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Engineers — Archi#ec%
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PROJECT NO.
14693.320
LEGEND
12` EF
DE DOWEL @ BASE.
ALL REINF @ 6" SPA
, TOP 4' -0"
SECTIONAL PLAN of WALL ONLY
DETAIL E
REVISIONS
TOS EL. 7S8.58
PL 3/8 x S X 10
TS 6 x 3 x 3/8 x 1' -20-- '-- 510x25.4
PROVIDE PL 4 x 4 X 1/2 BELOW BOLT HEADS
WELD TO TS W/ 3/16" FILLET ALL AROUND
PROVIDE 3/16" CLOSURE PL
OVER EA END OF TUBE.
CONNECT TO TUBE W/
CONTINUOUS 1/8" FILLET WELD
DETAIL a
3 /4 "ffii' -Op es
EL 762.83 --,,
PROVIDE 3 -*G TAB
W/ #4 STIRRUPS @ 12"
IN WALL ABOVE DOOR OPNG.
LAP FACE BARS W/ WALL
REINF. EXTEND CENTER
BAR 2' -0" PAST OPNG.
PROVIDE 4 STIRRUPS @
4" OC CENTERED ON SID
LOCATION WHERE IT
CROSSES BENEATH
DOORWAY LINTEL
S 10 x 25.4-----
CODE I DATE I BY I DESCRIPTION I APPRIJ AS BUILTI BY I APPR'D I
'T. NO.
!.:L •l..i �1
I
1
i
EL 761.2S-- (
I
N
EL 758.92 I
EL 758.58
4
LSx4x 1 12x4 "LLVW /
2 -3/8" STIFFENER PL
@ 3 1/4" OC. WELD TO
L W/ 5/16" WELD ALL AROUND
DETAIL e
3/4 " =1' -0" k BB
SUPPORT BEAM
TOS EL 7S8.5
PL 1/2X4XI-2
W/ 2" DIA CEN
HOLE CENTERED
2 -3/4" ANCHOR
NON - SHRINK Q
DOUBLE NUT (1
TACK WELD TO
WASHER A PLA'
2-L3x3x3 /8x6'
STOPS LOCATEI
FROM EAST EM
W/ 2 -3/4" BOL
c•4 c"
2 -3/8" x 21-0" @ 9" NELSON
02L DEFORMED BAR ANCHORS (OBA)
W/ STD HOOK. CENTER ON ALE
IN HORIZ DIRECTION
L6 x 4 x 3/8 x 10" N/ 2 -3/4"
x 6" NELSON STUDS HORIZ 8
4" AND 2 -3/4" x 8" NELSON
STUDS B 4S' 8 7" OC-
CENTER STUDS ON ANGLE IN
HORIZ DIRECTION
Y
i 41.16 4 DBA TO ANGLE
4
WELD IN PLACE AFTER to
S /16 HAS BEEN SET IN PLAC
@ EACM END
DETAIL c
NO SCALE B6
r
NO. mm
STATE OF
so
• /ONAL.
aia taaatatt�
Ct�tT'C IM
A STIRRUP ON
]E OF EACH ANCHOR
to OC
BEAM
,59
OF SUPPORT BEAM
(8)(1' -2" W/1 1/2"
3 HOLES IN
SON OF BERM
I
INDIANAPOLIS WATER COMPANY
WHITE RIVER NORTH WTP`
INTAKE
INTAKE
ROOF PLAN
DESIAI m BY IIRAm BY CHEOW BY 11AW *wT NAM
CGH,NGM MTB TJK 9 33 S
/i A P P R o v E a Iltx amm
CCG . DWG. NO t 14693-320-205 -C'S03