7/26/2019 Column & Footing Layout

1/1

2'-0"

2'-0"

2'-0"

2'-0"

2'-3"

2'-3"

2'-0"

2'-0"

2'-3"

2'-3"

2'-3"

2'-3"

2'-112"

2'-3"

2'-0"

2'-112"

2'-3"

2'-3"

2'-3"

2'-41

2"

2'-6"

2'-412"

2'-412"

2'-41

2"

REVISIONS :

DATE :

SCALE :

DEALT BY :

Sr. DESIGN ENGG :

PRINCIPAL CONSULTANT :

DRG.NO : Pride India /Str/Residentail/Str -01

TITLE :

PLOT NO :

PROJECT :

NTS

Mohd Sumer

AT AMERICAN TOWNSHIP

PROPOSED BUILDING

APPROVAL SIGNATORY & STAMP:

STRUCTURAL DETAILING

ARCHITECTURAL & STRUCTURAL CONSULTANTS

06-06-2016

B-155

COLUMN & FOUNDATION LAYOUT

Rama Krishna

Mohd Sumer

18"

(typ.)

18"

(typ.)

4"

4" L 4"

a

b

SECTION (1-1)

M10 PCC LEVELLING COURSE

COLUMN

COLUMN REINFORCEMENT

COLUMN TIES

TOP OF PLINTH BEAMOUT SIDE

FGLPLINTH BEAM

OF FOOTING & COLUMN

UPTOH

ARDSTRATA

16(min)

(typ.)

FOOTING

D

L

B

TYP. FOOTING PLAN

OF FOOTING & COLUMN

a

b

4" 4"

4"

4"

12"(typ.)

TYPICAL ELEVATION OF COLUMN

12"

(typ.)

4"

4" 4"L

TOP OF PLINTH BEAM

UPTOH

ARDSTRATA

16(min)

(typ.)

CLEAR COVER

LAPLENGTH

50

CLEAR COVER

G.FLOOR SLAB TOP LVL.

TERRACE SLAB TOP LVL.

LAPLENGTH

50

CLEAR COVER

LAPLENGTH

50

CLEAR COVER

COLUMN

COLUMN REINFORCEMENT

COLUMN TIES

PLINTH BEAM

FOOTINGa

b

TYPE

No.S.

COLUMN SIZE

GRID No.S.

COLUMNCROSS SECTION

12"

9"

12"

9"

12"

9"

12"

9"

9'-612" 3'-8

12"

1'-0"

10'-7"

SCHEDULE OF FOOTINGS

No.S.DIMENSIONS

L B D

REINFORCEMENT

Along L(a)TYPES.NO.

Along B(b) Along L(c) Along B(d)

2'-10"

9'-912"

12'-012"

9'-0"

9'-612" 3'-8

12"

1'-0"

10'-7"

2'-10"

9'-912"

12'-012"

9'-0"

COLUMN

CROSS SECTION

DEVELOPMENT LENGTH OF BARS FOR Fe-415 GRADE

IN TENSION

GRADE OF CONCRETE

IN COMPRESSION

GRADE OF CONCRETE

8301010 940117525 mm

1290150032 mm 10601200

485

400

645

800

565

47510 mm

12 mm

750

945

16 mm

20 mm

400

325

530

665

375

450

600

750

66575080094025 mm

1035120032 mm 850965

325

390

520

645

375

450

10 mm

12 mm

600

750

16 mm

20 mm

265300

320360

425

530

480

600

M-25

325375

M-20

8 mm

DIA

275

M-35

300

M-30

260

M-25

300

M-20

8 mm

DIA

215

M-35M-30

250

0'-41

2"

0'-6"

0'-412"

0'-6"

0'-412"

0'-6"

0'-712"

0'-412"

0'-712"

0'-412"

0'-412"

0'-6"

0'-6"

0'-412"

0'-6"

0'-412" 0'-41

2"

0'-6"

0'-412"

0'-41

2"

0'-712"

0'-41

2"

0'-712"

0'-41

2"

COLUMN AXISLAYOUTFOUNDATIONLAYOUT