structur l reference: rchitectur l reference

NORTH- ISOLATED FOOTING PLAN- PARKING

WF10

WF24

WF1

WF16

WF4

WF16

WF16

WF10

WF1

WF5

WF16

F14.0

F7.0

F11.0

P1P1

WF1

WF6

F13.0F12.0

P1 P1

WF11,WF12

WF7

WF1 WF1

F6.0

F6.0

WF13

WF8

WF2

F14.0

P1

WF14

F9.0

F9.0

WF9

WF2

F8.0

F13.0

P1

WF21WF3

WF23

WF15

F16.0

F6.0

P1

WF20

WF22

WF17

WF18

WF17

WF19

WF16

P1

P1

PF

PE

PD

PC

PB

PA

P2

P2

P3

P3

P4

P4

P5

P5

P6

P6

P7

P7

P8

P8

P9

P9

P10

P10

P11

P11

PF

PE

PD

PC

PB

PA

A/E VERIFY FOOTING SIZE AND

REINFORCEMENT FOLLOWED

A/E VERIFY IF FOOTINGNEEDS TO BE STEPPED.

(DT.05/02/18)

1. S0-01, S1-02, S5-01, S5-02, S5-03, S10-01 (DT.05/02/18)

1. A0-21, A1-21A, A1-21A.1, A1-21A.2, A1-21B, A1-21B.1, A1-21B.2

STRUCTURAL REFERENCE:

ARCHITECTURAL REFERENCE:

1. FOR BUILDING 1- NORTH ISOLATED FOOTING

FRAMING- PARKING PLAN REFER RF-01


REINF. DETAILS REFER RF-02 & RF-03

3. FOR BUILDING 1- NORTH BBS & SECTION

REFERENCE:

REFER RF-04

DRAWING:

JOB #:

PR

OJE

CT I

NFO

RM

ATIO

N

CU

STO

MER

:

JOB N

AM

E:

LO

CATIO

N:

DESCR

IPTIO

NR

EF:

JOB #

:

DETAIL

ER

:

EM

AIL

:

PH

ON

E:

DATE:

FO

R:

BY:

FIE

LD

USE

TH

IS D

RAW

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TO

BE U

SED

IN

CO

NJU

NCTIO

N W

/

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RAL A

ND

AR

CH

ITECTU

RAL D

OCU

MEN

TS T

O

FACIL

IATE P

LACIN

G O

F R

EIN

FO

RCIN

G B

AR

S O

NLY.D

O

NO

T U

SE T

HIS

DR

AW

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FO

R L

AYO

UT O

R

CO

NSTR

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N.A

NY D

IMEN

SIO

NS O

R E

LEVATIO

NS

NO

TED

IN

TH

IS D

OCU

MEN

TAR

E F

OR

REFER

EN

CE

ON

LY.T

O F

ACIL

IATE A

PPR

OVAL &

OR

PLACEM

EN

T O

F

REBAR

.DIS

CR

EPAN

CIE

S S

HO

ULD

BE N

OTED

AT T

HE

TIM

E O

F A

PPR

OVAL.

APPR

OVA

L A

UTH

OR

ITY

ALL I

TEM

S T

HAT A

RE C

LO

UD

ED

&/O

R

MAR

KED

"VER

IFY"

REFER

TO

QU

ESTIO

NS,O

MIS

SIO

NS,C

ON

FLIC

TS O

R

ER

RO

RS I

N T

HE C

ON

TR

ACT

DO

CU

MEN

TS .

UN

LESS C

OR

RECTIV

E A

CTIO

N

IS I

ND

ICATED

ON

TH

IS A

PPR

OVAL,A

LL I

TEM

S

SO

MAR

KED

WIL

L B

E A

SSU

MED

CO

RR

ECT A

S

SU

BM

ITTED

,AN

D F

UR

NIS

HED

AS D

ETAIL

ED

.

DESCR

IPTIO

NR

EV

:

TH

E S

TAN

DAR

D A

T F

OR

T C

OLLIN

S

NO

RTH

ISO

LATED

FO

OTIN

G F

RAM

ING

PLAN

- PAR

KIN

GR

GS

BAR SIZE

#3

#4

#5

#6

#7

#8

#9

#10

#11

f'c= 3000Psi

9

11

14

17

19

22

25

28

31

HOOK LENGTHS

BAR SIZE

#3

#4

#5

#6

#7

#8

#9

#10

#11

3000Psi (CASE1)

22

29

36

43

63

72

81

91

101

4000Psi (CASE1)

19

25

31

37

54

62

70

79

87

CLASS B LAP SPLICE

LAP TABLE:

S.NO

1

2

LEVEL

(+)5008-06

(+)5010-00

NO. OF COLUMNS

1

1

LEVEL TABLE FOR F9.0 FOOTING






REFERENCE:

REFER RF-04

4. LAP VALUE FOLLOWED.

1. COVER VALUE FOLLOWED (TYP.).

2. COLUMN DOWELS REINFORCEMENT FOLLOWED (TYP.).

3. BAR ARRANGEMENT FOLLOWED.

A/E VERIFY:1. TYPICAL CLEARANCE ARE AS FOLLOWS

FOR ISOLATED FOOTINGS.

