ML20148F061

From kanterella
Jump to navigation Jump to search
Rev 0 to SQ-TI-EG-T-0001B-1, EDG 1B Air Start 1 Reservior
ML20148F061
Person / Time
Site: Crane Constellation icon.png
Issue date: 04/02/1996
From: Lazorchak S, Svotelis R
GENERAL PUBLIC UTILITIES CORP.
To:
Shared Package
ML20148F000 List:
References
SQ-TI-EG-T-0001, SQ-TI-EG-T-0001B-1, SQ-TI-EG-T-1, SQ-TI-EG-T-1B-1, NUDOCS 9706040088
Download: ML20148F061 (8)
v • d • e


Text

{{#Wiki_filter:-. 35-15-97 09:02:54 i GPU NUCLEAR B/A No. 128108 I W/O No. 95-552A-52108 i a 1 SEISMIC QUALIFICATION ) No. SQ - T1 - EG -T - o o o 13 --{ REVISION 0 ~ ~~ ~ COMPONENT: ~ SUBCOMPONENT(S): o f~ Sheet 1 of $ 9 fhDDOCb S4Eer M odS A h 7 tv.S>~ BAR,il" n i9 EVALUATED BY: DATE EVALUATED BY: N DATE i"I7i3 9706040088 970528 i, PDR ADOCK 05000289 i-P PDR - 3'

35-15-97 09:02:54 O I OF 4 I Nuclear DOCUMENTNO. i SQ-T) -EC -T-cocxEf-/ i Epc, \\s Ala STAtt L MO-M REV

SUMMARY

OF CHANGE APPROVAL DATE, o Holo t emeuswou tem ow I 4 Ofu G tu AL SQ-PACKAGd t [ 4 ,/NMr gewge,3 y,q-Sc.ica cs n gg,ft. 33,3 i gensc.T usw ttGsst GeueAA~ roe E AS *DI RES Pouse EPGCTAA (sGE EQG 9 - tt[gk13 cucc* +tt e s - c.- o o 4, mc O s ,to-a.x wwwr s c zsan) y& v4/n ) noeo t 3 ) t 1 e s 4 e I mg N0036 (03-90) +

1.. e s-5-15-9 7 09:02:54

~ SQUGTATA1 FILE:lNDEX COMPONENT TAG NUMBER E G - T-o00,4 B,f Oh Y A5 OT A S OEA VO/Q ESCRIPTION I > DOCUMENTS NUMBERS / STATUS SEWS GMS 2 (TECHNICAL FUNCTONS DATA SURVEY) _Y - OI'O 0 7I CA bz4biI V PHYSICAL DRAWING /ASSEMDLY ORAWNG / VENDOR CATALOG / DATA /lNSTRUCTION MANUAL INSTAU.ATON SPECIRCATON SEISMIC ANALYS!S/ TEST REPORTS /CALCS CONCRUE OR PAD DRAWINGS, SPECS, BLOCK WALLS EMBEDDED STEEL DRAWINGS ~ ANCHORAGE DRAWING / DETAILS / AIDS MELD CHANGE DOCS /MNCR'S ~ O OTHER \\ Mb k Y3

  • sigderuk
  • GENERIC ISSUES POTENTIAL QUTUER BASE PLATE PLUG WELDS OTHERS
  • DISPOSmON NEED MORE DATA KNOWN OUTUE,R, SEISMIC DATA ACCEPTABLE. CONAMATON WALXDOWN ONLY ANCHORAGE CALCULATONS:

,,,,,,, DQST ,,,,,,,, PERFORM IN RELD COMMENTS VM/W AvMilot AM " AAD DETAlt t }}As!G +Jo!" 8 CGrJ N u */J. pao MN stor 88 R er a f o A<cc e 6 4 Ar7 h er/Ge 70 O U C#51&. READY FOR SOUG WALXDOWN nA Seismic Capacny Engsneer(SCE) su m he Use reverse side t6r COMMEN1

