z. Il X tB

= ISO Ec~,q>l~ t oleic iEE ~W (4 v tCE,g o+)

Cn

.v'on) =

= 32.5 ISo

~ +

~

fCEECTclc shown Sf';hr EfD>>

JETEgv D4cnl~~gg;p, p~

OT lp, At ). C.

4 ESP 5EEyT Eg~iv~lc t wc.ld 4 ~tl S~cfz =

2+ x 2-X 4 l'l2 (a-

~ >-. -)

+ 4 of + wc.ldll p~ 'bq

KCE NERVATIONAL JOB NO, ~o~+

JOB CALC. NO.~Q SUBJECT WWc 3 (c ~S'g)

NahcL a.llouc b4-s C

IPC BY S 4v BS A-2.II mao A (SS~ qolz)

SHEET NO. ~A~

DATE~~

oAz ~PALSfS n

30 4,

x x o7ol wino

- 35Z Wg-S (7~ toL allover etc weld s~ s~

Qw pQ

'l<l4 4

4'o~% a4 5 0 )

~s, r

k P

3~. (o x g, o. To7 x 32-S

= $ 1.'I S

( TofaL altiv)e hK~ ~ld I Mselc 6c M% 4v plds a ~ 0 ~ s.w)

Nqld g~c~'c. ~~'(~~~LoQ A) pR i 'H gH

+ d W'b.i.

O7@

(7O'X'36 ) d. (/'d<

Z <'t)) ((-o (1-'34.17)) = /3'/38 l2 73.5- + B.o" r F'5 73 5-Zl 73 5-g K F~ = 37.5'qy~,7 = f4,2 ~~ L i4v 3aM a.t"hex r ( 8") ( ioi") = o,oq (( EQE NTKPNATIONAL JOB NO ~W7 JOB TYA CALC. NO.~V SUBJECT bt-4 A-+4 Irece QKhlf v P5'L-ao. Qolt) cBo o CHK'ATE<< S SHEET NO. ~>~c BY DATE ~r2 55 E,L.; 9' IL 1b,: 0

5to4A, Z,i1 - o OoA (4. lc,v 54~~4~~ 'bo~Q 3~~

'7fgc-E R~g~ -'bl~Y +~< L+ 6~~ ~p rfAH- 'f76 250 Ib $) prYp g ( ~; \\ g srv'ch grrr L rvrr JM I Yp z~ 1 CvI O 0 O 0 g) Zg Trrrr,r,LL, rJA Ir Heck Q)cthe rw-tl 5 ~s '/BrCA lr TE Mg Ilr'L'T (ig"gp~~ ) . P(go ~ c,g)a.Cc + y~~cL iS gol+cJ 4 eacL Z."g viE(. ~c+~L, S,4 'P %of cue t of4d ~lg ~ t4 P<<c4 ~ c) BJZ~: 7Jjz (v) ~ ZD err) A 'ID(H) TA'"E'r"'yy~ g~~ ~ Pt, ~g) g fc (H') ~~rg p~ 7) PIOBJ'.rUr llr 'tJ V~ ( P ]. y~C~. gldlZ.d-l, w~<< %orreal rt <<r I'/,'ed Irr.v r~ JOB CALC. NO.~Q SUBJECT (SSa foli) BY o ht) A zf - oa CHK'HEET NO. ~o~ DATE DATE tt 5) 7ol Occf ch~+ o roaI ~ ~ad~ cc Pi~I'4Q Io) C ~'~ Z 3 js,,'I-zjd, I-"rj, /.I/Ic P c ~f ~/ 4 sI cecap (Sxca g+ lx5.l+ I'co.ho I cx~ '0)cC4 =Ia3 =>c allo o3a + IS c /I ) ~~ Jg rL CynCh~~;Z,~ ~- L (24X l7 3L>o) Ca +p b~ AI>> ~ t Z. ~+e-1) Qv I+% co+moV hah~qMl aw +~g ~lc (c Lag P4W Q~ M C.4. o( "1-:S pa eL 4 Il . 5-4. )g o'NJ]ccrc (( -'/~ d l ( I j+~Wow s6 PA I'f is 5M oa3 ~ AWI' gon 4zo/oxot +hotcoo) Q 5o 5 P4ohcrL \\c oaw+M + a~s 4~ Ac Izcccglh a) czf FLcaocofcc 9 ijh* oxcc~ oxa 4 ccc ys cc f cco ococ sch;a.i h Aro ggJi'&on>> IJI, ~ 4gkW ~ CO< pent(c e~ Pj'8~gg gv ~ lAgQ ~a< ~h (Rv 5$tL 90IQ~ fal5>~ a~ 2 f(~~~'t fLagQoo.g Wi~ l ~~p<c51. piHi~g ~ olc-5:nc C~o~ Ca I3) ufo iS a jscfScng kioocfc c If c/ccS So hey cco ~ Z ccf 'o ccc IJ 65kcno~ 5 fl fc c. L ci cc S'ofc 'c. au 7 74 ~fcac'ompo fc. o'.a~. co IW hq hexa oc(~ a J If cr foo f 4] tk C oxxa cl 'o Iio h If 4+4IA~cak 4I O'4 Ict p '+II fl6 l~+ ( ~ Ix+3 ~ +W. ~ Qfoh.O'ice (0 SMS 9Ol P~ ~sssnssnslQssng EQE ihTEPWATC+W JOB NO. '~2 JOB CALC.NO.~~ SUBJECT IO w~1 (ssE'L W~~z-SHEET NO. BY DATE ~i~i- ~- oo ~ CHK s8. M DATE91804 5/g> WI' I I y 7 rr sync.h w>~~+ Pose L $/gg, l7 x'LQJ(lo x 2-x 2 t( 7sx)s+( lsxtn) ( I xnn'l] /ZD 3Z s (l~ P~st C ~ILL~~ be g.. /o 5 Cu~ponr-+f (mC4evS) ~iV~%/ xnS:4-n~ n pa + is w 4ef 4 Sn 'isnn N P s q.J wl. g ~ W>> = AS n. <(Sn +< x +