BOT & SIDES- 3"

COVER VALUE:


S.NO

1

2

LEVEL

(+)5008-06

(+)5010-00

NO. OF COLUMNS

1

2

T.O.F

(+)5015-00

NO OF PILASTER- 01 (P1)

FOOTING- F7.0NO. OF FOOTINGS- 1GRID LOCATION: ([email protected])

12 #10-10A004 COL DWLS

3 #3-3A001 TEMP TIES

7 #6-6A001 B1

7 #6-6A001 B2

C (SIM)

1-03 THK

C (SIM)

7-00

7-00

3-04 THK

(+)5010-00

T.O.F

16-00

16-00

12 #10-10A006 COL DWLS


16 #10-10A001 B1

16 #10-10A001 B2

NO OF COLUMNS- 01 (P1)

D D


(+)5014-00

Level

14-00

14-00

PRECAST COLUMN

14 #9-9A002 B1

14 #9-9A002 B2


2-10 THK

B B

PRECAST COLUMN

FOOTING- F9.0NO. OF FOOTINGS- 2GRID LOCATION: ([email protected]), ([email protected])

9 #7-7A002 B1

9 #7-7A002 B2

1-09 THK

A (SIM)A (SIM)

9-00

9-00

PRECAST COLUMN


8 #7-7A001 B1

8 #7-7A001 B2

1-06 THK

A A

(+)5010-00

T.O.F

8-00

8-00

PRECAST COLUMN

FOOTING- F6.0NO. OF FOOTINGS- 3GRID LOCATION: ([email protected]), ([email protected]), ([email protected])

6 #6-6A002 B1

6 #6-6A002 B2

1-02 THK

6-00

6-00

A (SIM)A (SIM)

DRAWING:

JOB #:

PR

OJE

CT I

NFO

RM

ATIO

N

CU

STO

MER

:

JOB N

AM

E:

LO

CATIO

N:

DESCR

IPTIO

NR

EF:

JOB #

:

DETAIL

ER

:

EM

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:

PH

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DATE:

FO

R:

BY:

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TH

IS D

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EN

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O

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ACIL

IATE A

PPR

OVAL &

OR

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EN

T O

F

REBAR

.DIS

CR

EPAN

CIE

S S

HO

ULD

BE N

OTED

AT T

HE

TIM

E O

F A

PPR

OVAL.

APPR

OVA

L A

UTH

OR

ITY

ALL I

TEM

S T

HAT A

RE C

LO

UD

ED

&/O

R

MAR

KED

"VER

IFY"

REFER

TO

QU

ESTIO

NS,O

MIS

SIO

NS,C

ON

FLIC

TS O

R

ER

RO

RS I

N T

HE C

ON

TR

ACT

D

OCU

MEN

TS .

UN

LESS C

OR

RECTIV

E A

CTIO

N

IS I

ND

ICATED

ON

TH

IS A

PPR

OVAL,A

LL I

TEM

S

SO

MAR

KED

WIL

L B

E A

SSU

MED

CO

RR

ECT A

S

SU

BM

ITTED

,AN

D F

UR

NIS

HED

AS D

ETAIL

ED

.

DESCR

IPTIO

NR

EV

:

TH

E S

TAN

DAR

D A

T F

OR

T C

OLLIN

S

REIN

FO

RCEM

EN

T D

ETAIL

S O

F I

SO

LATED

FO

OTIN

G-P

AR

KIN

G (

NO

RTH

BU

ILD

ING

)

RG

S

BAR SIZE

#3

#4

#5

#6

#7

#8

#9

#10

#11

3000Psi (CASE1)

22

29

36

43

63

72

81

91

101

4000Psi (CASE1)

19

25

31

37

54

62

70

79

87

CLASS B LAP SPLICE

LAP TABLE:

BAR SIZE

#3

#4

#5

#6

#7

#8

#9

#10

#11

f'c= 3000Psi

9

11

14

17

19

22

25

28

31

HOOK LENGTHS





A/E VERIFY:

1. TYPICAL CLEARANCE ARE AS FOLLOWS


BOT & SIDES- 3"

COVER VALUE:

BOTTOM SECOND LAYERB2

THICKNESSTHK

REINFORCEMENTREINF.

