hclpf calculations for electrical equipment shutdown … · 2018. 9. 27. · ati'achment8...

ATI'ACHMENT8

SEISMIC QUESTION NO.5

Browns Feny Nuclear Plant - IPEEE

Calculation 50147-C-011, Rev. 1

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

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Calculation Title: FoR

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IVTTOVATOOVAL

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CALC. NO. ~gCl SUBJECT

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BY (5 ' DATE (I -(+I.'HK'0.~ATE js >7 3>

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WTISNATKINAL

JQB NQ. +> o Is~ JOB ~A 6

CALC. NO. C ~~ l SUBJECT

A-MC P BY

SHEET NO 1&

DATE ~s-«-'HK'ktLXDATE ~T+ ~~ +

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NO.

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JOB NO. ~~~ JOB ~ Fdr A -+~

CAI.C. NO. C-O I f SUBJECT C f.

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THTTÃTTATIONAT.

JOB NO. ~T~L~ JOB

CALC. NO. C.-Oil SUBJECT cL

A-MT'HEETNO. lf

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IMTrrNATION*l

JOB NO. ~<»+ JOB 4P 8 -WC

CALC. NO. > PIl SUBJECT HC I-

SHEETN0 2/BY 8 ''

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INTERNATRTNAl

JOB NO. ~B'I JOB

CAtC. NO. < 4'II SUBJECT

A -44, Ifv EL' E

SHEET NO. ~+BY

'DATE ~IY-

CHK'MT~B ~ DATE

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eOkTTAHATSTHAL

JOB NO. ~TDI %~7 JOB

CALC. NO. <-oT< SUBJECT v G H. E'~;-

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CALC. NO. < ~ll SUBJECT

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INT(kMASIONAB

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E'HEET NO.+

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TVTTIAATIOTTAe

JOB NO. ~~~)+ JOB

CANC. NO. ~~1( SUBJECT //cL

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sa'TCANATIONAL

JOB NO. ~e~l- JOB

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E

JOB NO. ~~ol ~ JOB IIi'

CALC. NO. ~ 4'>I SUBJECT C4. ~ F

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JOB NO. ~B«+ JOB

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Mp - 4. I PEEK

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INTIINATIDNAL

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JOB NO. ~I(~ JOB

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p ASHEET NO. ~Z

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INII eNAIION el

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JOB HO. ~oI+ JOB

CALC. NO. Q Oll SUBJECT ~ E

SHEET NO.

BY'

DATE ~~<-'4»

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~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

AGSCRSRRS

N U

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

SEISMIC CAPACITY VS DEMAND1 Elevation where equipment receives seismic input2. Elevation of seismic input below about 40'rom grade3. Equipment has fundamental frequency above about 8 Hz4. Capacity based on: Existing Documentation

Bounding Spectrum1.5 x Bounding Spectrum

'ERS

5. Demand based on: Ground Response Spectrum1.5 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 inCOMMENTS 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 whichare met by intent without meeting the specific wording of the caveat rule andexplain 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 experienceequipment class600 V rating or lessAdjacent cabinets which are close enoughto impact, or sections of multi=bay cabinets,are bolted together if they contain essentialrel aysAttached weight (except conduit) lessthan about 100 lbs per cabinet assemblyExternally attached items rigidly anchoredGeneral configuration similar to NEMA StandardsCutouts in lower half less than 6 in. wide and12 in. highAll doors secured by latch or fastenerNatural frequency relative to 8 Hz limit consideredAnchorage adequate (See checklist below for details)Relays mounted on equipment evaluated 8F-- 3- oHave you looked for and found no 'other adverse concerns?intent of all the. caveats met for Bounding Spectrum?

CB N" U N/ACB N U N/A

~Y N U N/A('0

N U N/AN U N/AN U N/A

8 N U N/AN U N/ACP N U N/A C~)

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

Q) N U N/AQ) N U N/A

NU 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~

~ ~


Centers

CAVEATS - GERS (Identify with an asterisk (*) those caveats which are;-met by intent without meeting the specific wording of the caveat ruleand 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 testingequipment classMeets all Bounding Spectrum caveatsFloor mounted cabinetHa'ximum weight per section less than 800 poundsBase anchorage utilizing HCC base channelsAdequate strength and stiffness in load transferpath from anchorage to base frame (only for "functionafter" 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-bayassemblies bolted together

e intent of all the caveats met for GERS?

N U

N U

N U

N U

N U

N/AN/AN/AN/AN/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 GIP3. Sizes and locations of anchors determined4. Anchorage installation adequate, e.g.,

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

5. Factors affecting anchorage capacity or margin ofsafety considered: embedment length, anchor spacing,free-edge distance, concrete strength/condition, andconcrete cracking

6. For bolted anchorages, gap under base less than1/4-inch

7. Factors affecting essential relays considered: gapunder base, capacity reduction For expansion anchors

8. Base has adequate stiffness and effect of pryingaction on anchors considered

9. Strength of equipment base and load pathto CG adequate

10. Embedded steel, grout pad or large concretepad 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~

~ ~


INTERACTION EFFECTS1. Soft targets free from impact by nearby

equipment or structures2. If equipment contains sensitive relays, equipment

free from all impact by nearby equipmentor structures

3. Attached lines have adequate flexibility4. Overh'ead equipment or distribution systems are

not likely to collapse5. 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/AO' U N/A

YSU (r)Y U (8)

g) ~.-t o ~c-+v i-o'i~YII

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 c c

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 Bw idc4oc.rsvp cc p v $;r)

0) < /saga // .6c/ssccs Ayc~.~.p cd~'~i s + I wcoAg a~ ~4,IAhW'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 (~

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/s

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parce,4. + 8> Cavd h=qo"k=>Jn..

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/s

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g cU fcc + C i9 c,A

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EQE INlEPNAHONAL

INTEANATIONAL

JOB NO. ~<~ JOB ~ACALC. NO.~~ SUBJECT ~Z 4 bib(ss~ >'l o'l Eo

SHEET NO. ~~BY . 'ATE~oCHK'DBT'tT ~ATE ~To '

IP QblC'tiay

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0 6

Ib

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4

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

JOB NO. ~+~ JOB

CALC. NO.~~ SUBJECT(Ssa B q«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 7VaiI 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. 3S412 Eeo o ~ + eo$ Q

SHEET HO. ~SBY P '

DATE ~loCHK'DA~ go

p

Hckc- hi /Caned)5 IVI 2ce

v

t .

HCG,OVBv ve Il Chr. O4 KSESSI&

I E,<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. Rag I'M

EOE INTERNJB TIOHAL

JOB NO. ~EB I ~~ JOB

CALC, NO,~ SUBJECT

C P

S v -8b8 -Lt f-ooo3bBY

CHK'D~

SHEET NO. ~FDATE ~toDATE ~ ~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~ a l

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, ~'lhw/4~+~vg st a~ a) ~ o<

wR- w6k

(icP

I5g~ g (2xIL'E'.~w IX'fh /) t = 1035.

/mp P AgogI

-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 ~/~ P

ho//'YCHK'HEETNO. ~xl l

DATE ~To T-

DATE /0 JET

7zQV 5

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

U)~ +g = > F. USE

/o35 +3'7gg g5 K 'f

llE

I '1. Rsio.ll,„~ ( Fg 3Q Rsi os

I

CkcQc 3/q rP AE chow So/HS:

T

CI7DcNTfa bLQ ~'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 IiCALO. 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

sp Sp c...din . YNU OAismicIP.) (agliac ass- lo>l)

(*) those caveats whichof the caveat rule andsection below)

CAVEATS.- BOUNDING SPECTRUM (Identify with an asterisk~

~ ~

~

~

~

~

~ ~are met by intent without meeting the specific wordingexplain the reason for this conclusion in the COMMENTS

SEISMIC CAPACITY VS DEMAND

1 Elevation where equipment receives seismic input2. Elevation of seismic input below about 40'rom grade3. Equipment has fundamental frequency above about 8 Hz4. Capacity based on: Existing Documentation

Bounding Spectrum1.5 x Bounding SpectrumGERS

5. Demand based on: Ground Response Spectrum1.5 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 (*) anCOMMENTS if a special exception to enveloping of sedemand 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 experienceequipment class600 V rating or less .

Adjacent cabinets which are close enoughto impact, or sections of multi-bay cabinets,are bolted together if they contain essentialrelaysAttached weight (except conduit) lessthan about 100 lbs per cabinet assemblyExternally attached items rigidly anchoredGeneral configuration similar to NEHA StandardsCutouts in lower half less than 6 in. wide and12 in. highAll doors secured by latch or fastenerNatural, frequency relative to 8 Hz limit consideredAnchorage adequate (See checklist below for details)Relays mounted on equipment evaluated PF= g.oHave you looked for and found no other adverse concerns?intent of all the caveats met for Bounding Spectrum?