• f(zsnxc)g 1(s <<1A (2n'tx

)s ]sL =+5" Snnn nk S nh s K x s t ( i~~", (.'cz") ~ lg> 3Z ross.l e, q sync/,, dsss~yqt G.L(' S"~(a. i4J V~ SW~ nu 'S S 4. "" ("yn -. = n ~/-) ) EQE WTEANATK<<NAL JOB NO.~e~ JOB CALC. NO.~~ SUBJECT ~ IV (c f'd) FA'P ( IPEE 6 (SSEL, Qc ~ 9ult) SHEET NO.~~ BY DATE c~~c CHK'h a DATEfIg .5 I~W E'<< C I la ~~ISED'fisc 4>> vo(tlat 4V gl/o~e~ r ~Cd L ~Z CC, Wk-~ R +ac cy oE SS sya<<I,. p t.: ~sic ~ss<<e c sy I l (y Z= 2.gl 'w< ). (<>z ( w)' x'll el 8 (r x Z..l(l (~ ~ p) (l53II x Lo ) (2 f) 2 2x a9 Gl. x t-8l ss lSx( x>x<$g bOse ~ Cyca%c4 rg,'2 A>>~ Wte rs ( (soo <<le~% s r ~ ~ St ee, + g e O. bO'f3 y O. Oa2.7 0 007 1 lee~~ ee 37.+ HK z'(r ~ Q op (:. Pig;cEj F)( el>>eel Rg e-bow a~ CovuLivsja,k~ S:~c M sser~(~f p~q;~ h$ T4 LoeaeesV &co<<a L4e Cameo eas gpss~) tl<<4, leg g * ~ g~+ pQ'+ IS igIeoreJ In M gy~g Wtc 4.'4<, <) W loci<<i lee<<Sec( pc>><<L Soa s eea co:es*ctjl ia Sos&'E fk Sbjj4Wig Q/SS p SmI'jaV /o'senC.L 4 OV 4e-4~ EIO(~ C Soli kh g~v al Itt g~ f%>>e k<(sa.m E'.~t 4ALh JAAaJq 4 kate~ P W ac~ac( 4 e<<de<<eeassaL (<<oft~ o'( g.5" His (sea ssics (ov SSSL aeo. foe 8). Bg Oo ~a<<<<so,W (<<c<<<<c(ae<<e +L (soqaeeo<<, <<E .PAYlCl (ATE a ~ a@i Ws f C9~iP~Csef leis~ ~(~j ~ A%'A,ss i's g~4 ~ q,g sir (I iso ~'e'o~L sE'sile ~s). A WHS~4VC-R~pfe gj~'Ag>>e W4g bf 7.0 iee AJHeyneg )4 Sasiklge<<evs cocci sIo t s<<';+ ~f Saypek<<S c Zpts gyo-7 Np 7I SL @ @pi'~ SasiI<<-4~ e o(osis. JOS NO. ~>M JOE CALC. NO. ~ ~ii SUBJECT v SHEET NO. +~~ BY DATE ~n CHK'D 8 ~ 8 DATE ~J8 ~ SSEL Line No. 9006 SCREENING EVALUATION WORK SHEET (SEWS) Status QY N Sheet I of~~ Equip. ID No. 2-XFA-253-0002A1 Equip. Class 04 - Transformers ~ ~ Equipment Description 480V-120 208V XFMR FOR I8C BUS 2A Location: Bldg. RB Floor El. 621-4

Room, Row/CoT P-813 Manufacturer, Model, Etc. (optional but recommended)

A B SEISMIC CAPACITY VS DEMAND l. Elevation where equipment receives seismic input 2. Elevation of seismic input below about 40'rom grade 3. Equipment has fundamental frequency above about 8 Hz 4. Capacity based on: Existing Documentation .Bounding Spectrum 1.5 x Bounding Spectrum GERS 5. Demand based on: Ground

Response

Spectrum 1.5 x Ground

Response

Spectrum Conserv.

Des. In-Str.

Resp.

Spec.

Realistic M-Ctr. In-Str.

Resp.

Spec.

Does capacity exceed demand?

(Indicate at right (*) and in COMMENTS if a special exception to enveloping of seismic demand spectrum is invoked per Section 4.2 of the GIP.)

zl -'a' (0

(8 N

U N/A (~)

DOC BS

~ERS GRS AGS CRS

. ~R Q) N U

(3>lo (B

N U

N/A Y

N U lg Y

N U ~

Y N

U YNU~N OY N

U N/A CY) dDN u

(e)

Y N

U N A

~YN U

QYN U N/A, 1

CAVEATS - BOUNDING SPECTRUM (Identify with an asterisk (*) those caveats which are met by intent without meeting the specific wording of the caveat rule and explain the reason for this conclusion in the COMMENTS section below) 1.

Equipment is included in earthquake experience equipment class N

U N/A.

2.

4.16 KV rating or less Y

N U

N/A 3.

For floor-mounted dry-and oil-type unit, transformer coils are positively restrained within cabinet 4.

For 750 kVA or larger units, coils are top braced or adequacy shown by evaluation 5.

For 750 kVA or larger units, 2-inch clearance is provided between energized component and cabinet 6.

For 750 kVA or larger units, the slack in the connection between the high-voltage leads and the first anchor accomodates 3-inch relative displacement 7.

For wall-mounted units, transformer coils anchored to enclosure near enclosure support surface 8.

• For floor-mounted units, anchorage does not rely on weak-way bending of cabinet structures under lateral forces 9.

Adjacent cabinets which are close enough to impact are bolted together if they contain essential relays 10.

All doors secured by latch or fastener 1

ll.

Anchorage adequate (See checklist below for details) 12.

Relays mounted on equipment evaluated on'p ~~ ~g>

13.

Have you looked for and found no other adverse concerns?

Is the intent of all the caveats met for Bounding Spectrum?

SSEL Line No.

9006 SCREENING EVALUATION WORK SHEET (SEWS)

Sheet 2 of~5'

~

~

Equip.

ID No.

2-XFA-253-0002Al Equip.

Class 04 - Transformers Equipment Description

'480V-120 208V XFMR FOR I&C BUS 2A CAVEATS -

GERS l.

Equipment is included in generic seismic testing equipment class 2.

Meets all Bounding Spectrum caveats 3.

Dry-type unit (not oil-filled) 4.

Wall or floor-mounted NEMA-type enclosure 5.

120 to 480 VAC rating 6.

7.5 to 225 KVA rating'.

180 to 2000 pound weight 8.

Internal supports provide positive attachment of transformer components 9.

There is a minimum clearance of 3/8 inches between bare conductors and enclosure 10.

All adjacent cabinets or sections of multi-bay assemblies bolted together Is the intent of all the caveats met for GERS?

~NCNORAGE I.

Appropriate equipment characteristics determined (mass, CG, natural freq., damping, center of rotation) 2.

Type of anchorage covered by GIP (~~p >><.)

3.

Sizes and locations of anchors determined 4.

Anchorage installation adequate, e.g weld quality and length, nuts and washers, expansion anchor tightness 5.

Factors affecting anchorage capacity or margin of safety considered:

embedment

length, anchor spacing, free-edge

distance, concrete strength/condition, and concrete cracking 6.

For bolted anchorages, gap under base less than I/O-inch 7.

Factors affecting essential relays considered:

gap under base, capacity reduction for expansion anchors 8.

Base has adequate stiffness and effect of prying action on anchors considered, 9.

Strength of equipment base and load path to CG adequate 10.

Embedded steel, grout pad or large concrete pad adequacy evaluated Are anchorage requirements met?

uN U

N.

U N

U N

U mN U

NN U

~YN U

Y N

U SN U

N u

SN U

OYN U

YN U

Y N

U CBN U

OYN U

Y N

U N/A N/A N/A N/A N/A N/A N/A N/A N/A QbN U'N/A N/A(N G)

N/A(w,s)

N/A N/A N/A N/A

~N/

N/A C<)

N/A C<)

(F)

N U(~)

INTERACTION EFFECTS I.

Soft targets free from impact by nearby equipment or structures 2.

If equipment contains sensitive relays, equipment free from all impact by nearby equipment or structures 3.

Attached lines have adequate flexibility 4.

Overhead equipment or distribution systems are not likely to collapse 9

N U

N/A (4)

Y N

U CIQt N

U N/A Ql N

U N/A(p)

SSEL Line No.

9006 SCREENING EVALUATION WORK SHEET (SEWS)

Sheet 3 of~~

~

~

~

Equip.

ID No.

