ML20268A559

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5 to Updated Final Safety Analysis Report, Chapter 3, Drawing 443276, Rev. 4
ML20268A559
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: ML20268A559 (1)
v • d • e


Text

E D

C B

A 1

2 90° hook where re9'd for anchage.

3 4

I Ct-'ane Wall

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.[_,;;G01z fies.

_+-.... -----,-

~= -== -=~r--+--r,_~====~~I '--some sizebof" oe slab or I

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wall rein/. spa. shall

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nof be morefhon 12"

R einf. in haunch lo mafch lesser 1-'einf:

I I

I o/ file fNo rnenbers.

NALL AND GLAB DETAIL 8e/Zewef' STAIR DETAIL

  • i...

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I 7

DETAIL OF REINFORCING BENT AROUND EQUIPMENT LATERAL SUPPORT BEARINtJ ~

oddifional bars I

See note.Z for reinf:---~-H I

I See Secfion @

I 'n---l0-#18 I

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,v,I # 6 t1t?S (iJ 12

  1. flJ dowels See note I for reinf.

CURB CRAN£ NALL REINFORCING slab----.....

Nal~See nofe 10 oddifiona/ bars ----._-------1 diagonal bars one a-I eoch face X

REINFORCING AT WALL OPENING

==~~~~~~~~~~;;;..;:;~~.:.:..:.;;;;.,..= - -

See Notes 8 t 9 SUMP DETAIL 5

6 7

8 TYPICAL REINFORCING IV/2ere Not S/20111n Olher1v1"se

/. Concrete slabo and Nalls below El. 91'--0u buf above liner to be "'6@/Z e.N. e.f'.

Z. Circular crane wall to be # fie IZ e.-l' vertlca/ly and hori-z;on-fally, in add,fion sfirt"ups 1 Ge1z between oz:imvfhs 25% 65"_, IZO* fo/55".,Z00°/o z50* and zgo* fo 340° shall be placed lrom El. 91~0" fa £1. IOG~O~

E. All #ff bars fo have anchot-'a9e and splice l&n9fhs as re_quired far Ulfimate Sfl"en9fh Des19n unless afher-w1se shown.

~ _

4. Othe,,. Nalls.

Thickness Reinf'orcin9 3'--0" and more

,1111@/Z e.-f. Vel"f. and Ho!".

morefhonZ'0'bc,rllesslhon3lt;"8&IZ e.r.

11 11 11 l~O fo Z'--0" inclusive il6@IZ e.l:

11 11 less fhan l'--0" "6@12 Verf. and Hor.in/he Cfr.

5..Slob of El.14()'--0",.,, II el;!, e.w. f. ¢ b. unless ofherwiee 6hown.

- 6. Other Slabs.

Thickness less fhon 2'-0" t'--0" fo 3'--0 11 more fhan.8(0" Reinforcing

,,;6tPIZ e.J-V.e.f:

  • 8 @IZ e. w.e.-F.

11l/e!9 e.w.e.f:

7.* Irregular concl"e-fe blocks and shapss.

fhe Leosf Dimension.

Reinforcing less than Z'--0"

-"B@IZ e.w.e.r.

Z'-0 fo.3'-0"

  • tBe:IZ e.w.e.f more fhan 3'- 0 11

,1-II tP IZ e.lV.e.f:

8. Bars interru,ofed by on opening.shall be replaced by bcrs of sa=e size and same omounf.

8iz& of diagonal bars shall be fhe same os Nall rsinf.'

Len9fh of' addifiono! bor = opening s,~e f 8'--G" 11 11 diagonal bar for recfan9ulor opening= 8'-B" bar f'or circular opening= opening sizs 8'-6".

9. Add/-tional and d/ogono/ bars are required only f'or fhe opening lo1"9er than IZ"¢.

- ** -10. A ddi-fional bars and d109onol bars are 17of needed when fhe,;1o'e ol' on openin9 is rOl"med by a ;,vol/ Ot' slab.

II De.sign l"'e9c;l1*emenls while same as f'or Unif No. 1 have been p,,.esenfed in Un:r No..Z dN3s-in more gene!"al and concise monnsrln onefforf fo imorove clarify and fo alloN !he con f-racfof'" n1ore f"reedom 1n placemen-I-of'reinl'orcin9.

In a f'eN cases fhe requ,-,,.emenfs as presenfed here may differ

___ --~ s//ji,fly from -/hose !or Unif No./ a& a t"esulf of".s-l-andard1pf10n In all these cases fhe contractor may elecl-fo 6uild in accol"dance Nifh tlnil No.1 re9uiremenfs.

