HomeMy WebLinkAbout11CAST -IN-PLACE
COLUMN
PILE CAP
CONC COLUMN (C282f
SEE SCHEDULE FOR R
-COLUMN
�CONC SLAB
COLUMN
}
10
NET CAPACITY
i of
THICKNESS
64"
REINFORCING
SHORT
S-9-
1BEAM,
#10a10'-9"
(2}#6x—)8' TAB
(18)
�� PfLE CAP
II ��
REINFORCING
SHORT N/A
DIRECTION
O
Oxoix
REINFORCING
SHORT (14)T
T/111 NP)
-#7 0 12' OC
McCOMAS
-15 012 OC --
Revisions:
DETAIL
O"
GOLD
SHEA(2 KEY VOLCLAY WATERSTOP RX -
_-/5z 012" OC
J�INT
DIRECTION 1801'4'
(22'-
CONT
WATfRPR00FING
�}'" / 1'-9° 4'-6" 1'-9'
#6 0 12' OC,
TEACH
AROUND TUNNEL
COLUMN AS INDICATED ON PLAN.
FACE
PERIMETER
6'-0'
PLAN
li
III- TNI 012° oC
L PROVIDE 1Ytz11y
j 1'-0' BLOCKOIT,
SHEAR KEY FULL LENGTH,
�VOLCLAY SOUTH SIDE OF
WA TOP RX TUNNEL
116 0 12' OC
77
fiiS 0 12' OC '' , /5 0 12' OC
TAB
SECTION UTILITY TUNNEL rl5
SCALE: 1h' = 1'-0" OET#029_25051 IB40
2'-6' i-- MASONRY
WALL (MW)
15 7, -i 012. OC -
�-GOING AAD
AROUND ENTIRE OPENING / (BEYOND)
r
CONIC WALL (CW12)
w/STD HOOKS EA
END Of HORIZ
BARS
CARMEL
CITY CENTER
OPTIONAL COLD JOINT - ��.. PEDCOR DESIGN GROUP
PROVIDE CLASS B SPLICE 4'_0" 4'-6" _ 4'-6" _ �__ 4'-0" Architecture 7 Project Managment:
OF COLUMN TIES 0 3 OC 99- _ 4' C__ _ 4'16' 6' y 1'-_ 9"
4, 335 Ridggeeppooint Drive
i AND ADDITIONAL 3 SETS i +� Carmel, Indiana 46032
ABOVE AND BELOW JOINT F' ----
~ -y 317.705.7979 (Phone)
-� 317.705.7980 (fax)
� I
s9
-(1T 9-
}
}
THREAD) SET WITH HILTI HY
NET CAPACITY
i of
THICKNESS
64"
REINFORCING
SHORT
(18)
CAST -IN-PLACE
/ COLUMN
i
#10a10'-9"
o
(18)
�� PfLE CAP
II ��
REINFORCING
SHORT N/A
DIRECTION
O
Oxoix
REINFORCING
SHORT (14)T
T/111 NP)
LONG N/A
DIRECTION
McCOMAS
r
Revisions:
DETAIL
ALT' 14'0 ANCHOR
LONG (14)
T PILECAP
S>
PROVIDE (4)#5 w/ STD
}
DIRECTION 1801'4'
(22'-
REQUIRED FOR ADJUSTMENT OF
�}'" / 1'-9° 4'-6" 1'-9'
� I
r
(11) Fla
PILES
THREAD) SET WITH HILTI HY
NET CAPACITY
2046 K
THICKNESS
64"
REINFORCING
SHORT
(18)
V
#10a10'-9"
LONG
(18)
DIRECTION
II ��
REINFORCING
SHORT N/A
DIRECTION
O
Oxoix
REINFORCING
SHORT (14)T
o. vi
LONG N/A
DIRECTION
McCOMAS
DIRECTION #8x7'-6*
Revisions:
DETAIL
ALT' 14'0 ANCHOR
CAP INFO
NUMBER OF
(11) Fla
PILES
THREAD) SET WITH HILTI HY
NET CAPACITY
2046 K
THICKNESS
64"
REINFORCING
SHORT
(18)
DIRECTION
#10a10'-9"
LONG
(18)
DIRECTION
#10x16'-6"
PG11 - 11 PILE GROUP „ PG6 - 6 PILE GROUP os PG1 - 1 PILE GROUP
SCALE: Y4" = 1'-0" PG1L25049 640 SCALE: 144" = 1'-0' PG06_25049 B40 SCALE: 144" = 1'-0' FON-03713 B40 L -_r-L
-_ I-9' 2'-3' 2'-3" 2-3 2'-3' 1'
—
/ n °� � CAP INFO I /�\
CAP INFO / / NUMBER OF O KEY PLAN // //VV p
o ` CAP INFO paEs 2 Pts SSE HTS
NUMBER OF NUMBER OF NET CAPACITY 389 K
(12) P18 -� ( 7 P18 8'-0'
PILES PILES O " Puw woaTa
�.. THICKNESS 32'
NET CAPACITY 2230 K Ali Developer.
