ML20246A930

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Supplemental Deficiency Rept CP-85-29 Re non-seismic to Seismic Interaction Effects in Design of Architectural Features.Initially Reported on 850912.Piping Walkdowns Being Performed & Design Mods Implemented
ML20246A930
Person / Time
Site: Comanche Peak  
Issue date: 08/14/1989
From: William Cahill
TEXAS UTILITIES ELECTRIC CO. (TU ELECTRIC)
To:
NRC OFFICE OF INFORMATION RESOURCES MANAGEMENT (IRM)
References
RTR-REGGD-01.029, RTR-REGGD-1.029 CP-85-29, TXX-89563, NUDOCS 8908230188
Download: ML20246A930 (2)


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Ref. # 10CFR50.55(e)-

nlELECTRIC August 14, 1989 UP S. Nuclear Regulatory. Commission

.. Attn:- Document. Control Desk Washington.-DLC.

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SUBJECT:

COMANCHE PEAK' STEAM ELECTRIC STATION'(CPSES);

cDOCKET NOS. 50-445-AND 50-446 DESIGN OF ARCHITECTURAL FEATURES SDAR:

CP-85-29'(SUPPLEMENTAL REPORT)

Gentlemen:

0' September 12, 1985.. by letter logged TXX-4552. TU Electric notified the NRC' n

of a deficiency. involving non-seismic to seismic interaction effects: in the-

' design of. architectural-features. The last report on this subject was logged-

.TXX-88171,--dated February 4, 1988. The purpose of this, letter is to revise'

.the status-and scope of the corrective action.

' TXX-88171 identified several ' architectural features which were evaluated to assure adequate seismic restraint.

In addition to those features listed-in

TXX-88171,: acoustical blanksiinLthe control room ceiling were also evaluated.

'No= modifications were. required ~to the acoustical blanks as a result of.this-evaluation.

"TXX-88173 also stated that all archit'ctural items complied with Regulatory.

e Guide (RG) 1.29.

Although most-of the Seismic Category I and II architectural

-features evaluated meet the intent of RG 1.29 without modifications, some handrails, grating and checkered plates require modifications in order to meet-l the intent of RG'1.29.

Additionally, the following corrective actions are being (or have been) h implemented to address non-architectural items which are included in the scope of this SDAR.

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Seismic and thermal displacement of Class 5 piping.is being evaluated to assure that there are no unacceptable interactions with safety related equipment. Piping walkdowns are being performed for g

Unit 1 and, where required, design modifications are being L

implemented.

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2)

Cable hung light fixtures were evaluated for interaction with safety i

related equipment due to light fixture horizontal swing. Walkdowns were performed for Unit 1 utilizing validated displacement criteria.

No modifications were required as a result of the walkdown.

i S-PDC L

1 4

TXX c9563 August' 14, 1989 Page 2 of 2 3)

A calculation was performed to' assure the structural ' integrity of unistret frames used to support light fixtures.

Results of the calculation indicate that the frames are structurally acceptable.

The following non-architectural items are not included in the scope of this SDAR since they are addressed.in other SDARs.

1)

Trair. C junction boxes (SDARs CP-85-34 and CP-85-36).

2)

Relative building motion and commodities attached to secondary walls

'(SDAR CP-86-12).

3)

Use of nomographs in the design of Class 5 piping (SDAR CP-87-062).

The estimated date for completion of the Systems Interaction Program (SIP) has been revised.

SIP and the remaining Unit I corrective action for this deficiency will be completed prior to Unit I fuel load. The corrective action for Unit 2 will be assessed after resumption of the balance of Unit 2.

engineering activities.

Sincerely, William J. Cahill, Jr.

DJE/smp c - Mr. R. D. Martin, Region IV Resident Inspectors, CPSES (3)

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