2-XFA-253-0002Al Equip. Class 04 - Transformers Equipment Description 480V-120 208V XFMR FOR 18C BUS 2A INTERACTION EFFECTS Cont'd 5.

Have you looked for and found no other adverse concerns?

QY N

U N/A Is equipment free of interaction effects?

Q9N u IS E UIPMENT SEISMICALLY ADE UATE>

QVN U COMMENTS j) ~fh > ~ ~

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5

ERE INTERNATIONAL e

'OB NO, ~I7 >5 JQB 1l/

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EQE iNTKANABCNAL p Icewocciool JOB NO,W~/,o 0 JOB CALC. NO. ~

SUBJECT PEee A ~65 moo TE A) gS E.L W 'Faery'HEET NO.~5 BY

< 'ATE CHK'TE Ss ~L Aa.

goo C

W O'A g > Q o u o 2.P l

8) A~oi c pcoic.

Eeoior.+

o')7

= 3/5 4c (s

't~

W m W~4, CenSC VEBW'4~1~~

a~a.Q~:~

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P,+,F4 E'l 5, ~% 'b~++

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tc W

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= ie3$

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E+PHPP o) 4 Ll

+is'o tg~ Q.

I dliv II Y= R~

n- -'T S.~

L oc<

p

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( 5/5 H2,1 Bg HL52)/4 = 3(nip

'f)

Q opor-oL.ccHoc L (V= Z sY

<R= = O,SI (p38 2.060 q-(( < 0.5 r

TB+ C Q Jn ++ 4~ CQ

<Lr

'5 IJCrg 8 lv)hgC h) u SpWSon t.t eL f/~ ~m ood S

'T2-o or oLor Poi 'lT 4g L P Po o 1 lc c. 3/rc Poer+Brrc

~

QE lNTEANATICNA!.

P TIZVATZTHAL JOB NO. ~l'f¹'OB CALC. NO C Oll SUBJECT H

SHEET NO. +~1 BY DATE liszt'-I CHK' DATE~I

+~Ac.QHEdT' 5'EXTS 4>>

O OXF ZT'T-~A (SSBT ¹ ztoa'f)

SSEL Line No.

9004 SCREENING EVALUATION WORK SHEET (SEWS)

Status Y

N U

Sheet 1 of~

Equip.

ID No.

0-OXF-219-TDA

~

~

Equip.

Class 04 - Transformers Equipment Description 4KV 480V XFMR TDA 5'o~

W~

1 1:

Bldg. ~UB 1

BBB 11 11.

1 Room, Row/Col'F

~g. gz 7

Manufacturer, Model, Etc. (optional but recommended) 48

. 9PI/A:- 5f~ bo N

U N

U N/A D

C BS S

G S

S CRS RRS QYN U

caveats which eat rule and low)

N U

N/A Y

N U

N/A OY N

U N/A Y

N U (8//>

Y N

U ~/A YN V~A Y

N U ~/A OY N

U N/A Y

N U

N A QYN u N/A SEISMIC CAPACITY VS DEMAND l.

Elevation where equipment receives seismic input 2.

Elevation of seismic input below about 40'rom grade 3.

Equipment has fundamental frequency above about 8 Hz 4.

Capacity based on:

Existing Documentation Bounding Spectrum 1.5 x Bounding Spectrum GERS 5.

Demand based on:

Ground

Response

Spectrum 1.5 x Ground

Response

Spectrum Conserv.

Des. In-Str.

Resp.

Spec.

Realistic M-Ctr. In-Str. Resp.

Spec.

Does capacity exceed demand?

(Indicate at right (*) and in COMMENTS if a special exception to enveloping of seismic demand spectrum is invoked per Section 4.2 of the GIP.)

CAVEATS -

BOUNDING SPECTRU (Identify with an asterisk (*) those are met by intent without meeting the specific wording of the cav explain the reason for this conclusion in the COMMENTS section be I.

Equipment is included in earthquake experience equipment class

.2.

4e16 KV rating or less 3.

For floor-mounted dry-and oil-type unit, transformer coils are positively restrained within cabinet 4.

For 750 kVA or larger units, coils are top braced or adequacy shown by evaluation 5.

For 750 kVA or larger units, 2-inch clearance is provided between energized component and cabinet 6.

For 750 kVA or larger units, the slack in the connection between the high-voltage leads and the first anchor accomodates 3-inch relative displacement 7.

For wall-mounted units, transformer coils anchored to enclosure near enclosure support surface 8.

For floor-mounted units, anchorage does not rely on weak-way bending of cabinet structures under lateral forces 9.

Adjacent cabinets which are close enough to impact are bolted together if they contain essential relays 10.

All doors secured by latch or fastener t

ll.

Anchorage adequate (See checklist below for details) 12.

Relays mounted on equipment evaluated 13.

Have you looked for and found no other adverse concerns?

Is the intent of all the caveats met for Bounding Spectrum?

SSEL Line No.

9004 5

Sheet 2 of~

Equipment Description 4KV 480V XFMR TDA SCREENING EVALUATION WORK SHEET (SEWS)

~

~

Equip.

ID No.

0-OXF-219-TDA Equip.

Class 04 - Transformers CAVEATS -

GERS 1.

Equipment is included in generic seismic testing equipment class 2.

Meets all Bounding Spectrum caveats 3.

Dry-type unit (not oil-filled) 4.

Wall or floor-mounted NEMA-type enclosure 5.

120 to 480 VAC rating 6.

7.5 to 225 KVA rating 7.

180 to 2000 pound weight 8.

Internal supports provide positive attachment of transformer components 9.

There is a minimum clearance of 3/8 inches between bare conductors and enclosure 10.

All adjacent cabinets or sections of multi-bay assemblies bolted together Is the intent of all the caveats met for GERS?

ANCHORAGE 1.

Appropriate equipment characteristics determined (mass, CG, natural freq.,

damping, center of rotation}

2.

Type of anchorage covered by GIP 3.

Sizes and locations of anchors determined 4.

Anchorage installation adequate, e.g.,

weld quality 'and length, nuts and washers, expansion anchor tightness 5.

Factors affecting anchorage capacity or margin of safety considered:

embedment

length, anchor spacing, free-edge

distance, concrete strength/condition, and concrete cracking 6.

For bolted anchorages, gap under base less than 1/4-inch 7,

Factors affecting essential relays considered:

gap under base, capacity reduction for expansion anchors 8.

Base has adequate stiffness and effect of prying action on anchors considered 9.

Strength of equipment base and load path to CG adequate 10.

Embedded steel, grout pad or large concrete pad adequacy evaluated Are anchorage requirements met?

INTERACTION EFFECTS 1.

Soft targets free from impact by nearby equipment or structures 2.

If equipment contains sensitive relays, equipment t

free from all impact by nearby equipment or structures 3.

Attached lines have adequate flexibility 4.

Overhead equipment or distribution systems are not likely to collapse Y.

Y Y

Y Y

Y Y

Y Y

Y N

U N

U N

U N

U N

U N

U U

A N

U ~N/A u ~N/

N U

N/

Y N U~/A N

U N

U N

U N/A N/A N/A QYN u

N/A (4)

(o)

QY N

U N/A Y

N U

/

(P N

U

~NA N

U N/A QY N

U N/A I9 N

U N/A v

NU~N

~Y N

U N/A

+Y N

U N/A Y

N U

/AVNU

SSEL Line No.