TOP OF FOOTINGT.O.F

COLUMNCOL

DOWELSDWLS

B1 BOTTOM FIRST LAYER

LEGENDS:






REFERENCE:

REFER RF-04

(DT.05/02/18)

1. S0-01, S1-02, S5-01, S5-02, S5-03, S10-01 (DT.05/02/18)

1. A0-21, A1-21A, A1-21A.1, A1-21A.2, A1-21B, A1-21B.1, A1-21B.2



14-00

14-00

12 #10-10A005 COL DWLS


14 #9-9A002 B1

14 #9-9A002 B2

(+)5018-00

T.O.F



D D

2-10 THK

13-00

13-00

12 #10-10A003 COL DWLS

3 #3-3A001 @10" TEMP TIES

13 #9-9A001 B1

13 #9-9A001 B2


FOOTING- F13.0NO. OF FOOTINGS- 2GRID LOCATION: ([email protected]), ([email protected])

D D

2-08 THK


S.NO

1

2

LEVEL

(+)5018-00

(+)5021-00

NO. OF COLUMNS

1

1

12-00

(+)5015-00

T.O.F

12 #10-10A007 COL DWLS


12 #9-9A003 B1

12 #9-9A003 B2



D

2-06 THK

D

12-00

A/E VERIFY F11.0 DIMENSION

THK & REINF. FOLLOWEDNO OF PILASTER- 01 (P1)


12 #10-10A002 COL DWLS


11 #9-9A004 B1

11 #9-9A004 B2

2-03 THK

(+)5015-00

T.O.F

C C

11-00

11-00

DRAWING:

JOB #:

PR

OJE

CT I

NFO

RM

ATIO

N

CU

STO

MER

:

JOB N

AM

E:

LO

CATIO

N:

DESCR

IPTIO

NR

EF:

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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RAL A

ND

AR

CH

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TS T

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FACIL

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LACIN

G O

F R

EIN

FO

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G B

AR

S O

NLY.D

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NO

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NS

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OR

REFER

EN

CE

O

NLY.T

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ACIL

IATE A

PPR

OVAL &

OR

PLACEM

EN

T O

F

REBAR

.DIS

CR

EPAN

CIE

S S

HO

ULD

BE N

OTED

AT T

HE

TIM

E O

F A

PPR

OVAL.

APPR

OVA

L A

UTH

OR

ITY

ALL I

TEM

S T

HAT A

RE C

LO

UD

ED

&/O

R

MAR

KED

"VER

IFY"

REFER

TO

QU

ESTIO

NS,O

MIS

SIO

NS,C

ON

FLIC

TS O

R

ER

RO

RS I

N T

HE C

ON

TR

ACT

D

OCU

MEN

TS .

UN

LESS C

OR

RECTIV

E A

CTIO

N

IS I

ND

ICATED

ON

TH

IS A

PPR

OVAL,A

LL I

TEM

S

SO

MAR

KED

WIL

L B

E A

SSU

MED

CO

RR

ECT A

S

SU

BM

ITTED

,AN

D F

UR

NIS

HED

AS D

ETAIL

ED

.

DESCR

IPTIO

NR

EV

:

TH

E S

TAN

DAR

D A

T F

OR

T C

OLLIN

S

REIN

FO

RCEM

EN

T D

ETAIL

S O

F I

SO

LATED

FO

OTIN

G-P

AR

KIN

G (

NO

RTH

BU

ILD

ING

)

RG

S

FOOTING 12.0FOOTING 14.0

GRID LOCATION: ([email protected])

GRID LOCATION: ([email protected])

12 #10 COL DWLS

PILASTER PILASTER

FOR REINF.REFER PLAN

6-09

CLASS B SPLICE

6-09

CLASS B SPLICE

REFER PLAN


REFER PLAN

SECTION-C

FOR T.O.F

REFER TABLE

REFER PLANFOR DIMENSION

FOR DEPTH

REFER PLAN

SECTION-D

FOR T.O.F

REFER TABLE

FOR DIMENSION

FOR DEPTH

12 #10 COL DWLS

BEND SCHEDULE

MARK SIZE QTY SHAPE A B C D E F G H J K O R

3A001 #3 18 T2 0-04 1-10 1-10 1-10 1-10 0-04

6A001 #6 14 1 0-08 6-06 0-08 0-06

6A002 #6 12 1 0-08 5-06 0-08 0-06

7A001 #7 16 1 0-10 7-06 0-10 0-07

7A002 #7 18 1 0-10 8-06 0-10 0-07

9A001 #9 26 17 2-01 12-06 2-01

9A002 #9 56 17 2-01 13-06 2-01

9A003 #9 24 17 2-01 11-06 2-01

9A004 #9 22 1 1-03 10-06 1-03 1-00

10A001 #10 32 17 2-04 15-06 2-04

10A002 #10 12 17 2-04 8-07

10A003 #10 12 17 2-04 9-00

10A004 #10 12 17 2-04 7-07

10A005 #10 12 17 2-04 9-02

10A006 #10 12 17 2-04 9-08

10A007 #10 12 17 2-04 8-09

A

B

C

G

E

D

T2

D

17

B

C

A

J

B

G

1

REFER PLAN

PRECAST COLUMN


REFER PLAN

SECTION-A

FOR T.O.F

REFER TABLE

FOR DIMENSION

FOR DEPTH

REFER PLAN

PRECAST COLUMN


REFER PLAN

SECTION-B

FOR T.O.F

REFER TABLE

FOR DIMENSION

FOR DEPTH

REBAR WEIGHT SUMMARYBAR SIZE GRADE USED NO. OF BARS WEIGHT (LBS) REBAR UNIT WEIGHT

#3 A615-60 18 54.14 0.38

#6 A615-60 26 287.88 1.50

#7 A615-60 34 673.84 2.04

#9 A615-60 128 7087.87 3.40

#10 A615-60 104 6223.57 4.30

Grand Total 310 14327.31






REFERENCE:

