ML20148F083
| ML20148F083 | |
| Person / Time | |
|---|---|
| Site: | Crane  |
| 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-2, SQ-TI-EG-T-1, SQ-TI-EG-T-1B-2, NUDOCS 9706040096 | |
| Download: ML20148F083 (7) | |
Text
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d5-;L5-9'I '08 : 21: 52 GPU NUCLEAR B/A No. 128108 W/O No. 95-552A-52108 l
.e SEISMIC QUALIFICATION No. SQ - T1 - EG -T-o o e t b 'l-REVISION 0 i
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l COMPONENT:
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j SUBCOMPONENT(S):
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Sheet 1 of .dk b 6 O S'M At 4E d.
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- EVALUATED BY' H L. DATE n /9.7 t
l EVALUATED BY: DATE~ 9-17'77 e
1 9706040096 DR 970528 ADOCK 05000289 i p PDR d
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' DOCUMENT NO.
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SUMMARY
OF CHANGE APPROVAL DATE -
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'SQUGI)ATAiFilEINDEX l
COMPONENT TAG NUMBER 66 -Tr #OO.f 32.-
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,DOOUMENTS NUMBERS / STATUS
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SEWS W
GMS 2 (TECHNCAL FUNCTONS DATA SURVEY)
PHYSICAL DRAWING / ASSEMBLY ORAWlNG
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' VENDOR CATALOG / DATA / INSTRUCTION MANUAL INSTALLATON SPECIRCATON SEISMIC ANALYSIS / TEST REPORTS /CALCS CONCRETE OR PAD DRAWINGS, SPECS. BLDCK WALLS l
EMBEDDED STEkt DRAW!NGS
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ANCHOMGE DRAWING / DETAILS / AIDS RELD CHANGE DOCS /MNCR'S CTHEA /[ -
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- GENERIC ISSUES POTENTLAL OUTUER BASE PLATE PLUG WElrS ,
t OTHERS
- DISPOSmON NEED MORE DATA KNOWN OUTufft, SE!SMC DATA ACCEPTABLE. CONRMATION WALXDOWN ONLY EX:ST ,,,_ PERFORM LN F1 ELD ANCHOMGE CALCULATIONS:
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COMMENTS t% my Ator AE AEi d44 COD t
- A77NH6o 10 CD M ACfG' READY FOR SOUG WALKDOWN Seismic Ca;ucnyEngineer(SCE)
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d5-15-97'08:21:52 S s VNU SCREENING EVALUATION WORK SHEET (SEWS) Sheet 1 of 2 Equip. ID No. EG-T-0001B-2 Equip. Class 21 - Tanks and Heat Exchangers Equipment Description EDG IB AIR START 2 RESERVOIR TANK Location: Bldg. DG Floor El. 305 Room, Row / Col "B" DG BLOG NR DIESEL Manufacturer, Model, Etc. (optional) M04415 o d 8 405. d.0 - ,
s SHEll CAPACITY VS DEMAND Buckling capacity of shell of large, flat-bottom, )
vertical tank is equal to or greater than demand: Y N U@ '
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ANCHOR BOLTS AND EMBEDMENT gpg Capacity of anchor bolts and their embedments is equal to or greater than demand: k@. U N/A @ ~ M /
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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 i
FLEXIBILITY OF ATTACHED PIPING .I Attached piping has adequate flexibility to accommodate
- motion of large, flat-bottom, vertical tank: .p@ N U N/A(o~ae-'8 TANK FOUNDATION Ring-type foundation is not used to support large, flat-bottom, vertical tank: Y N U@ .
plyv.gf IS E0VIPMENT SEISMICALLY ADE0VATE? @U
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. 55-15-97 08:21:52 Sheet 2 of 2 SCREENING EVALUATION t!ORK SHEET (SEWS)
E Equip. ID No. EG-T-00018-2 Equip. Class 21 - Tanks and Heat Exchangers Equipment Description EDG IB AIR START 2 RESERVOIR TANK i COMMENTS i /. TAux. A+o tr> sowoo.nus ruoat r m ,4- R.saao Ane~tstr' ' "- "' e ; e2 v- as
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- 2. Tnnx. u or Fs.4r-torres<o. AWKO f!!'"t= II WD4Co to HM .cff. coco' Fr.eHtru1Y 73 4ctomopAfC W MOMT~T1
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L (m.15hrh 'g' M , to Evaluated by: . Date: ON7 JW W 9 -n -93
AT7pctwwr' A 05-15'97 08:21:52 Rev.ision 2 Corrected,6/28/91 Sheet 1 of 2 Exhibit 5-1 OUTLIER SEISMIC VERIFICATION SHEET (OSVS)
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I. OUTLIER IDENTIFICATION, DESCRIPTION, AND LOCATION
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Equipment .ID Number g, r-om G-t Equipment Class M Equipment Location: Building W Floor Elevation W Room or Row / Column - Base Elevation %8f Equipment Description CD* 3 8
- 0- #N 2 **Ah
- 2. OUTLIER ISSUE DEFINITION -
- a. Identify all the screening guidelines which' are not met.
(Check more than one if several guidelines could not be satisfied.) l l Mechanical and Electrical Eouipment Tanks and Heat Exchancers i Capacity vs. Demand Shell Buckling' -
Caveats Anchor Bolts and Embedment Anchorage Y- Anchorage Connectfons Seismic Interaction Flexibility of Attached Piping 1 Other Other Cable and Conduit Raceways Essential Relays Inclusion Rules Capacity vs. Demand Other Seismic Performance Concerns Mounting, Type, ' Limited Analytical Review Location Other .
Other I 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):
TAww H** INJCYw.4ir./r FC AsAsurr oveuV1**V- c)(L. N Di n
$ #)J48 C:CAJ M b 489M hO U I/DT f f86"A treTH M, 5-10
t hw A-05 -16 ' 9~7 0 8 : 21 : 52 Revision 2 Corrected,6/28/91 Sheet 2 of 2 Exhibit 5-1 (Cont'd)
OUTLIER SEISMIC YERIFICATION SHEET (OSYS)
Equipment ID Number M' ~" ' "
- 3. PROPOSED METHOD OF OUTLIER RESOLUTION (OPTIONAL)
- a. Define proposed method (s) for resolving outlier.
{. "Po.mos uppsi Je#9o95 Ar ths.A+ournt Be.o AF*M P*.
b.
Provide resolvinginformation outlier (e.g.,needed to implement estimate' proposed of fundamental method frequency . (s))for b% \ ~#~OokYav <=so (M p% AbckM 'B M of SG - T ( - sG- ooa A-l SWJ
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- 4. CERTIFICATION: 4 TheinformationonthisOSYSis,tothebes?t 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 !
be verified for seismic adequacy:
Approved by: (For Equipment Classes, #0 - #22, all the Seismic Capability Engineers on the Seismic Review Team (SRT) should sign; there should be at least two en the SRT. One signatory should be a . i licensed professional engineer. For Relays, the Lead Relay Reviewer should sign.) I; 2A SvoT6LU hkk 7 /V ff Print or Type Name Signature Date ll
%.elew $4. Lect.ove.b $ [2.f}kf5 Print or Type Name Signature O Date ,
Print or Type Name Signature . Date 5-13
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