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11
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TYPE 2
BASE PLATES
NO SCALE
PROJECT N0.
BIaCk SS VkaCCI'1
Engineers – Architects 14693.310
Kansas City, Missouri
LEGEND
N
N
CODE I DATE I BY
ACCT. NO.
COL COL CQ�_
W10x22xi' -4"
W/ STD CONN
(TYP) GIRT LINE
I I I I I
I I 1/4 6 , L 4X3xt/4
AFTER
W 12 COLUMN ( I ALIGN
(TYP) TS GIRT I TOS EL 772.42-
1--- - - - - --
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HORIZ LEG FOR C 5x6.7
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ti
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3/16 I(TYP)
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DETAIL A DETAIL B
3/4 " =1' -0" B13 3/4 " =1' -0"
B12.B13
COL COL
(TY�I
L 3x3x1/4 W/
I 13/16 "xi 7/8" SLOT I i I L 4X3X1/4 I
IN HORIZ LEG FOR
3/4" BOLT- I I
W 12 COLUMN o I AFTER W 12 COLUMN
(TYP )
I ( TYP I -�
I 3/16 ALIGN
PL 1 /4.X3X0' -5" --
_ L 7X4X3/8x0' -8_
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3/4" BOLTS
- - - -- -- —(TYPI - - - - --
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AFTER
3/16 ] ALIGN
(TYP)
I C 12 I I PL 3/16 ----- PL .3/16
(TYP)---t�
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(TYP)- 1/8 3 -6 1/8 3 -6
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T -- ALIGN 1 (TYP) 1 (T
3 /1- YPI
6(/ �(TYPI PL 1/4x2x0' -3"
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C12 � @ 4" CTR'S W/
SEAL 6" MIN EMBEDMENT
3 SIDES
ELEVATION ELEVATION ELEVATION
DETAIL E DETAIL F DETAIL c
3J4 " =1' -0" B13 3/4 " =1 ` -0" 613 314 " =1' -0" 813
R 17 17
T
7 _ AFTER GIRT LINE TS 12x4 GIRT LINE
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PLAN ELEVATION ELEVATION
DETAIL /HNN DETAIL � DETAIL K
3J4 " =1' -0" 1313 3/4 " =1' -0" B13 3/41=1'-O' B13
REVISIONS PRELIMINARY ���..••�����.,,,,� INDIANAPOLIS CATER COMPANY
.•� �i. '•.,
DESCRIPTION RPPR' AS JILT BY APPR'D ROB ,.�'�� /��f►'•,, WHITE RIVER NORTH WTP
NOT FOR CONSTRUCTION �GINO RF �y •�
� 16655 0 's PUMPING STATION AND RESERVOIR
BID = * INDIANA �
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RESIDENT � PUMPING STATION
CONSTRUCTION �''ANSPS COLUMN SCHEDULE AND DETAILS
PHYSICAL RECORD NAI DESIGNED BY DRAWN BY CHECKED BY SHEET SPIFFY NUMBER
REO SJS MPS 19 OF 58 B 15
AS BUILT CERTIFIED BY A P P R O V E D B Y f *. DRAWING NUMBER
DATE COMPLETED ? • ^�' -f < r C -
CCG. DWG. N0: 14693 - 310 - 231 -0O20
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ROWS 13 8 17
N
PL 1 /2X10 SD (TYP1
., TYP- _ STD NUT 8 WASHER
TACK FOR LEVELING
ELEVATION
TYPE 2
BASE PLATES
NO SCALE
PROJECT N0.
BIaCk SS VkaCCI'1
Engineers – Architects 14693.310
Kansas City, Missouri
LEGEND
N
N
CODE I DATE I BY
ACCT. NO.
COL COL CQ�_
W10x22xi' -4"
W/ STD CONN
(TYP) GIRT LINE
I I I I I
I I 1/4 6 , L 4X3xt/4
AFTER
W 12 COLUMN ( I ALIGN
(TYP) TS GIRT I TOS EL 772.42-
1--- - - - - --
-- - M! /— HOLE -[N8„ AFTER
„ W BEAM 3/16 ALIGN
HORIZ LEG FOR C 5x6.7
3/4" BOLTS
- - - --
- - - - (TYP) 4,.