S N U N/AQ3 N U N/A

9 N U N/A (~)

G N U N/AQ'J N U N/A

N U N/A

9 N U N/AC5 N U N/A

N U N/AN U N/A ($4

(P N U N/A(">Cg N U N/A

NU 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


CAVEATS - GERS ( Identify with an asterisk (*) those caveats which are.-met by intent without meeting the specific wording of the caveat ruleand 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 testingequipment classMeets all Bounding Spectrum caveatsFloor mounted cabinetMaximum weight per section less than 800 poundsBase anchorage utilizing MCC base channelsAdequate strength and stiffness in load transferpath from anchorage to base frame (only for "functionafter" 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-bayassemblies bolted togetherintent 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 GIPSizes and locations of anchors determinedAnchorage installation adequate, e.g.,weld quality and length, nuts and washers, expansionanchor tightnessFactors affecting anchorage capacity or margin ofsafety considered: embedment length, anchor spacing,free-edge distance, concrete strength/condition, andconcrete crackingFor bolted anchorages, gap under base less thanI/O-inchFactors affecting essential relays considered: gapunder base, capacity reduction for expansion anchorsBase has adequate stiffness and effect of pryingaction on anchors consideredStrength of equipment base and load pathto CG adequateEmbedded steel, grout pad or large concretepad 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




free from all impact by nearby equipmentor structures

3. Attached lines have adequate flexibility'. Overhead'quipment or distribution systems arenot 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 UIllN/AN/A H)

N/AN/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 </q g Qlt+ a.sg TappW

is Sis Sar se 6ov) ('t4. avarall 4 aa l 4 fry g Q ~ Sscs'-

ssrsSsa g 3 -3 H6 .

/o) p~ p'>g~~ Q. ), ) ( g.gp,.$ ( gf. ~tc., (Q Qggoo td>3~8)> So4 ~ In% Jn c%vc

sp~~& ~v4 I 5''n-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 ~ s nA +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~ <h5 z >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 irbaTc 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 +zC5 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 J|zisytt g ~ I tr C ~ C - $ p csb.4g)

(7) Ftrc |Bmoc.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, ~< SUBJECTSSEl 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 51II/

<i a~~C,4 if O&ozz~V 'Bzg 0- ~f~ pf J~ft'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 wUa5' 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') ~ 4pf/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= /0334/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) a rclw Drc' c.< «U'~* J+D0k 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


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 DEMAND1. Elevation where equipment receives seismic input2. Elevation of seismic input below about 40'rom grade3. Equipment has fundamental frequency above about 8 Hz4. Capacity based on: Existing Documentation


5. Demand based on: Ground Response Spectrum1.5 x Ground Response SpectrumConserv. Des. In-Str. Resp. Spec.Realistic M-Ctr. In-Str. Resp. Spec.

Does capacity exceed demand? (Indicate at right .(*) and inCOMMENTS if a special exception to enveloping of seismicdemand spectrum is invoked per Section 4.2 of the GIP.)

CAVEATS - BOUNDING SPECTRUM (Identify with an asterisk (*) those caveatsare met by intent without meeting the specific wording of the caveat rulexplain 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 N3. Side-to-side restraint of draw-out circuit N

breakers is provided4. Adjacent cabinets which are close enough to impact,

or sections of multi-bay cabinets, are bolted togetherif they contain essential relays5. Attached weight (except conduit) less

than about l00 lbs per cabinet assembly6. Externally attached items rigidly anchored7. General configuration similar to ANSI C37.20 Standards8. Cutouts in lower half of cabinet. side sheathing

less than 30% of width of side panel wide andless than 60% of width of side panel high excludingbus transfer compartment

9. All doors secured by latch or fastener10. Anchorage adequate (See checklist below for details)11. Relays mounted on equipment evaluated12. 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

~BGERSGRS

AGSCRS

N U C~)~

whiche and

U N/A (<>U N/AU N/A(....~)

@ N U N/A(<)

N U N/A <ShN U N/A

Q9 N U N/A

(B N U N/A6 N U N/AN 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@PN 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 andexplain the reason for this conclusion in the COMMENTS section below)

1. Equipment is included in generic seismic testing equipmentclass Y N U

2. Meets all Bounding Spectrum caveats Y N U3. 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 areessential to other equipment or cause unacceptablelockout Y

9. For 2.5 g level GERS, vertical restraint preventsbreaker upi'ift Y

10. For 2.5 g level GERS, outside corners of end unitsare reinforced, if needed Yt 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 GIP3. Sizes and locations of anchors determined4. Anchorage installation adequate; e.g.,

weld quality and length, nuts and washers, expansionanchor tightness

5, Factors affecting anchorage capacity or margin o'

safety considered: embedment length, anchor spacing,free-edge distance, concrete strength/condition, andconcrete cracking


7. Factors affecting essential relays considered: gapunder base, capacity reduction for expansion anchors



10. Embedded steel, grout pad or large concretepad adequacy evaluated're anchorage requirements met?

N U N/AN 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/APY 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



free from all impact by nearby equipment or structures3. Attached lines have adequate flexibility'.

Overhead equipment or distribution systems arenot likely to collapse

5. Have you looked for and found no other adverse concerns?Is equipment free of interaction effects?


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 =>~~ i p 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.~~

'QiDATE ~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


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 DEMANDl. El'evation where equipment receives seismic input2. Elevation of seismic input below about 40'rom grade3. Equipment has fundamental frequency above about 8 Hz4. Capacity based on: Existing Documentation


5. Demand based on: . Ground Response Spectrum1.5 x Ground Response SpectrumConserv. Des. In-Str. Resp. Spec.Realistic M-Ctr. In-Str. Resp. Spec.

Does capacity exceed demand? (Indicate at right (*) and inCOMMENTS if a special exception to enveloping of seismicdemand spectrum is invoked per Section 4.2 of the GIP.)

~ ip1-3

N U N/A(t)DOC

BS

GRS

AGSCRS

QPN U <z)a

whiche and

U N/A (HU 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/AU N/AU 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 rulexplain the reason for this conclusion in the COMMENTS section below)

1. Equipment is included in earthquake experienceequipment class CB N'. 2.4 KV to 4.16 KV rating

3. Internally mounted potential and/or control powertransformers are restrained to prevent damage to ordisconnection of contacts

4. Adjacent cabinets which are close enough to impact,or sections of multi-bay cabinets', are bolted togetherif they contain essential relays

5. Attached weight (excluding conduit) less thanabout 100 lbs per cabinet bay

6. Externally attached items rigidly anchored7. General configuration similar to ANSI C37.20 Standards8, Cutouts in lower half of cabinet sheathing

less than 30% of width of side panel wide andless than 60% of width of side panel high excludingbus transfer compartment g N

9. All doors secured by latch or fastener10, 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? Nt 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


CAVEATS - GERS ( Identify with an asterisk (*) those caveats which are--met by intent without meeting the specific wording of the caveat ruleand explain the reason for this conclusion in the COHHENTS section below)l. Equipment is included in generic seismic testing

equipment class Y2. Heets all Bounding Spectrum caveats Y3. Floor-mounted enclosure Y4. The switchgear is not a specially-designed type Y5. Circuit breakers are truck-mounted type,

not jack-up or vertical-lift6. Haximum weight per vertical section less than

5000 lbs Y N U7. Base anchorage adequate (See checklist below for details) Y N U8. Relays used for breaker function are not on

"Low Ruggedness Relays" list ~ Y N U9. Relay evaluations completed for all relays that are

essential to other equipment or cause unacceptablelockout Y N U

10. For 2.5g level GERS, vertical restraint preventscircuit breaker uplift Y N UFor 2.5g level GERS, circuit break arc chutes arerestrained horizontally Y N U

For 2.5g level GERS, a Beaver Type Z relay is notused in Westinghouse HV switchgear for the "Y"anti-pump relay Y N U

13. Separate evaluation of breaker racking mechanismcompleted; seismic positioner or sufficient side-to-siderestraints used

14. All adjacent cabinets„ or sections of multi-bayassemblies bolted together


N U

N U

N U

N U

N/AN/AN/AN/A

Y N U N/A

N/AN/A

N/A

N/A

N/A

N/A12.

N/A

Y N U N/A

Y N U AY 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 determined4. Anchorage installation adequate, e.g.,


5. Factors affecting anchorage capacity or margin ofsafety considered: embedment length, anchor spacing,free-edge distance, concrete strength/condition', andconcrete cracking


N u N/A(~,.>N U N/AN 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~ ~


~II I «'I7. Factors affecting essential relays considered: gap

under base, capacity reduction for expansion anchors8. Base has adequate stiffness and effect of prying

action on anchors considered, 9. Strength of equipment base and load path

to.CG adequate10. Embedded steel, grout pad or large concrete

pad adequacy evaluatedAre anchorage requirements met?INTERACTION EFFECTS

1. Soft targets free from impact by nearbyequipment or structures

2. If equipment contains sensitive relays, equipmentfree from all impact by nearby equipment orstructures 'I

3. Attached lines have adequate flexibility4. Overhead equipment or distribution systems are

not likely to collapse5. Have you looked for and found no other adverse concerns?t Is equipment free of interaction effects?