9004 SCREENING EVALUATION WORK SHEET (SEMS)

Sheet 3 of Equip.

Class 04 - Transformers Equipment Description 4KV 480V XFMR TDA INTERACTION EFFECTS Cont'd 5.

Have you looked for and found no other adverse concerns?

Y N

U N/A Is equipment free of interactioneffects'VN u

IS E UIPMENT SEISMICALLY ADE UATE?

(7)N u COMMENTS

~

(i) V4 h~g, ~

ss r'y'll) i ~kJ 4 s5le 44 I S,~ckch zd

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r( Ll4~ rorf~

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Tkase ~a.

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'it.aai a( ~e. ~ K.~ base.

or f ra~ i rr S4Q (z)

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live~i+) ssvvi iios a caisi~a.

Evaluated by:

Date:

7c 7 zs g5

SHEET NO.

E JOB NO.Xg~l CS JOB 7 ~ ~~

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BY JE DATE~X'ALC.NO.~

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p BY DATE7 >

CHlrD~

DATE~zr~r qoo5 p~. ~ -

c ox'-2.1 1 ~A

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$I SC.

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=

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$4 r4" 48"

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SHEET NO.@~E BY DATE ~(x CHK' DATE E~HT Ib (o p.,)

A~wc HHeJV

Status

+Y N

Q Sheet 1 of+9 SSEL Line No.

9 141 SCREENING EVALUATION WORK SHEET (SEWS)

~

~

Equip.

ID No.

2-HGEN-268-0002EN Equip. Class 13 - Motor-Generators Equipment Description LPCI H-G SET 2EN Location: Bldg.

RB Floor El.

639

Room, Row/Col U-R14 Manufacturer, Model, Etc. (optional but recommended)

+<

e.

. g

~

J Lgo sLgao 44

~P Cg c.s e

<<39 U

N/A OOC BS 6'ERS GRS AGS CRS N

U C~)

which e and U

N/A U

N/A <<4>

u IZED U

N/A U

N/A <<~~

U gQ U

N/A QN U N/A SEISMIC CAPACITY VS DEMAND l.

Elevation where equipment receives seismic input 2.

Elevation of seismic input below about 40'rom grade 3.

Equipment has fundamental frequency above about 8 Hz 4.

Capacity based on:

Existing Documentation Bounding Spectrum 1.5-x Bounding Spectrum GERS 5.

Demand based on:

Ground

Response

Spectrum 1.5 x Ground

Response

Spectrum Conserv.

Oes.

In-Str.

Resp.

Spec.

Realistic H-Ctr. In-Str.

Resp.

Spec.

Does capacity exceed demand?

(Indicate at right (~) and. in

~CO NENTS if a special exception to enveloping of seismic t

demand spectrum is invoked per Section 4.2 of the GIP.)

C YEATS - BOUNDING SPECTRU (Identify with an asterisk (*) those caveats are met by intent without meeting the specific wording of the caveat rul explain the reason for this conclusion in the COMMENTS section below) l.

Equipment is included in earthquake experience equipment class CAN 2.

Hain driver and driven equipment connected by a rigid support or skid N

3.

Base vibration isolators adequate for seismic loads Y

N 4.

Attached lines have adequate flexibility

-CP N

5.

Anchorage adequate (See checklist below for details) 8 N

6.

Relays mounted on equipment evaluated Y

N'.

Have you looked for and found no other adverse concerns?

dD N

Is the intent of all the caveats met for Bounding Spectrum?

ANCHORAGE l.

Appropriate equipment characteristics determined (mass, CG, natural freq.,

damping, center of rotation) 2.

Type of anchorage covered by GIP 3.

Sizes and locations of anchors determined 4.

Anchorage installation adequate, e.g.,

weld quality and length, nuts and washers, expansion anchor tightness 5.

Factors affecting anchorage capacity or margin of safety considered:

embedment

length, anchor spacing, free-edge

distance, concrete strength/condition, and concrete cracking O'N U

N/A O'

-U N/A

& N U

N/A 6

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IIr tf SHEET NO. ~OS BY

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BY DATE ~lz.l CHK b

ATE ~W (c

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SSEL Line No.

39075 SCREENING EVALUATION WORK SHEET (SEMS)

Status QY h

U Sheet 1 ofPS.

Equip.

ID No.

3-INVT-256-0002 Equip.

Class 16 - Batter Char ers 8 Inverters-

~

~

Equipment Description DIV II ECCS ATU INVERTER Location: Bldg.

RB Floor El.

621-a Manufacturer, Model, Etc. (optional but recommended)

Room, Row/Col'O-BD RM E

SEISMIC CAPACITY VS DEMAND l.

Elevation where equipment receives seismic input 2.

Elevation of seismic input below about 40'rom grade 3.

Equipment has fundamental frequency above about 8 Hz 4.

Capacity based on:

Existing Documentation

'ounding Spectrum 1.5 x Bounding Spectrum GERS 5.

Demand based on:

Ground

Response

Spectrum 1.5 x Ground

Response

Spectrum Conserv.

Oes.

In-Str.

Resp.

Spec.

Realistic M-Ctr. In-Str.

Resp.

Spec.

Does capacity exceed demand?

(Indicate at right (*) and in COMMENTS if a special exception to enveloping of seismic demand spectrum is invoked per Section 4.2 of the GIP.)

Cn Y

U ~ e s.~~'3 N

U N/A (),(8>

'OC BS

~B GERS GRS AGS CRS QN u (~)"

CPN U

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N/AN U N/A t

CAVEATS - BOUNDING SPECTRUM (Identify with an asterisk (*) those caveats which are met by intent without meeting the specific wording of the caveat rule and explain the reason for this conclusion in the COMMENTS section below) 1.

Equipment is included in earthquake experience equipment class

& N U

N/A 2.

Solid state type CY3 N

U N/A 3.

For floor-mounted, transformer positively anchored and mounted near base, or load path is evaluated 4.

Base assembly of floor-mounted unit properly braced or stiffened for lateral forces N

U 5

~

For wall-mounted units, transformer supports and bracing provide adequate load path to the rear cabinet wall Y

N U

6.

All latches and fasteners in doors secured 7.

Anchorage adequate (See checklist below for details) 8.

Relays mounted on equipment evaluated e F=z.~

9, Have you looked for and found no other adverse concerns?

Is the intent of all the caveats met for Bounding Spectrum?

CAVEATS -

GERS (Identify with 'an asterisk (*) those caveats which are met by intent without meeting the specific wording of the caveat rule and explain the reason for this conclusion in the COMMENTS section below) 1.

Equipment is included in generic seismic testing equipment class Y

N U

2.

Meets all Bounding Spectrum caveats Y

N U

SSEL Line No.

39075 SCREENING EVALUATION WORK SHEET (SEMS)

Sheet 2 of P~

Equip.

ID'o.

3-INVT-256-0002 Equip.

Class 16 - Batter Char

~

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Equipment Description DIV II ECCS ATU INVERTER CAVEATS -

GERS Cont'd 3.

Silicon-Controlled Rectifier (SCR) power controls; wall-or floor-mounted NEMA-type enclosure 4.

Within range of battery charger ratings:

24-250 VDC 120-480 VAC

'25-600 amps 150-2850 pounds (floor-mounted) 150-600 pounds (wall-mounted) 5.

