SAMPLE WORK

LIVING ROOM INTERIOR
By : K.VIKRAM

SHOP 1
4.24 X 5.00
SHOP 2
4.24X 5.00
SHOP 3
4.24 X 4.50
SHOP 4
4.24 X 4.50
SHOP 5
4.24 X 5.75
SHOP 6
4.24 X 5.75
TOILET
1.20 X 1.20
TOILET
1.20 X 1.20
D2 D2
C.D
C.D
C.D
C.D
C.D
C.D
4.70 4.60 4.70
0.23
5.00
0.23
2.10
0.23
4.50
0.23
5.75
0.23
0.23
4.24
0.23
4.60
0.23
4.24
0.23
W
W
W
W
W
W
W
W
W
W
W
W
W1 W1
W WV V
C.D C.D
14.14
18.50
1.50
1.50 1.50
UP UP
PROJECT: SHOPPING COMPLEX, KADAYAL
TITLE: GROUND FLOOR PLAN
PREPARED BY:
DATE:
CHECKED BY:
APPROVED BY:
SHEET NO :
SJ BUILDERS AND DESIGNERS
1ST
Floor, Subbiah Complex,
Chettikulam,
Nagercoil
PH.NO: 04625 232090
SCALE:1:90
SPECIFICATION:
W = WINDOW = 1.5 m X 1.5 m
W1 = WINDOW = 1.5 m X 1.0 m
CD = COLLAPSIBLE DOOR= 3.0 m X 2.5 m
D2 = DOOR = 0.9 m X 2.1 m
V = VENTILATOR = 0.6 m X 0.45 m
G = GATE = 0.9 m X 2.1m
NOTES:
1. All drawing should be read along with the relevant
architectural drawings.
2. All dimensions are in 'm' unless otherwise
specified.
3. QUALITY & QUANTITY OF CONSTRUCTION
SHOULD BE SUPERVISED UNDER CLIENT
RISK

D2 D2
C.D
C.D
C.D
C.D
C.D
C.D
4.70 4.60 4.70
0.23
5.00
0.23
2.10
0.23
4.50
0.23
5.75
0.23
0.23
4.24
0.23
4.60
0.23
4.24
0.23
W
W
W
W
W
W
W
W
W
W
W
W
W1 W1
W WV V
C.D C.D
SHOP 3
4.24 X 4.50
SHOP 1
4.24 X 5.00
SHOP 6
4.24 X 5.75
SHOP 2
4.24X 5.00
SHOP 5
4.24 X 5.75
SHOP 4
4.24 X 4.50
TOILET
1.20 X 1.20
TOILET
1.20 X 1.20
1.50 1.50
1.50
UP UP
TITLE: FIRST FLOOR PLAN
PREPARED BY:
DATE:
CHECKED BY:
APPROVED BY:
SHEET NO :
1ST
Chettikulam,
Nagercoil
PH.NO: 04625 232090
SCALE:1:90
SPECIFICATION:
W = WINDOW = 1.5 m X 1.5 m
W1 = WINDOW = 1.5 m X 1.0 m
D2 = DOOR = 0.9 m X 2.1 m
G = GATE = 0.9 m X 2.1m
NOTES:
specified.
RISK

TOILET
1.20m X 1.20m
TOILET
1.20m X 1.20m
D2 D2
C.D
C.D
C.D
C.D
C.D
C.D
4.70 4.60 4.70
0.23
5.00
0.23
2.10
0.23
4.50
0.23
5.75
0.23
0.23
4.24
0.23
4.60
0.23
4.24
0.23
W
W
W
W
W
W
W
W
W
W
W
W
W1 W1
W WV V
C.D C.D
SHOP 2
4.24X 5.00
SHOP 1
4.24 X 5.00
SHOP 5
4.24 X 5.75
SHOP 6
4.24 X 5.75
SHOP 3
4.24 X 4.50
SHOP 4
4.24 X 4.50
1.50
1.50 1.50
UP UP
PROJECT: SHOPPING COMPLEX, KADAYAL.
TITLE: SECOND FLOOR PLAN
PREPARED BY:
DATE:
CHECKED BY:
APPROVED BY:
SHEET NO :
1ST
Chettikulam,
Nagercoil
PH.NO: 04625 232090
SCALE:1:90
SPECIFICATION:
W = WINDOW = 1.5 m X 1.5 m
W1 = WINDOW = 1.5 m X 1.0 m
D2 = DOOR = 0.9 m X 2.1 m
G = GATE = 0.9 m X 2.1m
NOTES:
specified.
RISK