3 Of.C' 35-1507'09:02:54 Status V N U SCREENING EVALUATION WORK SHEET (SEWS) Sheet 1 of 2 Equip. ID No. EG-T-00018-1 Equip. Class 21 - Tanks and Heat Exchangers Equipment Description EDG 18 AIR START 1 RESERVOIR Location: Bldg. DG Floor El. 305 Room, Row / Col "B" DG BLDG NR DIESEL Manufacturer, Model, Etc. (optional) Mo/24/.fo A/ B/2a5J 0 7. i SHELL CAPACITY VS DEMAND Buckling capacity of shell of large, flat-bottom, vertical tank is equal to or greater than demand: Y N UQ ANCHOR BOLTS AND EMBEDMENT 7 apacity of anchor bolts and their embedments is equal k *- l' D to or greater than demand: @U N/ACoAust/ s .h CONNECTION BETWEEN ANCHOR BOLTS AND SHELL Capacity of connections between the anchor bolts and the tank shell is equal to or greater than the demand: @N U N/A 1 FLEXIBILITY OF ATTACHED PIPING f Attached piping has adequate flexibility to accomm'date o } motion of large, flat-bottom, vertical tank: Ph N U N/A GaaN2 i TANK FOUNDATION Ring-type foundatian is not used to support large, flat-bottom, vertical tank: Y N U@ l - ] %r IS E0VIPMENT SEISMICALLY ADE0VATE? OU u n ii L !^ l c I 1

AGT 35'15 97 09:02:54 SCREENING EVALUAT!0N WORK SHEET (SEWS) Sheet 2 of 2 Equip. ID No. EG-T-00018-1 Equip. Class 21 - Tanks and Heat Exchangers Equipment Description EDG 18 AIR START 1 RESERVOIR COMMENTS

1. 7khlk. $ 10 JWa.w.7)nc St-is-r R>n 4 haro wen,at-y 1 n=,

.:.m ac: v-,a 2: w : ~ ~ -- .,- -,, ~. g..:: ~. n _~ m,,

1. w,2w, _

.;,a, -re: '~&M CT " r :. w.^ &,,,,," l -,:r a y rg: _ u -- ;-

w.;,, m

-52 C*tc. : Ed -7'- mt A -/ nl%s TAN ontmts vwEn.& M5 Ya See cawWttas~-c-toy. ourua-DM vv.tr sp,9bc g, 72vx-11 wr n kr~-40TTb~Co f A'in<M2 Niw& t) Wo% w c Pinodos t woc.nso b Kgod.<T3 12 m hov%s Tf. ps .s. Wiatne,- cir 7beove zrr av i / ? pi m l5.rcs S3 '$' wes: 9.10, // /7kY 7 Evaluated by: Date: ~ W4JG 9-I7-93 ~

1 1 05-15-97 09:02:54 i e.f.ar _.,, e p__. 6 l l = 4 I f' 2 ~ 1 i o ) Y(g. M,e [>S'. f l r E .~ g ;T

$$ +'

N[.s'I ' >g 4 .~m..:,3 l 4

b. :

k f }k $f,{.?, m +;,,- - D. 'e?, g i l ?' ,%?? 9. .- t

23. -

Q[ffy';4 e 't;p s

?Y*" ' '

.g., y jN ;4, + '-:m'.,- i i '7' @,,,,. Aw..g % s : g... v-i s ,m_.- p',~ ,;;Mtd; :p. l 2 ~.a.

u I,

if.e.,. ** .s, " < s.

- 6 :..

1 { m r,. {(, w- [g. 3. ~ . f[ # C., d 'i

  • D ~ '
u..,.. g

% '~ 'Ak ,3

  • e..

Ag,.; J.lQ;,a ' x%%)Q. ~(.ing 1 l p:?^ l^

  • I a.>...

