A A - Viskartech · for bar bending schedule: rc-54 drawing: job: project information customer: job...
Transcript of A A - Viskartech · for bar bending schedule: rc-54 drawing: job: project information customer: job...
67
68
69
70
1 7
2 8
3 9
4
5
6
REFER: RC-51 THRU RC-53
3. FOR SECTION DETAILS: RC-53
1. FOR L2 TO L5 FLOOR LEVEL COLUMN
2. FOR COLUMN REINFORCEMENT DETAILS
FRAMING PLAN: RC-50
REFERENCE:
4. FOR BAR BENDING SCHEDULE: RC-54
B B E E
F F
1
1 2
2 3
3
3.6
3.6
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
H H
G G
F F
E E
D D
CC
B B
A A
C C
G GA A
D D
L LK K
L2 THRU L5 LEVEL COLUMN FRAMING PLAN N
N N
P P
H
H
J
J
M
M
10
11
13
12
15
14 18
23
24
16
17
19
20
21
22
29
28
27 34
35
36
30
31
40
41
42
37 43
38 44
51A
46
47A
52
53
54
5549
48
58
59
60
61
62
63
66
DRAWING:
JOB:
PRO
JECT I
NFO
RM
ATIO
N
CU
STO
MER:
JOB N
AM
E:
LO
CATIO
N:
DESCRIP
TIO
N:
REF:
JOB #
:
DETAIL
ER:
EM
AIL
:
PH
ON
E:
DATE:
FO
R:
BY:
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LD
USE
TH
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TO
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NO
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LY.T
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ACIL
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REBAR.D
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S.
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REFER T
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TS O
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ON
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MARKED
WIL
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BM
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AS
DETAIL
ED
,CM
C R
EBAR A
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OR E
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AU
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BY
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DESCRIP
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:
RC-50
PARC R
IVER
SID
E 2
L2 T
HR
U L
5 L
EVEL C
OLU
MN
FR
AM
ING
PLAN
RG
S
24"x16"
24"x16"
24"x16"
36 DIA
(TYP.)
24"x16"
24"x16"
24"x16"24"x16"
16"x24"
24"x16"&
24"x16"
16"x24"
24"x16"&
24"x16"
16"x24"
24"x16"&
4 #9-9B001 V
13 #3-3B002 @03" OUTER TIES
13 #3-3B002 @03" OUTER TIES
1 #3-3B002 @16" OUTER TIES
2 #9-9B005 V DWLS2 #9-9B005 V DWLS
4 #9-9B011 V
9 #3-3B002 @03" OUTER TIES
5 #3-3B002 @03" OUTER TIES
3 #3-3B002 @16" OUTER TIES
2 #9-9B005 V DWLS
2 #9-9B005 V DWLS
4 #9-9B004 V
13 #3-3B002 @03" OUTER TIES
13 #3-3B002 @03" OUTER TIES
1 #3-3B002 @16" OUTER TIES
2 #9-9B014 V DWLS
2 #9-9B014 V DWLS
4 #9-9B013 V
13 #3-3B002 @03" OUTER TIES
13 #3-3B002 @03" OUTER TIES
1 #3-3B002 @16" OUTER TIES
2 #9-9B003 V DWLS
2 #9-9B003 V DWLS
1 #9-9B009 V
2 #9-9B010 V
1 #9-9B009 V
2 #9-9B012 V DWLS
2 #9-9B012 V DWLS
6 #11-11B003 V
13 #3-3B002 @03" OUTER TIES
13 #3-3B002 @03" OUTER TIES
1 #3-3B002 @16" OUTER TIES
2 #9-9B007 V DWLS
2 #9-9B007 V DWLS
4 #9-9B006 V
13 #3-3B002 @03" OUTER TIES
13 #3-3B002 @03" OUTER TIES
1 #3-3B002 @16" OUTER TIES
2 #9-9B003 V DWLS
2 #9-9B003 V DWLS
4 #9-9B010 V
9 #3-3B002 @03" OUTER TIES