4.70 4.60 4.70
0.23
5.00
0.23
2.10
0.23
4.50
0.23
5.75
0.23
0.23
4.24
0.23
4.60
0.23
4.24
0.23
W1 W1
GATEGATE
SPECIFICATION:
TITLE: HEAD ROOM PLAN
PREPARED BY:
DATE:
CHECKED BY:
APPROVED BY:
SHEET NO :
1ST
Chettikulam,
Nagercoil
PH.NO: 04625 232090
SCALE:1:90
W = WINDOW = 1.5 m X 1.5 m
W1 = WINDOW = 1.5 m X 1.0 m
D2 = DOOR = 0.9 m X 2.1 m
G = GATE = 0.9 m X 2.1m
NOTES:
specified.
RISK

A B C D
1
2
3
4
5
4.76m
6.09m
4.70m
2.40m
5.31m
4.54m 4.76m 4.54m
FOUNDATION DETAILS
CA1 CB1 CC1 CD1
CA2 CB2 CC2 CD2
CA3 CB3 CC3 CD3
CA4 CB4 CC4 CD4
CA5 CB5 CC5 CD5
1.50m
1.50m
3.00m
RAFT RAFT
x
YY
x
NOTES:
Architectural drawings.
2. Grade of R.C.C items shall beM20 by design mix confirming
to IS 456 - 2000 unless otherwise specified.
3. All plain and reinforced cement concrete work shall strictly
confirm to is: 456 - 2000.
(M20 With 43 Grade Cement Machine Mixed Concrete)
4. For 40 steel conforming to i.s 1786 - 1985 grade -Fe 415.
5. Clear cover to steel as follows - 25mm
6. Lap length for all bars shall be 50 times the dia of the bar
unless otherwise specified .
7. All reinforcements shall be placed and maintained in the
position shown in the drawing (cross section) by proving proper
cover blocks, spacers & supporting bars.
8. All concrete work shall be machine mixed and machine
vibrated
9. All dimensions are in 'mm' unless otherwise specifically
stated.
10.QUALITY & QUANTITY OF CONSTRUCTION IS
SUPERVISED UNDER CLIENT RISK
PROJECT : KADAYAL PROJECT
TITLE : FOUNDATION PLAN
DATE :
PREPARED BY :
CHECKED BY :
APPROVED BY :
SHEET NO :
PH.NO:04652 232090
SCALE : 1 : 70
1ST
Floor,Subbiah Complex,
Chettikulam,
Nagercoil.
Web site : WWW.sj4civilengg.com

