Download - A A - Viskartech · for bar bending schedule: rc-54 drawing: job: project information customer: job name: location: description: ref: ... parc riverside 2 l2 thru l5 level column

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:

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PARC R

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SID

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L2 T

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5 L

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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"





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:

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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.


COLUMN :-

ALL SIDES - 1 1/2"

THICKNESS

COLUMN

VERTICAL

DOWELS

REFERENCE

TYPICAL

REINFORCEMENT#7

#8

#9

#10

#11

23"

27"

30"

34"

38"

43"





#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:


GC VERIFY CIRCULAR COLUMN REINF.




FOLLOWED. (TYP.)







FRAMING PLAN: RC-50

REFERENCE:


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

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NJU

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/

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ND

ARCH

ITECTU

RAL D

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MEN

TS T

O

FACIL

IATE P

LACIN

G O

F R

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FO

RCIN

G B

ARS O

NLY.D

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NO

T U

SE T

HIS

DRAW

ING

FO

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UT O

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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

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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.


COLUMN :-

ALL SIDES - 1 1/2"

THICKNESS

COLUMN

VERTICAL

DOWELS

REFERENCE

TYPICAL

REINFORCEMENT

C

V

ARCHITECTURAL REFERENCE:

COVER DETAILS:

STRUCTURAL REFERENCE:

LEGEND:





FRAMING PLAN: RC-50

REFERENCE:





FOLLOWED. (TYP.)



23"

#7

#8

#9

#10

#11

23"

27"

30"

34"

38"

43"





#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:


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

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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

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FO

R L

AYO

UT O

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CO

NSTRU

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N.A

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IMEN

SIO

NS O

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LEVATIO

NS

NO

TED

IN

TH

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MEN

TARE F

OR R

EFEREN

CE

ON

LY.T

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LACEM

EN

T O

F

REBAR.D

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S S

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ULD

BE N

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AT T

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TIM

E O

F A

PPRO

VAL.C

MC R

EBAR A

SSU

MES N

O

LIA

BIL

ITY F

OR D

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SIO

NAL E

RRO

RS I

N T

HE

LAYO

UT O

F T

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UIL

DIN

G O

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ORM

S.

APPRO

VAL A

UTH

ORIT

YALL I

TEM

S T

HAT A

RE C

LO

UD

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&/O

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"VERIF

Y"

REFER T

O

QU

ESTIO

NS,O

MIS

SIO

NS,C

ON

FLIC

TS O

R

ERRO

RS I

N T

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DO

CU

MEN

TS .U

NLESS C

ORRECTIV

E A

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ND

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ON

TH

IS A

PPRO

VAL,A

LL I

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S

SO

MARKED

WIL

L B

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SSU

MED

CO

RRECT A

S

SU

BM

ITTED

,AN

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URN

ISH

ED

AS

DETAIL

ED

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C R

EBAR A

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O

RESPO

NSIB

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OR E

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RS C

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BY

LACK O

F R

EQ

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IN

FO

RM

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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:






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

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IN

CO

NJU

NCTIO

N W

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STRU

CTU

RAL A

ND

ARCH

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TS T

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FACIL

IATE P

LACIN

G O

F R

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FO

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G B

ARS O

NLY.D

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NO

T U

SE T

HIS

DRAW

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UT O

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NSTRU

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N.A

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IMEN

SIO

NS O

R E

LEVATIO

NS

NO

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IN

TH

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TARE F

OR R

EFEREN

CE

ON

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REBAR.D

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NAL E

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APPRO

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UTH

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YALL I

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HAT A

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Y"

REFER T

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QU

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FLIC

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RC-54

PARC R

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S

Download - A A - Viskartech · for bar bending schedule: rc-54 drawing: job: project information customer: job name: location: description: ref: ... parc riverside 2 l2 thru l5 level column

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