A B C

25'
22'-8"
12'-3" REFERNCE
COLUMN

SHIFT-3"
C C

3'-10"

3'-10"
NOTES :
9"
SHIFT-3"
2 C
THIS DRAWING IS THE COPYRIGHT OF THE CONSULTANTS AND MAY BE
USED OR REPRODUCED ONLY WITH HIS PRIOR PERMISSION.

GENERAL NOTES:-

1'-2"
1. ALL DIMENSIONS ARE IN FEET-INCHS UNLESS OTHERWISE SPECIFIED.

2. DO NOT SCALE ANY DIMENSIONS.

3. CONFIRM LOCATION OF WALLS WITH RELEVANT ARCH. DRGS.

4. FOR R.C.C.WORK USE MIN. MIX M20 CONFORMING TO IS 456:2000 OR AS

17'-7"
SPECIFIED IN RESPECTIVE DWG.

5. THE REINFORCEMENT SHALL BE T.M.T. BARS BARS HAVING YIELD

STRENGTH NOT LESS THAN 500 N/mm 2AND CONFORMING TO I.S. 1786 -

13'-9"
2008.

6. THE CLEAR COVER TO THE REINFORCEMENT SHALL BE AS FOLLOWS:-

(a) FOUNDATION
RAFT BOTTOM : 60 MM
RAFT TOP & SIDE : 50 MM

26'-6"
(b) COLUMNS : 40 MM
(c) BEAMS (top & bottom) : 25 MM side cover 25mm
(d) SLABS : 20 MM
(e) CHAJJAS/CONOPY : 20 MM
(f) R.C.C. WALL : 25 MM

10. THE LAPS IN BARS SHALL BE STAGGERED & AT ONE PLACE

SHALL NOT BE MORE THAN 50 PERCENT.

3
11. - - - - - - - - - INDICATES TOP BARS

C C C INDICATES BOTTOM BARS

12. READ THIS DRAWING IN CONJUNCTION WITH RELEVANT ARCHITECTURAL

DRAWINGS. ANY DISCREPANCY IF FOUND SHALL BE BROUGHT TO THE
NOTICE OF CONSULTANT.

40'-3"
13. ALL R C C TO BE MACHINE MIXED AND VIBRATED AND CURED
THOROUGHLY AS PER I.S 456-LATEST.
6'
8'-11"

14. COLUMN & FOUNDATION HAS BEEN DESIGNED FOR G+3 FLOORS WITH

44'-8"
PREPAINTED SHEET ROOFING OVER STEEL TRUSS.
WATER

4'-6"
2
15. SBC OF 17T/M HAS BEEN CONSIDERED AT A DEPTH OF 2.5 M BELOW
N.G.L.
TANK

4 C C C
13'-9"

7'
SEPTIC
5'

TANK

5 C C C
SOAK PIT
4'-5"

TANK

2'-5" 10'-5" 12'-3"

PLOT
LINE
25'

COLUMN GRID PLAN

 A B C

9"
C
1 4' C
NOTES :

1'-2"
4'

4'
F2 F3
2 THIS DRAWING IS THE COPYRIGHT OF THE CONSULTANTS AND MAY BE

4'
USED OR REPRODUCED ONLY WITH HIS PRIOR PERMISSION.

C F1 4'
4' GENERAL NOTES:-

1. ALL DIMENSIONS ARE IN FEET-INCHS UNLESS OTHERWISE SPECIFIED.

2. DO NOT SCALE ANY DIMENSIONS.

3. CONFIRM LOCATION OF WALLS WITH RELEVANT ARCH. DRGS.

4. FOR R.C.C.WORK USE MIN. MIX M20 CONFORMING TO IS 456:2000 OR AS

SPECIFIED IN RESPECTIVE DWG.

5. THE REINFORCEMENT SHALL BE T.M.T. BARS BARS HAVING YIELD

STRENGTH NOT LESS THAN 500 N/mm 2AND CONFORMING TO I.S. 1786 -
2008.