5 #3-3B002 @03" OUTER TIES
3 #3-3B002 @16" OUTER TIES
2 #9-9B008 V DWLS
2 #9-9B008 V DWLS
4 #9-9B004 V
13 #3-3B002 @03" OUTER TIES
13 #3-3B002 @03" OUTER TIES
1 #3-3B002 @16" OUTER TIES
2 #9-9B003 V DWLS
2 #9-9B003 V DWLS
4 #9-9B002 V
13 #3-3B002 @03" OUTER TIES
13 #3-3B002 @03" OUTER TIES
1 #3-3B002 @16" OUTER TIES
2 #9-9B007 V DWLS
2 #9-9B007 V DWLS
4 #9-9B010 V
9 #3-3B002 @03" OUTER TIES
5 #3-3B002 @03" OUTER TIES
3 #3-3B002 @16" OUTER TIES
2 #9-9B008 V DWLS
2 #9-9B008 V DWLS
4 #9-9B004 V
(SIM)2
2
(SIM)(SIM)
(SIM)2
2
9 #3-3B002 @03" OUTER TIES
1 #3-3B002 @16" OUTER TIES
1 #3-3B002 @16" OUTER TIES
5 #3-3B002 @03" OUTER TIES
2 #3-3B002 @16" OUTER TIES
4 #9-9B001 V
9 #3-3B002 @03" OUTER TIES
1 #3-3B002 @16" OUTER TIES
1 #3-3B002 @16" OUTER TIES
5 #3-3B002 @03" OUTER TIES
2 #3-3B002 @16" OUTER TIES
4 #9-9B001 V
9 #3-3B002 @03" OUTER TIES
1 #3-3B002 @16" OUTER TIES
1 #3-3B002 @16" OUTER TIES
5 #3-3B002 @03" OUTER TIES
2 #3-3B002 @16" OUTER TIES4 #9-9B001 V
(SIM)
(SIM)2
2
12 #4-4B002 @03" INNER TIES
5 #4-4B002 @03" INNER TIES
3 #4-4B002 @16" INNER TIES
12 #4-4B001 @03" OUTER TIES
5 #4-4B001 @03" OUTER TIES
3 #4-4B001 @16" OUTER TIES
(SIM)(SIM)
22
(SIM)(SIM)
22
(+)69-07
Level
(+)69-07
Level
(+)60-03
Level
(+)60-03
Level
(+)50-11
Level
(+)50-11
Level
(+)41-07
Level
(+)41-07
Level
(+)41-07
Level
(+)50-11
Level
(+)60-03
Level
(+)69-07
Level
(+)69-07
Level
(SIM)(SIM)
22
(+)69-07
Level
(+)60-03
Level
(+)60-03
Level
(+)50-11
Level Level
(+)50-11
(+)41-07
Level
(+)41-07
Level
(SIM)(SIM)
22
22
(SIM) (SIM)22
11
3-0
5
(SIM) (SIM)22
36 D
IA
(SIM) (SIM)22
3-0
5
36 D
IA
3-0
5
36 D
IA
(SIM) (SIM)22
(SIM) (SIM)22
36 D
IA
(SIM) (SIM)22
3-0
5
36 D
IA
36 D
IA
36 D
IA
36 D
IA
36
DIA
36 D
IA
36 D
IA
1
1
30 D
IA
2-1
0
1
30 D
IA
2-1
0
1
30 D
IA
2-1
0
30 D
IA
2-1
0
1
11
24"x16"
24"x16"
9 #3-3B002 @03" OUTER TIES
1 #3-3B002 @16" OUTER TIES
1 #3-3B002 @16" OUTER TIES
5 #3-3B002 @03" OUTER TIES
2 #3-3B002 @16" OUTER TIES
24"x16"
ELEVATION - BCOLUMN - 2
ELEVATION - CCOLUMN - 3
ELEVATION - DCOLUMN - 4COLUMN - 1
ELEVATION - A ELEVATION - E
35, 38, 40, 41, 44, 46, 47A, 48, 49, 51A, 5253, 54, 55, 58, 59, 63, 66, 67, 68 & 69)
(5, 8, 9, 10, 13, 17, 21, 24, 27, 28, 31, 34NO OF COLUMN - 33
FRAMING PLAN: RC-50
23"
A0204, A0205, A0206, A0180a-d
S0303, S0304, S0500
S0204, S0205, S0206, S0207, S0301,DWLS
REF.
TYP.
REINF.
THK.
1. TYPICAL CLEARENCE ARE AS FOLLOWS
COLUMN :-
ALL SIDES - 1 1/2"
THICKNESS
COLUMN
VERTICAL
DOWELS
REFERENCE
TYPICAL
REINFORCEMENT#7
#8
#9
#10
#11
23"
27"
30"
34"
38"
43"
1. SLOPE COLUMN PROVIDED.
2. TYPICAL DETAILS FOLLOWED.
3. COLUMN REINFORCEMENT FOLLOWEDAS PER COLUMN SCHEDULE.
4. THE VERTICAL BARS ARRENGEMENTFOLLOWED.
#5 19"
#6 27"
32"
36"
41"
46"
51"
17"
20"
22"
25"
28"
31"
14"
REFER: RC-51 THRU RC-53
3. FOR SECTION DETAILS: RC-53
1. FOR L2 TO L5 FLOOR LEVEL COLUMN
2. FOR COLUMN REINFORCEMENT DETAILS
C
V
BAR SIZE 36 DIA30 DIA
GC VERIFY:-ARCHITECTURAL REFERENCE:
COVER DETAILS:
STRUCTURAL REFERENCE: LEGEND:
22 DIA
REFERENCE:
LAP VALUE:
ARRANGEMENT FOLLOWED.(TYP.)
GC VERIFY SLOPED COLUMN REINF.
GC VERIFY TIES ARRANGMENT
FOLLOWED. (TYP.)
OF COLUMN LEVEL FOLLOWED.
