ML20268A846

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5 to Updated Final Safety Analysis Report, Chapter 3, Drawing 438288, Rev. 3, Pipe Rupture Restraints Plan Below El. 120 Containment Structure-Area F & G
ML20268A846
Person / Time
Site: Diablo Canyon  
Issue date: 06/30/2020
From:
Pacific Gas & Electric Co
To:
Office of Nuclear Reactor Regulation
Shared Package
ML20268B299 List: ... further results
References
DCL-20-075
Download: ML20268A846 (1)


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CH RESP.ENG. SUPY.ENG. NO.

D CH RESP.ENG. SUPV.ENG. NO.

DATE ESCRIPTION GM/SPEC BY CH R

P.ENG. SUPY.ENG...,

TABLE OF CHANGES 1/B'=IFT

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9 10 GENERAL NOTES:

Unless nofed ofl1erw/se:

-* /. A I I sfee/ sha/ I be AS TM A -.3~.

2. All connec*hon.s -to be f'ull -psnefrafion buff weld.:,
3. All bolis and anchor rods shall be A.5Tl..1 A *490 w/fh heavy hex. nufs. No welding i's perm/ffed on bolfs, rod5 or nufs.
4. Welded si1.1ds.shall be 7/8 '¢ X 8'£:
5. Use femplafe for locaf/on of anchor rods for fwo or four legs resfrai'nf. Templafe /ocaf/on tolerance T+ = 1/4 *
6. Embedded sfee/- Spec. 883/.

Noa-embedded sfee/ -

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§ legs, if needed, to obfo/n base

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a B. All 3f/(f8ners 5holl hove thfJ !Jame fh,c;kne55 05 of fhe reepective merr,ber flanges, and Pe fl)//.p.. n&f. buff welded io th.; web f f'/ange fh,,y or,, affoc;l!~d fo.

9. -For c;him yack ond corner d0foi!f!, splic8,; qr,d member ::i/-;.-s,.568 drow/ng 438 '2139

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.proced,/Jtb5 e;f,n.sei:fs or anchor_ rods wifh respect to fhe, tuor!<,ng fOlnf see dwg.,f-4 7 '253.

nd I I. All closed sections shall have~
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13. Frames shall be shop assembled as re'l'd -to ver1f7 fit' of bolted connecf1ons.
1+. Do not scale from restroinf-dr4w1nas,

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/. Concrele.0edesfols ror equ,'pmenf 5upporls 4:J82 72

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13. Pipe Rupture Restraints Embedments 447253

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PLAN PIPE RUPTURE RESTRAINTS BILL 01' MATERIAL PLAN BELOW EL. 120 DRAWING UST COI-ITAlNMENT STRUCTURE-AREA "F" & "G" SUPERSEDES DIABLO CANYON SUPERSEDED BY DEPARTMENT OF ENGINEERING PACIFIC GAS AND ELECTRIC COMPANY SAN FRANCISCO, CALIFORNIA SHEET NO.

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