6. THE CLEAR COVER TO THE REINFORCEMENT SHALL BE AS FOLLOWS:-

(a) FOUNDATION
RAFT BOTTOM : 60 MM
RAFT TOP & SIDE : 50 MM
(b) COLUMNS : 40 MM
(c) BEAMS (top & bottom) : 25 MM side cover 25mm
(d) SLABS : 20 MM
4' 4' 4' (e) CHAJJAS/CONOPY : 20 MM
(f) R.C.C. WALL : 25 MM

10. THE LAPS IN BARS SHALL BE STAGGERED & AT ONE PLACE

SHALL NOT BE MORE THAN 50 PERCENT.

3
11. - - - - - - - - - INDICATES TOP BARS

C C C

4'

4'

4'
INDICATES BOTTOM BARS

12. READ THIS DRAWING IN CONJUNCTION WITH RELEVANT ARCHITECTURAL

F4 DRAWINGS. ANY DISCREPANCY IF FOUND SHALL BE BROUGHT TO THE
F1 F1 NOTICE OF CONSULTANT.

13. ALL R C C TO BE MACHINE MIXED AND VIBRATED AND CURED

THOROUGHLY AS PER I.S 456-LATEST.
7' 14. COLUMN & FOUNDATION HAS BEEN DESIGNED FOR G+3 FLOORS WITH

44'-8"
PREPAINTED SHEET ROOFING OVER STEEL TRUSS.
WATER

4'-6"
2
15. SBC OF 17T/M HAS BEEN CONSIDERED AT A DEPTH OF 2.5 M BELOW
N.G.L.
4' 4' TANK

4
4'

4'
F4 C C C

4'
F1 F1 F3

4'

7'
SEPTIC
5'

TANK

4' 4' 4'

F1 F1
F4
5
4'

4'

4'

C C C
SOAK PIT
TANK

PLOT
LINE
25'

FOUNTION GRID PLAN

 SCHEDULE OF REINFORCEMENT FOR ISOLATED FOOTINGS
REINFORCEMENT REINFORCEMENT
TYPE EXCAVATION L (IN) B (IN) D (IN) d (IN)
IN 'L' DIRECTION IN 'B' DIRECTION

F1 4'6" X 4'6" 4'0" 4'0" 1'-6" 4'-0" 12 TMT 6" C/C 12 TMT 6" C/C
DPC
F2 4'6" X 4'3" 4'0" 4'0" 1'-6" 4'-0" 12 TMT 6" C/C 12 TMT 6" C/C

F3 4'6" X 4'3" 4'0" 4'0" 1'-6" 4'-0" 12 TMT 6" C/C 12 TMT 6" C/C N.G.L
PLINTH BEAM

F4 4'3" X 4'3" 4'0" 4'0" 1'-6" 4'-0" 12 TMT 6" C/C 12 TMT 6" C/C

NOTE: THE DEPTH OF FOUNDATION WILL BE ACCORDING TO THE SITE CONDITION. COL. R/F

SCHEDULE OF REINFORCEMENT FOR COLUMN Pedestal 8-12 0

75MM.

COLUMN FOUNDATION LVL TO GROUND FLOOR LVL FIRST FLOOR LVL TO d

COLUMN SIZE
MARK GROUND FLOOR LVL TO FIRST FLOOR LVL SECOND FLOOR LVL COL. TIES
2"

C 9" 4-NOS 16 MM [ ] 4-NOS 16 MM [ ] 4-NOS 16 MM [ ]

M25 CONCRETE
2-NOS 12 MM [ ] 2-NOS 12 MM [ ] 2-NOS 12 MM [ ] D
with stirrups 8 MM @ with stirrups 8 MM @ with stirrups 8 MM @ 75MM
14"

6" C/C RING 6" C/C RING 6" C/C RING

(TWO RING) (TWO RING) (TWO RING)
150MM.TH.
P.C.C.(1:4:8)

ISOLATED STRAP BEAM FOOTING SECTION

SCHEDULE OF FOUNDATION AND COLUMNS

 G.L. TABLE
LAP LENGTH (FOR Fe-500)
COLUMN (D= DIA OF BAR)
45D (MM)
REINFORCEMENT REINFORCEMENT
A A DIA M-20
IN 'L' DIRECTION IN 'B' DIRECTION
32 0 1440
280 1260
25 0 1125
20 0 900

'D'
12" 12" 720
16 0
12 0 540

4"
P.C.C. 1:4:8 10 0 450
PLAN
80 360
TYPICAL FOOTING DETAIL OF COLUMN SECTION A-A

REINFORCEMENT
G.L. IN 'B' DIRECTION
COLUMN NOTES :
B B
REINFORCEMENT
THIS DRAWING IS THE COPYRIGHT OF THE CONSULTANTS AND MAY BE
IN 'L' DIRECTION
'L'

USED OR REPRODUCED ONLY WITH HIS PRIOR PERMISSION.