REFER RF-04

(DT.05/02/18)

1. S0-01, S1-02, S5-01, S5-02, S5-03, S10-01 (DT.05/02/18)

1. A0-21, A1-21A, A1-21A.1, A1-21A.2, A1-21B, A1-21B.1, A1-21B.2







A/E VERIFY:

1. TYPICAL CLEARANCE ARE AS FOLLOWS


BOT & SIDES- 3"

COVER VALUE:

BAR SIZE

#3

#4

#5

#6

#7

#8

#9

#10

#11

f'c= 3000Psi

9

11

14

17

19

22

25

28

31

HOOK LENGTHS

BAR SIZE

#3

#4

#5

#6

#7

#8

#9

#10

#11

3000Psi (CASE1)

22

29

36

43

63

72

81

91

101

4000Psi (CASE1)

19

25

31

37

54

62

70

79

87

CLASS B LAP SPLICE

LAP TABLE:


THICKNESSTHK

REINFORCEMENTREINF.

TOP OF FOOTINGT.O.F

COLUMNCOL

DOWELSDWLS

B1 BOTTOM FIRST LAYER

LEGENDS:

DRAWING:

JOB #:

PR

OJE

CT I

NFO

RM

ATIO

N

CU

STO

MER

:

JOB N

AM

E:

LO

CATIO

N:

DESCR

IPTIO

NR

EF:

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

/

STR

UCTU

RAL A

ND

AR

CH

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RAL D

OCU

MEN

TS T

O

FACIL

IATE P

LACIN

G O

F R

EIN

FO

RCIN

G B

AR

S O

NLY.D

O

NO

T U

SE T

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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

IS D

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MEN

TAR

E F

OR

REFER

EN

CE

ON

LY.T

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ACIL

IATE A

PPR

OVAL &

OR

PLACEM

EN

T O

F

REBAR

.DIS

CR

EPAN

CIE

S S

HO

ULD

BE N

OTED

AT T

HE

TIM

E O

F A

PPR

OVAL.

APPR

OVA

L A

UTH

OR

ITY

ALL I

TEM

S T

HAT A

RE C

LO

UD

ED

&/O

R

MAR

KED

"VER

IFY"

REFER

TO

QU

ESTIO

NS,O

MIS

SIO

NS,C

ON

FLIC

TS O

R

ER

RO

RS I

N T

HE C

ON

TR

ACT

DO

CU

MEN

TS .

UN

LESS C

OR

RECTIV

E A

CTIO

N

IS I

ND

ICATED

ON

TH

IS A

PPR

OVAL,A

LL I

TEM

S

SO

MAR

KED

WIL

L B

E A

SSU

MED

CO

RR

ECT A

S

SU

BM

ITTED

,AN

D F

UR

NIS

HED

AS D

ETAIL

ED

.

DESCR

IPTIO

NR

EV

:

