EI O E E T E LE O

4 NOS -20Ø 2 NOS -20Ø

BEAM
12Ø @ 150 C/C EXTRA AT SUPPORT AT SPAN
SIZE

125

125
MKD.
STIRRUPS REMARKS

1375
500
AS (B X D) BOTTOM TOP BOTTOM TOP
12Ø @ 150 C/C EXTRA TOP
SOFIT OF BEAM 2 NOS -16Ø 3 NOS -16Ø

300

300
500 10Ø TWO LAGGED
RB1 250 X 600 3-16Ø 3-20Ø 3-16Ø 3-20Ø
CONTROL
5150 0.3
L
STIRRUPS @ 100 C/C

4350 but must be match with exi.

8Ø @ 150 C/C DISTRIBUTOR
ROOM

450
250
250 250
3250
2 NOS -25Ø CROSS SECTION OF BEAM (B4) 10Ø TWO LAGGED
CONTROL ROOM CROSS SECTION OF BEAM (B2) RB2 400 X 600 3-16Ø 3-20Ø 3-16Ø 3-20Ø
SCALE - 1: 10 STIRRUPS @ 100 C/C
LEV.+8500 B3
3 NOS -16Ø
SCALE - 1: 10
1700
2-16Ø 8Ø TWO LAGGED
B1 250 X 300 4-20Ø 4-20Ø 2-16Ø
LEV.+7000 +ET 2-20Ø STIRRUPS @ 150 C/C
DETAIL OF BEAM (B3)

2400
2850
12Ø @ 150 C/C MAIN BAR 8Ø TWO LAGGED
LEV.+5650 B2 250 X 300 3-16Ø 2-20Ø 3-16Ø 2-20Ø

2700
8Ø @ 150 C/C DISTRIBUTOR STIRRUPS @ 150 C/C

2250
1350
LEV.+ 4300 LEV.+ 4300 12Ø @ 150 C/C EXTRA TOP
10Ø TWO LAGGED SEE DRAWING

2700
0.3 B3 250 X 450 3-16Ø 2-25Ø 3-16Ø 2-25Ø
L
STIRRUPS @ 100 C/C FOR DETAIL
1250

100
STAIR - DETAIL OF STAIR

150
LEV.+2950 LEV.+3050
2700

500
AT ALL STAIR R -150, T-250 (EXI. 1ST FLOOR LEVEL)
SCALE -NTS B4
250 X 300 2-16Ø 4-20Ø 2-16Ø 4-20Ø
8Ø TWO LAGGED

1450
CONTROL ROOM STAIR R -200, T-250 500
2700 1625 (CANTI) STIRRUPS @ 150 C/C
LEV.+ 1600 12Ø @ 150 C/C MAIN BAR
2900

2700

4600
400

450
2700

2300
12Ø @ 150 C/C EXTRA 4 NOS -25Ø

1450
2 NOS -16Ø B5 10Ø TWO LAGGED SEE DRAWING
250 X 450 2-16Ø 4-25Ø 2-16Ø 4-25Ø
LEV.+250 LEV.+150 (EXI.P.L.) 8 Ø 4L TIE @ 150 C/C (CANTI) STIRRUPS @ 100 C/C FOR DETAIL
B5

250
EXI.G.L. EXI.G.L. EXI.G.L. EXI.G.L.
6 NOS -20Ø
DETAIL OF BEAM (B5) SLAB
1600

1029
AT SUPPORT AT SPAN
100 TH. P.C.C. 200 TH. RAFT RAFT BEAM
ELEVATION CROSS SECTION OF COLUMN (C1)
MKD. AS THK.
BOTTOM TOP BOTTOM
REMARKS

SECTION SCALE - 1: 10 S1 100 8Ø @ 150 C/C BW AT TOP & BOTTOM

8 Ø 2L TIE @ 150 C/C 8 Ø 2L TIE @ 150 C/C STAIR WEST

AS DETAIL IN
SLAB 150 12Ø @ 150 C/C MAIN WITH 8Ø @ 150 C/C DISTRIBUTOR
DRAWING
(ONE WAY)

FOOTING COLUMN
6 NOS -20Ø 6 NOS -20Ø MKD. AS SIZE THK. MKD. AS SIZE TIE
3 NOS -20Ø 3 NOS -20Ø
AS 12Ø @ 150 C/C

EXI DEPTH
RF1 400 X 6 -20Ø EQUALLY 8Ø 4L @ 150
SHOWN IN 200 B/W AT TOP & C1

EXI DEPTH
(RAFT) 250 DISTRIBUTED TWO SIDE C/C
DRAWING BOTTOM

400
400
10Ø 2L STRIRUPS @ 100 c/c 10Ø 2L STRIRUPS @ 100 c/c
S1
BEAM (RB1) 12Ø @ 150 C/C BW AT TOP & BOTTOM BEAM (RB1)
B1 B2 B2 B2 B1 STEEL MUST CONFIRMED WITH - IS:1786.
1750