GENERAL NOTES:-

1. ALL DIMENSIONS ARE IN FEET-INCHS UNLESS OTHERWISE SPECIFIED.

2. DO NOT SCALE ANY DIMENSIONS.

3. CONFIRM LOCATION OF WALLS WITH RELEVANT ARCH. DRGS.

'D'
'B' 12" 4. FOR R.C.C.WORK USE MIN. MIX M20 CONFORMING TO IS 456:2000 OR AS
SPECIFIED IN RESPECTIVE DWG.

5. THE REINFORCEMENT SHALL BE T.M.T. BARS BARS HAVING YIELD

STRENGTH NOT LESS THAN 500 N/mm 2AND CONFORMING TO I.S. 1786 -
4" P.C.C. 1:4:8
PLAN 2008.

6. THE CLEAR COVER TO THE REINFORCEMENT SHALL BE AS FOLLOWS:-

TYPICAL FOOTING DETAIL OF COLUMN SECTION A-A (a) FOUNDATION
RAFT BOTTOM : 60 MM
RAFT TOP & SIDE : 50 MM
(b) COLUMNS : 40 MM
REINFORCEMENT (c) BEAMS (top & bottom) : 25 MM side cover 25mm
(d) SLABS : 20 MM
IN 'B' DIRECTION G.L. (e) CHAJJAS/CONOPY : 20 MM
(f) R.C.C. WALL : 25 MM

COLUMN 10. THE LAPS IN BARS SHALL BE STAGGERED & AT ONE PLACE

B B REINFORCEMENT SHALL NOT BE MORE THAN 50 PERCENT.

11. - - - - - - - - - INDICATES TOP BARS

IN 'L' DIRECTION INDICATES BOTTOM BARS
'L'

12. READ THIS DRAWING IN CONJUNCTION WITH RELEVANT ARCHITECTURAL

DRAWINGS. ANY DISCREPANCY IF FOUND SHALL BE BROUGHT TO THE
NOTICE OF CONSULTANT.

13. ALL R C C TO BE MACHINE MIXED AND VIBRATED AND CURED

THOROUGHLY AS PER I.S 456-LATEST.
'D'
12" 14. COLUMN & FOUNDATION HAS BEEN DESIGNED FOR G+3 FLOORS WITH
PREPAINTED SHEET ROOFING OVER STEEL TRUSS.
'B' 2
15. SBC OF 17T/M HAS BEEN CONSIDERED AT A DEPTH OF 2.5 M BELOW
N.G.L.
P.C.C. 1:4:8
4"

TYPICAL FOOTING DETAIL OF COLUMN

SECTION A-A

SCHEDULE OF FOUNDATION AND COLUMNS

 PB1

PB1
NOTES :
PB1
THIS DRAWING IS THE COPYRIGHT OF THE CONSULTANTS AND MAY BE
USED OR REPRODUCED ONLY WITH HIS PRIOR PERMISSION.

BEDROOM

PB1
GENERAL NOTES:-

PB1

PB1
11'-2''X11'-9'' 1. ALL DIMENSIONS ARE IN FEET-INCHS UNLESS OTHERWISE SPECIFIED.
KITCHEN
2. DO NOT SCALE ANY DIMENSIONS.
9'-8''X5'-6''
3. CONFIRM LOCATION OF WALLS WITH RELEVANT ARCH. DRGS.

4. FOR R.C.C.WORK USE MIN. MIX M20 CONFORMING TO IS 456:2000 OR AS

PB2 SPECIFIED IN RESPECTIVE DWG.

5. THE REINFORCEMENT SHALL BE T.M.T. BARS BARS HAVING YIELD

PB1
STRENGTH NOT LESS THAN 500 N/mm 2AND CONFORMING TO I.S. 1786 -
2008.