GC VERIFY TOP AND BOTTOM
4. FOR BAR BENDING SCHEDULE: RC-54DRAWING:
JOB:
PRO
JECT I
NFO
RM
ATIO
N
CU
STO
MER:
JOB N
AM
E:
LO
CATIO
N:
DESCRIP
TIO
N:
REF:
JOB #
:
DETAIL
ER:
EM
AIL
:
PH
ON
E:
DATE:
FO
R:
BY:
FIE
LD
USE
TH
IS D
RAW
ING
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DESCRIP
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:
RC-51
PARC R
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SID
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L2 T
HR
U L
5 L
EVEL C
OLU
MN
REIN
FO
RCEM
EN
T D
ETAIL
S
RG
S
24"x16"
1
1
1
1
30 D
IA
2-1
0
1
1
44
30 D
IA
2-1
0
30 D
IA
2-1
0
30 D
IA
2-1
0
30 D
IA
2-1
0
30 D
IA
2-1
0
22 D
IA
2-0
1
9 #3-3B001 @03" OUTER TIES
5 #3-3B001 @03" OUTER TIES
3 #3-3B001 @18" OUTER TIES
9 #3-3B001 @03" OUTER TIES
5 #3-3B001 @03" OUTER TIES
3 #3-3B001 @18" OUTER TIES
12 #4-4B004 @03" OUTER TIES
5 #4-4B004 @03" OUTER TIES
3 #4-4B004 @18" OUTER TIES
(SIM) (SIM)1
30 D
IA
1
2-1
0
16"x24"
24"x16"&
16"x24"
24"x16"&
1
30 D
IA
2-1
0
1
30 D
IA
2-1
0
16"x24"
24"x16"&
(SIM) (SIM)11
18" DIA
1
18" DIA
16"x24"
24"x16"&
18" DIA
8 #9x12-02 V
8 #9x12-02 V
8 #11x12-02 V
16"x24"
16"x24"
9 #3-3B002 @03" OUTER TIES
1 #3-3B002 @16" OUTER TIES
1 #3-3B002 @16" OUTER TIES
5 #3-3B002 @03" OUTER TIES
2 #3-3B002 @16" OUTER TIES4 #9-9B001 V
9 #3-3B002 @03" OUTER TIES
1 #3-3B002 @16" OUTER TIES
1 #3-3B002 @16" OUTER TIES
5 #3-3B002 @03" OUTER TIES
2 #3-3B002 @16" OUTER TIES4 #9-9B001 V
12 #4-4B002 @03" INNER TIES
1 #4-4B002 @16" INNER TIES
1 #4-4B002 @16" INNER TIES
5 #4-4B002 @03" INNER TIES
2 #4-4B002 @16" INNER TIES
12 #4-4B001 @03" OUTER TIES
1 #4-4B001 @16" OUTER TIES
1 #4-4B001 @16" OUTER TIES
5 #4-4B001 @03" OUTER TIES
2 #4-4B001 @16" OUTER TIES
1 #11-11B002 V
1 #11x10-09 V
2 #11-11B002 V1 #11x10-09 V
1 #11-11B002 V
(SIM) (SIM)11
16"x24"
(SIM) (SIM)11
9 #3-3B002 @03" OUTER TIES
1 #3-3B002 @16" OUTER TIES
1 #3-3B002 @16" OUTER TIES
5 #3-3B002 @03" OUTER TIES
2 #3-3B002 @16" OUTER TIES
4 #9-9B001 V
9 #3-3B002 @03" OUTER TIES
1 #3-3B002 @16" OUTER TIES
1 #3-3B002 @16" OUTER TIES
5 #3-3B002 @03" OUTER TIES
2 #3-3B002 @16" OUTER TIES
4 #9-9B001 V
9 #3-3B003 @03" INNER TIES
1 #3-3B003 @16" INNER TIES
1 #3-3B003 @16" INNER TIES
5 #3-3B003 @03" INNER TIES
2 #3-3B003 @16" INNER TIES
9 #3-3B002 @03" OUTER TIES
1 #3-3B002 @16" OUTER TIES
1 #3-3B002 @16" OUTER TIES
5 #3-3B002 @03" OUTER TIES
2 #3-3B002 @16" OUTER TIES
1 #9-9B001 V
1 #9x10-09 V
2 #9-9B001 V
1 #9x10-09 V1 #9-9B001 V
2-0
1
22 D
IA
30 D
IA
2-1
0
22 D
IA
2-0
1
9 #3-3B003 @03" INNER TIES
1 #3-3B003 @16" INNER TIES
1 #3-3B003 @16" INNER TIES
5 #3-3B003 @03" INNER TIES
2 #3-3B003 @16" INNER TIES
9 #3-3B002 @03" OUTER TIES
1 #3-3B002 @16" OUTER TIES
1 #3-3B002 @16" OUTER TIES
5 #3-3B002 @03" OUTER TIES
2 #3-3B002 @16" OUTER TIES1 #9-9B001 V
1 #9x10-09 V
2 #9-9B001 V
1 #9x10-09 V
1 #9-9B001 V
12 #4-4B002 @03" INNER TIES
1 #4-4B002 @16" INNER TIES
16"x24"
1 #4-4B002 @16" INNER TIES 24"x16"
5 #4-4B002 @03" INNER TIES
2 #4-4B002 @16" INNER TIES
&