N U N/A

+Y N U N/A

Q) N U N/A

+Y N U N/AgNU(AN U N/A Ciz)

S N u N/A(7-)(5 N U N/A(e)

N U N/AY U N/A'((>)

YU ('>)

YU C~»

COMMENTS

() 33c, ~ C EI h V ta V«VC 'hc"V I CI( VHEMIC.

Sm'Aet3 C~ ( «Z $ ((

(4cceh Lf YChk cim ~ Lop; H~ t(hvv'L pic 8 CwtEVSC 5( Cvuw ~ Seev~~««c ~ vt (c~> +S ~ ~c; 4t''tc, ~ 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

YR. t O'hi Qg f Ifac('C~ 19%3) ~ 8+wCVer] Siam <(l jngc(fi~0 .SeCkO~ Z f C i S Seie'c+t'4 Q"™s:y4. - 4- 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 EEI a)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 rtcE

Of KiS 5ETAii+Ci C)MV .' S QVC4~ ~CT <

Of 4 I P Sm Smic ~f a.u%g <S ~ >~a~d Cg'tc,vi EDE, iS

oc %Au,TTEdA'~ >~ckvEAof 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) gl

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

KF - C o Tc 1.25 ~o.lb' IZ

if'

Wc.ld pr ~ti~s,

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

M Gn.lc,

Af ffEg~v~lc t we.ld |c ~% (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) = = 32.5ISo~ + ~

fCEECTclc shown Sf';hr EfD» JETEgv D4cnl~~gg;p, p~ OT l p, 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

n30 4, x < x o7ol wino - 35ZWg- S (7~ toL

allover

etc welds~ s~ Qw pQ'l<l44 4'o~% a4 5 0 )

~s, r kP — 3~. (o x —g, o. To7 x 32-S = $ 1.'I

S ( TofaL altiv)e hK~ ~ldI Mselc 6c M% 4v pl<q

wc.>ds a ~ 0~

s.w)

Nqld g~c~'c. ~~'(~~~LoQ A)pR i 'H gH + d W'b.i.

O7@ (7O'X'36 ) d. (/'d«P>Z <'t)) ((-o „(1-'34.17)) =

/3'/38

l273.5- +

B.o"

rF'5 73 5- Zl73 5-g

KF~ = 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 vP5'L- ao. Qolt)

cBo o CHK'ATE<< S

SHEET NO. ~>~cBY DATE ~r2

55 E,L.; 9' I L

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

$) prYpg

( ~; \ 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<B go - TI pro~ ~a

llOJ. Tv $ 4a J 3b )Ir

P+~gc ('~)~) J 6~ ncg~J 7HW=~In,Ty

v r ~ ~ ~ ~ ~ ~

qTB g

EQE INTEANAllONAL

JOB NO. ~~>~ JOB

CALC. NO. ~Q SUBJECT(SSa foli)

BY

o ht) A zf - oa

CHK'HEETNO. ~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—ceca p

(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+mo V 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) Q5o 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:ncC~o~ Ca

I3) ufo iS a jscfScng kioocfc c If c/ccS So hey cco ~ Z ccf 'occc I J

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 If4+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

Iy 7rr

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]s''L

=+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. i 4J 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~~cCHK'h a DATEfIg .5

I~W

E'«C

I

la~~ISED'fisc4» 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<$gbOse ~ 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.+ HKz'(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

easgpss~)

tl«4, leg g * ~ g~+ p Q'+IS igIeoreJ In M gy~g Wtc 4.'4<,

<) W loci«i lee«Sec( pc»«L Soa s eea co:es*ctjl iaSos&'E

fk Sb jj4Wig 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 (ovSSSL aeo. foe 8) . Bg Oo ~a««so,W («c««c(ae«e +L (soqaeeo«, «E

.PAYlC l (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-7Np 7''I 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


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 DEMANDl. Elevation where equipment receives seismic input2. Elevation of seismic input below about 40'rom grade3. Equipment has fundamental frequency above about 8 Hz4. Capacity based on: Existing Documentation

.Bounding Spectrum1.5 x Bounding SpectrumGERS



zl -'a'(0(8 N U N/A (~)

DOC

BS

~ERSGRS

AGSCRS

. ~RQ) N U (3>lo

(B N U N/A

Y N U lgY 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 whichare met by intent without meeting the specific wording of the caveat rule andexplain the reason for this conclusion in the COMMENTS section below)

1. Equipment is included in earthquake experienceequipment class N U N/A.

2. 4.16 KV rating or less Y N U N/A3. For floor-mounted dry- and oil-type unit,

transformer coils are positively restrained withincabinet

4. For 750 kVA or larger units, coils are top bracedor adequacy shown by evaluation

5. For 750 kVA or larger units, 2-inch clearance isprovided between energized component and cabinet

6. For 750 kVA or larger units, the slack in theconnection between the high-voltage leads and thefirst anchor accomodates 3-inch relative displacement

7. For wall-mounted units, transformer coils anchoredto enclosure near enclosure support surface

8. *For floor-mounted units, anchorage does not rely onweak-way bending of cabinet structures underlateral forces

9. Adjacent cabinets which are close enough to impactare 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?


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 testingequipment class

2. Meets all Bounding Spectrum caveats3. Dry-type unit (not oil-filled)4. Wall or floor-mounted NEMA-type enclosure5. 120 to 480 VAC rating6. 7.5 to 225 KVA

rating'.

180 to 2000 pound weight8. Internal supports provide positive attachment of

transformer components9. There is a minimum clearance of 3/8 inches between

bare conductors and enclosure10. All adjacent cabinets or sections of multi-bay

assemblies bolted togetherIs the intent of all the caveats met for GERS?

~NCNORAGEI. 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 determined4. Anchorage installation adequate, e.g ,



6. For bolted anchorages, gap under base less thanI/O-inch


8. Base has adequate stiffness and effect of pryingaction on anchors considered,




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/AN/AN/AN/AN/AN/AN/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 EFFECTSI. Soft targets free from impact by nearby


free from all impact by nearby equipment or structures3. Attached lines have adequate flexibility4. Overhead equipment or distribution systems are

not likely to collapse

9 N U N/A (4)

Y N U CIQtN 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'd5. Have you looked for and found no other adverse concerns? QY N U N/AIs equipment free of interaction effects? Q9N u

IS E UIPMENT SEISMICALLY ADE UATE> QVN U

COMMENTS

j) ~fh > ~ ~ <<'> 's e'z.. ms'' Q~. c (e. ~-~o v+-

z~~ ~-m-wM +—~ g ~" a ~-'~mm v- y—~H K W 6 I'IJlyC w og 9g ~ ~ g'<)her f 'fS Cog /~nZ ra~gycJ 4~ gl „„L.pygmy'o~d'!PE, ~ EPRl .+Awe.-iox)fo

(7~M gv4 is gree~ ~ gq~g5ac.a/go nl~i')p~ ~(c.. ~ q ooo o 9q~z~9 p ~ o

p p;q~W R%~ Lac'~p«~ spmfi~g(i'c" i jBaJ 's4'c ff~~ cc +M l~sMfu~ Wpo~

+P~~ ) ~+~< N Cj 8P5g'1 Yam %four cps;„~ P~p~~ra ge. o4 v4o f 5'5 ++ + + < 8t „5 ~cc % g~acHP

gg ~k'M4 M Q ~f~ Cw~ 8 R%' 5~ &~A~+)

+ac'Q 4 ~ 5» ~ J evi+wio.

woA~< 6 W~ 5 c ~~~~ ~~ s~~ ~

I>) ~lr~~ +bc. Nltave ~sgr~ (>< 4+), .

@[i'-~k,s'~ ~~+~ (e.>~)~~~Nb 3 ~ r~>+.-'~75 &6 A~@~ gcrscu~ ~~*

se.d o~~

pygmy

~~@~ (qQ ~ p qq~ i s/i/ho) 'cR <(~~'

«I>'I'valuated

by: Date: 2/- 5

ERE INTERNATIONAL

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

CALC. NO. SUBJECT ASSET Q qqo g)

QJ8 L 4o ~ '7O< 4 p 'FII'8 (p4t~; e,Fq I i'1Co~ yg. 2 - Xr-A- >5'+ ~ o ~<A ~

SHEET NO. ~

P<~~: SQL~Ma-h 4O~~75 ~p ~

'3 pR~

b~; (t 5 k~M4.3o Afl

-z'7

~AIg y Q~.Qa8 ~/~p gt 4.xigx gg

E,

g Iy~x'I/qx>/I,

— c.c. c(~~C~Wa~c )

P>'r~ Pp$ '„+<~ ~ 4~ ~+ Spry~p,,g„~ ~ gag ) i~ W ts 7- if~

~ g

JQ+cf ++ Sf'~ T~~T5'~ ~<.~ p ~/gx.