PLINTH BEAM
8 mm @ 6" c/c
G.L
TIE BEAM
PLINTH BEAM
8 mm @ 6" c/c
TIE BEAM
PLINTH BEAM
8 mm @ 6" c/c
TIE BEAM
PLINTH BEAM
8 mm @ 6" c/c
G.L
TIE BEAM
1.60m
0.4m
0.20m
PLINTH BEAM
8 mm @ 6" c/c
G.L
TIE BEAM
PLINTH BEAM
8 mm @ 6" c/c
TIE BEAM
PLINTH BEAM
8 mm @ 6" c/c
TIE BEAM
PLINTH BEAM
8 mm @ 6" c/c
G.L
TIE BEAM
2.00m (min)
or upto hard strata
1.60m
0.4m
0.20m
SECTION XX
SECTION YY
CA5 CB5
CC5
CD5
CA1
CB1
CC1 CD1
2.00m (min)
or upto hard strata
NOTE:
1. All drawing should be read along with the relevant architectural drawings.
2. Grade of R.C.C items shall be M25 by design mix confirming to IS:456-2000 unless otherwise specified.
3. All plain and reinforced cement concrete work shall strictly confirm to IS:456-2000
(M20 with 43 grade cement machine mixed concrete)
4. Tor 40 steel conforming to IS:1786-1985 grade Fe-415.
5. Clear cover to steel as follows
- for slab 15mm.
6. lap length for all bars shall be 50 times the dia of the bar unless otherwise specified.
7. All reinforcements shall be placed and maintained in the position shown in the drawing (cross section)
by providing proper cover blocks, spacers & supporting bars.
8. All concrete work shall be machine mixed and machine vibrated.
9. All dimensions are in 'mm' unless otherwise specifically stated.
10. QUALITY & QUANTITY OF CONSTRUCTION IS SUPERVISED UNDER CLIENT RISK
PROJECT: CONSTRUCTION OF SHOPPING
COMPLEX,
KADAYAL.
DRAWING TITLE:
PREPARED BY:
DATE:
CHECKED BY:
APPROVED BY:
SHEET NO :
1ST
Chettikulam,
Nagercoil PH.NO: 04625 232090
FOOTING DETAILS

2
1
8
0.3 X 0.4512
Column
Reinforcement Detail
ColumnColumnS
NosNo No Size (m)
8mm @ 6"c/c
4 No's - 20mm
8mm @ 6"c/c
0.3 X 0.3
2 No's - 16mm
6 No's - 20mm
TYPICAL RCC COLUMN DETAILS
CA1 CB1 CC1
CD1 CA2 CB2
CC2
CD2 CA5
CB5 CC5
CD5
CA3 CB3 CC3
CD3 CA4 CB4
CC4 CD4
, ,
,,
, ,
,,
, ,
,,
,
NOTES:
vibrated
stated.
DATE :
PREPARED BY :
CHECKED BY :
APPROVED BY :
SHEET NO :
PH.NO:04652 232090
SCALE : 1 : 70
1ST
Chettikulam,
Nagercoil.
PROJECT : SHOPPING COMPLEX, KADAYAL
TITLE : COLUMN DETAILS

A B C D
1
2
3
4
5
4.54m 4.76m 4.54m
6.09m
4.70m
2.40m
5.31m
4.54m 4.76m 4.54m
GRADE BEAM DETAILS
GB2
GB3
GB4
GB1
GB1
GB1
GB1
GB1
GB1
GB1 GB1 GB1
GB1
GB1
GB1
GB1
GB1
GB1
GB3
GB2
GB2
GB2
GB2
GB2
GB2
GB2
GB2
GB2
NOTES:
vibrated
stated.
DATE :
PREPARED BY :
CHECKED BY :
APPROVED BY :
SHEET NO:
PH.NO:04652 232090
SCALE : 1 : 80
1ST
Chettikulam,
Nagercoil.
TITLE : GRADE BEAM DETAILS