/ ' I / NET CAPACITY 1290 K 1 -9 4 -6 1 -9 ��
REINFORCING Pa
THICKNESS 64" / / / THICKNESS 62" (6) P E D C O R
REINFORCING o_ �- SHORT
REINFORCING #8x3'-0", �y��•.w
N /. DIRECTION To
Z -. _ _ _ j SHORT (16) n SHOT (12) (JB:Z�Ydi
^1- /— / DIRECTION #1ox12'-D" ? - L 1 LONG
DIRECTION Oz10'-9"
�y- w/ �./ T/ LONG (18) / .{./ LONG (14) "� DIRECTION fe raes', DEVELOPMENT CO.
-- DIRECTION #10x16'-6" L� DIRECTION #10x12'-0'
Pmjed:
PGI2 - 12 PILE GROUP ,� PG7 - 7 PILE GROUP o� PG2 - 2 PILE GROUP 02
2'-6-6"
#5z (7 0 t2° oc SCALE: Y4" = 1'-0" PG.2_2504g B40 SCALE: Y4" = 1'-0" PG07_25049 B40 SCALE: Yl = 1'-0' P102_25049 B40
W
T/SLA
-(SEE PLAN) 12'-6"
n
7=--
4'-0" 4'-6' 4'-0'
ti n
V
CONCRETE 4 6' 4 6" 1
-OPENINGROUND ENTIRE COLUMN SEE SCHEDULE FOR TIES
W c:
DOWELS TO MATCH ' / / / / 7
COLUMN REINFORCING / / / B" \ CAP INFO cccc
__CCNC WALL C CLASS B SPUCE _
( w) o CAP INFO
NUMBER OF (3) P18
T NUMBER OF (8) P18 PILES (1) C:
PILES o NET CAPACITY 577 K C
NET CAPACITY 1490 K / \ THICKNESS Q. (� "
90' OR 180' HOOKS MAY / /
QBE ROTATED TOWARD THICKNESS 62" REINFORCING` ` L N
CENTER OF PILE o REINFORCING ;9 (11 ) 08 E
L.L C
7
SHORT (14) DIRECTION THREE L
/ 1 DIRECTION #10x10'-9" 10'-6Y4' WAYS —1 CU
C2828 PLAN DETAIL ,8 � B CE 0403 F� t,a i ,I - G PILE GAP (PG) LONG #014) LONG
INFORMATION AT TUNNEL -(SEE PLAN) I I I W
SCALE: 44" =,'-D" DE`N089 2=.051 B40 SECTION (� TUNNEL FULLHGT#, PG8 - 8 PILE GROUP os PG3 - 3 PILE GROUP 03 W
6 180' HOOK -
SCALE: 4Yi = 1'-0' ET#081_250`1 B40 SCALE: Ya" = 1'-0° POOB-25049 B40 SCALE: Y4" = 1'-0" PG03_25049 840
&M
1. PRECAST MANUFACTURER IS TO
PROVIDE ANCHOR ROD LAYOUT
PLAN TO MATCH PRECAST
COLUMN BASE PLATE
PATTERNS. CONTRACTOR IS TO
COORDINATE GEOMETRY OF
ANCHOR RODS w/ PRECAST
COLUMN SHOP DRAWINGS
2. ALTERNATE: THE CONTRACTOR
MAY ELECT TO SUBSTITUTE
EPDXY ANCHOR RODS AS
FOLLOWS:
1Y4' DIAxl5' EMBEDMENT
F1554 ANCHOR RODS (FULL
S-6'
CAP INFO
U\�Y nrubryi
THREAD) SET WITH HILTI HY
1'-9" V-9"
NUMBER OF
PILES (1) P78
�
\ \`�\�:'Ei\STEREO'•..