Within range of inverter ratings:

120 VDC only 120-480 VAC 0.5-15 KVA 300-2000 pounds 6.

Heavy components are located in lower half of cabinet and are supported from base or rear panel with no panel cutouts adjacent to attachment Is the intent of all the caveats met for GERS?

ANCHORAGE t

1.

Appropriate equipment characteristics determined (mass, CG, natural freq.,

damping, center of rotation) 2.

Type of anchorage covered by GIP 3.

Sizes and locations of anchors determined 4.

Anchorage installation adequate, e.g.,

weld quality and length, nuts and washers, expansion anchor tightness 5.

Factors affecting anchorage capacity or margin of safety considered:

embedment

length, anchor spacing, free-edge

distance, concrete strength/condition, and concrete cracking 6.

For bolted anchorages, gap under base less than 1/4-inch 7.

Factors affecting essential relays considered:

gap under base, capacity reduction for expansion anchors 8.

Base has adequate stiffness and effect of prying action on anchors considered 9.

Strength of equipment base and load path to CG adequate 10.

Embedded steel, grout pad or large concrete pad adequacy evaluated Are anchorage requirements met?

INTERACTION EFFECTS 1.

Soft targets free from impact by nearby equipment or structures 2.

If equipment contains sensitive relays, equipment free from all impact by nearby equipment or structures ers

5. Inverters Y

N U (NN7 Y

N U

N Y

N U

Y N

U Y

N U

Y N

U Y

N U

Y N

U Y

N U

Y N

U Y

N U

Y N U~

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N/A (~)

8 N

U N/A<~i 9

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N/A QY N

U N/A

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U N/A

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U N/A Y

N U

N/A

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N/A (Q N U

N/A QY N

U(<,o QN U

N/A 9

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N/A

SSEL Line No.

39075 SCREENING EVALUATION WORK SHEET (SEWS)

Sheet 3 of p <

Equip.

ID No.

3-INVT-256-0002 Equip. Class 16 - Batter Char ers 8 Inverters

~

~

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Equipment Description DIV II ECCS ATU INVERTER INTERACTION EFFECTS Cont'd 3.

Attached lines have adequate flexibility Y

N U

N/A 4.

Overhead equipment or distribution systems are not likely to collapse QY N

U N/A 5.

Have you looked for and found no other adverse concerns'Y N

U N/A Is equipment free of interaction effects?

NU IS E UIPMENT SEISMICALLY ADE UATE>

COMMENTS

@NU

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JOB CALC. NO.~<O SUBJECT H

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L'PNL 'IT.5'ozT.

(TEKEL AEo'75')

SSEL Line No.

9075 SCREENING EVALUATION WORK SHEET (SEWS)

Status (g

N U

Sheet 1 of+q Equip.

ID No.

2-LPNL-925-0032 Equip.

Class 20 - Instr.

& Control Panels

& Cabinets

~

~

Equipment Description PANEL 25-32 Location: Bldg.

RB Floor El.

621-~

Manufacturer, Model, Etc. (optional but recommended)

Room, Row/Col'R13

~zi-'~"

Y U(g~ P g.55o),

(6 N

U N/A(i)

DOC'S

@eel GERS GRS AGS CRS N

U (~)~

which e and U

N/A U

N/A U

N/A U

N/A Pv N

U N/A

(<'~

VNU@5 CQ N

U N/A N

U N/A(s) dD N

U N/A(s) d9 N

U N/A(+)

CS N

U N/ANU N/A SEISMIC CAPACITY VS DEMAND 1.

Elevation where equipment receives seismic input 2.

Elevation of seismic input below about 40'rom grade 3.

Equipment has fundamental frequency above about 8 Hz

.4.

Capacity based on:

Existing Documentation Bounding Spectrum 1.5 x Bounding Spectrum GERS 5.

Demand based on:

Ground Response Spectrum 1.5 x Ground

Response

Spectrum Conserv.

Des. In-Str. Resp.

Spec.

Realistic M-Ctr. In-Str. Resp.

Spec.

Does capacity exceed demand?

(Indicate at right (*) and in COMMENTS if a special exception to enveloping of seismic demand spectrum is invoked per Section 4.2 of the GIP.)

t CAVEATS -

BOUNDING SPECTRUM (Identify with an asterisk (*) those caveats are met-by intent without meeting the specific wording of the caveat rul explain the reason for this -conclusion in the COMMENTS section below) l.

Equipment is included in earthquake experience equipment class.

8 N

2.

No computers or programmable controllers C3 N

3.

No strip chart recorders (Q

N 4.

Steel frame and sheet metal structurally adequate (Q

N 5.

Adjacent cabinets or panels which are close enough to impact, or sections of multi-bay cabinets or

panels, are bolt'ed together if they contain essential relays 6.

Drawers and equipment on slides restrained from falling out 7.

All doors secured by latch or fastener 8.

Attached lines have adequate flexibility 9.

Anchorage adequate (See checklist below for details) 10.

Relays mounted on equipment evaluated hF'=4-5 11.

Have you looked for and found no other adverse concerns?

Is the intent of all the caveats met for Bounding Spectrum?

ANCHORAGE 1.

Appropriate equipment characteristics determined (mass, CG, natural freq.,

damping, center of rotation) 2.

Type of anchorage covered by GIP a~id 3.

Sizes and locations of anchors determined S

N U

N/A(<

N U

N/A (-iV)

N U

N/Ap)

SSEL Line No.

9075 SCREENING EVALUATION WORK SHEET (SEWS)

Sheet 2 of~/

Equip.

ID No.

2-LPNL-925-0032 Equip.

Class 20 - Instr.

& Control Panels

& Cabinets

~

~

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Equipment Description PANEL 25-32

=-

A~AIN I <<'d 4.

Anchorage installation adequate, e.g.,

weld quality and length, nuts and washers, expansion anchor tightness 5.

Factors affecting anchorage capacity or margin of safety considered:

embedment

length, anchor spacing, free-'edge distance, concrete strength/condition, and concrete cracking 6.

For bolted anchorages, gap under base less than 1/4-inch 7.

Factors affecting essential relays considered:

gap under base, capacity reduction for expansion anchors 8.

Base has adequate, stiffness and effect of prying action on anchors considered 9.

Strength of equipment base and load path to CG adequate 10.

Embedded steel, grout pad or large concrete pad adequacy evaluated Are anchorage requirements met?

A t

INTERACTION EFFECTS 1.

Soft targets free from impact by nearby equipment or structures 2.

If equipment contains sensitive relays, equipment free from all impact by nearby equipment or structures 3.

Attached lines have adequate flexibility 4.

Overhead equipment or distribution systems are not likely to collapse 5.

Have you looked for and found no other adverse concerns?

Is equipment free of interaction effects?

IS E UIPMENT SEISMICALLY ADE VATES 53 N

U N/A(~)

Y N

U (QP

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SUBJECT (SSE,L ~. q ~~g)

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DATE ~~I DATE ~EBB MEL nk. - 90 l ~

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SSEL Line No.

9094 SCREENING EVALUATION WORK SHEET (SEWS)

Status N

U Sheet 1 of@~

Equip.

IO No.

0-LPNL-925-0045C Equip.'lass 20 - Instr.