12 #4-4B001 @03" OUTER TIES
1 #4-4B001 @16" OUTER TIES
1 #4-4B001 @16" OUTER TIES
5 #4-4B001 @03" OUTER TIES
2 #4-4B001 @16" OUTER TIES
6 #11-11B002 V
12 #4-4B002 @03" INNER TIES
1 #4-4B002 @16" INNER TIES1 #4-4B002 @16" INNER TIES
5 #4-4B002 @03" INNER TIES
2 #4-4B002 @16" INNER TIES
12 #4-4B001 @03" OUTER TIES
1 #4-4B001 @16" OUTER TIES
1 #4-4B001 @16" OUTER TIES
5 #4-4B001 @03" OUTER TIES
2 #4-4B001 @16" OUTER TIES
6 #11-11B001 V
16"x24"
24"x16"&
(+)69-07
Level
(+)60-03
Level
(+)50-11
Level
9 #3-3B003 @03" INNER TIES
1 #3-3B003 @16" INNER TIES
1 #3-3B003 @16" INNER TIES
5 #3-3B003 @03" INNER TIES
2 #3-3B003 @16" INNER TIES
9 #3-3B002 @03" OUTER TIES
1 #3-3B002 @16" OUTER TIES
1 #3-3B002 @16" OUTER TIES
5 #3-3B002 @03" OUTER TIES
2 #3-3B002 @16" OUTER TIES
(+)41-07
Level
1 #9-9B001 V
1 #9x10-09 V
2 #9-9B001 V
1 #9x10-09 V
1 #9-9B001 V
12 #4-4B002 @03" INNER TIES
1 #4-4B002 @16" INNER TIES
1 #4-4B002 @16" INNER TIES
5 #4-4B002 @03" INNER TIES
2 #4-4B002 @16" INNER TIES
12 #4-4B001 @03" OUTER TIES
1 #4-4B001 @16" OUTER TIES
1 #4-4B001 @16" OUTER TIES
5 #4-4B001 @03" OUTER TIES
2 #4-4B001 @16" OUTER TIES
6 #11-11B002 V
12 #4-4B003 @03" INNER TIES
1 #4-4B003 @16" INNER TIES
1 #4-4B003 @16" INNER TIES
5 #4-4B003 @03" INNER TIES
2 #4-4B003 @16" INNER TIES
12 #4-4B001 @03" OUTER TIES
1 #4-4B001 @16" OUTER TIES1 #4-4B001 @16" OUTER TIES
5 #4-4B001 @03" OUTER TIES
2 #4-4B001 @16" OUTER TIES
1 #11x7-10 V DWLS
1 #11x7-10 V DWLS1 #11-11B001 V
2 #11x11-03 V
2 #11-11B001 V
2 #11x11-03 V
1 #11-11B001 V
(+)41-07
Level
(+)50-11
Level
(+)60-03
Level
(+)69-07
Level
22 D
IA
(+)41-07
Level
(+)50-11
Level
(+)60-03
Level
(+)69-07
Level
(+)69-07
Level
(+)60-03
Level
(+)50-11
Level
(+)41-07
Level
(+)41-07
Level
(+)50-11
Level
(+)60-03
Level
(+)69-07
Level
2-0
7
30 D
IA
3-0
7
30 D
IA
2-1
0
30 D
IA
3-0
7
(SIM) (SIM)33
33
(SIM) (SIM)33
(SIM) (SIM)22
30 D
IA
2-1
0
(SIM) (SIM)22
30 D
IA
2-1
0
(SIM) (SIM)22
(SIM) (SIM)22
55
6 6
1 1
24"x16"
11
24"x16"
6(SIM) (SIM)
6
1 1
ELEVATION - J
(12 & 16)NO OF COLUMN - 2
ELEVATION - K
(15 & 61)NO OF COLUMN - 2
ELEVATION - FCOLUMN - 6
ELEVATION - G
(7, 14 & 18)NO OF COLUMN - 3
ELEVATION - H
(11, 20, 42, 43 & 62)NO OF COLUMN - 5
23"A0204, A0205, A0206, A0180a-d
S0303, S0304, S0500
S0204, S0205, S0206, S0207, S0301,
DWLS
REF.
TYP.
REINF.
THK.
1. TYPICAL CLEARENCE ARE AS FOLLOWS
COLUMN :-
ALL SIDES - 1 1/2"
THICKNESS
COLUMN
VERTICAL
DOWELS
REFERENCE
TYPICAL
REINFORCEMENT#7
#8
#9
#10
#11
23"
27"
30"
34"
38"
43"
1. SLOPE COLUMN PROVIDED.
2. TYPICAL DETAILS FOLLOWED.
3. COLUMN REINFORCEMENT FOLLOWEDAS PER COLUMN SCHEDULE.
4. THE VERTICAL BARS ARRENGEMENTFOLLOWED.
#5 19"
#6 27"
32"
36"
41"
46"
51"
17"
20"
22"
25"
28"
31"
14"
C
V
BAR SIZE 36 DIA30 DIAGC VERIFY:-ARCHITECTURAL REFERENCE:
COVER DETAILS:
STRUCTURAL REFERENCE: LEGEND:
22 DIA
LAP VALUE:
ARRANGEMENT FOLLOWED.(TYP.)
GC VERIFY CIRCULAR COLUMN REINF.
ARRANGEMENT FOLLOWED.(TYP.)
GC VERIFY SLOPED COLUMN REINF.
GC VERIFY TIES ARRANGMENT
FOLLOWED. (TYP.)
OF COLUMN LEVEL FOLLOWED.