J~w Q $ ~~ ~M+ h~ %~~ S~~+

'Ne~L)~s cQ~~

p Q %ling p +0 CQ+ g~ 44I 4 '~$ IONA

I Dg~lseft(4»~ ( C~~ R4+~ K++)

I

Il-

loI/Z,

EQE iNTKANABCNAL

' p Icewocciool

JOB NO,W~/,o 0 JOB

CALC. NO. ~ SUBJECT

PEeeA —~65 —moo TE A)

gS E.L W

'Faery'HEET NO. ~5BY < 'ATECHK'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~:~ C kC.. CQ @32+3 '73O'A9

M. i)

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

Pa <Qc = z./5

go. " = o. t',(.tc W

V

(g: CE1B Slt- o6- O.,8ol. PO'8 P. A+C.4V

~ ~ ~~

t/~'Ws

x 2.IS x? Sh i 3Y5 x 2 IS «>,5 ( 3RS xo.C<gMl.PSiv-x~

JT'EB5

= ie3$ ( i = Z.Zq q SP:o =2oB (q E+PHPP o)4 Ll +is'o

tg~ Q. I dliv

II

Y= R~ n- -'T S.~ L oc< p '/~g A»Lcr

( 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/~ ~mood 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'OBCALC. 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


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/AD C

BS

S

G S

S

CRS

RRS

QYN U

caveats whicheat rule andlow)

N U N/AY N U N/A

OY N U N/A

Y N U (8//>

Y N U ~/A

YN V~AY N U ~/A

OY N U N/A

Y N U N A

QYN u N/A



5. Demand based on: Ground Response Spectrum1.5 x Ground Response SpectrumConserv. Des. In-Str. Resp. Spec.Realistic M-Ctr. In-Str . Resp. Spec.


CAVEATS - BOUNDING SPECTRU (Identify with an asterisk (*) thoseare met by intent without meeting the specific wording of the cavexplain the reason for this conclusion in the COMMENTS section beI. Equipment is included in earthquake experience

equipment class.2. 4e16 KV rating or less3. For floor-mounted dry- and oil-type unit,

transformer coils are positively restrained withincabinet

4. For 750 kVA or larger units, coils are top bracedor adequacy shown by evaluation

5. For 750 kVA or larger units, 2-inch clearance isprovided between energized component and cabinet

6. For 750 kVA or larger units, the slack in theconnection between the high-voltage leads and thefirst anchor accomodates 3-inch relative displacement

7. For wall-mounted units, transformer coils anchoredto enclosure near enclosure support surface

8. For floor-mounted units, anchorage does not rely onweak-way bending of cabinet structures underlateral forces

9. Adjacent cabinets which are close enough to impactare bolted together if they contain essential relays

10. All doors secured by latch or fastenert ll. Anchorage adequate (See checklist below for details)12. Relays mounted on equipment evaluated13. Have you looked for and found no other adverse concerns?


SSEL Line No. 9004

5Sheet 2 of~



~ ~Equip. ID No. 0-OXF-219-TDA Equip. Class 04 - Transformers

CAVEATS - GERS1. Equipment is included in generic seismic testing

equipment class2. Meets all Bounding Spectrum caveats3. Dry-type unit (not oil-filled)4. Wall or floor-mounted NEMA-type enclosure5. 120 to 480 VAC rating6. 7.5 to 225 KVA rating7. 180 to 2000 pound weight8. Internal supports provide positive attachment of

transformer components9. There is a minimum clearance of 3/8 inches between

bare conductors and enclosure10. All adjacent cabinets or sections of multi-bay

assemblies bolted togetherIs the intent of all the caveats met for GERS?

'

ANCHORAGE

1. Appropriate equipment characteristics determined(mass, CG, natural freq., damping, center of rotation}


weld quality 'and length, nuts and washers, expansionanchor tightness



7, Factors affecting essential relays considered: gapunder base, capacity reduction for expansion anchors






equipment or structures2. If equipment contains sensitive relays, equipmentt free from all impact by nearby equipment or structures3. Attached lines have adequate flexibility4. Overhead equipment or distribution systems are

not likely to collapse

Y.

YYYYYY

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/AN/AN/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


INTERACTION EFFECTS Cont'd5. Have you looked for and found no other adverse concerns? Y N U N/A

Is equipment free of interaction effects'VN u

IS E UIPMENT SEISMICALLY ADE UATE? (7)N u

COMMENTS ~

(i) V4 h~g, ~ ss r'y'll) i ~kJ 4 s5le 44I S,~ckch zd * 8& ~~eN AOctv; BR~i'~ +~~~' Qc Nt~oP 'AAc. ~s ~s stre ctss o r,g/g dd~4 Aisle risicl '~M$ (3'ss fg"f) sh f~

7~ala re,zan s„Z~~sAv~s ((Jstiita'A) 4 ~ gaaia& Wp g'4, ('+@* dhog( TFd yo~fyo)

( ) 74. ~zQ~ (P/gyes i-a~el~ iact-gaia, ~) is isis ICffQtstd&'~V4ca. daW &se.. ~s +Fa. ri'. ~acr~ Qf i'~ o ~ ldackury

Si'king fAiis, w Ii4'ref mspo~ r( Ll4 ~ rorf~ ir ~'faccess~~.Tkase ~a. s 'it.aai a( ~e. ~ K. ~ base. or f ra~ i

rr S4Q

(z) Rasa ~ ct ~a. a.s niadd. cs lsda. cia,~~~i y ~a~* 4 w'~st ~~(~, (~~)

(g) grec ~ can si'a/ ii( auFCa soJ~ mi AA~ ed c~~ aarsi W>~ a O. A ~ >Pi&~~ Iai W +~ "N" Ft ~SS

$„S + ~ f'Cig~ss )4 +~A ia~

g~~, ~ ~sfo ~ is rip d >'sp~~<fd Q p-'W»Fi'-

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

,Evaluated by: Date: 7c

7 zs g5

SHEET NO. E

JOB NO.Xg~l CS JOB 7 ~ ~~ ~ Uss s ~ BY JE'

DATE~X'ALC.NO.~

SUBJECT ' ~ I @~~~ ~~ @1 T ~~CHK'D~ DATE~7

ssKL, pto'. l0<+ p %4<5

Egw'p'. Ig 'o- OgF 2 tg -~A /~be3p~ g c a JET Q 5 7<~~4~So ~cL

3/E~ Mh:&

DC

s

~ s

o'lg

I

I

l0

;I

'I

s

s

I I'Is sgr ~

Is

i'NTE/INAIIONAL

0 JOB NO.~>1~ 7 ~ JOB

CALC. NO. ~++ SUHJECT

SHEET NO.p BY DATE7 >

CH|rD~ DATE ~zr~r

qoo5

p~. ~ - c ox'-2.1 1 ~A

/ do.4 nfw EYES+

~ /,'z. Lr~oAAr4'~

> $ I SC. &PAg~ = /, o$7 yz. i 2,/84- p,.

o, or// Xz = o/rz~.

pet~ /$g (8ej /VA.p-rug, O-ASH'3zp gz)

s/. ~~(god - klA-g5 r~V

ce&-5-os- c~. r)

F = S@axZ./o4t.x/,~= /o,s4/-a = 8 Isa x o /fz

gx /. aS'= n, 9o k

/Lx/~l~h o ~ Qo Js

r r c.sc 94~x~q,Z

F'v = '~ =o,mal'/0,

$4 r4" .48" &Nl ~ — 2>

/4tx, ~/Nfl'.< / ='(//ra+/,theo,,zs ).=

l5iW'4ax,a4 L,~ t/-Rrr /"f <->-P/ P: z(p,(pq q - Iq gg

L=l~ ) Lw~= IO

Ios 4zoIor r~ Io P~(

81z V~ = V«l-Oaf (o 3o

v~a 19,>5

0,58 x i.oIs,~4I 4'i

I

I r

C-$

8I

z<L"

t "4

~,Qpt6S uI/Z.

Bl,

St>'-S-P

I r ~lz"~/a(Ca/'-7tr~

//-I/s/t/a Sr /az )

WzJ 'aohi i "f Aoosq/z ~. /Iro, A„=~ = >~=o,ygC-'g

4 15 A„Z P< iqg ~ o,~q y.w+N Oe7$ $

FI 2Q(/.7') /. f (P.7P) . )5 7 .~ ~ P~ 17~~z~f &a ) $» Jq Q7

o$ vs ~(jvi.~) ~A ~

gpss;~

~~+I

DQE IMERNATIONAL

JOB NO. < ~~F JOB

CALC. NO. C Oll SUBJECT c

SHEET NO. @~EBY 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


~ ~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/AOOC

BS

6'ERS

GRS

AGSCRS

N U C~)

whiche and

U N/A

U N/A «4>

u IZEDU N/AU N/A «~~

U gQU N/A

QN U N/A


Bounding Spectrum1.5-x Bounding SpectrumGERS

5. Demand based on: Ground Response Spectrum1.5 x Ground Response SpectrumConserv. 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 seismict demand spectrum is invoked per Section 4.2 of the GIP.)