TH

E S

TAN

DAR

D A

T F

OR

T C

OLLIN

S

NO

RTH

BU

ILD

ING

PAR

KIN

G-

BBS A

ND

SECTIO

N

RG

S

FOR PARKING - ISOLATED FOOTINGREFER DWG : RF-01 THRU RF-04

BUILDING 1- NORTH- ISOLATED FOOTING PLAN

EL:+5030-92

EL:+5028-01

EL:+5027-06

EL:+5029-28

EL:+5028-01

EL:+5027-06

F5.0A

A/E VERIFY F8.0 FOOTINGARRANGEMENT FOLLOWED

F5.0A

EL:+5027-06

T.O.S

T.O.ST.O.S

T.O.S

T.O.S

T.O.S

T.O.S

R.1Q.8Q.7

G.7G.5

6.5

11

12 13

13.2

7.5 10 14

14.5

15 16

16.2

17

R

L

J

H

G

C

U

T

S

Q

N

M

K

I

F

E

D

B

A

1

2

3 4

5

6

7

8 9

F8.0A

F3.0

F3.0

F3.0

F3.0

SS

SS

SS

SS

CC1

F8.0

F10.0

F6.0

F8.0A

F8.0

F8.0

F8.0

F8.0A

F10.0

F8.0

CC2

CC1

CC1

CC1

CC1

CC1

CC1

CC2

CC1

CC1

CC1

F8.0

CC1

F10.0

CC1

F10.0

F10.0

F10.0

F10.0

CC1

CC1

CC1

F8.0A

F10.0

F10.0

F10.0

F10.0

CC1

CC1

CC1

CC1

CC1

CC1

F10.0

CC2

F10.0

CC1

F10.0

F8.0

F8.0

F8.0

CC1

CC1

CC1

CC1

F8.0

CC1

F8.0A

F10.0

F8.0

CC1

CC1

CC1

F5.0A

F5.0A

F8.0

F10.0

F10.0

CC1

CC1

CC1

F5.0A

F10.0

F10.0

CC1

CC1

F8.0

F8.0

CC1

CC1

F6.0A

F8.0

F8.0

CC1

CC1

CC1

F8.0

F3.0

F8.0

SS

CC1

CC1

F3.0

F8.0

F8.0 F8.0

CC1

CC1

CC1

SS

F3.0

SS

F8.0

F6.0A

CC1

CC1

F5.0A

F5.0A

F6.0A

CC1 F5.0A

F8.0

CC1

F3.0F3.0 F3.0

F3.0

F3.0F3.0

F3.0

F3.0F3.0

SS SS

SS

SS

SS

SS

SS

SS

SS

REFERENCE:1. FOR BUILDING 1- NORTH ISOLATED FOOTING

FRAMING PLAN REFER RF-05



3. FOR BUILDING 1- NORTH BBS REFER RF-08

1. S0-01, S1-02, S5-01, S5-02, S5-03, S10-01

1. A0-21, A1-21A, A1-21A.1, A1-21A.2, A1-21B, A1-21B.1, A1-21B.2



DT(05/02/18)

DT(05/02/18)

A/E VERIFY:1. COVER VALUE FOLLOWED (TYP.).



4.STANDEE HEIGHT FOLLOWED LAP VALUE

COVER VALUE:1. TYPICAL CLEARANCE ARE AS FOLLOWS


ALL SIDES- 3"

LEGENDS:B1 BOTTOM FIRST LAYER


THICKNESSTHK

REINFORCEMENTREINF.

TOP OF FOOTINGT.O.F

COLUMNCOL

DOWELSDWLS

TYPICALTYP.TOP 1ST LAYERT1TOP 2ND LAYERT2

LAP TABLE:CLASS B LAP SPLICE

BAR SIZE

#3

#4

#5

#6

#7

#8

#9

#10

#11

3000Psi (CASE1)

22

29

36

43

63

72

81

91

101

4000Psi (CASE1)

19

25

31

37

54

62

70

79

87

HOOK LENGTHS

#3

#4

#5

#6

#7

#8

#9

#10

#11

f'c= 3000Psi

9

11

14

17

19

22

25

28

31

BAR SIZE

DRAWING:

JOB #:

PR

OJE

CT I

NFO

RM

ATIO

N

CU

STO

MER

:

JOB N

AM

E:

LO

CATIO

N:

DESCR

IPTIO

NR

EF:

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

/

STR

UCTU

RAL A

ND

AR

CH

ITECTU

RAL D

OCU

MEN

TS T

O

FACIL

IATE P

LACIN

G O

F R

EIN

FO

RCIN

G B

AR

S O

NLY.D

O

NO

T U

SE T

HIS

DR

AW

ING

FO

R L

AYO

UT O

R

CO

NSTR

UCTIO

N.A

NY D

IMEN

SIO

NS O

R E

LEVATIO

NS

NO

TED

IN

TH

IS D

OCU

MEN

TAR

E F

OR

REFER

EN

CE

O

NLY.T

O F

ACIL

IATE A

PPR

OVAL &

OR

PLACEM

EN

T O

F

REBAR

.DIS

CR

EPAN

CIE

S S

HO

ULD

BE N

OTED

AT T

HE

TIM

E O

F A

PPR

OVAL.

APPR

OVA

L A

UTH

OR

ITY

ALL I

TEM

S T

HAT A

RE C

LO

UD

ED

&/O

R

MAR

KED

"VER

IFY"

REFER

TO

QU

ESTIO

NS,O

MIS

SIO

NS,C

ON

FLIC

TS O

R

ER

RO

RS I

N T

HE C

ON

TR

ACT

D

OCU

MEN

TS .

UN

LESS C

OR

RECTIV

E A

CTIO

N

IS I

ND

ICATED

ON

TH

IS A

PPR

OVAL,A

LL I

TEM

S

SO

MAR

KED

WIL

L B

E A

SSU

MED

CO

RR

ECT A

S

SU

BM

ITTED

,AN

D F

UR

NIS

HED

AS D

ETAIL

ED

.

DESCR

IPTIO

NR

EV

:

TH

E S

TAN

DAR

D A

T F

OR

T C

OLLIN

S

ISO

LATED

FO

OTIN

G F

RAM

ING

PLAN

(N

OR

TH

BU

ILD

ING

1)

RG

S

12 #8-8B005 COL DWLS

NO OF FOOTINGS- 01

FOOTING- F6.0

NO OF COLUMNS- 1 (CC1)

1-04 THK

GRID LOCATION: (2@M)

A A

6-0

0 CC1

6-00

(+)5017-00

T.O.F

3 #3-3B001 TEMP TIES

6 #6x5-06 B1

6 #6x5-06 B2

S.NO

1

2

3

LEVEL

(+)5015-00

(+)5017-00

(+)5018-00

NO. OF COLUMNS

1

1

1

LEVEL TABLE FOR F6.0A FOOTING

FOOTING- F8.0NO OF FOOTINGS- 23

GRID LOCATIONS: (3@A,7@A,8@A,2@E,2@G,7@G,12@J,3.2@H)


GRID LOCATIONS: (9@J,2@K,2@N,2@I,7@I,7.5@J,11@F,14@H)