6. THE CLEAR COVER TO THE REINFORCEMENT SHALL BE AS FOLLOWS:-

PB2 PB2 (a) FOUNDATION
DRAWING AREA RAFT BOTTOM : 60 MM

PB1
RAFT TOP & SIDE : 50 MM
9'-8''X11'-10'' : 40 MM

PB1

PB2
(b) COLUMNS

PB1
(c) BEAMS (top & bottom) : 25 MM side cover 25mm
TOILET (d) SLABS : 20 MM
7'-3''X4'-6'' (e) CHAJJAS/CONOPY : 20 MM
(f) R.C.C. WALL : 25 MM

10. THE LAPS IN BARS SHALL BE STAGGERED & AT ONE PLACE

PB1 PB1 PB1 SHALL NOT BE MORE THAN 50 PERCENT.

11. - - - - - - - - - INDICATES TOP BARS

INDICATES BOTTOM BARS

PB1
UP 12. READ THIS DRAWING IN CONJUNCTION WITH RELEVANT ARCHITECTURAL
DRAWINGS. ANY DISCREPANCY IF FOUND SHALL BE BROUGHT TO THE
NOTICE OF CONSULTANT.

PB1
STAIRCASE 13. ALL R C C TO BE MACHINE MIXED AND VIBRATED AND CURED
PB2 11'-2''X8'-2'' THOROUGHLY AS PER I.S 456-LATEST.

14. COLUMN & FOUNDATION HAS BEEN DESIGNED FOR G+3 FLOORS WITH
PREPAINTED SHEET ROOFING OVER STEEL TRUSS.

PB1
PB1

2
15. SBC OF 17T/M HAS BEEN CONSIDERED AT A DEPTH OF 2.5 M BELOW
N.G.L.

PB1 PB1

PB1

SHOP
PB1

PB1
PARKING 11'-2''X13'-5''
12'-0''X21'-6''

PB1 PB1

PLOT
LINE

PLINTH BEAM PLAN

 SCHEDULE OF GF PLINTH BEAM
NAME SIZE (IN) REIN. AT REIN. AT EXTRA AT EXTRA AT RINGS
TOP BOTTOM BOTTOM TOP UP TO L/3 AFTER L/3

PB1 9" x 18" 2-16 MM 2-16 MM 2-12 MM 2-12 MM 8 # @ 6" C/C 8 # @ 6" C/C
Brickwork
Plinth Floor Finishing
Level(3'-0")lvl
PB2 9" x 18" 3-12 MM 3-12 MM 8 # @ 6" C/C 8 # @ 6" C/C

4"
14"
Plinth Beam
Brickwork

10 T Ø @ 8" C/C
Ground Level

8T Ø @ 6" C/C Section AA'

4"
Plinth slab

B B'
15'-0"
2L/3 2Y12 1 L/3 2Y12

L/4 2 Y12
2Y12
L/4
2 8TMT @ 6" c/c 1

BEAM SECTION B-B'

4"

4"
14"

14"

9" 9"

SECTION 1 - 1 SECTION 2 - 2

SCHEDULE OF PLINTH BEAM

 RB1

RB1
NOTES :
RB1
THIS DRAWING IS THE COPYRIGHT OF THE CONSULTANTS AND MAY BE
USED OR REPRODUCED ONLY WITH HIS PRIOR PERMISSION.

BEDROOM GENERAL NOTES:-

11'-2''X11'-9'' 1. ALL DIMENSIONS ARE IN FEET-INCHS UNLESS OTHERWISE SPECIFIED.
KITCHEN
2. DO NOT SCALE ANY DIMENSIONS.
9'-8''X5'-6''
3. CONFIRM LOCATION OF WALLS WITH RELEVANT ARCH. DRGS.

RB1
4. FOR R.C.C.WORK USE MIN. MIX M20 CONFORMING TO IS 456:2000 OR AS

RB1
RB1
SPECIFIED IN RESPECTIVE DWG.

5. THE REINFORCEMENT SHALL BE T.M.T. BARS BARS HAVING YIELD

STRENGTH NOT LESS THAN 500 N/mm 2AND CONFORMING TO I.S. 1786 -
2008.