CAP INFO
150 ADHESIVE
NET CAPACITY 240 KNo.'
SEE PLAN�SEE
NUMBER OF (6) P18
PILES
jBxT-6'
THICKNESS 32"
_ 860325
NET CAPACITY 1133 K
THICKNESS 54"
-� /
°i�
°' /
REINFORCING
SHORT N/A
DIRECTION
O
Oxoix
REINFORCING
SHORT (14)T
o. vi
LONG N/A
DIRECTION
McCOMAS
DIRECTION #8x7'-6*
Revisions:
DETAIL
ALT' 14'0 ANCHOR
LONG (14)
LARGER THAN 1y4_ ARE
PROVIDE (4)#5 w/ STD
LIEU LU w.-. fL.0
DIRECTION 1801'4'
RODS FOR FUTURE PRECAST
REQUIRED FOR ADJUSTMENT OF
�}'" / 1'-9° 4'-6" 1'-9'
PG11 - 11 PILE GROUP „ PG6 - 6 PILE GROUP os PG1 - 1 PILE GROUP
SCALE: Y4" = 1'-0" PG1L25049 640 SCALE: 144" = 1'-0' PG06_25049 B40 SCALE: 144" = 1'-0' FON-03713 B40 L -_r-L
-_ I-9' 2'-3' 2'-3" 2-3 2'-3' 1'
—
/ n °� � CAP INFO I /�\
CAP INFO / / NUMBER OF O KEY PLAN // //VV p
o ` CAP INFO paEs 2 Pts SSE HTS
NUMBER OF NUMBER OF NET CAPACITY 389 K
(12) P18 -� ( 7 P18 8'-0'
PILES PILES O " Puw woaTa
�.. THICKNESS 32'
NET CAPACITY 2230 K Ali Developer.
/ ' I / NET CAPACITY 1290 K 1 -9 4 -6 1 -9 ��
REINFORCING Pa
THICKNESS 64" / / / THICKNESS 62" (6) P E D C O R
REINFORCING o_ �- SHORT
REINFORCING #8x3'-0", �y��•.w
N /. DIRECTION To
Z -. _ _ _ j SHORT (16) n SHOT (12) (JB:Z�Ydi
^1- /— / DIRECTION #1ox12'-D" ? - L 1 LONG
DIRECTION Oz10'-9"
�y- w/ �./ T/ LONG (18) / .{./ LONG (14) "� DIRECTION fe raes', DEVELOPMENT CO.
