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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COMPONENT:
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EVALUATED BY' DATE t
EVALUATED BY:
DATE~ 9-17'77 1
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SUMMARY
OF CHANGE APPROVAL DATE 4
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COMPONENT TAG NUMBER 66 -Tr #OO.f 32.-
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- )ESCRIFTON NUMBERS / STATUS
,DOOUMENTS
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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 EMBEDDED STEkt DRAW!NGS
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- DISPOSmON NEED MORE DATA KNOWN OUTufft, SE!SMC DATA ACCEPTABLE. CONRMATION WALXDOWN ONLY ANCHOMGE CALCULATIONS:
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^IOY 40*A COMMENTS t% my Ator AE AEi d44 COD
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s V N U 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.
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Buckling capacity of shell of large, flat-bottom, vertical tank is equal to or greater than demand:
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ANCHOR BOLTS AND EMBEDMENT gpg Capacity of anchor bolts and their embedments is equal to or greater than demand:
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CONNECTION BETWEEN ANCHOR BOLTS AND SHELL Capacity of connections between the anchor bolts and
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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?
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4 et 4 55-15-97 08:21:52 SCREENING EVALUATION t!ORK SHEET (SEWS)
Sheet 2 of 2 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
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. Date:
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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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OUTLIER IDENTIFICATION, DESCRIPTION, AND LOCATION Equipment.ID Number g, r-om G-t Equipment Class M
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Equipment Location: Building W
Floor Elevation W Room or Row / Column -
Base Elevation
%8f Equipment Description CD* 3 8
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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 Mechanical and Electrical Eouipment Tanks and Heat Exchancers i
Capacity vs. Demand Shell Buckling' Caveats Anchor Bolts and Embedment Anchorage Y-Anchorage Connectfons 1
Seismic Interaction Flexibility of Attached Piping Other Other Cable and Conduit Raceways Essential Relays Inclusion Rules Capacity vs. Demand Other Seismic Performance Concerns Mounting, Type, '
Other Limited Analytical Review Location 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):
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hw A-t 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)
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Equipment ID Number 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*.
Provide information needed to implement proposed method (s))for b.
resolving outlier (e.g., estimate' of fundamental frequency.
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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.)
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