6. THE CLEAR COVER TO THE REINFORCEMENT SHALL BE AS FOLLOWS:-

(a) FOUNDATION
DRAWING AREA RAFT BOTTOM
RAFT TOP & SIDE
: 60 MM
: 50 MM
9'-8''X11'-10'' (b) COLUMNS : 40 MM
(c) BEAMS (top & bottom) : 25 MM side cover 25mm
TOILET (d) SLABS : 20 MM
7'-3''X4'-6'' (e) CHAJJAS/CONOPY : 20 MM
(f) R.C.C. WALL : 25 MM

10. THE LAPS IN BARS SHALL BE STAGGERED & AT ONE PLACE

RB1 RB1 SHALL NOT BE MORE THAN 50 PERCENT.

11. - - - - - - - - - INDICATES TOP BARS

INDICATES BOTTOM BARS
UP 12. READ THIS DRAWING IN CONJUNCTION WITH RELEVANT ARCHITECTURAL
DRAWINGS. ANY DISCREPANCY IF FOUND SHALL BE BROUGHT TO THE
NOTICE OF CONSULTANT.

RB1
RB1
RB1

STAIRCASE 13. ALL R C C TO BE MACHINE MIXED AND VIBRATED AND CURED

THOROUGHLY AS PER I.S 456-LATEST.
11'-2''X8'-2''
14. COLUMN & FOUNDATION HAS BEEN DESIGNED FOR G+3 FLOORS WITH
PREPAINTED SHEET ROOFING OVER STEEL TRUSS.
2
15. SBC OF 17T/M HAS BEEN CONSIDERED AT A DEPTH OF 2.5 M BELOW
N.G.L.

RB1 RB1
RB1

RB1

RB1
SHOP
PARKING 11'-2''X13'-5''
12'-0''X21'-6''

RB1 RB1

CB(RB1) CB(RB1)
CB(RB1)

PLOT
LINE

GROUND FLOOR ROOF BEAM PLAN

 SCHEDULE OF GF ROOF BEAM
SLAB DETAILS
NAME SIZE (IN) REIN. AT REIN. AT EXTRA AT EXTRA AT RINGS
TOP BOTTOM BOTTOM TOP UP TO L/3 AFTER L/3
SHORT SPAN LONG SPAN
Slab No. THK. (IN) REMARK
RB1 9" x 12" 2-12 MM 2-12 MM 2-12 MM 2-12 MM 8 # @ 5" C/C 8 # @ 5" C/C X (MM) Y (MM)

6" 10 Ø @ 5" C/C 10 Ø @ 5" C/C One Way

S1
CB(RB1) 9" x 12" 2-12 MM 2-12 MM 8 # @ 6" C/C 8 # @ 6" C/C

S2 6" 10 Ø @ 5" C/C 10 Ø @ 5" C/C Two Way

Y (MM)
B B'

X (MM)
15'-0"
1 0.3 L1 0.3 L1
2L/3 2Y12 L/3 0.1L1 0.1L1
2Y12 0.15L1 0.15L1

L/4 2Y12 2 Y12

L/4
2 8TMT @ 6" c/c 1

0.15 L1 0.25 L1 0.25 L1 0.15 L1

BEAM SECTION B-B' L1 L1
4"

4"
14"

14"

9" 9"

SECTION 1 - 1 SECTION 2 - 2

SCHEDULE OF GROUND FLOOR ROOF BEAM AND SLAB DETAILS

 RB1

RB1
NOTES :
RB1 KITCHEN
11'-2''X6'-0'' THIS DRAWING IS THE COPYRIGHT OF THE CONSULTANTS AND MAY BE
USED OR REPRODUCED ONLY WITH HIS PRIOR PERMISSION.

GENERAL NOTES:-

1. ALL DIMENSIONS ARE IN FEET-INCHS UNLESS OTHERWISE SPECIFIED.

2. DO NOT SCALE ANY DIMENSIONS.

3. CONFIRM LOCATION OF WALLS WITH RELEVANT ARCH. DRGS.

RB1
4. FOR R.C.C.WORK USE MIN. MIX M20 CONFORMING TO IS 456:2000 OR AS

RB1
RB1
SPECIFIED IN RESPECTIVE DWG.