-- DIRECTION #10x16'-6" L� DIRECTION #10x12'-0'
Pmjed:
PGI2 - 12 PILE GROUP ,� PG7 - 7 PILE GROUP o� PG2 - 2 PILE GROUP 02
2'-6-6"
#5z (7 0 t2° oc SCALE: Y4" = 1'-0" PG.2_2504g B40 SCALE: Y4" = 1'-0" PG07_25049 B40 SCALE: Yl = 1'-0' P102_25049 B40
W
T/SLA
-(SEE PLAN) 12'-6"
n
7=--
4'-0" 4'-6' 4'-0'
ti n
V
CONCRETE 4 6' 4 6" 1
-OPENINGROUND ENTIRE COLUMN SEE SCHEDULE FOR TIES
W c:
DOWELS TO MATCH ' / / / / 7
COLUMN REINFORCING / / / B" \ CAP INFO cccc
__CCNC WALL C CLASS B SPUCE _
( w) o CAP INFO
NUMBER OF (3) P18
T NUMBER OF (8) P18 PILES (1) C:
PILES o NET CAPACITY 577 K C
NET CAPACITY 1490 K / \ THICKNESS Q. (� "
90' OR 180' HOOKS MAY / /
QBE ROTATED TOWARD THICKNESS 62" REINFORCING` ` L N
CENTER OF PILE o REINFORCING ;9 (11 ) 08 E
L.L C
7
SHORT (14) DIRECTION THREE L
/ 1 DIRECTION #10x10'-9" 10'-6Y4' WAYS —1 CU
C2828 PLAN DETAIL ,8 � B CE 0403 F� t,a i ,I - G PILE GAP (PG) LONG #014) LONG
INFORMATION AT TUNNEL -(SEE PLAN) I I I W
SCALE: 44" =,'-D" DE`N089 2=.051 B40 SECTION (� TUNNEL FULLHGT#, PG8 - 8 PILE GROUP os PG3 - 3 PILE GROUP 03 W
6 180' HOOK -
SCALE: 4Yi = 1'-0' ET#081_250`1 B40 SCALE: Ya" = 1'-0° POOB-25049 B40 SCALE: Y4" = 1'-0" PG03_25049 840
&M
1. PRECAST MANUFACTURER IS TO
PROVIDE ANCHOR ROD LAYOUT
PLAN TO MATCH PRECAST
COLUMN BASE PLATE
PATTERNS. CONTRACTOR IS TO
COORDINATE GEOMETRY OF
ANCHOR RODS w/ PRECAST
COLUMN SHOP DRAWINGS
2. ALTERNATE: THE CONTRACTOR
MAY ELECT TO SUBSTITUTE
EPDXY ANCHOR RODS AS
FOLLOWS:
1Y4' DIAxl5' EMBEDMENT
F1554 ANCHOR RODS (FULL
_OT/PILE CAP
+(SEE PLAN)
SECTION
_-X" CHAMFER (TYP)
,y --STEEL SHIMS
- + _-BASE PLATE
;
m�
- --- -
, a
-GONG COLUMN -
THREAD) SET WITH HILTI HY
ALL OTHER GRADE BEAMS:
-9'
6' i' -T-
12,_6"
SEE SCHEDULE FOR REINF SIZES
150 ADHESIVE
18"0 AUGER -CAST PILE w/ 1'-9' 4'-6'
SEE PLAN�SEE
PLAN
jBxT-6'
3. VERIFY ANCHOR ROD DIAMETER
Issue Date Drawn By Checked By
NET CAPACITY 1 1675 K
z < ®I
NOTES:
WITH PC MANUFACTURER SHOP
/-ALT: 14"x15° EMBEDMENT
o. vi
REOb
1. SEE PLAN FOR GRID PLACEMENT.
DRAWINGS, NOTIFY ENGINEER
IF ANCHOR ROD DIAMETERS
Revisions:
DETAIL
ALT' 14'0 ANCHOR
2. AT P3232, PROVIDE ANCHOR
LARGER THAN 1y4_ ARE
PROVIDE (4)#5 w/ STD
\ �-
(4) 1X"0 (F1554) ANCHOR
PER COLUMN
RODS FOR FUTURE PRECAST
REQUIRED FOR ADJUSTMENT OF
�}'" / 1'-9° 4'-6" 1'-9'
�R006
I
®I
COLUMN AS INDICATED ON PLAN.
EMBEDMENT DEPTHS.
C3232 &
P3232
PLAN
DETAIL
SHORT
(14)
1s
1y"0 (F15 4)
SCALE: 4Y4' = 1'-0"
1
DET#102_25049 640
ANCHOR RODS
\S J
VARIES
O
T
6' x 6' POCKETS FILL w/-
I-
1'-4' 1
VARIES
i'-4" i
7,000 PS NON -SHRINK GROUT \\
DIRECTION
11002'-0'
AFTER ALL COLUMN BASE \
LONG
COLUMNS ABOVE - j
SEE PLAN FOR SIZE
CONNECTIONS ARE MADE
_OT/PILE CAP
+(SEE PLAN)
SECTION
_-X" CHAMFER (TYP)
,y --STEEL SHIMS
- + _-BASE PLATE
;
m�
- --- -
, a
i
1
ALL OTHER GRADE BEAMS:
-9'
6' i' -T-
12,_6"
THICKNESS Q.