C YEATS - BOUNDING SPECTRU (Identify with an asterisk (*) those caveatsare met by intent without meeting the specific wording of the caveat rulexplain the reason for this conclusion in the COMMENTS section below)l. Equipment is included in earthquake experience

equipment class CAN2. Hain driver and driven equipment connected by

a rigid support or skid N3. 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 N6. Relays mounted on equipment evaluated Y

N'.

Have you looked for and found no other adverse concerns? dD N


ANCHORAGE

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




O'N U N/AO' -U N/A& N U N/A

6 N U N/A

N U N/A

~ $ $~

I ~ ) ~ ~ ~ I I I I ~ ~ I

I ~ ~ ~

$~ ~

~ ~

~ ~ ~ ~ ~ ~ ~, I ~ ~

~ ~ ~ ~ ~ ~

~ ~ ~ ~, ~

~ ~ ~ ~ I ~

~ ~

~ ~

~ ~ ~

~ ~ ~

~ I I ~ ~ ~ ~ ~ ~ I

~ ~ ~ ~

~ ~, ~ ~

~, ~

~ ~ ~ I ~ ~ I

~ ~

I ~

~ I

~ ~ ~

I ~

~ ~

~ ~ ~

~ ~

I, ~

~ ~

~ ~ ~ I

~ $ f ~

~ ~

Ai

FCE SN'fEANATOO'oNAL

JOB NO ~o> 7. o JOB

CALC. NO. ++ SUBJECT

1-44.II r tf

SHEET NO. ~OSBY 'ATE 7- 2+-~

~-~«-~i < CHK . ~DATE fQCS EL ~ Q E+I)

ggEL yo. ~ . Iles/, plato

b., Z HQE/V 2. (erg oooZ 5'hl ( oo o Z be

J 1 rro

o

3/<G q"yu,"

l(J gEsr

~ )I oQ g- ~ -8—SE~.

o

)~frZ

~ t

is

I

l 'olI

tgl l

I

l~lI

l

b

~o

g J g Pfr Ch.

—$—f.Q—Vj'/TO bogS

---(TTqASTJ lBA4-I

II

o( o

I

l

EQE TNTERNAHONAL

JOB NO. ~S'<I+ JOB ~ p co

pm'ALC.

NO. ~ ~ SUBJECT H~P 4 v. ~ c,'HEET NO. ~+

BY DATE ~lz.l

CHK b ATE ~W

(cT q~)

4wTAcHHKQ7

S'Eh/5 4~ 2, tWVT'e4 -OOCB 2 (SSEL+ 3%CB75)

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


'ounding Spectrum1.5 x Bounding SpectrumGERS

5. Demand based on: Ground Response Spectrum1.5 x Ground Response SpectrumConserv. Oes. In-Str. Resp. Spec.Realistic M-Ctr. In-Str. Resp. Spec.


Cn

Y U ~ e s.~~'3

N U N/A (),(8>'OC

BS

~BGERSGRS

AGSCRS

QN u (~)"

CPN U N/A (p)

N/A (<> ~<7.)

mN U N/A

N/A(e V)N/A ~+)N/A

N U N/A

t CAVEATS - BOUNDING SPECTRUM (Identify with an asterisk (*) those caveats whichare met by intent without meeting the specific wording of the caveat rule andexplain the reason for this conclusion in the COMMENTS section below)

1. Equipment is included in earthquake experienceequipment class & N U N/A

2. Solid state type CY3 N U N/A3. For floor-mounted, transformer positively

anchored and mounted near base, or load path isevaluated

4. Base assembly of floor-mounted unit properlybraced or stiffened for lateral forces N U

5 ~ For wall-mounted units, transformer supports andbracing provide adequate load path to the rearcabinet wall Y N U

6. All latches and fasteners in doors secured7. 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?


CAVEATS - GERS (Identify with 'an asterisk (*) those caveats whichare met by intent without meeting the specific wording of the caveatrule and explain the reason for this conclusion in the COMMENTS section below)

1. Equipment is included in generic seismic testingequipment 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~ ~


CAVEATS - GERS Cont'd3. Silicon-Controlled Rectifier (SCR) power controls;

wall- or floor-mounted NEMA-type enclosure4. Within range of battery charger ratings:

24-250 VDC120-480 VAC'25-600 amps150-2850 pounds (floor-mounted)150-600 pounds (wall-mounted)

5. Within range of inverter ratings:120 VDC only120-480 VAC0.5-15 KVA300-2000 pounds

6. Heavy components are located in lower half of cabinetand are supported from base or rear panel with no panelcutouts adjacent to attachment


ANCHORAGEt 1. Appropriate equipment characteristics determined(mass, CG, natural freq., damping, center of rotation)












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~

N U N/A(< A4)N U N/A (~)8 N U N/A<~i

9 N U N/A

QY N U N/A

~Y N U N/A

+Y N U N/A

Y N U N/A

~YN U N/A

(Q N U N/AQY N U(<,o

QN U N/A

9 N U 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~

~ ~


INTERACTION EFFECTS Cont'd3. Attached lines have adequate flexibility Y N U N/A4. Overhead equipment or distribution systems are

not likely to collapse QY N U N/A5. Have you looked for and found no other adverse concerns'Y N U N/A

Is equipment free of interaction effects? NUIS E UIPMENT SEISMICALLY ADE UATE>

COMMENTS

@NU

) ~ +~g~FS~ 4a.b%e. ~Acids(iowan(,

4~ fM'@ilia ~

Tki~ 'Q~ ~4 incurs i (ir Ii'v.'ai) '~ ~ sw~~g >gW 'c q~~ ~ 'f HE ~ (Q- EPR l + «t ~-hsL<V~).

Cake 4n,6~m ~~V om P~~ i L~ o~

~Q / og 5'cQf Qv Z.-lsJV-ZS (a -oool

p~ ~(( gq gyp'» g+gggq ~ ( ~ 5 J(lb'5 cxlalotlof Ip%Rw45'hG tftj CtI

spa E~~) ~ ~gz.l ox R."4, 'n ~ ~~g ~)c. g ag~~w s'. ez~ ~ 6- F H5 ~ S'~cc- ~ ~ ~~~+ ~ ~'< ~~V~ is y~+ev-'TLr v Q h'E

a~ ~~ cw «a ex~~~ aha~ 8'H<,~ '«~< a$ ~ pip s~c~:w~y gt Qyj 4» c Is

3) S~ ~ 4 ow SKblS 4v Z.-<NV-Z.S 4r drool (.%SQ 9ll+) ~ AV=%.<

4) t9tlc4+c +mg i5 ~o+~~ in g(g. ~ q q A+7 fg q g ( 5'. ( <~cd nowt. PSRA- s~+~ $ f g Qv ~yQi A~ha L

Evaluated by: Date: i7-'7s

0

EOE (NTEIINAHONAI.

WTERNATZBSAL

JOB NO. ~>~IT JOB

CALO. NO.~< SUBJECT

BY

s s' -I< -2. Io-~>

CHK'SS

E1 '39 o75)

SHEET NO. ~+5DATE ~(-(-DATE ~m <

S'SEL:

3'Ionia

(Esf~~ 2 ~ OO~Z. (H'(DES. Isa~ STsW)

oCP5: >5 '/I

5/g t

S48. y4 Io-OEE~Tg4o

y+" I-

zs 5'4 =E(s)~~'rA(<~

I

I

I

I

I

I III

Sl+ P

C

. ~ ~ ~ ~ ~ ~ ~ r~ r

~ ~

Q ~Tsrsz+Vl C

E l1 G(r s vc

EVa I <abc o

~A-

~ETs4EpT(cssp(v( /y coEAsT JKE on/g 4 F4 $ IA + 9 +++ o ~ /1

-/.opZl'A: a< - o ~ II

[zz"ss

(waK

E(B x z5.5 ] i -- (0( (p rgb( pATp z TzBT c ~ I s)

g / Ck.~I~J 7 Q,Q B Gl

I=I, - '70I xi.g xS.~~ = 8

F gq) ~ i4 x i ~ >< = (4'0V= ' i ~ ~CC ~+Jr HrJ ~~ <P~

EQE tNTEANAHOHAL

JOB NO. ~n'~ JOB

CALC. NO.~~ SUBJECT

No% f (C t'd.

