ML17312A052

Circulating Water System Ocean Intake & Discharge Sects & Details.Sheet 2

ML17312A052
Person / Time
Site:	Saint Lucie
Issue date:	03/21/1988
From:	EBASCO SERVICES, INC.
To:
Shared Package
ML17312A008	List: ML17312A007 ML17312A009 ML17312A010 ML17312A011 ML17312A012 ML17312A013 ML17312A014 ML17312A015 ML17312A016 ML17312A017 ML17312A018 ML17312A019 ML17312A020 ML17312A021 ML17312A022 ML17312A023 ML17312A024 ML17312A025 ML17312A026 ML17312A027 ML17312A028 ML17312A030 ML17312A032 ML17312A033 ML17312A034 ML17312A035 ML17312A036 ML17312A037 ML17312A038 ML17312A039 ML17312A040 ML17312A041 ML17312A042 ML17312A043 ML17312A044 ML17312A045 ML17312A046 ML17312A047 ML17312A048 ML17312A049 ML17312A050 ML17312A051 ML17312A052 ML17312A054 ML17312A056 ML17312A058 ML17312A062 ML17312A064 ML17312A067 ML17312A068 ... further results
References
8770-G-664, NUDOCS 9702040184
Download: ML17312A052 (1)

Text

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'4')I 'EBASCO SPECIFICATIONS, SHALL MEET THE STANDARDS OF ACI 318-71 AND AC) 301-72. IN THE EVENT OF CONFLICT BETWEEN THESE AC) STANDARDS AC) 30)-72 SHALL GOVERN, .

Clio c>rc c G.4/hs /'>NCHOR BOLTS SHALL BE EITHER ASTM A307 GRADE 8 Cl l>V OIR C-t>GV 9:ITH SQUARE HEADS OR THREADED RODS OF ASTM 1.

j'136 STRUCTURAL STEEL WITH STANDARD HEXAGONAL NUTS !

D>SHED i>SAD I Cdob 'ND WASHER UNLESS OTHERWISE NOTED. EXTERNAL AND:': ,i I) NTERNAL THREADS SHALL BE UNC 2A -;i I

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)ANCHOR PLATES SHALL BE STRUCTURAL STEEL IH ACCORDS;.'

rtANCE WITH ASTM ABG l I ',-,'

(SLEEVES SH LL 8 E E )THER 28 GAGE SHEET METAL SLEEVES,

'STANDARD PIPE SLEEVES, RUBBER OR PYC SLEEVES UNLESS I

OTHERWISE NOTED.

" A- At,000 SIT CONCRETE SHALL BE CLASS P SEE SPECIFICATION FLO Pall( eben z SLEEVES, 9 ALL JXCHGR BOLTS, DRAIN PIPER, PIPE StlALL EL'ECTRICAL CGNBUITS MIE BIBEBGED PARTS 0 IS PLACED.

2 BE IN POSITION BEFORE CONCRETE 8 e 7 0 4 FOR SPECIFICATIONS FOR'STEEI. FOR CONCRETE 9 2 REINFORCING BARS AND FOR BAR DETAILS SEE BAR I

BENDING SCHEDULE;-.

I dt PLACING DIMENSIONS ARE GIVEN TO CEHTER OF BARS; U'I UHLESS NOTED.

0> I ALL SPLICES IN REINFORCEMENT SHALL COMPLY WITH.-

THE REQUIREMENTS OF CURRENT ACI STANDARDS, SECTION 805, BUT IN NO CASE SHALL LAP BE LESS THAN 2N BAR DIAMETERS.

ALL BARS SHALL HAVE 3" MINIMUM CONCRETE COVEQ UNLESS OTIIERWISE NOTED.

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¹eowauR THIS DOCUMENT IS THE PROPERTY OF EB/CCO SERVICE.

5'r M AB'i 9 AS BUILT DRA<VING . IHCORPORA EO. ITS USE IS EXPRESSLY t>LSTRICTCD BV THE TERMS OF THE CONTRACT DATED AS OF AUGU9T 10 1958 BE EE SCO SERvlcES INCORPoRATED AHD FLOQ>DA POlvl.

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