5. THE REINFORCEMENT SHALL BE T.M.T. BARS BARS HAVING YIELD

DRAWING AREA STRENGTH NOT LESS THAN 500 N/mm 2AND CONFORMING TO I.S. 1786 -
2008.
11'-2''X10'-3''
6. THE CLEAR COVER TO THE REINFORCEMENT SHALL BE AS FOLLOWS:-
BEDROOM (a) FOUNDATION
10'-0''X12'-3'' RAFT BOTTOM : 60 MM
RAFT TOP & SIDE : 50 MM
(b) COLUMNS : 40 MM
(c) BEAMS (top & bottom) : 25 MM side cover 25mm
(d) SLABS : 20 MM
(e) CHAJJAS/CONOPY : 20 MM
(f) R.C.C. WALL : 25 MM

C.B RB1
10. THE LAPS IN BARS SHALL BE STAGGERED & AT ONE PLACE
RB1 SHALL NOT BE MORE THAN 50 PERCENT.

11. - - - - - - - - - INDICATES TOP BARS

TOILET INDICATES BOTTOM BARS

10'-0''X5'-0'' UP 12. READ THIS DRAWING IN CONJUNCTION WITH RELEVANT ARCHITECTURAL

DRAWINGS. ANY DISCREPANCY IF FOUND SHALL BE BROUGHT TO THE
NOTICE OF CONSULTANT.

RB1
RB1
RB1

STAIRCASE 13. ALL R C C TO BE MACHINE MIXED AND VIBRATED AND CURED

THOROUGHLY AS PER I.S 456-LATEST.
11'-2''X8'-2''
14. COLUMN & FOUNDATION HAS BEEN DESIGNED FOR G+3 FLOORS WITH
TOILET PREPAINTED SHEET ROOFING OVER STEEL TRUSS.
2
10'-0''X5'-0'' 15. SBC OF 17T/M HAS BEEN CONSIDERED AT A DEPTH OF 2.5 M BELOW
N.G.L.

C.B RB1 RB1

BEDROOM
10'-0''X12'-3''
RB1

RB1

RB1
DRAWING AREA
11'-2''X10'-3''

KITCHEN
11'-2''X6'-0''

RB1 RB1
BALCONY
CB(RB1) 10'-0''X3'-6'' CB(RB1)
CB(RB1)

PLOT
FIRST FLOOR PLAN
LINE

FIRST FLOOR ROOF BEAM PLAN

 SCHEDULE OF GF ROOF BEAM
SLAB DETAILS
NAME SIZE (IN) REIN. AT REIN. AT EXTRA AT EXTRA AT RINGS
TOP BOTTOM BOTTOM TOP UP TO L/3 AFTER L/3
SHORT SPAN LONG SPAN
Slab No. THK. (IN) REMARK
RB1 9" x 12" 2-12 MM 2-12 MM 2-12 MM 2-12 MM 8 # @ 5" C/C 8 # @ 5" C/C X (MM) Y (MM)

6" 10 Ø @ 5" C/C 10 Ø @ 5" C/C One Way

S1
CB(RB1) 9" x 12" 2-12 MM 2-12 MM 8 # @ 5" C/C 8 # @ 5" C/C

S2 6" 10 Ø @ 5" C/C 10 Ø @ 5" C/C Two Way

Y (MM)
B B'

X (MM)
15'-0"
1 0.3 L1 0.3 L1
2L/3 2Y12 L/3 0.1L1 0.1L1
2Y12 0.15L1 0.15L1

L/4 2Y12 2 Y12

L/4
2 8TMT @ 6" c/c 1

0.15 L1 0.25 L1 0.25 L1 0.15 L1

BEAM SECTION B-B' L1 L1
4"

4"
14"

14"

9" 9"

SECTION 1 - 1 SECTION 2 - 2

SCHEDULE OF FIRST FLOOR ROOF BEAM AND SLAB DETAILS

 RB1

RB1
NOTES :
RB1
THIS DRAWING IS THE COPYRIGHT OF THE CONSULTANTS AND MAY BE
USED OR REPRODUCED ONLY WITH HIS PRIOR PERMISSION.