8 Control Panels Il Cabinets

~

~

Equipment Description PANEL 25-45C Location: Bldg.

RB Floor El.

621 Manufacturer, Model, Etc. (optional but recommended)

Room, Row/Col'-R13 SEISMIC CAPACITY VS DEMAND 1.

Elevation where equipment receives seismic input 2.

Elevation of seismic input below about 40'rom grade 3.

Equipment has fundamental frequency above about 8 Hz 4.

Capacity based on:

Existing Documentation Bounding Spectrum 1.5 x Bounding Spectrum GERS 5.

Demand based on:

Ground

Response

Spectrum P

1.5 x Ground Response Spectrum Conserv.

Des. In-Str. Resp.

Spec.

Realistic M-Ctr. In-Str.

Resp.

Spec.

Does capacity exceed demand?

(Indicate at right (*) and in COMMENTS if a special exception to enveloping of seismic demand spectrum is invoked per Section 4.2 of the GIP.)

CAVEATS - BOUNDING SPECTRUM (Identify with an asterisk (*) those are met by intent without meeting the specific wording of the ca explain the reason for this conclusion in the COMMENTS section b

1.

Equipment is included in earthquake experience equipment class 2.

No computers or programmable controllers 3.

No strip chart recorders 4.

Steel frame and sheet metal structurally adequate 5.

Adjacent cabinets or panels which are close enough to impact, or sections of multi-bay cabinets or

panels, are bolted together if they contain essential relays 6.

Drawers and equipment on slides restrained from falling out 7.

All doors secured by latch or fastener, 8.

Attached lines have adequate flexibility 9.

Anchorage adequate (See checklist below for. details) 10.

Relays mounted on equipment evaluated AF'='i 5 11.

Have you looked for and found no other adverse concerns?

Is the intent of all. the caveats met for Bounding Spectrum?

ANCHORAGE 1.

Appropriate equipment characteristics determined (mass, CG, natural freq.,

damping, center of rotation) 2.

Type of anchorage covered by GIP 3.

Sizes and locations of anchors determined Cn 4 Cu~S' U

~ g~ <p a. s5o N

U N/A<i)

DOC BS GRS AGS CRS

~RRS (5N U

(z) caveats which veat rule and elow)

C8 N

U N/A 83 N

U N/A

>

QD N

U N/A ( 3)

N U

N/A(>>

SSEL Line No.

9094 SCREENING EVALUATION WORK SHEET (SEWS)

Sheet 2 of g~

Equip.

IO No.

0-LPNL-925-0045C Equip. Class 20 - Instr.

& Control Panels

& Cabinets

~

~

~

Equipment Description PANEL 25-45C ANCHORAGE Cont'd 4.

Anchorage installation adequate, e.g.,

weld quality and length, nuts and washers, expansion anchor tightness 5.

Factors affecting anchorage capacity or margin of safety considered:

embedment

length, atlchor spacing, free-edge

distance, concrete strength/condition, and concrete cracking 6.

For bolted anchorages, gap under base less than 1/4-inch 7.

Factors affecting essential relays considered:

gap under base, capacity reduction for expansion anchors 8.

Base has adequate stiffness and effect of prying action on anchors considered 9.

Strength of equipment base and load path to CG adequate 10.

Embedded steel, grout pad or large concrete pad adequacy evaluated Are anchorage requirements met?

1 INTERACTION EFFECTS 1.

Soft targets free from impact by nearby equipment or structures 2.

If equipment contains sensitive relays, equipment

'ree from all impact by nearby equipment or structures 3.

Attached lines have adequate flexibility 4.

Overhead equipment or distribution systems are not likely to collapse 5.

Have you looked for and found no other adverse concerns?

Is equipment free of interaction effects?

IS E UIPMENT SEISMICALLY AOE VATES Q)

N U

N/A Q)N U

S N

U N

U QN U

Q)

N U

N/A N/A N/A N/A N/A QYN U QYN U

S N

U N/A QD' U

N/A CY3 N

U N/A Q9 N

U N/A S

N U

N/A Y

N' IQR COMMENTS (I~

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BY CHK'D SHEET NO. 4 o~

DATE ~.-1<

DATE SML m.:

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ECE INTCTMATlONAL WTTLNATK7tkL JOB NO. ~>>'+

JOB CALC NO,~6<I SUBJECT SHEET NO. ~~l BY DATE ~ft CHK'D~~'~DATE ~l P ~ACHg&4T' SB46 4v-0-LV'plL- 'faS oo'fl A (ss~<

go74)

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SSEL Line No.

9076 SCREENING EVALUATION WORK SHEET (SEWS)

Sheet 2 of g'5'quip.

ID No.

0-LPNL-925-0041A Equip.

Class 20 - Instr.

8 Control Panels 8 Cabinets

~

~

Equipment Description PANEL 25-41A

~NCII E

4.

Anchorage installation adequate, e.g.,

weld quality and length, nuts and washers, expansion anchor tightness 5.

Factors affecting anchorage capacity or margin of safety considered:

embedment

length, anchor spacing, free-edge distance, concrete strength/condition, and concrete cracking 6.

For bolted anchorages, gap under base less than I/4-inch Q $~ +

4il(

cITane9cl-7.

Factors affecting essential relays considered:

gap under base,,capacity reductiqn for expansion anchors 8.

Base has adequate stiffness and effect of prying action on anchors considered 9.

Strength of equipment base and load path to CG adequate 10.

Embedded steel, grout pad or large concrete pad adequacy evaluated Are anchorage requirements met?

t INTERACTION EFFECTS I.

Soft targets free from impact by nearby equipment or structures 2.

If equipment contains sensitive relays, equipment free from all impact by nearby equipment or structures 3.

Attached lines have adequate flexibility 4.

Overhead equipment or distribution systems are not likely to collapse 5.

Have you looked for and found no other adverse concerns?

Is equipment free of interaction effects?

IS E UIPMENT SEISMICALLY ADE UATE?

N U

N/A N

U N/A OY N

U N/A CS N

U N/A Q)

N U

N/A Q

N U

N/A

.(B N

U N/A8 N

U (43 SNU N/A 9

N U

N/A

~Y N

U N/A S

N U

N/A N

U N/AgNU CONNENTS

)) p~ ~(

e~

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eeee9 etc

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• ~

Q

(,~tef~ g~gg) I5 ~~gp+C444$

eSL5$ ~~<

Evaluated by:

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KQE t4TEANATIONAL

~ttzxxxrlorrxe JOB NO. ~~It~~

JOB CALC, NO.~~ SUBJECl'sSH W

c 7C.

SHEET NO.

5 BY

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peeeL ore.

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EOE tNTEPNATIONAL IHTCIPIATlONAL JOB NO. ~s{ l.~l JOB CALC. NO.~/~

SUBJECT 5SEL < t +74 BY CHK'D SHEET NO. ~~~

DATE~~

A~

~<<'l

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o,W j>> AgcJ

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)he

<+~+a.

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) f, =./>-<~

o

JOB NO.~~~

JOB CALC. NO.~L SUBJECT (8'SCL ~ fo74)

BY F ~

~~-+~A CHm SHEET NO.