GC VERIFY TOP AND BOTTOM
REFER: RC-51 THRU RC-53
3. FOR SECTION DETAILS: RC-53
1. FOR L2 TO L5 FLOOR LEVEL COLUMN
2. FOR COLUMN REINFORCEMENT DETAILS
FRAMING PLAN: RC-50
REFERENCE:
4. FOR BAR BENDING SCHEDULE: RC-54
DRAWING:
JOB:
PRO
JECT I
NFO
RM
ATIO
N
CU
STO
MER:
JOB N
AM
E:
LO
CATIO
N:
DESCRIP
TIO
N:
REF:
JOB #
:
DETAIL
ER:
EM
AIL
:
PH
ON
E:
DATE:
FO
R:
BY:
FIE
LD
USE
TH
IS D
RAW
ING
TO
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IN
CO
NJU
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ARCH
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RAL D
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IATE P
LACIN
G O
F R
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FO
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NLY.D
O
NO
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DRAW
ING
FO
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CTIO
N.A
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IMEN
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NS O
R E
LEVATIO
NS
NO
TED
IN
TH
IS D
OCU
MEN
TARE F
OR R
EFEREN
CE
ON
LY.T
O F
ACIL
IATE A
PPRO
VAL &
OR P
LACEM
EN
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F
REBAR.D
ISCREPAN
CIE
S S
HO
ULD
BE N
OTED
AT T
HE
TIM
E O
F A
PPRO
VAL.C
MC R
EBAR A
SSU
MES N
O
LIA
BIL
ITY F
OR D
IMEN
SIO
NAL E
RRO
RS I
N T
HE
LAYO
UT O
F T
HE B
UIL
DIN
G O
R F
ORM
S.
APPRO
VAL A
UTH
ORIT
YALL I
TEM
S T
HAT A
RE C
LO
UD
ED
&/O
R
MARKED
"VERIF
Y"
REFER T
O
QU
ESTIO
NS,O
MIS
SIO
NS,C
ON
FLIC
TS O
R
ERRO
RS I
N T
HE C
ON
TRACT
DO
CU
MEN
TS .U
NLESS C
ORRECTIV
E A
CTIO
N
IS I
ND
ICATED
ON
TH
IS A
PPRO
VAL,A
LL I
TEM
S
SO
MARKED
WIL
L B
E A
SSU
MED
CO
RRECT A
S
SU
BM
ITTED
,AN
D F
URN
ISH
ED
AS
DETAIL
ED
,CM
C R
EBAR A
SSU
MES N
O
RESPO
NSIB
ILIT
Y F
OR E
RRO
RS C
AU
SED
BY
LACK O
F R
EQ
UESTED
IN
FO
RM
ATIO
N.
DESCRIP
TIO
NR
EV
:
RC-52
PARC R
IVER
SID
E 2
L2 T
HR
U L
5 L
EVEL C
OLU
MN
REIN
FO
RCEM
EN
T D
ETAIL
S
RG
S
(SIM) (SIM)22
6(SIM) (SIM)
6
6(SIM) (SIM)
6
6(SIM) (SIM)
6
1
11
1
1
1
1
1 1
24"x16"
24"x16"
24"x16"
9 #3-3B001 @03" OUTER TIES
5 #3-3B001 @03" OUTER TIES
3 #3-3B001 @18" OUTER TIES
9 #3-3B001 @03" OUTER TIES
5 #3-3B001 @03" OUTER TIES
3 #3-3B001 @18" OUTER TIES
9 #3-3B001 @03" OUTER TIES
5 #3-3B001 @03" OUTER TIES
3 #3-3B001 @18" OUTER TIES
1
30 D
IA
2-1
0
30 D
IA
2-1
0
1
18" DIA
30 D
IA
2-1
0
18" DIA
1
18" DIA
30 D
IA
2-1
0
30 D
IA
2-1
0
(SIM) (SIM)11
30 D
IA
2-1
0
22 D
IA
2-0
1
30 D
IA
2-1
0
22 D
IA
2-0
1
(+)41-07
Level
(+)50-11
Level
(+)60-03
Level
16"x24"
24"x16"
(+)69-07
Level
&
(SIM) (SIM)11
(+)41-07
Level
30 D
IA
2-1
0
(+)50-11
Level
9 #3-3B002 @03" OUTER TIES
1 #3-3B002 @16" OUTER TIES
1 #3-3B002 @16" OUTER TIES
5 #3-3B002 @03" OUTER TIES
(+)60-03
Level
2 #3-3B002 @16" OUTER TIES
4 #9-9B001 V
9 #3-3B003 @03" INNER TIES
1 #3-3B003 @16" INNER TIES
1 #3-3B003 @16" INNER TIES
5 #3-3B003 @03" INNER TIES
2 #3-3B003 @16" INNER TIES
9 #3-3B002 @03" OUTER TIES
1 #3-3B002 @16" OUTER TIES
1 #3-3B002 @16" OUTER TIES
5 #3-3B002 @03" OUTER TIES
2 #3-3B002 @16" OUTER TIES
1 #9-9B001 V
1 #9x10-09 V
2 #9-9B001 V
1 #9x10-09 V