o o 0 o AFL
' L 4X3 3/8 3/16
I I I
ti
AFTER
3/16 I(TYP)
ALIGN
PLAN PLAN ELEVATION
DETAIL A DETAIL B
3/4 " =1' -0" B13 3/4 " =1' -0"
B12.B13
COL COL
(TY�I
L 3x3x1/4 W/
I 13/16 "xi 7/8" SLOT I i I L 4X3X1/4 I
IN HORIZ LEG FOR
3/4" BOLT- I I
W 12 COLUMN o I AFTER W 12 COLUMN
(TYP )
I ( TYP I -�
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PL 1 /4.X3X0' -5" --
_ L 7X4X3/8x0' -8_
W1 1" HOLE IN - - -
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- - - -- -- —(TYPI - - - - --
O I O O II O
AFTER
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(TYP)
I C 12 I I PL 3/16 ----- PL .3/16
(TYP)---t�
I PL 3/16x8 BENT -PL 3/16x4 BENT
- - - - -- - - - - -- C 8 --..A- - - - TO 1' -6" OUT RADIUS TO 1' -6" OUT RADIUS
(TYP)- 1/8 3 -6 1/8 3 -6
AFTER 1/8 3 -6 �� 1/8 3 -6
T -- ALIGN 1 (TYP) 1 (T
3 /1- YPI
6(/ �(TYPI PL 1/4x2x0' -3"
(TYP)
PLAN PLAN PLAN
DETAIL c DETAIL o
3/4 " =1' -0" B13 3/4 " =1' -0" B12 •
U
GIRT LINE GIRT LINE
TS
N L 4x3x3/8x0' -6"
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W/ 13 /16xL 7/8 VERY I ? �
Ln SLOTS FOR 2 -3/4 BOLTS � TS 2 -3/4 EXP ANCHORS
C12 � @ 4" CTR'S W/
SEAL 6" MIN EMBEDMENT
3 SIDES
ELEVATION ELEVATION ELEVATION
DETAIL E DETAIL F DETAIL c
3J4 " =1' -0" B13 3/4 " =1 ` -0" 613 314 " =1' -0" 813
R 17 17
T
7 _ AFTER GIRT LINE TS 12x4 GIRT LINE
W12 COLUMN '
3/16 ALIGN
EL 7S7.00 TS 6x2
-_ - - -__ -_ C12 GIRT I I I°n I I I L 4X3x3/8x0' -4"
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3/16 4 2 SIDES w I I
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PLAN ELEVATION ELEVATION
DETAIL /HNN DETAIL � DETAIL K
3J4 " =1' -0" 1313 3/4 " =1' -0" B13 3/41=1'-O' B13
REVISIONS PRELIMINARY ���..••�����.,,,,� INDIANAPOLIS CATER COMPANY
.•� �i. '•.,
DESCRIPTION RPPR' AS JILT BY APPR'D ROB ,.�'�� /��f►'•,, WHITE RIVER NORTH WTP
NOT FOR CONSTRUCTION �GINO RF �y •�
� 16655 0 's PUMPING STATION AND RESERVOIR
BID = * INDIANA �
�
RESIDENT � PUMPING STATION
CONSTRUCTION �''ANSPS COLUMN SCHEDULE AND DETAILS
PHYSICAL RECORD NAI DESIGNED BY DRAWN BY CHECKED BY SHEET SPIFFY NUMBER
REO SJS MPS 19 OF 58 B 15
AS BUILT CERTIFIED BY A P P R O V E D B Y f *. DRAWING NUMBER
DATE COMPLETED ? • ^�' -f < r C -
CCG. DWG. N0: 14693 - 310 - 231 -0O20
U
GIRT LINE GIRT LINE
TS
N L 4x3x3/8x0' -6"
_ BOT EL 764.00 C12 i 2 -3/4 BOLTS � C12
3/16] °o I L 4x3x3/8x0' -7"
3116] I �
N I BOT EL 762.00 (n 3/ L�/ \]
'\--L 6X3 1 /2X5/ 16x0 ' -6 " �.
W/ 13 /16xL 7/8 VERY I ? �
Ln SLOTS FOR 2 -3/4 BOLTS � TS 2 -3/4 EXP ANCHORS
C12 � @ 4" CTR'S W/
SEAL 6" MIN EMBEDMENT
3 SIDES
ELEVATION ELEVATION ELEVATION
DETAIL E DETAIL F DETAIL c
3J4 " =1' -0" B13 3/4 " =1 ` -0" 613 314 " =1' -0" 813
R 17 17
T
7 _ AFTER GIRT LINE TS 12x4 GIRT LINE
W12 COLUMN '
3/16 ALIGN
EL 7S7.00 TS 6x2
-_ - - -__ -_ C12 GIRT I I I°n I I I L 4X3x3/8x0' -4"
I
3/16 4 2 SIDES w I I
ao I I o I I 3/16 4
I I TS 6x2 � 3/4 EXP ANCHOR
L7x4x3 /8x0' -7" W/ 6" MIN EMBEDMENT
i W/ 1" HOLE IN
HORIZ LEG FOR
3/4" BOLT
PLAN ELEVATION ELEVATION
DETAIL /HNN DETAIL � DETAIL K
3J4 " =1' -0" 1313 3/4 " =1' -0" B13 3/41=1'-O' B13
REVISIONS PRELIMINARY ���..••�����.,,,,� INDIANAPOLIS CATER COMPANY
.•� �i. '•.,
DESCRIPTION RPPR' AS JILT BY APPR'D ROB ,.�'�� /��f►'•,, WHITE RIVER NORTH WTP
NOT FOR CONSTRUCTION �GINO RF �y •�
� 16655 0 's PUMPING STATION AND RESERVOIR
BID = * INDIANA �
�
RESIDENT � PUMPING STATION
CONSTRUCTION �''ANSPS COLUMN SCHEDULE AND DETAILS
PHYSICAL RECORD NAI DESIGNED BY DRAWN BY CHECKED BY SHEET SPIFFY NUMBER
REO SJS MPS 19 OF 58 B 15
AS BUILT CERTIFIED BY A P P R O V E D B Y f *. DRAWING NUMBER
DATE COMPLETED ? • ^�' -f < r C -
CCG. DWG. N0: 14693 - 310 - 231 -0O20