DATE - L ATE ~ ~t $'S Gag

)~14,

~ go77~ yo7F ) Ic7 I g <n:pat

~S

+)Pt, p, e., M

(~M 'i)i~ tnk~~4o Ca ~l~

s/P g/Q c~~+

P~Q zs-M<A ZS-4kB Z5'-g I C ZC'-Hlb M- ~/z~

Q,.~)

>

I c4ptl go" c.'~

C Sg 0-+jyrtc< (~>>"~~

~<4 Qhh 4ea~

QcC s~t(

g= z(

ga/f A~

gala% ~w (Qg. as.a)

A-A

~ pc~

gag Gee M'~

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~p tel J7c. L IS e-C Q.

P chic 'bc (!j L ACc( >/

vc k(4 c apl i 6 ~ A ww I 5I(gm+

+o 4k M

~Y 4ll-

~Ji,

EQE INTEPNAAGNAL E

JOB NO.~F JOB CALO. NO. ~+TB SUBJECT SHEET NO.

BY DATE ~l'I-H-CNC'4BATE ~J gTB p g~g A~Ac,HaF PT t

SSEL Line No.

9072 SCREENING EVALUATION WORK SHEET (SEWS)

Status N

U Sheet 1 of g 7 Equip.

IO No.

2-PNLA-009-0087 Equip.

Class 20 - Instr.

8 Control Parcels 8 Cabinets

~

~

~

Equipment Description PANEL 9-87 Location: Bldg.

CB Floor El.

593 Room, Row/Col'IR Manufacturer, Model, Etc. (optional but recommended)

~3 N

U g~e~~g Y

N U

N/A DOC ABS GERS AGS CRS RRS Y

U which e and N

U N/A N

U N/A W~

N U

N/A N

U N/A M~-

Y N

U (NNA)

IJO (gnA.f5 Y

N U~N N

U N/A N

U N/A ~<<<<~

~NU eZ N

U CtPjP N

U N/A U N/A SEISMIC CAPACITY VS DEMAND 1.

Elevation where equipment receives mic input 2 ~

Elevation of seismic input below bo 40'rom grade 3.

Equipment has fundamental frequency above about 8 Hz 4.

Capacity based on:

Existing Documentation Bounding Spectrum 1.5 x Bounding Spectrum GERS 5.

Demand based on:

Ground

Response

Spectrum 1.5 x Ground

Response

Spectrum Conserv.

Des. In-Str.

Resp.

Spec.

Realistic H-Ctr. In-Str. Resp.

Spec.

Does capacity exceed demand?

(Indicate at right (*) and in COMMENTS if a special exception to enveloping of seismic demand spectrum is invoked per Section 4.2 of the,GIP.)

~

~

~

~

~

~

~

~

~

CAVEATS - BOUNDING SPECTRUM (Identify with an asterisk (*) those caveats are met by intent without meeting the specific wording of the caveat rul explain the reason for this conclusion in the COMMENTS section below) l.

Equipment is included in earthquake experience equipment class 2,

No computers or programmable controllers 3.

No strip chart recorders 4.

Steel frame and sheet metal structurally adequate 5.

Adjacent cabinets or panels which are close enough to impact, or sections of multi-bay cabinets or

panels, are bolted together if they contain essential relays 6.

Drawers and equipment on slides restrained from falling out 7.

All doors secured by latch or fastener 8.

Attached lines have adequate flexibility 9.

Anchorage adequate (See checklist below for details) 10.

Relays mounted on equipment evaluated ll.

Have you lo'oked for and found no other adverse concerns?

~

Is the intent of all the caveats met for Bounding Spectrum?

ANCHORAGE l.

Appropriate equipment characteristics determined (mass, CG, natural freq., damping, center of rotation) 2.

Type of anchorage covered by GIP 3.

Sizes and locations of anchors determined N

U N/A N

U N/A N

U N/A

SSEL Line Nn.

9072 SCREENING EVALUATION WORK SHEET (SEWS)

Sheet 2 of g 7 Equipment Description PANEL 9-87

~EE E

4.

Anchorage installation adequate, e.g.,

weld quality and length, nuts and washers, expansion anchor tightness 5.

Factors affecting anchorage capacity or margin of safety considered:

embedment

length, anchor spacing, free-edge

distance, concrete strength/condition, and concrete cracking 6.

For. bolted anchorages, gap under base less than I/O-inch 7.

Factors affecting essential

.relays considered:

gap under base, capacity reduction for expansion anchors 8.

Base has adequate stiffness and effect of prying action on anchors considered 9.

Strength of equipment base and load path to CG adequate 10.

Embedded steel, grout pad or large concrete pad adequacy evaluated Are anchorage requirements met?

(P N

U N/A Q)

N U

N/A N

U N/A Y

N U~

+Y N

U N/A CB N

U N/A nenESQS (G N U

N/A EEn Qe CBN Uge

~~AO ~~2+

56m.

t INTERACTION EFFECTS I.

Soft targets free from impact by nearby equipment or structures Y

2.

If equipment contains sensitive relays, equipment free from all impact by nearby equipment or structures 3.

Attached lines have adequate flexibility 4.

Overhead equipment or distribution systems are not likely to collapse 5.

Have you looked for and found no other adverse concerns?

Is equipment free of interaction effects?

N U

N/A U QP N

U N/A N

U N/A C~3 N

U N/A

~YN U NninC

~Y U

IS E UIPMENT SEISMICALLY ADE UATE?

COMMENTS 6rfK Ci3

'quip.

ID No.

2-PNLA-009-0087 Equip. Class 20 - Instr.

8 Control Panels 8 Cabinets

~

~

Evaluated by:

Par F U lS UJP&&~ ~

'k~~

f=a&av~t.g > p ew pu~ ~

Wit,k 54~

H87~

Argo sr< pp t~

C r

~c a~ive.g u~

ANc~~t~

lw ~n Uen$ NiM. ~<> ~f~~

C~- loZ.L8o, S~. 3A SW~ ~W'pfp, ~~

~Usga

~ 8 ttq ip elk.~~~

iS &rM X uO~~i>~ L>>~~~

E: ~EE 11.1

EQE INTEANAJIQNAL JOB NO. ~ol ~

JOB A BFI P A

9(D (P~

CALO. NO, ~rJ SUBJECT K

~ Er+

BY CHK'D SHEET NO. ~7 DATE~~

OATS ~i7 ~

PAW: /7

& ~

SSEti-

~

0 o7Z.

y073 Pa>E,l

'l-S~

p I-VR'=%(:.

5s~

Z )(z.+. P(.zg

)(

pD~JA l o/JOE Age& d g ti 4j40 Q

>/g EJ E

NJ.

LirJ vg'. p~t.

EI 7<nC4 O.~

(AP (M A ~ Sit/ '.bg i~~)~+ ~Ca 5iLL. iS (AIEl~ ~

/> N fC.

b, Pbke

~P Sk@ ~Le OQ.

p~

err IIp qm t p~

g nAvtt 84 ck &~

on fpo // p~y rag

( hazy,. 4lhl ~WX 4f,~

E/> yf a(p. p~~

- pan 1 u~ 5) ltlg

- p~ ~u

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~

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hc Orl<ad~

so&5 QcA SAo&3 C-r~- Se Can<

~1

,( Er+tJ 0

<<S O

0 D

J a~c f.

4'p Lf t( Lm a~

pop,'A~lg

KQE INTEANAllONAL JOB NO. ~5W 4 JOB CALC.NO,~~

SUBJECT 1

SHEET NO.