GENERAL NOTES:-

1. ALL DIMENSIONS ARE IN FEET-INCHS UNLESS OTHERWISE SPECIFIED.

KITCHEN
2. DO NOT SCALE ANY DIMENSIONS.
10'-0''X5'-6''
3. CONFIRM LOCATION OF WALLS WITH RELEVANT ARCH. DRGS.
BEDROOM

RB1
4. FOR R.C.C.WORK USE MIN. MIX M20 CONFORMING TO IS 456:2000 OR AS
11'-2''X11'-9''

RB1
RB1
SPECIFIED IN RESPECTIVE DWG.

5. THE REINFORCEMENT SHALL BE T.M.T. BARS BARS HAVING YIELD

STRENGTH NOT LESS THAN 500 N/mm 2AND CONFORMING TO I.S. 1786 -
2008.

6. THE CLEAR COVER TO THE REINFORCEMENT SHALL BE AS FOLLOWS:-

(a) FOUNDATION
RAFT BOTTOM : 60 MM
RAFT TOP & SIDE : 50 MM
(b) COLUMNS : 40 MM
BEDROOM (c) BEAMS (top & bottom) : 25 MM side cover 25mm
9'-7''X11'-5'' TOILET (d) SLABS : 20 MM
7'-3''X4'-6'' (e) CHAJJAS/CONOPY : 20 MM
(f) R.C.C. WALL : 25 MM

10. THE LAPS IN BARS SHALL BE STAGGERED & AT ONE PLACE

RB1 RB1 SHALL NOT BE MORE THAN 50 PERCENT.

11. - - - - - - - - - INDICATES TOP BARS

INDICATES BOTTOM BARS
UP 12. READ THIS DRAWING IN CONJUNCTION WITH RELEVANT ARCHITECTURAL
DRAWINGS. ANY DISCREPANCY IF FOUND SHALL BE BROUGHT TO THE
NOTICE OF CONSULTANT.

RB1
RB1
RB1

STAIRCASE 13. ALL R C C TO BE MACHINE MIXED AND VIBRATED AND CURED

THOROUGHLY AS PER I.S 456-LATEST.
11'-2''X8'-2''
14. COLUMN & FOUNDATION HAS BEEN DESIGNED FOR G+3 FLOORS WITH
PREPAINTED SHEET ROOFING OVER STEEL TRUSS.
TOILET 2
15. SBC OF 17T/M HAS BEEN CONSIDERED AT A DEPTH OF 2.5 M BELOW
6'-2''X4'-3'' N.G.L.

RB1 RB1
RB1

RB1

BEDROOM
9'-7''X11'-5'' TERRACE
11'-6"X17'-0''

KITCHEN
RB1
9'-7''X5'-6''

CB(RB1) CB(RB1)

PLOT
SECOND FLOOR PLAN
LINE

SECOND FLOOR ROOF BEAM PLAN

 SCHEDULE OF GF ROOF BEAM
SLAB DETAILS
NAME SIZE (IN) REIN. AT REIN. AT EXTRA AT EXTRA AT RINGS
TOP BOTTOM BOTTOM TOP UP TO L/3 AFTER L/3
SHORT SPAN LONG SPAN
Slab No. THK. (IN) REMARK
RB1 9" x 12" 2-12 MM 2-12 MM 2-12 MM 2-12 MM 8 # @ 5" C/C 8 # @ 5" C/C X (MM) Y (MM)

6" 10 Ø @ 5" C/C 10 Ø @ 5" C/C One Way

S1
CB(RB1) 9" x 12" 2-12 MM 2-12 MM 8 # @ 5" C/C 8 # @ 5" C/C

S2 6" 10 Ø @ 5" C/C 10 Ø @ 5" C/C Two Way

Y (MM)
B B'

X (MM)
15'-0"
1 0.3 L1 0.3 L1
2L/3 2Y12 L/3 0.1L1 0.1L1
2Y12 0.15L1 0.15L1

L/4 2Y12 2 Y12

L/4
2 8TMT @ 6" c/c 1

0.15 L1 0.25 L1 0.25 L1 0.15 L1

BEAM SECTION B-B' L1 L1
4"

4"
14"

14"

9" 9"

SECTION 1 - 1 SECTION 2 - 2

SCHEDULE OF SECOND FLOOR ROOF BEAM AND SLAB DETAILS