1 #9-9B001 V
12 #4-4B002 @03" INNER TIES
1 #4-4B002 @16" INNER TIES
1 #4-4B002 @16" INNER TIES
5 #4-4B002 @03" INNER TIES
2 #4-4B002 @16" INNER TIES
12 #4-4B001 @03" OUTER TIES
1 #4-4B001 @16" OUTER TIES
1 #4-4B001 @16" OUTER TIES
5 #4-4B001 @03" OUTER TIES
2 #4-4B001 @16" OUTER TIES
6 #11-11B002 V
(+)69-07
Level
(+)69-07
Level
16"x24"
24"x16"&
(+)60-03
Level
Level
(+)50-11
(+)41-07
Level
(SIM) (SIM)11
16"x24"
24"x16"&
12 #4-4B002 @03" INNER TIES
1 #4-4B002 @16" INNER TIES
1 #4-4B002 @16" INNER TIES
5 #4-4B002 @03" INNER TIES
2 #4-4B002 @16" INNER TIES
12 #4-4B001 @03" OUTER TIES
1 #4-4B001 @16" OUTER TIES
1 #4-4B001 @16" OUTER TIES
5 #4-4B001 @03" OUTER TIES
2 #4-4B001 @16" OUTER TIES
6 #11-11B002 V
12 #4-4B002 @03" INNER TIES
1 #4-4B002 @16" INNER TIES
1 #4-4B002 @16" INNER TIES
5 #4-4B002 @03" INNER TIES
2 #4-4B002 @16" INNER TIES
12 #4-4B001 @03" OUTER TIES
1 #4-4B001 @16" OUTER TIES
1 #4-4B001 @16" OUTER TIES
5 #4-4B001 @03" OUTER TIES
2 #4-4B001 @16" OUTER TIES
6 #11-11B001 V
12 #4-4B003 @03" INNER TIES
1 #4-4B003 @16" INNER TIES
1 #4-4B003 @16" INNER TIES
5 #4-4B003 @03" INNER TIES
2 #4-4B003 @16" INNER TIES
12 #4-4B001 @03" OUTER TIES
1 #4-4B001 @16" OUTER TIES
1 #4-4B001 @16" OUTER TIES
5 #4-4B001 @03" OUTER TIES
2 #4-4B001 @16" OUTER TIES
1 #11x7-10 V DWLS
1 #11x7-10 V DWLS
1 #11-11B001 V
2 #11x11-03 V
2 #11-11B001 V
2 #11x11-03 V1 #11-11B001 V
(SIM) (SIM)44
9 #3-3B002 @03" OUTER TIES
1 #3-3B002 @16" OUTER TIES
1 #3-3B002 @16" OUTER TIES
5 #3-3B002 @03" OUTER TIES
2 #3-3B002 @16" OUTER TIES
4 #9-9B001 V
9 #3-3B002 @03" OUTER TIES
1 #3-3B002 @16" OUTER TIES
1 #3-3B002 @16" OUTER TIES
5 #3-3B002 @03" OUTER TIES
2 #3-3B002 @16" OUTER TIES
4 #9-9B001 V
9 #3-3B002 @03" OUTER TIES
1 #3-3B002 @16" OUTER TIES
1 #3-3B002 @16" OUTER TIES
5 #3-3B002 @03" OUTER TIES
2 #3-3B002 @16" OUTER TIES
4 #9-9B001 V
4 #9x12-02 V Alt.4 #9x10-09 V Alt.
8 #9x12-02 V
8 #9x12-02 V
30 D
IA
3-0
7
30 D
IA
3-0
7
(SIM) (SIM)33
16"x24"
16"x24"
16"x24"
30 D
IA
2-1
0
30 D
IA
2-1
0
(SIM) (SIM)22
(SIM) (SIM)22
(SIM) (SIM)22
ELEVATION - L
(19, 23, 30 & 37)NO OF COLUMN - 4
ELEVATION - M
(22, 29 & 36)NO OF COLUMN - 3 COLUMN - 60
ELEVATION - NCOLUMN - 70
ELEVATION - P
SECTION-1 SECTION-3 SECTION-4
(TYP.)
SECTION-2
2-000-01 1/2 2-00
1-0
4
2-00
1-0
4 1-0
4
2-00
1-0
4
#9 V
#3 @16" OUTER TIES
#11 V
#4 @16" INNER TIES
#4 @16" OUTER TIES
#9 V
#3 @16" OUTER TIES
#3 @16" INNER TIES
#11 V
#4 @16" OUTER TIES
#4 @16" INNER TIES
#11 V
#4 @18" OUTER TIES
SECTION-6
G = 1-00
18" DIA
#9 V
#3 @18" OUTER TIES
SECTION-5
G = 1-0518" DIA
A0204, A0205, A0206, A0180a-d
S0303, S0304, S0500
S0204, S0205, S0206, S0207, S0301,
DWLS
REF.
TYP.
REINF.
THK.
1. TYPICAL CLEARENCE ARE AS FOLLOWS
COLUMN :-
ALL SIDES - 1 1/2"
THICKNESS
COLUMN
VERTICAL
DOWELS
REFERENCE
TYPICAL
REINFORCEMENT
C
V
ARCHITECTURAL REFERENCE:
COVER DETAILS:
STRUCTURAL REFERENCE:
LEGEND:
REFER: RC-51 THRU RC-53
3. FOR SECTION DETAILS: RC-53
1. FOR L2 TO L5 FLOOR LEVEL COLUMN
2. FOR COLUMN REINFORCEMENT DETAILS
FRAMING PLAN: RC-50
REFERENCE:
4. FOR BAR BENDING SCHEDULE: RC-54
ARRANGEMENT FOLLOWED.(TYP.)