BY

III 5 to oomph CHK$5 CL '3g

~7'HEET NO. ~<~DATE '.L- ~1~DATE

2-s' cia

= 'P.3 f js'5 io y(+I

JOB NQ ~ESII~ JOB

CALC. NO.~<O SUBJECT H < F

SHEET NO. +~~

BY ~PJE 'ATE N-\'I-T

CHK'~~i 'Zs OATS ~To

A~wcHHEOr 'Z

GEESE M z. L'PNL 'IT.5'ozT. (TEKEL AEo'75')

SSEL Line No. 9075


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-~


Room, Row/Col'R13

~zi-'~"Y U(g~ P g .55o),(6 N U N/A(i)

DOC'S

@eelGERSGRS

AGSCRS

N U (~)~

whiche and

U N/AU N/AU N/AU N/A

Pv N U N/A (<'~

VNU@5CQ 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 DEMAND1. Elevation where equipment receives seismic input2. Elevation of seismic input below about 40'rom grade3. Equipment has fundamental frequency above about 8 Hz.4. Capacity based on: Existing Documentation



Does capacity exceed demand? (Indicate at right (*) and inCOMMENTS if a special exception to enveloping of seismicdemand 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 rulexplain the reason for this -conclusion in the COMMENTS section below)l. Equipment is included in earthquake experience

equipment class. 8 N2. No computers or programmable controllers C3 N3. No strip chart recorders (Q N4. Steel frame and sheet metal structurally adequate (Q N5. Adjacent cabinets or panels which are close enough

to impact, or sections of multi-bay cabinets orpanels, are bolt'ed together if they containessential relays

6. Drawers and equipment on slides restrainedfrom falling out

7. All doors secured by latch or fastener8. Attached lines have adequate flexibility9. Anchorage adequate (See checklist below for details)10. Relays mounted on equipment evaluated hF'=4-511. Have you looked for and found no other adverse concerns?


ANCHORAGE


2. Type of anchorage covered by GIP a~id3. 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~

~ ~

Equipment Description PANEL 25-32 =-

A~AIN I «'d4. Anchorage installation adequate, e.g.,


5. Factors affecting anchorage capacity or margin ofsafety considered: embedment length, anchor spacing,free-'edge distance, concrete strength/condition, andconcrete cracking



8. Base has adequate, stiffness and effect of pryingaction on anchors considered



Are anchorage requirements met?At INTERACTION EFFECTS

1. Soft targets free from impact by nearbyequipment or structures

2. If equipment contains sensitive relays, equipmentfree from all impact by nearby equipment or structures




IS E UIPMENT SEISMICALLY ADE VATES

53 N U N/A(~)

Y N U (QP~ y N U~

Y N U 4j%

~ N U N/A

N U N/A

N U N/A

~Y N U N/AQ) N U N/Ac%N

N U N/AN U N/A

gNU

QNUCOMMENTS

2) pa~+I) 4A. 4)hW) 4~e W p4a~L. <tet~~ it 5/„- /2(, 4+ tap cia;~+ 'iC p~uiU<iy'8 ~~'t ruat'~ Aji/gl S~aft~J +a~ ~ ~~Q ~~~t S ~ I/I 4<,OI PyM

ice MrpeNQ ~aee+vltS + ee ~ WNeaing e ~ ~ 4~~dj~ tg ~~+ the

Wieddwa ~ ANN~tN1 ed) ~ y~Q >g j~Q Q + Q )

Evaluated by:

( tt eN4 f ~ d . 'h -eaDate:

C2~

WTllNATC(SCC Al

JOB NO. ~F~ JOB

CALC. NO. ~c( SUBJECT(SSE,L ~. q ~~g)

BY

-~ ~32 CHK

SHEET NO. ~~DATE ~~IDATE ~EBB

MEL nk. - 90 l ~Z.4. P~( L. 2 LPdl;-cl 2.5-oomph

g) s(~ 'll xbcsx'lc I(s), 8'.= T/sx x'3/cc..<E'll ~~

c

I I

IIIIIIIIlII

a i'd% +cd@4yl,te ~t$ ~~w/ y s(s l Qs

AT

~ply= Ia

I<lI (

ll

l I

II

e 45 c b'av C',6 <~&(J4 6 c cAIAA( Pl 'lc cc/( I/( R1( + ~g (Ic (/(( )

dog Jk P~~~w

I v CA(A ~ C(s-(j(ccc A-94 BBT T( ( ~ S x Ts.s.'J

Bv'" ~ S a1cs E(S((S + gvA~A( ssAok ccAJAvAL Evc.g

~c(P Bc's 'c. 4(cAc'g c(s. Tsc

7) ~T i% c (ch cAc $ IIcA Ixis

N C(cIA TBQQ aB 4

~~ ~: <'~+'e~ 4.~4 v o 4

~cA lBAAcB +IW~ 5,

$ 4rCvf &AC,kg I$ 31 g

Pr.I CLg QCS-S

ICBA(A(

cS aAS~ %vc (cc vA W vcr

EOE INTERNATIQHAL

XiTTAXAIKNAI

JOB NO. ~~4, JOB

CALC. NO. ~d SUEJECT

is cKF

(SSKL, WIE ~ 'f II7g)

SHEET NO.

BY 'ATE~CHK'p ~ E pATE ~~EExxE 'Q

8) /g~ O~C ~~xI~ (~ixSC9xVa,'hi@jl ~ IJ~~*p~ g(t ~ E yg,.~. g ~g Q(m Of Pa~clW>. o$ ~ W4'~4 m~ mg. SI~C

'' iv ' ''.X C ~>~<~i

.9'<~~We g. ~~:9)Ch+ %AM lQ &AAlQQQINg

jhiS )iIa~4 IS 4) 4~+ lA~

g+. — Z.o y, AI X >/> X I X t(9T x9OL X (9T X> ) i (>xX" J]l ~'L

E,~i,gg aCCCL~AOI & 6 Z'~ 8 RK.Q Col i5/. >lE

Cg= l.o ) ~ ~~„= o ie

g(+l'4)

go~'f ~ ( o 4 ),2.5'

~~q X. O,l( ~ i, C S = f O< lkI

F„', 3S4-i ~ $ 7

EQE INTERNAJIOHAL

J OB NO. ~ EEI~ JOB

CALO. NO, ~+DT SUBJECT

SHEET NO. ~+~

eV +> OA>E IZ -~E~

I

CHK'D& ~DATE ~~

A~ACRHF~

'

SSEL Line No. 9094


Status N U

Sheet 1 of@~

Equip. IO No. 0-LPNL-925-0045C Equip.'lass 20 - Instr. 8 Control Panels I| Cabinets~ ~

Equipment Description PANEL 25-45C

Location: Bldg. RB Floor El. 621


Room, Row/Col'-R13

SEISMIC CAPACITY VS DEMAND1. Elevation where equipment receives seismic input2. Elevation of seismic input below about 40'rom grade3. Equipment has fundamental frequency above about 8 Hz4. Capacity based on: Existing Documentation


5. Demand based on: Ground Response SpectrumP 1.5 x Ground Response Spectrum

Conserv. Des. In-Str. Resp. Spec.Realistic M-Ctr. In-Str. Resp. Spec.


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

1. Equipment is included in earthquake experienceequipment class

2. No computers or programmable controllers3. No strip chart recorders4. Steel frame and sheet metal structurally adequate5. Adjacent cabinets or panels which are close enough

to impact, or sections of multi-bay cabinets orpanels, are bolted together if they containessential relays


7. All doors secured by latch or fastener,8. Attached lines have adequate flexibility9. Anchorage adequate (See checklist below for. details)10. Relays mounted on equipment evaluated AF'= 'i 511. Have you looked for and found no other adverse concerns?

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

ANCHORAGE


2. Type of anchorage covered by GIP3. Sizes and locations of anchors determined

Cn 4 Cu~S'U ~ g~ <p a. s5o

N U N/A<i)DOC

BS

GRS

AGSCRS

~RRS(5N U (z)

caveats whichveat rule andelow)

C8 N U N/A83 N U N/A<B N u N/AQ) N U N/A

Y N U (NNl

Y N U QL60 N U N/AC8 N U N/ACE N U N/A& N U N/A

N U N/AgN U N/A

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'd4. Anchorage installation adequate, e.g.,


5. Factors affecting anchorage capacity or margin ofsafety considered: embedment length, atlchor spacing,free-edge distance, concrete strength/condition, andconcrete cracking







1 INTERACTION EFFECTS1. Soft targets free from impact by nearby

equipment or structures2. If equipment contains sensitive relays, equipment'ree from all impact by nearby equipment or structures3. Attached lines have adequate flexibility4. Overhead equipment or distribution systems are



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/AN/A

N/AN/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~ ~> ++. g,< <, .g~~ + <g>~J ++ g„u g qfS *p yves >S Y'ig d~Q

( )~ ~ gs) ~~/ s 3/g P EAP 4~+g+ + ~% 4%&5~ ~ ~ +cl~yz Yt 'cg ~o y'> pi~ ~ ~ t 4 <*<

S ~l 'C '4 4 „~++ A /c ~~(l, grC ~ th~~ 1 NK ~ tfic, ~Etc'Q.-14>8~,happ.C)

p Fi p ) g ~]~ ~y q <oo tyqo33+g >~ / 5 g b <ands''Pc4iMw ca~loPS fka I~ s fvh,c,lv vw

(CSpsCC Spt'kfYu W 8 y48 >4OVc 5 HE . 'T4 fr 8u ink4g q~y VS. bW g Q4~ IS m CX - all

q>) s~ rr. a~4 4.Evaluated by: 0

G~4inck AnC W~ ~f ~m+ ~ ~4 . p~4a~ am ~, + g

~g

~ '

~ V r ~

~ '

.

r

\ i

iI..