_ o
18"0 AUGER -CAST PILE w/ 1'-9' 4'-6'
4'-6" 1'-9' r
SHORT(11)
DIRECTION
jBxT-6'
4000 psi GROUT. PROVIDE (�
Issue Date Drawn By Checked By
NET CAPACITY 1 1675 K
z < ®I
TEMPORARY CASING AS
V
/-ALT: 14"x15° EMBEDMENT
o. vi
REOb
DIRECTION
F1554 ANCHOR ROD IN
Revisions:
DETAIL
ALT' 14'0 ANCHOR
HILT HY 150 EPDXY.
(14)
PROVIDE (4)#5 w/ STD
\ �-
(4) 1X"0 (F1554) ANCHOR
PER COLUMN
S
HOOK AND #4 CIRCULAR
TIES (3) 0 3", (3) 0 6',
�}'" / 1'-9° 4'-6" 1'-9'
�R006
I
®I
BALANCE 012' OC
CAP INFO CAP INFO
_OT/PILE CAP
+(SEE PLAN)
SECTION
_-X" CHAMFER (TYP)
,y --STEEL SHIMS
- + _-BASE PLATE
;
m�
NUMBER OF (4) P18
PILES
, a
i
1
ALL OTHER GRADE BEAMS:
-9'
6' i' -T-
BID SET B.200
THICKNESS Q.
NUMBER OF (9) P18
PILES
--HEAVY HEX NUT
(TOP AND BOTT)
REINFORCING
SHORT(11)
DIRECTION
jBxT-6'
••.. PILE GROUP (PG)
Issue Date Drawn By Checked By
NET CAPACITY 1 1675 K
12/041J6 I LKPA I .IAF
LONG
(11)
REINFORCING
SE SHIM
PACKS. GROUT UNDER COLUMN i
SHORT
DIRECTION
•I
Revisions:
DETAIL
ALT' 14'0 ANCHOR
LONG
(14)
THICKNESS 6$
•I
I
REINFORCING
SHORT
(14)
1
1.
DIRECTION
11002'-0'
/ / /
LONG
(14)
•
"i
DIRECTION
#10x12'-0'
.;I
NUMBER OF (4) P18
PILES
�. S-9"
--GBi & GB4: (2) j6 x—je" TA8
i
1
ALL OTHER GRADE BEAMS:
-9'
6' i' -T-
BID SET B.200
TYPICAL P18 AUGER -CAST PILE,3 PG9 - 9 PILE GROUP os " PG4 - 4 PILE GROUP o4 5TEEL1111)5ET5.200 05123M
SCALE: 4'i" = 1'-0" DET#069_25049 640 SCALE: Ya" = 1'-0° PG09_25049 XQ40 o -
SCALE: Y4" = 1'-0° PG04_25049 640
-GRADE BEAM (GB)
T -TCB
+(SEE PLAN)
---_ 17,_0•
" L ;_ 10.-0. _-
4' 4- WITH
1911
0____
x xPL WASHER TFI 178 0
HOLE (TOP AND BOTT) 2" OF WELD\
TO BASE PLATE
NUMBER OF (4) P18
PILES
�. S-9"
--GBi & GB4: (2) j6 x—je" TA8
NET CAPACITY 762 K
4-'-6-'
ALL OTHER GRADE BEAMS:
-9'
6' i' -T-
BID SET B.200
THICKNESS Q.