GRID LOCATIONS: (15@H,13@J,14@J,15@J,16@J,17@J,[email protected])

8-0

0

8-00

2-02 THK

CC1

B (SIM) B (SIM)

8 #7x7-06 B1

8 #7x7-06 B2

8 #7x7-06 T1

8 #7x7-06 T2



4 #4-4B003 @48" STANDEE

CC1

B B

6-0

0

6-00

NO OF FOOTINGS- 03

FOOTING- F6.0A


1-09 THK

GRID LOCATION: ([email protected],[email protected],16@H)

7 #6x5-06 B1

7 #6x5-06 B2

4 #5x5-06 T1

4 #5x5-06 T2



4 #4-4B004 @48" STANDEE

GRID LOCATION: (5@I,5@K,5@M,7@L,5@Q,2@R,4@S,9@L,5@N)

NO OF FOOTINGS- 17

FOOTING- F10.0


2-00 THK

GRID LOCATION: (10@A,5@C,6.5@C,8@D,10@D,5@E,9@F,5@G)

10-0

0

10-00

10 #8x9-06 B1

10 #8x9-06 B2

10 #6x9-06 T1

10 #6x9-06 T2


3 #3-3B001 TEMP TIESCC1

9 #4-4B001 @48" STANDEE

B (SIM) B (SIM)

LEVEL TABLE FOR F8.0A FOOTING

S.NO

1

2

3

LEVEL

(+)5016-06

(+)5019-06

(+)5023-00

NO. OF COLUMNS

2

1

1

NO OF FOOTINGS- 4

FOOTING- F8.0A


2-10 THK

GRID LOCATION: (5@A,1@B,8@F,2@Q)

8-00

8-0

0

CC1

8 #8x7-06 B1

8 #8x7-06 B2

8 #8x7-06 T1

8 #8x7-06 T2


3 #3-3B001 @12" TEMP TIES

B (SIM) B (SIM)

4 #4-4B005 @48" STANDEE

S.NO

1

2

3

4

5

6

7

8

9

10

11

12

LEVEL

(+)5010-00

(+)5013-06

(+)5014-06

(+)5016-00

(+)5016-06

(+)5017-00

(+)5018-00

(+)5019-00

(+)5020-00

(+)5021-00

(+)5024-00

(+)5026-04

NO. OF COLUMNS

1

1

2

3

1

5

1

1

1

2

1

1







1. S0-01, S1-02, S5-01, S5-02, S5-03, S10-01

1. A0-21, A1-21A, A1-21A.1, A1-21A.2, A1-21B, A1-21B.1, A1-21B.2



DT(05/02/18)

DT(05/02/18)







ALL SIDES- 3"



THICKNESSTHK

REINFORCEMENTREINF.

TOP OF FOOTINGT.O.F

COLUMNCOL

DOWELSDWLS



BAR SIZE

#3

#4

#5

#6

#7

#8

#9

#10

#11

3000Psi (CASE1)

22

29

36

43

63

72

81

91

101

4000Psi (CASE1)

19

25

31

37

54

62

70

79

87

HOOK LENGTHS

#3

#4

#5

#6

#7

#8

#9

#10

#11

f'c= 3000Psi

9

11

14

17

19

22

25

28

31

BAR SIZE


S.NO

1

2

3

4

5

6

7

8

LEVEL

(+)5011-10

(+)5014-10

(+)5015-00

(+)5016-00

(+)5018-06

(+)5019-00

(+)5024-00

(+)5026-06

NO. OF COLUMNS

3

1

3

1

1

1

1

6

C C

A/E VERIFY TOP OFFOOTING FOLLOWED

STEEL COLUMN

3 #5x2-06 B1

3 #5x2-06 B2

3-0

0

3-00

NO OF FOOTINGS- 16

FOOTING- F3.0

NO OF COLUMNS- 16 (STEEL COLUMN)

1-00 THK

(+)5026-06

T.O.F

B (SIM) B (SIM)

NO OF FOOTINGS- 01

FOOTING- F8.0A


2-10 THK

GRID LOCATION: (2@U)

8-00

8-0

0

(+)5024-00

T.O.F

8 #8x7-06 B1

8 #8x7-06 B2

8 #8x7-06 T1

8 #8x7-06 T2



CC2

4 #4-4B005 @48" STANDEE

DRAWING:

JOB #:

PR

OJE

CT I

NFO

RM

ATIO

N

CU

STO

MER

:

JOB N

AM

E:

LO

CATIO

N:

DESCR

IPTIO

NR

EF:

JOB #

:

DETAIL

ER

:

EM

AIL

:

PH

ON

E:

DATE:

FO

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BY:

FIE

LD

USE

TH

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FACIL

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NS

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REFER

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OR

ITY

ALL I

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HAT A

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LO

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&/O

R

MAR

KED

"VER

IFY"

REFER

TO

QU

ESTIO

NS,O

MIS

SIO

NS,C

ON

FLIC

TS O

R

ER

RO

RS I

N T

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ON

TR

ACT

D

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MEN

TS .