BY DATE~~<-'

Z CHK'D DATE f'+F&s 4f'. Pa.v~,

2-41 Kce"-3c

/gal )~

+ P~~

vJQA,~:

(> P4NISa +

24

'4 B-4I ~ 6+

'EQE lNTERNATlONAL I

y TEIHAHCNJL T

JOB NO. ~i~

>ll~

~() ~A-cqme1a vv Ca&&i>~

(

zii~ (4~)

HJ 6C;(

~

5tlf (nwj =

I2I%3 g(EI ~~IEg, 8~5 OP+

~

~

4 O

~

~

l dhcrEEE< 8~ Pgp z,P M%5 C~qp)

O C)

~

~ X

~

~

a i

~

~

~

i

~

~

pE/'

PCTCTACTICNAL JOB NO.~TO 4 7 JOB CALC.NQ.~~

SUBJECT

$8LJ r~

~Pt.d (S 5 Kl A4

~ f47 2)

SHEET NO.

C BY DATE &-

CHK'D

'ATE (T4c Vt>, ~

vcr

~~rcc.

Bccm+ 'Bgf <~

Sg.45

~H

+

H

+

~F DIIJ P(qgif)J Q(M I C t<rc<iJ q I~

(DIIA J-3I( )

~+

/bol I, 9 = (t=~ ~F

'i.

Spies

'(c3IMD p iBIGOo ~ ~

~ccTlB 0

~c~ 5 sA~ '

<q ( Sew, C, ~. I) ( L 0 t <<t

. ~c.~

P

=

~~~O~

V= ~~~a+

PJI~

fell CATJCCICB,III 5 lClfidhlg ( 3& CTC PB',)

p=

~so(3j =

zo~(~

II cJo clcdlclc ITJABTJL II~

Pyric."( ( 3 2.

@Ac. IrJQ A t

~O LO~i~

AC.CC ~eQ VJ 0d~

~~CtL~

[TJIJ64L.

IZoP oF-Scx lS ocBJJRa TJA T(Victor ICjcJOIIJAD)

~>l KQE NIEANATIONAL JOB NO. ~O~I~

JOB 8 P

CALC. NO.~~

SUBJECT (5 SCl g o7/2

~ OO SHEET NO.

BY DATE ~7~1 CHK'D DATE~~~

cd 6c.g IW~cfM

ECHE INfEWAliONAL INTKRNATXjpAL JOB NO. "~~ JOB CALC. NO.

t SUBJECT v

CLed-.

SHEET NO. ~><

DATE <z.<N.o h

CHK'

"! DAiE~Mk (y~)

ATTAc, HHE'td W

/Vf

SSEL Line No.

9066 SCREENING EVALUATION WORK SHEET (SEMS)

Status Y

Sheet I of g z Equip.

ID No.

2-PNLA-009-0081 Equip. Class 20 - Instr.

& Control Panels

& Cabinets

~

~

~

Equipment Description PANEL 9-81 Location: Bldg.

CB Floor El.

593 Room, Row/Col'IR Manufacturer, Model, Etc. (optional but recommended)

AH,ac~

MM SEISMIC CAPACITY VS DEMAND 1.

Elevation where equipment receives seismic input (u '<<i~~

2.

Elevation of seismic input below about 40'rom grade i) 3.

Equipment has fundamental frequency above about 8 Hz 4.

Capacity based on:

Existing Documentation Bounding Spectrum 1.5 x Bounding Spectrum GERS

'k 5.

Demand based on:

Ground

Response

Spectrum 1.5 x Ground

Response

Spectrum Conserv.

Des. In-Str.

Resp.

Spec.

Realistic M-Ctr. In-Str. Resp.

Spec.

Does capacity exceed demand?

(Indicate at right (*) and in COMMENTS if a special exception to enveloping of seismic demand spectrum is invoked per Section 4.2 of the GIP.)

~

~

~

~

~

~

~

~

~

~

CAVEATS -

BOUNDING SPECTRUM (Identify with an asterisk (*) those are met by intent without meeting the specific wording of the cav explain the reason for this conclusion in the COMMENTS section be l.

Equipment is included in earthquake experience equipment class 2.

No computers or programmable controllers 3.

No strip chart recorders 4.

Steel frame and sheet metal structurally adequate 4/iiH 5.

Adjacent cabinets or panels which are close enough to impact, or sections of multi-bay cabinets or

panels, are bolted together if they contain essential relays 6.

Drawers and equipment on s) ides restrained from falling out 7.

All doors secured by latch or fastener 8.

Attached lines have adequate flexibility 9.

Anchorage adequate (See checklist below for details) 10.

Relays mounted on equipment evaluated (~f-+ 5')

ll.

Have you looked for and found no other adverse concerns?

Is the intent of all the caveats met for Bounding Spectrum?

ANCHORAGE l.

Appropriate equipment characteristics determined (mass, CG, natural freq., damping, center of rotation) 2.

Type of anchorage covered by GIP

~/w'i sm 3.

Sizes and locations of anchors determined 5i'5 E r (D

N U

N/A (iS DOC (pc.i ABS Cb+ eaoo

-'VVo35'ERS (ggP AGS CRS RRS N

U (~)

caveats which eat rule and low)

QP N

U N/A N

U N/A Q

N U

N/A

~

N U

N/A Y

N U (gg Y

N U

Q)

N U

N/A Q)

N U

N/A (c.)

N U

N/A (Q CiD N

U N/A CQ N

U N/AN U N/A Y

N U

N/A (7 i 6')

N U

N/A N

U N/A (s~ p-)

>-J~)

SSEL Line No.

9066 SCREENING EVALUATION WORK SHEET (SEWS)

Sheet 2 of g Equip.

ID No.

2-PNLA-009-0081 Equip.

Class 20 - Instr.

8 Control Panels

& Cabinets

~

~

~

~

Equipment Description PANEL 9-81 A~NCHOR N <<'d 4.

Anchorage installation adequate, e.g.,

weld quality and length, nuts and washers, expansion anchor tightness 5.

Factors affecting anchorage capacity or margin of safety considered:

embedment

length, anchor spacing, free-edge

distance, concrete strength/condition, and concrete cracking 6.

For bolted anchorages, gap under base less than I/4-inch 7.

Factors affecting essential relays considered:

gap under base, capacity reduction for expansion anchors 8.

Base has adequate stiffness and effect of prying action on anchors considered 9.

Strength of equipment base and load path to CG adequate 10.

Embedded steel, grout pad or large concrete pad adequacy evaluated

. Are anchorage requirements met?

t INTERACTION EFFECTS 1.

Soft targets free from impact by nearby equipment or structures 2.

If equipment contains sensitive relays, equipment free from all impact by nearby equipment or structures 3.

Attached lines have adequate flexibility 4.

Overhead equipment or distribution systems are not likely to collapse 5.

Have you looked for and found no other adverse concerns?

Is equipment free of interaction effects?

IS E UIPMENT SEISMICALLY ADE UATE>

& N U

N/A Cg N

U N/A

+Y N

U N/A (Q

N U

N/A

+Y N

U N/A AY N

U N/A Y N'QQ QY N

U N/A S

N U

N/A N

U N/A ca')

S N

U N/A(~~

Y N

U N/AN U

(QN U

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