0.30
0.45
2 # 12mm Ø
2 # 16mm Ø
2 # 12mm Ø
SECTION X-X
0.30
0.45
2 # 16mm Ø
4 # 12mm Ø
SECTION Y-Y
0.30
0.45
2 # 12mm Ø
2 # 16mm Ø
2 # 12mm Ø
SECTION Z-ZBEAM SIZE
300mm
X
450mm
BEAM NO
GB1
0.30
0.45
2 # 16mm Ø
4 # 16mm Ø
2 # 12mm Ø
SECTION X-X
0.30
0.45
2 # 16mm Ø
2 # 12mm Ø
SECTION Y-Y SECTION Z-ZBEAM SIZE
300mm
X
450mm
BEAM NO
GB2
SECTION X-X SECTION Y-Y SECTION Z-ZBEAM SIZE
300mm
X
450mm
BEAM NO
GB3
0.30
0.40
2 # 12mm Ø
2 # 16mm Ø
2 # 12mm Ø
SECTION X-X
0.30
0.40
2 # 16mm Ø
4 # 12mm Ø
SECTION Y-Y
0.30
0.40
2 # 12mm Ø
2 # 16mm Ø
2 # 12mm Ø
300mm
X
400mm
BEAM NO
GB4
0.30
0.45
4 # 16mm Ø
2 # 12mm Ø
0.30
0.45
4 # 16mm Ø
4 # 16mm Ø
0.30
0.45
4 # 16mm Ø
4 # 16mm Ø
0.30
0.45
4 # 16mm Ø
4 # 16mm Ø
2 # 16mm Ø
2 # 16mm Ø
2 # 16mm Ø
NOTES:
TITLE : GRADE BEAM C/S DETAILS
DATE :
PREPARED BY :
CHECKED BY :
APPROVED BY :
SHEET NO:
PH.NO:04652 232090
SCALE : 1 : 400
1ST
Chettikulam,
Nagercoil.
confirm to is: 456 - 2000.(M20 With 43 Grade Cement
Machine Mixed Concrete)
4. Tor 40 steel conforming to i.s 1786 - 1985 grade -Fe 415.
5. Clear cover to steel for slab and beam 15mm to 20 mm.
position shown in the drawing (cross section) by proving
proper cover blocks, spacers & supporting bars.
vibrated
9. All dimensions are in 'm' unless otherwise specifically stated.
10. QUALITY & QUANTITY OF CONSTRUCTION SHOULD BE

A B C D
1
2
3
4
5
4.54m 4.76m 4.54m
6.09m
4.70m
2.40m
5.31m
4.54m 4.76m 4.54m
PLINTH BEAM DETAILS
PB
PB
PB
PB
PB
PB
PB
PB
PB PB
PB
PB
PB
PB
PB PB
PB
PB
PB
PB
PB
PB
PB
PB
PB
PB
PB
PB
NOTES:
vibrated
stated.
DATE :
PREPARED BY :
CHECKED BY :
APPROVED BY :
SHEET NO :
PH.NO:04652 232090
SCALE : 1 : 80
1ST
Chettikulam,
Nagercoil.
TITLE : PLINTH BEAM DETAILS

0.23
0.15
3 # 10mm Ø
3 # 10mm Ø
230mm
X
150mm
BEAM NO
PB
0.23
0.15
3 # 10mm Ø
3 # 10mm Ø
0.23
0.15
3 # 10mm Ø
3 # 10mm Ø
NOTES:
TITLE : PLINTH BEAM C/S DETAILS
DATE :
PREPARED BY :
CHECKED BY :
APPROVED BY :
SHEET NO:
PH.NO:04652 232090
SCALE : 1 : 400
1ST
Chettikulam,
Nagercoil.
vibrated

A B C D
1
2
3
4
5
4.54m 4.76m 4.54m
6.09m
4.70m
2.40m
5.31m
4.54m 4.76m 4.54m
BEAM DETAILS FOR(GROUND,1ST
,2nd
FLOOR)
B3
B4
B1
B1
B1
B1
B1
B1
B1 B1
B2
B2
B2
B2
B2 B3
B1
B1
B1
B1
B1
B1
B1
B2
B2
B2
B2
B2
NOTES:
vibrated
stated.
st
,2nd
FLOORS)
DATE :
PREPARED BY :
CHECKED BY :
APPROVED BY :
SHEET NO:
PH.NO:04652 232090
SCALE : 1 : 80
1ST
Chettikulam,
Nagercoil.
TITLE : BEAM DETAILS FOR(GROUND,1

