ML20079G216

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Structural Steel Analysis for Limerick Generating Station: Spray Pump Pond Structure,El 168 Ft,Essential Svc Water & RHR Svc Water Pump Area,Fire Area 122A
ML20079G216
Person / Time
Site: Limerick  Constellation icon.png
Issue date: 12/20/1983
From:
PROFESSIONAL LOSS CONTROL, INC.
To:
Shared Package
ML20079G166 List:
References
NUDOCS 8401190475
Download: ML20079G216 (3)


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.J f(( P\rofessional Loss Control, Inc.

STRUCTURAL STEEL ANALYSIS for l

LIMERICK GENERATING STATION Spray Pond Pump Structure El.168' ESW and RHRSW Pump Area Fire Area 122A December 20, 1983 P. O. Box 44G e Oak Ridge, Tennessee 37830 * (615) 482-3541 C401190475 940113 PDR-ADOCK 05000352 F PDR

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LIMERICK GENERATING STATION

1. AREA DESCRIPTION The area under consideration is the ESW and RHRSW Pump Area on the 268' elevation of the Spray Pond Pump Structure (Fire Area 122A). The bounding walls of.the area are of reinforced concrete construction with an average thickness of 2 ft' . The total surface area for heat transfer is 3860 ft2 (see Attachment A for. sketch and Calculation of surface areas).
2. COMBUSTIBLE LOADING All ' cabling in this area is routed in conduit, there are no cable trays.

There are no combustible liquids in this area.

3. VENTILATION PARAMETERS Ventilation to the area is through a doorway located in the West Wall of

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the area.

4. CASES EXAMINED With no exposed combustible cabling and no cc.nbustible liquids in the area, there is no fuel in the area sto support a fire.
5. RESULTS The structural steel in this area will not fail due to a fire as there are no fixed combustibles in the area to support a fire.

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1 I 3 Spray Pond Pump Structure El. 268' ESW and RHRSW Pump Area Surface' Area Calculation Walls

. North wall ~ .(38' x:15')- 570 ft2 South wall '(38' x 15') 570 ft2 East wall (40' x 15') 600 ft2

' West wall:

-(40'.x'15') 600 ft2 T340 Ttt

-Ceiling' (38' x 40') 1520 ft2

" Total Surface Area for Heat Transfer 3860 ft2 ATTACHMENT A

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