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
References: &ECTlOPJ iO
Attachments: fo
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WTISNATKINAL
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CALC. NO. C ~~ l SUBJECT
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JOB NO.~~ JOB
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THTTÃTTATIONAT.
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INZEAHATlONAl
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INTERNATRTNAl
JOB NO. ~B'I JOB
CAtC. NO. < 4'II SUBJECT
A -44, Ifv EL' E
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'DATE ~IY-
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eOkTTAHATSTHAL
JOB NO. ~TDI %~7 JOB
CALC. NO. <-oT< SUBJECT v G H. E'~;-
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TVTTIAATIOTTAe
JOB NO. ~~~)+ JOB
CANC. NO. ~~1( SUBJECT //cL
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JOB NO. ~E'6~ JOB
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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~
~ ~
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 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~
~ ~
Equipment Description 480V RMOV BOARD 3D
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)
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L~J>EQE (NTERNAJlONAI.
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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.
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PITTTt ATCWAL
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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
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 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
Equipment Description 480V DSL AUX BD A
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 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)
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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
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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
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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)
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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
:+
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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
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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 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 SpectrumGERS
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
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'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
INTERACTION EFFECTS1. Soft targets free from impact by nearby
equipment or structures2. If equipment contains sensitive relays, equipment
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?
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 =>~~ 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
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 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
Bounding Spectrum1.5 x Bounding SpectrumGERS
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
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 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
Is the intent of all the caveats met for GERS?
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.,
weld quality and length, nuts and washers, expansionanchor 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
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~ ~
Equipment Description 4KV SHDN BD A
~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?
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(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 $ ((
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v«r«tc. 4gf- In geese g%~ 'f 5 ~y 4~ Q hc 7 'R - 9 II/ Mc(Ef o~ ce
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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
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met
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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
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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)
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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
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$) prYpg
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EQE INTEANAllONAL
JOB NO. ~~>~ JOB
CALC. NO. ~Q SUBJECT(SSa foli)
BY
o ht) A zf - oa
CHK'HEETNO. ~o~
DATE
DATE tt
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EQE ihTEPWATC+W
JOB NO. '~2 JOB
CALC. NO.~~ SUBJECT
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SHEET NO.
BY DATE ~i~i-~- oo ~ CHK s8. M DATE91804
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EQE WTEANATK«NAL
JOB NO. ~e~ JOB
CALC. NO.~~ SUBJECT
~ IV (c f'd)
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(SSEL, Qc ~ 9ult)
SHEET NO. ~~BY '
DATE c~~cCHK'h a DATEfIg .5
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I
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gl/o~e~ r ~Cd L ~Z CC, Wk-~R +ac cy oE SS sya«I,. p t.: ~sic
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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 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
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.)
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?
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 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 ,
weld quality and length, nuts and washers, expansionanchor 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 thanI/O-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?
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
equipment or structures2. If equipment contains sensitive relays, equipment
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
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«I>'I'valuated
by: Date: 2/- 5
ERE INTERNATIONAL
e 'OB NO, ~I7 >5 JQB 1l/
CALC. NO. SUBJECT < P 25 - pod>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 ~
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CALC. NO. ~ SUBJECT
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Ss ~L Aa. goo C
W O'A —g > Q — o u o 2. P l
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= 3/5 4c (s 't~ W m W~4,
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tg~ Q. I dliv
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(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
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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
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/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
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
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 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?
Is the intent of all the caveats met for Bounding Spectrum?
SSEL Line No. 9004
5Sheet 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 - 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}
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 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?
INTERACTION EFFECTS1. Soft targets free from impact by nearby
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
Equipment Description 4KV 480V XFMR TDA
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
$„S + ~ f'Cig~ss )4 +~A ia~
g~~, ~ ~sfo ~ is rip d >'sp~~<fd Q p-'W»Fi'-
live~i+) ssvvi iios a caisi~a.
,Evaluated by: Date: 7c
7 zs g5
SHEET NO. E
JOB NO.Xg~l CS JOB 7 ~ ~~ ~ Uss s ~ BY JE'
DATE~X'ALC.NO.~
SUBJECT ' ~ I @~~~ ~~ @1 T ~~CHK'D~ DATE~7
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CH|rD~ DATE ~zr~r
qoo5
p~. ~ - c ox'-2.1 1 ~A
/ do.4 nfw EYES+
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o, or// Xz = o/rz~.
pet~ /$g (8ej /VA.p-rug, O-ASH'3zp gz)
s/. ~~(god - klA-g5 r~V
ce&-5-os- c~. r)
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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~(
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0,58 x i.oIs,~4I 4'i
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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
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/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
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
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
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 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 ofsafety considered: embedment length, anchor spacing,free-edge distance, concrete strength/condition, andconcrete cracking
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 ~ ~ ~
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~ ~
~ ~ ~ ~ ~ ~ ~, I ~ ~
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~ ~ ~
~ ~ ~
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~ ~ ~ ~
~ ~, ~ ~
~, ~
~ ~ ~ I ~ ~ I
~ ~
I ~
~ I
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I ~
~ ~
~ ~ ~
~ ~
I, ~
~ ~
~ ~ ~ I
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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
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o
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is
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---(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
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
'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.
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.)
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?
Is the intent of all the caveats met for Bounding Spectrum?
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~ ~
Equipment Description DIV II ECCS ATU INVERTER
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
Is the intent of all the caveats met for GERS?
ANCHORAGEt 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 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?
