ML20148F061
| ML20148F061 | |
| Person / Time | |
|---|---|
| Site: | Three Mile Island  |
| 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) | |
Text
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SUBCOMPONENT(S): Sheet 1 of $ o f~ 9 fhDDOCb S4Eer M odS A h 7 tv.S>~ EVALUATED BY: BAR,il" DATE n i9 EVALUATED BY: N DATE i"I7i3 9706040088 970528 ' i, PDR ADOCK 05000289 i-P PDR - 3'
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5-15-9 7 09:02:54 SQUGTATA1 FILE:lNDEX COMPONENT TAG NUMBER E G - T- o00,4 B,f ESCRIPTION Oh Y A5 OT A S OEA VO/Q I > DOCUMENTS NUMBERS / STATUS SEWS GMS 2 (TECHNICAL FUNCTONS DATA SURVEY) _Y - PHYSICAL DRAWING /ASSEMDLY ORAWNG OI'O 0 7I CA bz4biI / V VENDOR CATALOG / DATA /lNSTRUCTION MANUAL , INSTAU.ATON SPECIRCATON _ SEISMIC ANALYS!S/ TEST REPORTS /CALCS ,,.,,,, CONCRUE OR PAD DRAWINGS, SPECS, BLOCK WALLS ,,,,,,,, EMBEDDED STEEL DRAWINGS ,,,,,,
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- GENERIC ISSUES POTENTIAL QUTUER BASE PLATE PLUG WELDS ,
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- 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 to or greater than demand: k *- l'
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.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 l Ring-type foundatian is not used to support large, flat-bottom, vertical tank: Y N U@ - l
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ATrke$t&T A-05-15'-97 09:02:54 Revisien 2 Corrected, 6/28/91 i Sheet 1 of 2 J Exhibit 5-1 { OUTLIER SEISMIC VERIFICATION SHEET (0SYS) - 5 I. DUTLIER IDENTIFICATION, DESCRIPTION,.A E LOCATIOR j. Equipment ID Number E5'r-oositi Equipment Class. 21 j M Equipment Location: Building Floor Elevation sor' Room or Row / Column - Base Elevation for' 1 i Equipment Description CD' 16 de 1Wmr d h& B- U j 2. OUTLIER ISSUE DEFINITION l a. Identify all the screening guidelines which are not met.
- (Check more than one if several guidelines could not be ' satisfied.)'
! Mechanical and Electrical Fami- . .t Tanho and Heat Frehaneers $ Capacity vs. Demand i . She Buckling' Caveats ' i Anchorage . e no: Bolts and Embedment A { Ah.hortp Connections Seismic Interaction Fla.'ibti tty of Attached Piping 1 i Other Other Cable and conduit Raceways Essential Relavs Inclusion Rules capacity vs. Demand Mounting, Type, Other Seismic Performance Concerns 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, l O 5-10
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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:
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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
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