1500

1500
GRADE OF CONCRETE :- M 25 DESIGN MIXED &

200

200
S1 S1 S1 S1 S1

B2

B2

B2

B2

B2

B2
5150
D1 D1 GRADE OF TOR STEEL FOR REINFORCEMENT :- Fe 415
3975

B1 B2 B2 B2 B1
2700
CEMENT :- ORDINARY PORTLAND & SAND :- MEDIUM COARSE
1850 3000 1850 5150
75 TH. P.C.C. 3 NOS -16Ø 3 NOS -16Ø
1625

STONE CHIPS :- 20MM. DOWN ORDERS

1375

1375
S1 S1 S1 S1 S1 2400

1625
B4

B4

B4

B4

B4

B4
5400 B1 B2 B2 B2 B1 OTHER DETAILS AS PER ARCHITECT OR ENGINEER - IN - CHARGE.
SECTIONAL ELEVATION
3200 2000
18250 18250 DETAIL OF RAFT FOOTING -RF1
SCALE - NTS STRUCTURAL SPECIFICATION :-
SECTIONAL PLAN AT - LEV.+7000 TYP. FRAMING PLAN AT - LEV.+10125 1. FOR BEAM EXTRA TOP TO BE PROVIDED 0.25L FROM SUPPORT
FACE, WHERE L IS THE DISTSNCE OF SUPPORT C/C
2. SAFE BEARING CAPACITY OF SOIL IS AS PER SUPPLIED DATA.
3. CLEAR COVER TO MAIN REINFORCEMENT IS AS PER BELOW :-
a). FOUNDATION - 75MM. b). COLUMN - 40MM.
c). BEAM - 25MM. d). SLAB - 15MM.

S1 S1 S1

B1 B1 B2

1500

1500
B3

B3
S1 S1 S1
AT SUPPORT AT SPAN
B2

B3

B3

B2
5150
TOILET (G) TOILET (L) B1 B1 B2
1500 2700 STAIR
5150 3000 2 NOS -16Ø
1625

1375
S1 S1
1625

1625
B4

B4

B4
B4

B5

B5
S1

125
3650 1750 B1 B1

3200 2000
18250 18250
2 NOS -20Ø E.T. 4 NOS -20Ø
SECTIONAL PLAN AT - LEV.+4300 FRAMING PLAN AT - LEV.+4300 & 7000 TYP. FRAMING PLAN AT - LEV.+8500

300
250

TYPICAL CROSS SECTION OF BEAM (B1)

SCALE - 1: 10
S1 S1 S1

B4 B4 B2
1500

1500
S1 S1 S1
B3

B3

B3

B3
B4 B4 B2
1500 2700
1625
STAIR
1625
STAIR
2700
STAIR REVISION NOTE -
1625

1625

S1 REV NO / DRAWING NO - DESCRIPTION DATE CHECKED BY- APPROVED BY-

B5

B5

B5

B5
S1 S1
1750

RE SELECTION OF REINFORCEMENT
3200 2000 IEB/NPCC/NIH/AUDITORIUM/EXTENTION/REV-2
10950 1875
BAR AS DIRECTED

SECTIONAL PLAN AT - LEV.+1600 FRAMING PLAN AT - LEV.+1600 TYP. FRAMING PLAN AT - LEV.+2950 & 5650 CHAINGE OF LAYOUT (SWEREGE LINE
IEB/NPCC/NIH/AUDITORIUM/EXTENTION/REV-1 IS FOULING WITH FOUNDATION) AS
REQUIRED & DIRECTED

IEB/NPCC/NIH/AUDITORIUM/EXTENTION/REV-0
EXI. BUILDING

JOB/ TITTLE -

200
350
2700 1700 5150

A STRUCTURAL DRAWING FOR PROPOSED

RB1 RB1 RB1 RB1 RB1
5150 1700 900
AUDITORIUM BACK SIDE EXTENSION AT N.I.H.
RB2

RB2

RB2

RB2

RB2

RB2
2400
1750

1500
B3

B3

250
3975

3975

400
2700 RB1 RB1 RB1 RB1 RB1
5027

2700 B
REV. ID- 00 JOB ID- PROJECT- RENOVATION OF N.I.H.
B5 1625
1625

1625

200
20600
CLIENT-
B5

5550 2100 3100 2100 5550

1 2 3 4 5 6 National Institute of
7700 RAFT FOOTING - RF1 Homeopathy 3A DR. S.N.ROY ROAD, KOLKATA-700029
ALL COLUMN - C1
7700
Salt Lake, Kolkata APPROVED BY-

SECTIONAL PLAN AT - LEV.+250 FRAMING PLAN AT - LEV.+250 COLUMN FOOTING LAYOUT

CHECKED BY-

ARTICLE / DRAWING NO - Inventor Engineer's Bureau

IEB/NPCC/NIH/AUDITORIUM/EXTENTION/REV-2 Consultant- Contact No- 9433282432/9903078100
DATE- DRAWING NO- 01 OF 01 REV- 00 DATE- SCALE - 1:100 IF NOT STATED