UN

LESS C

OR

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E A

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N

IS I

ND

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ON

TH

IS A

PPR

OVAL,A

LL I

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S

SO

MAR

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WIL

L B

E A

SSU

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CO

RR

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S

SU

BM

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,AN

D F

UR

NIS

HED

AS D

ETAIL

ED

.

DESCR

IPTIO

NR

EV

:

TH

E S

TAN

DAR

D A

T F

OR

T C

OLLIN

S

REIN

FO

RCEM

EN

T D

ETAIL

S O

F I

SO

LATED

FO

OTIN

G (

NO

RTH

BU

ILIN

D 1

)R

GS

REFER PLAN

FOR DIMENSION

FOR DEPTH

FOR T.O.F

REFER TABLE

REFER PLAN

STEEL COLUMN


SECTION-C

FOR T.O.F

REFER TABLE

REFER PLAN

#8 COL DWLS

CC1/CC2

FOR REINF.REFER PLANC

LASS B SPLICE

REFER PLAN

SECTION-B

FOR DIMENSION

FOR DEPTH

5-02

FOR T.O.F

REFER TABLE

REFER PLAN

#8 COL DWLS

CC1

FOR REINF.REFER PLANC

LASS B SPLICE

REFER PLAN

SECTION-A

FOR DIMENSION

FOR DEPTH

5-02

(+)5026-00

T.O.F

1-00 THK

5-00

5-00

E

E

5 #5x4-06 B1

5 #5x4-06 B2

5 #5x4-06 T1

5 #5x4-06 T2

8 #5-5B001 DWLS

1 #3-3B002 TIES

4 #3-3B002 @16" TIES

4 #4-4B002 @48" STANDEE

NO OF FOOTINGS- 04

FOOTING- F5.0A

COURTYARD PERGOLA

1-00 THK

D (SIM)

D (SIM)

(+)5026-00

T.O.F

8 #5-5B002 DWLS

2 #3-3B004 @16" TIES

1 #3-3B004 TIES

5 #5x4-06 B1

5 #5x4-06 B2

5 #5x4-06 T1

5 #5x4-06 T2

4 #4-4B002 @48" STANDEE

NO OF FOOTINGS- 02

FOOTING- F5.0A

COURTYARD PERGOLA

5-00

5-00

1-00 THK

A/E VERIFY REINF.

FOLLOWED.(TYP.)

D

D

(+)5025-00

T.O.F

5 #5x4-06 B1

5 #5x4-06 B2

5 #5x4-06 T1

5 #5x4-06 T2

8 #5-5B003 DWLS

1 #3-3B004 TIES

3 #3-3B004 @16" TIES

5-00

5-00

NO OF FOOTINGS- 02

FOOTING- F5.0A

COURTYARD PERGOLA

4 #4-4B002 @48" STANDEE

S.NO

1

2

LEVEL

(+)5015-00

(+)5020-00

NO. OF COLUMNS

1

1

LEVEL TABLE FOR F10 FOOTING

10-00

10-00

9 #4-4B001 @48" STANDEE

B (SIM) B (SIM)

CC2

10 #8x9-06 B1

10 #8x9-06 B2

10 #6x9-06 T1

10 #6x9-06 T2


3 #3-3B003 @08" TEMP TIES

NO OF FOOTINGS- 02

FOOTING- F10.0


2-00 THK

GRID LOCATION: (2@T,6@U)






1. S0-01, S1-02, S5-01, S5-02, S5-03, S10-01

1. A0-21, A1-21A, A1-21A.1, A1-21A.2, A1-21B, A1-21B.1, A1-21B.2



DT(05/02/18)

DT(05/02/18)







ALL SIDES- 3"



THICKNESSTHK

REINFORCEMENTREINF.

TOP OF FOOTINGT.O.F

COLUMNCOL

DOWELSDWLS



BAR SIZE

#3

#4

#5

#6

#7

#8

#9

#10

#11

3000Psi (CASE1)

22

29

36

43

63

72

81

91

101

4000Psi (CASE1)

19

25

31

37

54

62

70

79

87

HOOK LENGTHS

#3

#4

#5

#6

#7

#8

#9

#10

#11

f'c= 3000Psi

9

11

14

17

19

22

25

28

31

BAR SIZE

NOTE FOR SUPPORT BARSFIELD CUT AT SITE- 15 #4-30'@48" SUPPORT BAR

FOR T/SOG

REFER TABLE

FOR T.O.F

REFER TABLE

REFER PLAN


SECTION-D

FOR DIMENSION

1-00

18"x18"

REFER PLAN

8 #5 D/V

STEEL COLUMN

F F

FOR T/PIER

REFER TABLE

4-00

A/E VERIFY DIMENSIONSFOLLOWED.(TYP.)

21"x21"

FOR T.O.F

REFER TABLE

REFER PLAN

8 #5 D/V


SECTION-E

FOR DIMENSION

1-00

0-02CLR.