INTERACTION EFFECTS1. Soft targets free from impact by nearby
equipment or structures2. 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~
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~
~ ~
Equipment Description DIV II ECCS ATU INVERTER
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)
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-/.opZl'A: a< - o ~ II
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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
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
@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
Bounding Spectrum1.5 x Bounding SpectrumGERS
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.)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?
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~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.,
weld quality and length, nuts and washers, expansionanchor 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?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
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?
Is equipment free of interaction effects?
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
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AT
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ll
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II
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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
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g+. — Z.o y, AI X >/> X I X t(9T x9OL X (9T X> ) i (>xX" J]l ~'L
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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
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 I| 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 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 SpectrumGERS
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.
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 (*) 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
6. Drawers and equipment on slides restrainedfrom falling out
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
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 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.,
weld quality and length, nuts and washers, expansionanchor tightness
5. Factors affecting anchorage capacity or margin ofsafety considered: embedment length, atlchor 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?
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
not likely to collapse5. 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/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
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~ '
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~ '
.
r
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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 ~)
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aI, - Z.46 ) F~ ~ 2,4Sx9gz X l>~5. =. Z,9~ Ibc,
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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
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7~,I = l440 ~ ~' a.75-7s s.oZ x 4'K~
' ~cc,. pgg. 0,37 ( l,o7
7~o ss'4P W~
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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 ~
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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
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 thanI/4-inch Q $~ + 4il( cITane9cl-
7. Factors affecting essential relays considered: gapunder base,,capacity reductiqn for expansion anchors
8. Base has adequate stiffness and effect of pryingaction on anchors considered
9. Strength of equipment base and load pathto CG adequate
10. Embedded steel, grout pad or large concretepad adequacy evaluated
Are anchorage requirements met?t INTERACTION EFFECTSI. Soft targets free from impact by nearby
equipment or structures2. If equipment contains sensitive relays, equipment
free from all impact by nearby equipment or structures3. Attached lines have adequate flexibility4. Overhead equipment or distribution systems are
not likely to collapse5. Have you looked for and found no other adverse concerns?
Is equipment free of interaction effects?
IS E UIPMENT SEISMICALLY ADE UATE?
N U N/A
N U N/A
OY N U N/A
CS N U N/A
Q) N U N/A
Q N U N/A
.(B N U N/A8 N U (43
SNU N/A
9 N U N/A~Y N U N/A
S N U N/AN U N/A
gNU
CONNENTS
)) p~ ~( e~ 0 e eeee9 etc +c4t ~ Q'reeL 'Irr 06 4. 'e C
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Evaluated by: II:n- r r
KQE t4TEANATIONAL
~ttzxxxrlorrxe
JOB NO. ~~It~~ JOB
CALC, NO.~~ SUBJECl'sSHW c 7C.
SHEET NO. 5
BY 'ATE~~CHKTT 'TE JPF~K
AJ rCZ C~< ~
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Te T- w*- = / 5 x 'Toe x 3„x |(2 9 e<3x3 too(2 x It 5x 3+i t (3+ x3oi]lg'5 l too
5'rica ~ l3ol~~l. is
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(o T.o KZ)zTT f A zo ~ o l31
EOE tNTEPNATIONAL
IHTCIPIATlONAL
JOB NO. ~s{ l.~l JOB
CALC. NO.~/~ SUBJECT5SEL < t +74
BY
CHK'D
SHEET NO. ~~~DATE~~A~
~«'l
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AnCl o ~ GVa{~c.ho
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<+~+a. Af 5~S~s C 4 c cf iwg.
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, ap,S lPRJ MARS Poot C8$ R o5<,-P't-)
g ~q g„„~. wed
~ — 'f 04 > 2-<5 x [,Es .= 24la *h
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= /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 <B 2 )(S~ 7~)/'on /~ pic 'h'oH ~ /I5 c g / gdlp 4. I ~ ( Qs g() Q I
5$ l xcI(L/ xi>) 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~
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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
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'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
Bounding Spectrum1.5 x Bounding SpectrumGERS
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
to impact, or sections of multi-bay cabinets orpanels, are bolted 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 evaluatedll. 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 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
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 thanI/O-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?
(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
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?
Is equipment free of interaction effects?
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
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hc Orl<ad~so&5 QcA SAo&3C-r~- Se
Can<~1
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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. ~<B JOB ~ACALO. NO.~d SUBJECT
CCSBL 'to72)
S HEET NO. ~5.
BY DATE ~I1'ATE~
F~ = IS&o (I 3k(
DISCO ( 4E') - 7>i~
>ll~
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cqme1a vv Ca&&i>~(
zii~ (4~)HJ 6C;( ~
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~ ~
l dhcrEEE< 8~ Pgp
z,P M%5C~qp)
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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
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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
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 (*) 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
to impact, or sections of multi-bay cabinets orpanels, are bolted together if they containessential relays
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?
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 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.,
weld quality and length, nuts and washers, expansionanchor 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 thanI/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?t INTERACTION EFFECTS1. Soft targets free from impact by nearby
equipment or structures2. If equipment contains sensitive relays, equipment
free from all impact by nearby equipment or structures3. 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?
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/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
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+ S4(Sga e voce)
0aag Tl Tl
BY
CHK'D
SHEET NO.
DATE H~QDATE S.l I <f
/ g~-. I7 7:iS
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(g-SI ~ q-Z>y
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4IIJ ~ tI ~4
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C.) t=l .~C t 4)4+- + ~~ tBoah'V (~Eood 4 ay ALaaat Ca IIAg
3N
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8) C CT. g ~wc,&C. CELA Hv Q ~ ~ha~e L,
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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