GC VERIFY SLOPED COLUMN REINF.
GC VERIFY TIES ARRANGMENT
FOLLOWED. (TYP.)
OF COLUMN LEVEL FOLLOWED.
GC VERIFY TOP AND BOTTOM
23"
#7
#8
#9
#10
#11
23"
27"
30"
34"
38"
43"
1. SLOPE COLUMN PROVIDED.
2. TYPICAL DETAILS FOLLOWED.
3. COLUMN REINFORCEMENT FOLLOWEDAS PER COLUMN SCHEDULE.
4. THE VERTICAL BARS ARRENGEMENTFOLLOWED.
#5 19"
#6 27"
32"
36"
41"
46"
51"
17"
20"
22"
25"
28"
31"
14"
BAR SIZE 36 DIA30 DIA
GC VERIFY:-
22 DIA
LAP VALUE:
ARRANGEMENT FOLLOWED.(TYP.)
GC VERIFY CIRCULAR COLUMN REINF.
DRAWING:
JOB:
PRO
JECT I
NFO
RM
ATIO
N
CU
STO
MER:
JOB N
AM
E:
LO
CATIO
N:
DESCRIP
TIO
N:
REF:
JOB #
:
DETAIL
ER:
EM
AIL
:
PH
ON
E:
DATE:
FO
R:
BY:
FIE
LD
USE
TH
IS D
RAW
ING
TO
BE U
SED
IN
CO
NJU
NCTIO
N W
/
STRU
CTU
RAL A
ND
ARCH
ITECTU
RAL D
OCU
MEN
TS T
O
FACIL
IATE P
LACIN
G O
F R
EIN
FO
RCIN
G B
ARS O
NLY.D
O
NO
T U
SE T
HIS
DRAW
ING
FO
R L
AYO
UT O
R
CO
NSTRU
CTIO
N.A
NY D
IMEN
SIO
NS O
R E
LEVATIO
NS
NO
TED
IN
TH
IS D
OCU
MEN
TARE F
OR R
EFEREN
CE
ON
LY.T
O F
ACIL
IATE A
PPRO
VAL &
OR P
LACEM
EN
T O
F
REBAR.D
ISCREPAN
CIE
S S
HO
ULD
BE N
OTED
AT T
HE
TIM
E O
F A
PPRO
VAL.C
MC R
EBAR A
SSU
MES N
O
LIA
BIL
ITY F
OR D
IMEN
SIO
NAL E
RRO
RS I
N T
HE
LAYO
UT O
F T
HE B
UIL
DIN
G O
R F
ORM
S.
APPRO
VAL A
UTH
ORIT
YALL I
TEM
S T
HAT A
RE C
LO
UD
ED
&/O
R
MARKED
"VERIF
Y"
REFER T
O
QU
ESTIO
NS,O
MIS
SIO
NS,C
ON
FLIC
TS O
R
ERRO
RS I
N T
HE C
ON
TRACT
DO
CU
MEN
TS .U
NLESS C
ORRECTIV
E A
CTIO
N
IS I
ND
ICATED
ON
TH
IS A
PPRO
VAL,A
LL I
TEM
S
SO
MARKED
WIL
L B
E A
SSU
MED
CO
RRECT A
S
SU
BM
ITTED
,AN
D F
URN
ISH
ED
AS
DETAIL
ED
,CM
C R
EBAR A
SSU
MES N
O
RESPO
NSIB
ILIT
Y F
OR E
RRO
RS C
AU
SED
BY
LACK O
F R
EQ
UESTED
IN
FO
RM
ATIO
N.