9 DRANIN(,

LIST BASE SLAB Concrete Ou-I-line - Base Slob ¢ Reaclor Pit Base Glab ~ Suhsurl'oce Droino9e Base Blab~ Cylinder Connection Details Base Slab ~ Reinf'orcin9-Plan ¢ Sections

__ &Jse Slab ~Re1i,f'of"cin9 ~Secfions Bose Slab ~Reinforcing -Reactor Pit Base Slab ~£mbedtnents Concrete Ou/line And Rein/: Rec ire. Chambel""

Bose Slab line;,

CYLINDER AND DOME Cylinder-Nall Reinlol"cing Cylindei" Noll And Doms Linet'"

INT£RIOR CONCRETE Plan Af £/evofion 9110 11 And Below Plan Af Elevation 119co* And 14-0'-o" Details Elevation 140'-0" Main Secfions Defails of Reactor No33le Area Reinf of El. 140'-0" Typical Defa1!s And Dl"c,1<1ing Lisf.

Secfions And Derails 10 443Z3/

44EZ3Z 4452.33 443Z34 443235

-143236 4 43Z37 443Z39 443Z40 44.3Z4/

443t,4g 443Z5!

4-4-3252 4 4 3 253

,£ 43 __Z, 5 4-4-43 272 44-3273 4 43Z 7G 443217 fu*I Transfer Canal liner leakage Monifcring S!fS-/-sm 41-3282 rue/ Transfer Cana/ l lner 4f3 28.3 -

443 Z8S Miscel/aneo11s Details

__ _:_ ~44328"*-44-3ZU~--

Inserfs for Inferior Slabs Inserfs -for Inferior Walls T.!fp1cal Concrefe Del-ails 44334 /

44334-2 4-384'14

- Crane Wall _Jnserfs, Sleeves e. Ol'n:ls befNeen El. q;co" &- 140'-0" SOI086-S0!08<J Surface lt1serfs, Sleeves & O?t1gs for Inferior Walls 501090 S0/5C,S-SOl50'1 Surface Inserts/ Sleeves & Opngs for-Jnferior Walls t--Slabs S0/510 e,l.,.... rr-S-I I /t4-/7 Z.

c.L, I/-

RM INDEXED REV._~*_

COAST YAUfYS DMSION E

D C

1--

B 1--

1---

1--

A 1--

0 f~M~EC~H~.i===t==:i:==:i:==t==i===:i:==t==t==t==t==t==t==i===t==t==t==t==F==t==i===t==i===i===t==i===i===i===i===i===1=~====i=====================+====i===~==1~====+====~~1====+====================+====+===~==:i:====::i=====~=:i:===::i7=====================:i:====:i:===i==::i=====:i:=====i'"-""":"'~*"'*"'

0 ""G_M_l_6_99.. 7.. 2------,... N..

Tt"'R'"1o""R....

CO""NcRE"'T~E-R""E.. IN'!!F"!O""Rc"'1*NG----1-.-,L-L_O_F_M-ATE*R-,A*L----1,__

SUPV.S.ROS""""

TYPICAL DETAILS ANO DRAWING LIST DRAWING UST CIVIL 8831 C. I t,;K,

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5531 c.Li -':~

GM/SPEC BY

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ELEC.

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csGNXHARLES u CONTAINMENT STRUCTURE 3 1-12-1z [)wo.,s IJDdofs,..;

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NO.

DATE DESCRIPTION GM/SPEC BY CH RESP.ENG. SUPV,ENG. NO.

DATE DESCRIPTION GM/SPEC BY CH RESP.ENG. SUPII.ENG. NO.

DATE DESCRIPTION RES~.ENG. SUP'I.ENG.

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crr1.. o.. N ______________..,._..1, _________.. rA.. s;.;L;;;E.. o;;,;,F_c;;H.;;.A,,N;;;G;;;Es;... ________ -'-----.----.:T,;,;A;BL:;:E;.o;F:..;CH:.;A;;:N;;G;;;E;s _____.,. ___

  • _________,:,:rA:::B~L;;E.:o~F.,:c:::H~A::;:N::;:G_:;;Es~--------..I:.~/.:::

NONE sAN FRANc1sco, CALIFORNIA I

1,,1 I 111 I I I I I I II 1} fl JI II I I ii I 1J 6

7 8

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SUPERSEDES SUPERSEDED BV SHEET NO.

SHEETS 1 DRAWING NUNBER 443276

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jlOO M/M Neg.F, j

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