hutchinson island, unit 1 - drawing 8770-g-490, revision 1 ... · title: hutchinson island, unit 1...

1
8770-G-490 A hJ ', 0 OYFII. AST. EXCEPT AS AIOTND 8 - '9 10 11 12 13 14 15 . I '16 17 . 18 LAP CIRCUM. SACS *5 SFIOWN TYP. QUANVITIE5: ;OR RCINF SARN SNS SAIZ SCFSOIFOdi' C H P 0 Cl 1, 9 S 480 1 "I:,;, ] B ;I C I' D D P 0 Z VI s D IU Af UI I 5 RL / PPR ZZ,V (2 4FO CN wo 6 RSD4 Z I / OC 45 I I CO 99 4 O)SS 9' , 0 / / CU > 2 of PRO '9. FS. S) 'o Cl 4 Po Gv. 0" y9 9 'F> 9 01, 7'o 0" LO~ T? I so O e'I / 0 .4" / I h o O. / IO NI ZRO~'Zo . '~ 4299'O I-AISI -8 I I. A IZ9-s II 9 19 9, ej/ AO 00 ,CI o C.U ~ .0 SO S pP I-4 90» F-TL ;O '0 BO OPS' p I I UNBENT'ACI STANDARDS SHALL''GOVERH FOR.ALL~-.DE IGN ARD CONSTRUCTION LUNLESS.GTHERWISF'NOTETI 'FOR SPECIFICATIONS FOR 'STEEL FOR CONCRETE ',. c :REINFORCING BARS AND FOR BAR DETAILS SEE BARV»H ;BENDING SCHEDULE.'- -, ;PI.ACING DIMENSIONS'ARE GIVEN TO-CENTER OFJARS:.'NLESS NOTED. .ALL SPLICES IN REINFORCEMENT SHALI. COMPLY 'NITH 3 -THE REQUIREMENTS OF CURRENT ACI- STANDAROS„ " .""..-.. . 'SECTION BOB, BUT IN NO CASE SHALL LAP BE LESS Ic THAN 24 BAR DIAMETERS. 'ALL BARS SHALL'TIAVEWBS MINIMUM CONCRETE COVER 'NLESS OTHERWISE NOTED SHIFT OR BEND BARS TO CLEAR ANCHOR BOLTSATDRAIH PIPE SLEEVES -.AND .EHBEDDED PARTS MIMIFAUM, FIELD To 9TA66RR spLICR LocOVTIOS45 9UCN .THAT NO SYIORR THAN OMN TNIRCF OF 9PLICES OCCURS AT ANNYOFZE MEIZIDIONAL SECTIONS . o :.yv LIbjj Ol Q TO I LZ C Nk 1399 SD IZ I NOTE I CORE 5PAC. EOUALL TO S E.sAF. 10 Cf'1 V. F A I+I I 'I -A I'1 '1 -FH 3-ADI -8 II ~ 8'l10. 6. 491 IN 3) RE CERENCE DRh.V/IVIES LIST OF DRAW INIY35 REACTOR SUILDIN6 enBE SL ne . PLAN- FFIAS CYLINDER WALL. PLAN II SECT. MAVF. 61 1 0 A-145 SAGE SLAS - PLASS ) 5 OCT. RBIHZF FZZ STTO+MLRI EAR SNMOIMG SCHEDULE S450-1 L PLAN - BOTTOM REIRF AS BUILT DRAWING TRANSFERRED TO FPL 4.2~:l7 RECEIVED 6 010357 "'Io * c APR 28 1877 OI CONROY~ EBASCO SERVICES FZLO Et "" SL UKIE PLANT WORK THIS DWCi Wl'TH STTO 6 441 K. '-.' o Lg":, THIS DOCUMENT IS THE PROPERTY OF EEASCO SERVICES INCORPORATED. ITS USE IS EXPRESSLY RESTRICTED BY THE TERMS OF THE CONTRACT, DATED AS OF AUGUST 10, 1968, BETWEEN EZASCO SERVICES INCORPORATED ANO FLORIDA POWER A UGHT COMPANY. N FLORIDA POWER E LIGHT COMPANY HUTCHINSON ISLAND PLANT 1913 - 890.000 XW INSTAUATION - UNIT NO. 1 REACTO R BUILDING BASE SLAB- PLAN REINF - SH. NO. I ESASCO SERVICES INCORPORATED . NEW YORK 1 - 2 x 3 4 5 6 7 , 6 . - 9 . 10 11 I 9 Fcl RSY (EID) HdYE, NO. DAYS ASVISION CAP IF SY CH. AFFNOVED SCALE i( I'0 0>V. C H DR. RATF A ~ F NO VS 0 CZ4 - PZW lCYN2.- 14'~ DAYS IO.SO-OSF,.' 71701G;49

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Page 1: Hutchinson Island, Unit 1 - Drawing 8770-G-490, Revision 1 ... · Title: Hutchinson Island, Unit 1 - Drawing 8770-G-490, Revision 1, "Reactor Building Base Slab - Plan Reinf - Sh

8770-G-490

A hJ

', 0

OYFII. AST. EXCEPT AS AIOTND

8 - '9 10 11 12 13 14 15 . I '16 17 . 18

LAP CIRCUM. SACS*5 SFIOWN TYP.