DESCRIP
TIO
NR
EV
:
RC-53
PARC R
IVER
SID
E 2
L2 T
HR
U L
5 L
EVEL C
OLU
MN
REIN
FO
RCEM
EN
T D
ETAIL
S
RG
S
A
B
G
O
T3A
B
C
D
K
H
O
31
3
A
J
B
CD
E
F
G
K
H
O
B
C
D
17
G
T5A
J
B
BEND SCHEDULE
MARK SIZE QTY SHAPE A B C D E F G H J K O R
3B001 #3 85 T3A 0-04 0-04 1-00 1-03
3B002 #3 2688 T2 0-04 1-09 1-01 1-09 1-01 0-04
3B003 #3 234 T5 0-05 1-01 0-04 0-03
4B001 #4 524 T2 0-04 1/2 1-09 1-01 1-09 1-01 0-04 1/2
4B002 #4 419 T5 0-06 1-01 0-04 1/2 0-04
4B003 #4 105 T2 0-04 1/2 0-09 1-01 0-09 1-01 0-04 1/2
4B004 #4 20 T3A 0-04 1/2 0-04 1/2 1-05 1-03
9B001 #9 544 31 7-11 1-03 1/4 3-00 0-02 3/4 1-03 12-02
9B002 #9 4 30 3-05 9-01 3-05 0-01 1/4
9B003 #9 12 3 3-11 3-07 0-03 1/4 3-07 7-06
9B004 #9 12 17 3-05 9-01
9B005 #9 8 3 3-11 3-07 0-10 3-06 7-05
9B006 #9 4 30 3-05 9-01 3-05 0-02
9B007 #9 8 3 3-11 3-07 0-04 3-06 3/4 7-05 3/4
9B008 #9 8 3 3-11 3-07 0-06 1/4 3-06 1/2 7-05 1/2
9B009 #9 2 30 3-05 9-01 3/4 3-04 3/4 0-03 1/2
9B010 #9 10 30 3-05 9-01 1/2 3-04 3/4 0-03 1/2
9B011 #9 4 30 3-05 9-03 3-04 1/2 0-06 1/4
9B012 #9 4 3 3-11 3-07 0-07 3-06 1/2 7-05 1/2
9B013 #9 4 30 3-05 9-01 1/4 3-04 3/4 0-02 3/4
9B014 #9 4 3 3-11 3-07 0-04 3/4 3-06 3/4 7-05 3/4
11B001 #11 50 31 7-07 1/2 1-06 3/4 3-09 0-03 1/4 1-06 1/2 12-11
11B002 #11 78 31 7-07 1/2 1-06 3/4 3-00 0-03 1/4 1-06 1/2 12-02
11B003 #11 6 17 4-03 9-01
#3 A615-60 3007 6726.03 0.38
#4 A615-60 1068 3179.64 0.67
#9 A615-60 694 27954.09 3.40
#11 A615-60 178 11383.99 5.31
Grand Total 4947 49243.75
REBAR WEIGHT SUMMARYBAR SIZE GRADE USED NO. OF BARS WEIGHT (LBS) REBAR UNIT WEIGHT
B
C
J
G
K
H
30
G
E
D
T2A
B
C
ARCHITECTURAL REFERENCE:A0204, A0205, A0206, A0180a-d
S0303, S0304, S0500
STRUCTURAL REFERENCE:S0204, S0205, S0206, S0207, S0301,
REFERENCE:
REFER: RC-51 THRU RC-53
3. FOR SECTION DETAILS: RC-53
1. FOR L2 TO L5 FLOOR LEVEL COLUMN
2. FOR COLUMN REINFORCEMENT DETAILS
4. FOR BAR BENDING SCHEDULE: RC-54
FRAMING PLAN: RC-50
DRAWING:
JOB:
PRO
JECT I
NFO
RM
ATIO
N
CU
STO
MER:
JOB N
AM
E:
LO
CATIO
N:
DESCRIP
TIO
N:
REF:
JOB #
:
DETAIL
ER:
EM
AIL
:
PH
ON
E:
DATE:
FO
R:
BY:
FIE
LD
USE
TH
IS D
RAW
ING
TO
BE U
SED
IN
CO
NJU
NCTIO
N W
/
STRU
CTU
RAL A
ND
ARCH
ITECTU
RAL D
OCU
MEN
TS T
O
FACIL
IATE P
LACIN
G O
F R
EIN
FO
RCIN
G B
ARS O
NLY.D
O
NO
T U
SE T
HIS
DRAW
ING
FO
R L
AYO
UT O
R
CO
NSTRU
CTIO
N.A
NY D
IMEN
SIO
NS O
R E
LEVATIO
NS
NO
TED
IN
TH
IS D
OCU
MEN
TARE F
OR R
EFEREN
CE
ON
LY.T
O F
ACIL
IATE A
PPRO
VAL &
OR P
LACEM
EN
T O
F
REBAR.D
ISCREPAN
CIE
S S
HO
ULD
BE N
OTED
AT T
HE
TIM
E O
F A
PPRO
VAL.C
MC R
EBAR A
SSU
MES N
O
LIA
BIL
ITY F
OR D
IMEN
SIO
NAL E
RRO
RS I
N T
HE
LAYO
UT O
F T
HE B
UIL
DIN
G O
R F
ORM
S.
APPRO
VAL A
UTH
ORIT
YALL I
TEM
S T
HAT A
RE C
LO
UD
ED
&/O
R
MARKED
"VERIF
Y"
REFER T
O
QU
ESTIO
NS,O
MIS
SIO
NS,C
ON
FLIC
TS O
R
ERRO
RS I
N T
HE C
ON
TRACT
DO
CU
MEN
TS .U
NLESS C
ORRECTIV
E A
CTIO
N
IS I
ND
ICATED
ON
TH
IS A
PPRO
VAL,A
LL I
TEM
S
SO
MARKED
WIL
L B
E A
SSU
MED
CO
RRECT A
S
SU
BM
ITTED
,AN
D F
URN
ISH
ED
AS
DETAIL
ED
,CM
C R
EBAR A
SSU
MES N
O
RESPO
NSIB
ILIT
Y F
OR E
RRO
RS C
AU
SED
BY
LACK O
F R
EQ
UESTED
IN
FO
RM
ATIO
N.
DESCRIP
TIO
NR
EV
:
RC-54
PARC R
IVER
SID
E 2
L2 T
HR
U L
5 L
EVEL C
OLU
MN
BAR
BEN
DIN
G S
CH
ED
ULE
RG
S