1-09

1-09

SECTION-F

DRAWING:

JOB #:

PR

OJE

CT I

NFO

RM

ATIO

N

CU

STO

MER

:

JOB N

AM

E:

LO

CATIO

N:

DESCR

IPTIO

NR

EF:

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

/

STR

UCTU

RAL A

ND

AR

CH

ITECTU

RAL D

OCU

MEN

TS T

O

FACIL

IATE P

LACIN

G O

F R

EIN

FO

RCIN

G B

AR

S O

NLY.D

O

NO

T U

SE T

HIS

DR

AW

ING

FO

R L

AYO

UT O

R

CO

NSTR

UCTIO

N.A

NY D

IMEN

SIO

NS O

R E

LEVATIO

NS

NO

TED

IN

TH

IS D

OCU

MEN

TAR

E F

OR

REFER

EN

CE

O

NLY.T

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ACIL

IATE A

PPR

OVAL &

OR

PLACEM

EN

T O

F

REBAR

.DIS

CR

EPAN

CIE

S S

HO

ULD

BE N

OTED

AT T

HE

TIM

E O

F A

PPR

OVAL.

APPR

OVA

L A

UTH

OR

ITY

ALL I

TEM

S T

HAT A

RE C

LO

UD

ED

&/O

R

MAR

KED

"VER

IFY"

REFER

TO

QU

ESTIO

NS,O

MIS

SIO

NS,C

ON

FLIC

TS O

R

ER

RO

RS I

N T

HE C

ON

TR

ACT

D

OCU

MEN

TS .

UN

LESS C

OR

RECTIV

E A

CTIO

N

IS I

ND

ICATED

ON

TH

IS A

PPR

OVAL,A

LL I

TEM

S

SO

MAR

KED

WIL

L B

E A

SSU

MED

CO

RR

ECT A

S

SU

BM

ITTED

,AN

D F

UR

NIS

HED

AS D

ETAIL

ED

.

DESCR

IPTIO

NR

EV

:

TH

E S

TAN

DAR

D A

T F

OR

T C

OLLIN

S

REIN

FO

RCEM

EN

T D

ETAIL

S O

F I

SO

LATED

FO

OTIN

G (

NO

RTH

BU

ILIN

D 1

)R

GS

BEND SCHEDULE

MARK SIZE QTY SHAPE A B C D E F G H J K O R

3B001 #3 147 T2 0-04 2-00 1-00 2-00 1-00 0-04

3B002 #3 20 T2 0-04 1-05 1-05 1-05 1-05 0-04

3B003 #3 9 T2 0-04 2-00 1-06 2-00 1-06 0-04

3B004 #3 14 T2 0-04 1-02 1-02 1-02 1-02 0-04

4B001 #4 171 25 1-06 1-05 1/2 0-08 1-05 1/2 1-06 1-03 3/4 0-07 3/4

4B002 #4 32 25 1-06 0-05 0-08 0-05 1-06 0-04 1/2 0-02 1/4

4B003 #4 92 25 1-06 1-07 1/2 0-08 1-07 1/2 1-06 1-05 1/2 0-08 3/4

4B004 #4 12 25 1-06 1-03 1/4 0-08 1-03 1/4 1-06 1-01 3/4 0-06 3/4

4B005 #4 20 25 1-06 2-04 0-08 2-04 1-06 2-01 1-00 1/2

5B001 #5 32 17 1-02 4-03

5B002 #5 16 17 1-02 2-00

5B003 #5 16 17 1-02 3-00

8B001 #8 244 17 1-10 6-11

8B002 #8 276 17 1-10 7-01

8B003 #8 36 17 1-10 6-08

8B004 #8 62 17 1-10 7-09

8B005 #8 12 17 1-10 6-03

REBAR WEIGHT SUMMARYBAR SIZE GRADE USED NO. OF BARS WEIGHT (LBS) REBAR UNIT WEIGHT

#3 A615-60 190 470.13 0.38

#4 A615-60 342 1686.78 0.67

#5 A615-60 344 1442.12 1.04

#6 A615-60 434 5868.31 1.50

#7 A615-60 736 11282.88 2.04

#8 A615-60 1170 27776.46 2.67

Grand Total 3216 48526.68






1. S0-01, S1-02, S5-01, S5-02, S5-03, S10-01

1. A0-21, A1-21A, A1-21A.1, A1-21A.2, A1-21B, A1-21B.1, A1-21B.2



DT(05/02/18)

DT(05/02/18)







ALL SIDES- 3"



THICKNESSTHK

REINFORCEMENTREINF.

TOP OF FOOTINGT.O.F

COLUMNCOL

DOWELSDWLS



BAR SIZE

#3

#4

#5

#6

#7

#8

#9

#10

#11

3000Psi (CASE1)

22

29

36

43

63

72

81

91

101

4000Psi (CASE1)

19

25

31

37

54

62

70

79

87

HOOK LENGTHS

#3

#4

#5

#6

#7

#8

#9

#10

#11

f'c= 3000Psi

9

11

14

17

19

22

25

28

31

BAR SIZE

C

D

17

B

B

D

H

K

FC

E

25

T2A

B

C

G

E

D

FOOTING F10.0

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structur l reference: rchitectur l reference

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