ML20236N461

Rev 0 to LIS-100C, Min Required Gap Between Rcb & Auxiliary Bldg at Approx 900 Ft & Above

ML20236N461
Person / Time
Site:	Comanche Peak
Issue date:	09/05/1986
From:	GIBBS & HILL, INC. (SUBS. OF DRAVO CORP.)
To:
Shared Package
ML20236N399	List: ML20236N395 ML20236N416 ML20236N433 ML20236N450 ML20236N461 ML20236N468 ML20236N486 ML20236N498
References
FOIA-87-447 LIS-100C, LIS-100C-R, LIS-100C-R00, NUDOCS 8708110508
Download: ML20236N461 (42)

Text

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l Calculation Cover Sheet 3

l G&H Job No.

.c 3 2,3 Client 7 (A c,to r

Calculation Number LiS-t ooc 5ET z1 I

Numberof Sheetsin Originallssue 4l Subject Mig. g g o'D G A P E E TW E E N R.C.B. A Au x. ra LD t, @ E t 900'-o" d Aeove

,% NuclearSafetyRelated l

0 Non-NuclearSafety Related-OA Program Applicable I

O Non-NuclearSafetyRelated l

l Sheets Sheets Sheets Job Engineer Deleted Added Revised Signature 6 Date

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F-167,4-81

f Appendix DC-8-I Rev. 5 Page 5 of 5 DESIGN REVIE RECORD TORM Texas Utilities Services, Inc.

Comanche Peak S.E.S.

2323 i

CLIENT PROJECT G&M Job No.

Title:

M ig, pg()'D G A'P EETviEE N R.C.B. 4 Aux. BLtG @ Et 9oo'-o" l

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l ~l Drawing

@ Calculation l_~l Specification 88 L t 5 - l OOC SE r 2 2 '

O 9 8 (e DOCUMENT NO.

AEVISION NQ.

DATE I

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ITEM CONSIDERATION I

1. USNRC " Current Events-Powar Reactors" and " Operating Experience" records have been considered, where

/VA applicable (Ref. Job Engr.)

p

2. Scope: covers all intended work, no interface gaps, no overlaps (Ref. Project Cuide)

3. Assumptions are listed, c1marly defined and reasonable f

4 Items to be re-verified,later in design, identified g

]

5. References, including other calculations and I

sources, are listed

)

6. A description of the methods of analysis and-j j

design is included (Ref. FSAR) r

7. Formulae and equations are applicable and defined y

3. Mathematical check indicates satisfactory solution y gg;

9. Conforms to specification g

]

10 Loads and load combinations are correct (Ref. FSAR)

(including Environmental Considerations)

11. Deflections and displacements are suitable and reasonable g

(Interface with other disciplines)

( }

12. Compatible with equipment information (Loads, Dimensions) p r

13. Description of materials included (Ref. TSAR) g/)

l 14 Compatible with soila capability (Ref. FSAR End soils Repor@

g

15. Ccmpatible with related drawings g

16. Conforms to FSAR

[f /gtf7p tV 3 '8.)

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17. Specific references.to codes and standards are included ame

,f conforms thereto (Ref. FSAR and Project Cuide)

Y

18. Conforms to structural Design Criteria l

19. Interface with other disciplines has been accomplished g

20. Properly indexed and filed y

i

21. Additional for Computerized Calculations:

M

a. Proper Computar Program (Raf. TSAR) has been approved for use j

b. Data Input, Assumptions and Model are listed, g

j defined and'are satisfactory j

c. Interpretation of output is included _

NA j

d. Check results for reasonableness preferably OjA verified by simplified parallel check (Ref rsAR)

NOTE:

Design reviewer's signature confirms that design reviewer has considered each item on the checklist.

}

d signifies design reviewer's completion of review NA Not Applicable f)O)

Design Reviewer's Signature jd [

Date Design Reviewer's Name

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Job No.

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Gibbs S Hill,Inc.

Job No.

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Gibbs S Hill. Inc.

Job No.

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l Gibbs S Hill Inc.

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zsz3 Client Tuc.co l

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l Gibbs S Hill. Inc.

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Gibbe C Mill.Inc.

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