I'~

I

lhgQJ

r

r~

MTEXSSlSSOSSA L

JOB NO. Q~Q- ~ 5 JOB 7 VA

CALC. NO «II SUBJECTSS 6 L sBxB . 9 EB 9 +

BY

CHK'D

SHEET NO. 4 o~DATE ~.-1<DATE

SML m.: qO94

E[T'p. yb - o I.pNL-'jan'-iTB&c

RsssJsssv~c. Evils cssssss '. (c ~ (4T~, its s s q'b ss ~ qS,T y +'ss x„s;gres:sky ~g I ~)

J tet ~ lxE. z ss x + x B x B t (ssss'Is/ x. ( &OAI'4) x, s''7sxs<)])gb 3z

I

Ssxxser*4'w4 ssxx ~ ~~AEsxs SB ASS, Bl CBV s EBB SS da

aI, - Z.46 ) F~ ~ 2,4Sx9gz X l>~5. =. Z,9~ Ibc,

Wly- os l5 ) p = 0.$ 3 x9+XW I >5.= SGo l4,

QSQ „~ llJSOS4 ~<4E~L ~Cko~+P CO~/)BE ~ ~ WP P~ '25 - 45's~g,0- 4 "] ~xp. ~rs

v Ay psA I l ~ xB4 LEB 4A Es t ~~ oath@~ h<~9

4 +op

2-'fZO ~ &92,O - $ I Q

~ RRg

IV2o ¹ x 0 TS = /o&<CI ll

5'Ia g. Pg < I. oICTUS

P RRI,

7~,I = l440 ~ ~' a.75-7s s.oZ x 4'K~

' ~cc,. pgg. 0,37 ( l,o7

7~o ss'4P W~

l IF

+ Pals r.l

~ g,g + = g,7 (.31)k, 3V

Tall VIII= d Co 4I.o

i

~nl( A.~rc(

V

sigily <sT s.o g BEsxhx 2,

teak Id) +M SS s'4'/T + I~ ]~pc.'tl Esn p~g ~aIsang i~

C hing Lc P KK av+ Q ~/g g /+~A Q. kP

ECE INTCTMATlONAL

WTTLNATK7tkL

JOB NO. ~»'+ JOB

CALC NO,~6<I SUBJECT

SHEET NO. ~~lBY DATE ~ft

CHK'D~~'~DATE~l

P ~ACHg&4T'

SB46 4v- 0-LV'plL- 'faS oo'fl A (ss~< go74)

~ s I I ~

~ I I ~ I ' I I ' I~ ~ ~

~ ~ I- ~ ~

~ ~ I ~~ ~ ~ ~ I ~

~ I ~ I ~ ~ ~ ~ I

~ ~

~ I

I ~ I~ I

~ ~ I

~ '~

~ ~, I ~

~ I ~

~ ~ ~ I

~ I . ~ ~ ~

I I ~ ~ ~

~ I ~ ~

I . ~ ~ . I I I ~ ~ ~

I ~ I ~

~ I ~

~ I ~ I ~ ~

I I ~ ~

~ ~ ~ I ~ ~ ~ ~

I ~ II I~ ~

~ ~

~ ~ I I '

~ ~ ~ ~ I

~ ~

~ ~

I I

~ I

I I ~

I I~ ~

' I'I

~ I I I

~ ~

~ ~, ~'

~ I ~

~ I I I

~ I

~ ~ I ~ I

~ I I ~ ~

I I I

gT

gtp

Ce

C9

I I ~ ~

'ss st . . .s s

I ~

~ I ~ ~ ~

~' ~

I ~ ~

SSEL Line No. 9076

SCREENING EVALUATION WORK SHEET (SEWS) Sheet 2 ofg'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, expansionanchor tightness


6. For bolted anchorages, gap under base less thanI/4-inch Q $~ + 4il( cITane9cl-

7. Factors affecting essential relays considered: gapunder base,,capacity reductiqn for expansion anchors




Are anchorage requirements met?t INTERACTION EFFECTSI. Soft targets free from impact by nearby





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/AN U N/A

gNU

CONNENTS

)) p~ ~( e~ 0 e eeee9 etc +c4t ~ Q'reeL 'Irr 06 4. 'e C

Z) ~ ~~ + geNe'~e ~~ ~+~eel'eM ~

Z) ~s p<~ I./ El ~ >Cn~e.4l

r

+) > yg~ 9 4 a< ay~ Gv~l~~+lo

S) e;.~ ie,~~ Sg;,f'A'c ,.r(/„') ~ tcri'W '9,J ~ ~~/ eL,, puef* ~ Q > (,~tef~ g~gg) I5 ~~gp+C444$ eSL5$ ~~<

Evaluated by: II:n- r r

KQE t4TEANATIONAL

~ttzxxxrlorrxe

JOB NO. ~~It~~ JOB

CALC, NO.~~ SUBJECl'sSHW c 7C.

SHEET NO. 5

BY 'ATE~~CHKTT 'TE JPF~K

AJ rCZ C~< ~

peeeL ore. coax'T dr& eA o(rl, W;elr..

ggcg ~~/ A~ ~4rC- CatTSiClereJ . ~ VfgiJ- ..

p gnels ~et eAe +i~%g c pQ ~c.44.Wa~~'T 4 4 q~g W ga ~.

~ s:h. y~~gb >/]

4v W'S pa~~L iS

6 & eorooPo J' te 't4 +erZle,l;Q4c~TA

~ 4P i$ ConhCckoh pain+ih

S'tll C+ n L.

gC C Tt.n.

"r=3/TT ~Tore ot,

B.. 5C'5r

~ r x~ ~

T3x&rxinc M laerek 4 eq~ $Pwt.cL S'>ZC. = 'f3'</~ X, Z.Lt. (W$ X, 3O(d) a ~/lt,

Te T- w*- = / 5 x 'Toe x 3„x |(2 9 e<3x3 too(2 x It 5x 3+i t (3+ x3oi]lg'5 l too

5'rica ~ l3ol~~l. is

esto T i lola ~Q, x/.5' Cxt4>'ttcf'lx3CnigTT

3'nsb~ oF >.o

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PPP < %%dr Qll Pclmc4 ~

Io

/t/yttZ,-1.5 t,gee

cHc c.'hv'c. sccoITort

In 6ctxby< (Cantcrfa+tc)

49Tq

S'«: a.v. (i'.~/<)A-A

P= t'~llou,t ~ e.+~ck~e~+ ban. 8 4 l3. 4rTz. t M 9o/ x+9 Zq g//>75 x Z

IITT;etrxeee J 1t ++'oe secke» = 3/jlo

z.s z (>ta3cC/. I Z.

- 0 e C3 T3 l+ Tn ~

3S II x / 2s 0 o(pg3X Z9FC X o ttOT+

(o T.o KZ)zTT f A zo ~ o l31

EOE tNTEPNATIONAL

IHTCIPIATlONAL

JOB NO. ~s{ l.~l JOB

CALC. NO.~/~ SUBJECT5SEL < t +74

BY

CHK'D

SHEET NO. ~~~DATE~~A~

~«'l

~ + (y C'r

AnCl o ~ GVa{~c.ho

7/I, ~'tc Siyt< te ~ 4 c J f ~W +o. ~ o,~~~~II

)S g~P~ +O ~, ~ o,W(~ y P, g~g

4 n~~c.Sg) ~ Po ~~Lp +) ~ R i% C.4~g~L . l 4' s n ~Q.O~hg ~ p ~ ~~ ~ ~fg 4 '4 HS., ~ a~ p l S

4.oo~ Car 4'» 4'Q '/~ ~ o 8 5/g + b ttS. 7l

5, hh C +v wc.L +o <~Me,J pie~ o,W j» Ag cJ ~o~ )he

<+~+a. Af 5~S~s C 4 c cf iwg.

cc ~~ v ~+'~ps cp

lOq u(th 5/ bo

Q = Z.I3g

r5pe %Ye.4 o,c4 4rrG+l%g ~

, ap,S lPRJ MARS Poot C8$ R o5<,-P't-)

g ~q g„„~. wed

~ — 'f 04 > 2-<5 x [,Es .= 24la *h

<<- o 5~c3 ~ p„ /aC. x o.Mpg I,& S8

of~ ~g ~ W 6'/A 4~ arm- s'~~I/ and gqggwlg'c „P a.~ ~

~ ~~(„"y,(gs g) f(%at LX >'/a) (~58'' " cto/ tqgg <

5o6 ., a~ ( )f~~) = o. II (n

= /7 4:L Its'// ( F<- Zo X 't.7' 3+- i<st

fy - ~s+ „- 7,7 'l~Sio. /I g Fq= lo X X.> = lP Vs,'h

=o ) l. 8 (O,G) = 303 RS> ( 4 xi +=qq ~<: ~ ~ 5=>0 ) 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'-HlbM - ~/z~ Q,.~)

<s

A- ~/ig (c 4'» 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'~~.5'A

en ~g

8 —8

~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 4 ll-

~Ji,

EQE INTEPNAAGNAL

E

JOB NO. ~F JOB

CALO. NO. ~+TB SUBJECT

SHEET NO.