QUANVITIE5:;OR RCINF SARN SNS SAIZ SCFSOIFOdi'

C H P 0 Cl 1, 9 S 480 1

"I:,;,

]

B

;I

C

I'

D

D

P0ZVI

s DIUAf

UI

I 5 RL

/ PPR ZZ,V

(2 4FO CN

wo6 RSD4 Z I

/OC

45II CO

99

4 O)SS

9'

, 0

//

CU >

2 ofPRO '9.

FS.S) 'oCl 4

Po

Gv. 0" y9

9

'F> 9

01,7'o0"

LO~T?

I so O

e'I

/ 0 .4"/I

h oO. /IO NIZRO~'Zo .'~ 4299'O

I-AISI -8 I

I. A IZ9-s II

9

19

9,ej/ AO

00

,CI

o

C.U

~.0SO

SpP

I-4 90»

F-TL

;O

'0BO

OPS'

p

II

UNBENT'ACI STANDARDS SHALL''GOVERH FOR.ALL~-.DE

IGN ARD CONSTRUCTION LUNLESS.GTHERWISF'NOTETI

'FOR SPECIFICATIONS FOR 'STEEL FOR CONCRETE ',. c

:REINFORCING BARS AND FOR BAR DETAILS SEE BARV»H;BENDING SCHEDULE.'- -,;PI.ACING DIMENSIONS'ARE GIVEN TO-CENTER

OFJARS:.'NLESS

NOTED.

.ALL SPLICES IN REINFORCEMENT SHALI. COMPLY 'NITH 3-THE REQUIREMENTS OF CURRENT ACI- STANDAROS„ " .""..-..

. 'SECTION BOB, BUT IN NO CASE SHALL LAP BE LESS IcTHAN 24 BAR DIAMETERS.

'ALL BARS SHALL'TIAVEWBS MINIMUM CONCRETE COVER'NLESS OTHERWISE NOTED

SHIFT OR BEND BARS TO CLEAR ANCHOR BOLTSATDRAIHPIPE SLEEVES -.AND .EHBEDDED PARTS

MIMIFAUM,FIELD To 9TA66RR spLICR LocOVTIOS459UCN .THAT NO SYIORR THAN OMN TNIRCFOF 9PLICES OCCURS AT ANNYOFZEMEIZIDIONALSECTIONS .

o

:.yv

LIbjj

Ol QTO

I

LZ

C

Nk 1399 SD IZ

I

NOTE I CORE 5PAC.EOUALL TO S E.sAF.

10

Cf'1V.

F

A I+I I

'I

-A I'1 '1 -FH

3-ADI -8 II

~ 8'l10. 6. 491

IN 3)

RE CERENCE DRh.V/IVIESLIST OF DRAW INIY35REACTOR SUILDIN6enBE SL ne . PLAN- FFIAS

CYLINDER WALL.PLAN II SECT.MAVF. 61

1

0 A-145

SAGE SLAS - PLASS ) 5 OCT. RBIHZF FZZ STTO+MLRI

EAR SNMOIMG SCHEDULE S450-1

L

PLAN - BOTTOM REIRFAS BUILT DRAWING

TRANSFERRED TO FPL 4.2~:l7

RECEIVED6 010357 "'Io

* cAPR 2 8 1877

OI CONROY~EBASCO SERVICES FZLO Et

""SL UKIE PLANT

WORK THIS DWCi Wl'TH STTO 6 441

K. '-.'o

Lg":,

THIS DOCUMENT IS THE PROPERTY OF EEASCO SERVICESINCORPORATED. ITS USE IS EXPRESSLY RESTRICTED BY THETERMS OF THE CONTRACT, DATED AS OF AUGUST 10, 1968,BETWEEN EZASCO SERVICES INCORPORATED ANO FLORIDA POWERA UGHT COMPANY.

N

FLORIDA POWER E LIGHT COMPANYHUTCHINSON ISLAND PLANT

1913 - 890.000 XW INSTAUATION- UNIT NO. 1

REACTO R BUILDINGBASE SLAB- PLAN REINF - SH. NO. I

ESASCO SERVICES INCORPORATED . NEW YORK

1 - 2 x 3 4 5 6 7 , 6 . - 9 . 10 11

I 9 Fcl RSY (EID) HdYE,

NO. DAYS ASVISION

CAP IF

SY CH. AFFNOVED

SCALE i( I'0

0>V. C H

DR.RATF

A ~ F NO VS 0

CZ4 - PZW

lCYN2.- 14'~

DAYS IO.SO-OSF,.'

71701G;49