BASE PLATE
--HEAVY HEX NUT
(TOP AND BOTT)
REINFORCING
SHORT(11)
DIRECTION
jBxT-6'
••.. PILE GROUP (PG)
Issue Date Drawn By Checked By
��
12/041J6 I LKPA I .IAF
LONG
(11)
REINFORCING
SE SHIM
PACKS. GROUT UNDER COLUMN i
SHORT
DIRECTION
#8c7'-6'
Revisions:
TYPICAL P18 AUGER -CAST PILE,3 PG9 - 9 PILE GROUP os " PG4 - 4 PILE GROUP o4 5TEEL1111)5ET5.200 05123M
SCALE: 4'i" = 1'-0" DET#069_25049 640 SCALE: Ya" = 1'-0° PG09_25049 XQ40 o -
SCALE: Y4" = 1'-0° PG04_25049 640
-GRADE BEAM (GB)
T -TCB
+(SEE PLAN)
---_ 17,_0•
" L ;_ 10.-0. _-
4' 4- WITH
1911
0____
x xPL WASHER TFI 178 0
HOLE (TOP AND BOTT) 2" OF WELD\
TO BASE PLATE
I��\
`-CIP COL BELOW 0 SIM
�. S-9"
--GBi & GB4: (2) j6 x—je" TA8
4-'-6-'
4-'-6-'
ALL OTHER GRADE BEAMS:
-9'
6' i' -T-
THICKNESS
DOWELS TO MATCH SIZE
BASE PLATE
--HEAVY HEX NUT
(TOP AND BOTT)
AND SPACING OF GB REINF
�- A
GROUT BED 7,000 PSI
#10x10'-9'
••.. PILE GROUP (PG)
OUT
��
1 1
U(SHRIN�hEL
�-
T/STOE®A
REINFORCING
SE SHIM
PACKS. GROUT UNDER COLUMN i
SHORT
NOTE:
SEE 13/SB403 FOR PILE
--PILE REINF &COLUMN TO PG
MUST BE 3,000 PS BEFORE i
DOUBLE TEES ARE ERECTED
1Y4"0 ANCHOR RODS
(F1554 STEEL)
DETAIL
ALT' 14'0 ANCHOR
LONG
(14)
- - I - RODS
NOTE (F1554 STEEL) EPDXY —6"x6'0` PLATE WASHER
PROVIDE ANCHOR RODS FOR FUTURE ANCHORED w/ 1%"0 HOLE i
CAP INFO
4'-0° 4'-6" 4'-6' 4'-0°
(10) P18
4-'-6-'
4-'-6-'
4
-9'
6' i' -T-
THICKNESS
�9"
REINFORCING
SHORT
(14)
DIRECTION
#10x10'-9'
LONG
(16)
DIRECTION
#10216'-6'
50'
of
REINFORCING
Sheet Number.
SHORT
(14)
1 Ti
DIRECTION
JBx9'-6'
LONG
CAP INFO
NUMBER OF
(10) P18
PILES
NET CAPACITY
1646 K
THICKNESS
64"
REINFORCING
SHORT
(14)
DIRECTION
#10x10'-9'
LONG
(16)
DIRECTION
#10216'-6'
CAST P3264 & P3270 PLAN DETAILDMNa.A51NIWGATEDDN o TYPICAL PC COLUMN BASE SEC -TACK WELD NUT TO ROD TION ,7 TYP GRADE BEAM TO PG DETAIL ,4 PG10 - 10 PILE GROUP ,o PG5 - 5 PILE GROUP o5 �„L�"e;
SCALE: 4Y4° = 1'-0" DETg103_25049 B40 SCALE: 4'; = l'-0" TTPC-08_25049 B40 SCALE: 44" = Y-0" DFTg091_25051 B40 SCALE: Y4" = 1'-0" PGIO-25049 B40 SCALE: Y4" = V-0 2
' PGo51049 840
Project Number:
25051
CAP INFO
Sheet Title:
NUMBER OF
(5) P18
SECTIONS AND
PILES
DETAILS
NET CAPACITY
938 K
THICKNESS
50'
REINFORCING
Sheet Number.
SHORT
(14)
DIRECTION
JBx9'-6'
LONG
(14)
DIRECTION
CAST P3264 & P3270 PLAN DETAILDMNa.A51NIWGATEDDN o TYPICAL PC COLUMN BASE SEC -TACK WELD NUT TO ROD TION ,7 TYP GRADE BEAM TO PG DETAIL ,4 PG10 - 10 PILE GROUP ,o PG5 - 5 PILE GROUP o5 �„L�"e;
SCALE: 4Y4° = 1'-0" DETg103_25049 B40 SCALE: 4'; = l'-0" TTPC-08_25049 B40 SCALE: 44" = Y-0" DFTg091_25051 B40 SCALE: Y4" = 1'-0" PGIO-25049 B40 SCALE: Y4" = V-0 2
' PGo51049 840