'~* e vy A, p;3, _9 ; M ?- 4.. $l- .,'y, 1. N@fg - ?:'1 w,,. me. Mn: %l', -t;c : M.A w... a::.; ggn,.gw{. IMf%'.MY@,,4.ttc.,,:., ~ r ~ w, .M j e-se ' w. i --e. ;..- l a 'f. ,(- .y a f r a i i WOOIT / 4' 6 4 /,#,,,,, I ip: 5, ,,' u. t..n e %, ~ es a, rl i, $ k ~~ - 4.;. s f s Ot b5 f. l 1 ' r P. fe m.

o., _.

CFs.% KG i 3 .w, A i i i.

ATrke$t&T A-05-15'-97 09:02:54 Revisien 2 Corrected, 6/28/91 i Sheet 1 of 2 Exhibit 5-1 { OUTLIER SEISMIC VERIFICATION SHEET (0SYS) J 5 I. j. DUTLIER IDENTIFICATION, DESCRIPTION,.A E LOCATIOR Equipment ID Number E5'r-oositi Equipment Class. 21 j Equipment Location: Building M Floor Elevation sor' Room or Row / Column - Base Elevation for' 1 Equipment Description CD' 16 de 1Wmr d h& B-U i j 2. OUTLIER ISSUE DEFINITION l Identify all the screening guidelines which are not met. a. (Check more than one if several guidelines could not be ' satisfied.)' Mechanical and Electrical Fami- ..t Tanho and Heat Frehaneers Capacity vs. Demand She Buckling' i Caveats . e no: Bolts and Embedment i Anchorage A { Seismic Interaction Ah.hortp Connections Fla.'ibti tty of Attached Piping1 i Other Other Cable and conduit Raceways Essential Relavs Inclusion Rules capacity vs. Demand Other Seismic Performance Concerns Mounting, Type, Limited Analytical Review Location Other Other 1 Shell buckling and flexibility of attached piping only Apply to large, flat-bottom, vertical tanks. b. Describe all the reasons for the outlier (i.e., if all the listed outlier issues were resolved, then the signatories would consider this item of equipment to be verified for seismic adequacy): TAuu. Mr ish%sT *= mr avecrumw. ca suows JereE coccLarf bowsub) 'ho 0 deer sarngw w/rk en, O 5-10

~ /gryttusvr A j 05415497 09:02:54 4 Revisien 2 } Corrected,6/28/91 f j . Sheet 2 of 2 Exhibit 5-1 (Cont'd) OUTLIER SEISNIC VERIFICATION SHEET (0SYS) l Equipment ID Number EC-T--oc@S-l i 3. PRDPOSED METHOD OF OUTLIER RESOLUTION (0PTIONAL) I a. Define proposed method (s) for resolving outlier. j \\s Noves LMOL J.MapT W kktsm Bee M T9ahL } b. Provide information needed to implement proposed method (s) for resolving outlier (e.g., estimate of fundamental frequency). N \\- O M ite ce5eb41 tw khtk*tkB O l a4 SQ -T l - EG - M o t A - l % %/=- L M l2[lkt$. j v F i i i i ) 4. CERTIFICATION: ?, 4 i The information on this OSVS is, to the best of our knowledge and belief, correct and accurate, and resolution of the outlier issues listed on the previous page will satisfy the requirements for this item of equipment to

i be verified for seismic adequacy

ji Approved by: (For Equipment Classes 80 - #22, all the Seismic Capability Engineers on the Seismic Review Team (SRT) should sign; l; there should be at least two on the SRT. One signatory should be a i licensed professional engineer. For Relays, the Lead Relay Reviewer should sign.) Q A 2NCRELt! 7//v/9f- ' Print or Type Name Signature Date % 6u.t.o.dk 5,M it/lzh5 Print or "ype Name Signature V Date Print or Type Name Signature Date 5-11 .}}

Retrieved from "https://kanterella.com/w/index.php?title=ML20148F061&oldid=4174911"