BY DATE ~l'I-H-

CNC'4B''ATE ~J

gTB p g~g

A~Ac,HaF PT t

SSEL Line No. 9072


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'IRManufacturer, Model, Etc. (optional but recommended)

~3N U g~e~~g

Y N U N/ADOC

ABSGERS

AGSCRSRRS

Y U

whiche and

N U N/AN U N/A W~N U N/AN U N/A M~-

Y N U (NNA) IJO (gnA.f5

Y N U~NN U N/AN U N/A ~<<«~ <

~NU eZN U CtPjPN U N/A

U N/A

SEISMIC CAPACITY VS DEMAND1. Elevation where equipment receives mic input2 ~ Elevation of seismic input below bo 40'rom grade3. Equipment has fundamental frequency above about 8 Hz4. Capacity based on: Existing Documentation


5. Demand based on: Ground Response Spectrum1.5 x Ground Response SpectrumConserv. Des. In-Str. Resp. Spec.Realistic H-Ctr. In-Str. Resp. Spec.

Does capacity exceed demand? (Indicate at right (*) and inCOMMENTS if a special exception to enveloping of seismicdemand spectrum is invoked per Section 4.2 of the,GIP.)

~

~ ~

~

~

~

~

~

~

CAVEATS - BOUNDING SPECTRUM (Identify with an asterisk (*) those caveatsare met by intent without meeting the specific wording of the caveat rulexplain the reason for this conclusion in the COMMENTS section below)l. Equipment is included in earthquake experience

equipment class2, No computers or programmable controllers3. No strip chart recorders4. Steel frame and sheet metal structurally adequate5. Adjacent cabinets or panels which are close enough



7. All doors secured by latch or fastener8. Attached lines have adequate flexibility9. Anchorage adequate (See checklist below for details)10. Relays mounted on equipment evaluatedll. Have you lo'oked for and found no other adverse concerns?

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

ANCHORAGE


2. Type of anchorage covered by GIP3. Sizes and locations of anchors determined .

N U N/AN U N/AN 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, expansionanchor tightness


6. For. bolted anchorages, gap under base less thanI/O-inch

7. Factors affecting essential .relays considered: gapunder base, capacity reduction for expansion anchors





(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 nearbyequipment or structures Y

2. If equipment contains sensitive relays, equipmentfree from all impact by nearby equipment or structures




N U N/A

U QPN U N/A

N U N/A C~3N U N/A

~YN U NninC

~Y UIS 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 ewpu~ ~ 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. ~7DATE~~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~~)~+ ~Ca5iLL. iS (AIE l~ ~ /> 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 ="Jic zc

e < ~ 'O ES . O.

hc Orl<ad~so&5 QcA SAo&3C-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 TEIHAHCNJLT

JOB NO. ~i~

>ll~

~() ~A-

cqme1a vv Ca&&i>~(

zii~ (4~)HJ 6C;( ~

5tlf (nwj = I2I%3

g(EI ~~IEg, 8~5OP+

~ ~ 4 O

~ ~

l dhcrEEE< 8~ Pgp

z,P M%5C~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 lClfidh lg ( 3& CTC PB',)

p„= ~so(3'™'j = 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(VictorICjcJOIIJAD )

~>lKQE NIEANATIONAL

JOB NO. ~O~I~ JOB— 8 P

CALC. NO.~~ SUBJECT

(5 SCl g o7/2

~ OO

SHEET NO.

BY DATE ~7~1CHK'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

hCHK' "! 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 DEMAND1. 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 Hz4. Capacity based on: Existing Documentation

Bounding Spectrum1.5 x Bounding SpectrumGERS 'k



~

~ ~

~

~

~

~

~

~

~

CAVEATS - BOUNDING SPECTRUM (Identify with an asterisk (*) thoseare met by intent without meeting the specific wording of the cavexplain the reason for this conclusion in the COMMENTS section be

l. Equipment is included in earthquake experienceequipment class

2. No computers or programmable controllers3. No strip chart recorders4. Steel frame and sheet metal structurally adequate 4/ii H5. Adjacent cabinets or panels which are close enough


6. Drawers and equipment on s) ides restrainedfrom falling out

7. All doors secured by latch or fastener8. Attached lines have adequate flexibility9. 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?


ANCHORAGE


2. Type of anchorage covered by GIP ~/w'i sm3. Sizes and locations of anchors determined

5''i'5E r(D N U N/A (iSDOC

(pc.i .

ABS Cb+ eaoo-'VVo35'ERS

(ggPAGSCRSRRS

N U (~)

caveats whicheat rule andlow)

QP N U N/AN U N/A

Q N U N/A~ N U N/A

Y N U (ggY N U

Q) N U N/AQ) N U N/A (c.)

N U N/A (QCiD N U N/ACQ N U N/A

N U N/A

Y N U N/A (7 i 6')N U N/AN 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 «'d4. Anchorage installation adequate, e.g.,



6. For bolted anchorages, gap under base less thanI/4-inch





. Are anchorage requirements met?t INTERACTION EFFECTS1. Soft targets free from impact by nearby






& 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/AN U N/A ca')

S N U N/A(~~Y N U N/A

N U

(QN U

COMMENTS

I) P~ Tm+ Jdd f (ROARS VS'56+ 5<3OR K) H C4L ANA*lydiH Mal AO q *%V M~'CAAII +pc ofspa~ ~b<n E, ~ ~4 ~~+ 6 Wq~ g g ~~~g; y;< Ig. ~ g~ (aac~~ d ~

2) ~ ~tc- ~ Q aooa lQo 5'3l ~ 40~~ s p~fw~ amv4ep~ ~Me ov~ os@ CPag~~~.

3) ~ ~ 3 ~ o W~ er~R~~Y~

0Evaluated by: C J

~ Date: f-z.l.>C'-QI-

~

fQE TMEANAllONAl.

WTloaaATaoaa AL

JOB NO, ~aop1.AC'OB Aa

~

CALC. NO.~ SUBJECT

-BEC

+ S4(Sga e voce)

0aag Tl Tl

BY

CHK'D

SHEET NO.

DATE H~QDATE S.l I <f

/ g~-. I7 7:iS

55El - goc7 > )o6 c ~ 9o7/P<>< s. q s'z. ~ q- 9'I y vc

Sj& go )(.3C )( f p &~ 33 .3JT~)paaaaa 3 Tpkao n ~ Jaaa La La 3 Ja ~Jag G+~la s. oaa

(g-SI ~ q-Z>y

g mvII

q) TSLaoJoaJA( ap AJAR~ ct L'O'M p~ lepa TEo-LL p('(Lp. TaaJA gflaJTTOH,EJ'T

4IIJ ~ tI ~4

r) Pfm ao~ > ~i lT ~)~. +/~A. L',Q

C.) t=l .~C t 4)4+- + ~~ tBoah'V (~Eood 4 ay ALaaat Ca IIAg

3N

V~g ~g WgT 5aM~.C4, lC 4.%b E ~

8) C CT. g ~wc,&C. CELA Hv Q ~ ~ha~e L,

a

'l) ~~ l3oaaEa A~ a fL LJA;I

Fl wy./O3 C,

S/y 0LSb

Pot APTAC g (iP.TL F aa) 4 JJ H J'P LAG

C '4'T~r C ~W ~~~J (~-~ 3wg . g ~ ~g,'~ ~u3la'~ ~ )~ EAJBto + c hoeu~

Co ha~a~ ES ~4 k%g TLBoaC4p ~ 3E.g g b,g.

~ X >/ JT.E t (~o JL»C) > (3l TE'lTB) z(3oxoE o)] = II'Z.B IE4 C

a.q "/.3+ Fg-'ll'Lo Jc, L.3$ xs.x6 = I$7C, (IJJEJT p~ 4.~T uague~3

F = LEM SL. 9'L TS lE,q.+ - 5 88 I4g% 5C)

/=I(V: tOBoi~ l ('eaa/) TEA =+tv. (U„„. s Oe" .T Te =3:T -..IZ, (..

l/ iiO lL

CASPTCWt~ lbo Q L 4a m CION~ Sp~ Calls jooTJo'Ia ooV y

7 W.6HZ CBR < Ol~ X =2.5'3r ) i=2,.qq l, ~ =o jY (IBB(I ~ (os J/g +aall

hclpf calculations for electrical equipment shutdown … · 2018. 9. 27. · ati'achment8...

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