0.30
0.45
2 # 12mm Ø
2 # 16mm Ø
2 # 12mm Ø
SECTION X-X
0.30
0.45
2 # 16mm Ø
4 # 12mm Ø
SECTION Y-Y
0.30
0.45
2 # 12mm Ø
2 # 16mm Ø
2 # 12mm Ø
300mm
X
450mm
BEAM NO
B1
0.30
0.45
2 # 16mm Ø
4 # 16mm Ø
2 # 12mm Ø
SECTION X-X
0.30
0.45
2 # 16mm Ø
2 # 12mm Ø
300mm
X
450mm
BEAM NO
B2
0.30
0.45
4 # 16mm Ø
4 # 16mm Ø
300mm
X
450mm
BEAM NO
B3
0.30
0.40
2 # 12mm Ø
2 # 16mm Ø
2 # 12mm Ø
SECTION X-X
0.30
0.40
2 # 16mm Ø
4 # 12mm Ø
SECTION Y-Y
0.30
0.40
2 # 12mm Ø
2 # 16mm Ø
2 # 12mm Ø
300mm
X
400mm
BEAM NO
B4
0.30
0.45
4 # 16mm Ø
2 # 12mm Ø
0.30
0.45
4 # 16mm Ø
4 # 16mm Ø
0.30
0.45
4 # 16mm Ø
4 # 16mm Ø
2 # 16mm Ø
2 # 16mm Ø
2 # 16mm Ø
NOTES:
vibrated
stated.
DATE :
PREPARED BY :
CHECKED BY :
APPROVED BY :
SHEET NO:
PH.NO:04652 232090
SCALE : 1 : 400
1ST
Chettikulam,
Nagercoil.
TITLE : ALL BEAM CROSS SECTION

A B C D
1
2
3
4
5
4.54m 4.76m 4.54m
6.09m
4.70m
2.40m
5.31m
4.54m 4.76m 4.54m
LINTEL BEAM DETAILS FOR HEAD ROOM
HRB1
HRB1
HRB1
HRB2 HRB2
HRB1
HRB1
HRB1
NOTES:
vibrated
stated.
PROJECT : KADAYAL PROJECT
TITLE : BEAM LAYOUT FOR HEAD ROOM
DATE :
PREPARED BY :
CHECKED BY :
APPROVED BY :
SHEET NO:
PH.NO:04652 232090
SCALE : 1 : 80
1ST
Chettikulam,
Nagercoil.

0.30
0.45
2 # 12mm Ø
2 # 16mm Ø
2 # 12mm Ø
SECTION X-X
0.30
0.45
2 # 16mm Ø
4 # 12mm Ø
SECTION Y-Y
0.30
0.45
2 # 12mm Ø
2 # 16mm Ø
2 # 12mm Ø
300mm
X
450mm
BEAM NO
HRB1
0.30
0.45
2 # 16mm Ø
4 # 16mm Ø
2 # 12mm Ø
SECTION X-X
0.30
0.45
2 # 16mm Ø
2 # 12mm Ø
300mm
X
450mm
BEAM NO
HRB2
0.30
0.45
4 # 16mm Ø
2 # 12mm Ø
NOTES:
vibrated
stated.
DATE :
PREPARED BY :
CHECKED BY :
APPROVED BY :
SHEET NO :
PH.NO:04652 232090
SCALE : 1 : 80
1ST
Chettikulam,
Nagercoil.
TITLE : HEAD ROOM BEAM C/S

A B C D
1
2
3
4
5
4.54m 4.76m 4.54m
6.09m
4.70m
2.40m
5.31m
4.54m 4.76m 4.54m
LINTEL BEAM DETAILS AT ALL FLOORS
LB
LB
LB
LB
LB
LB
LB
LB
LB
LB
LB
LB
LB
LB
LB
LB
LB
LB
NOTES:
vibrated
stated.
DATE :
PREPARED BY :
CHECKED BY :
APPROVED BY :
SHEET NO :
PH.NO:04652 232090
SCALE : 1 : 80
1ST
Chettikulam,
Nagercoil.
TITLE : ALL LINTEL BEAM LAYOUT

A B C D
1
2
3
4
5
4.54m 4.76m 4.54m
6.09m
4.70m
2.40m
5.31m
4.54m 4.76m 4.54m
LB LB LBLB
NOTES:
TITLE : HEAD ROOM LINTEL BEAM DETAILS
DATE :
PREPARED BY :
CHECKED BY :
APPROVED BY :
SHEET NO:
PH.NO:04652 232090
SCALE : 1 : 80
1ST
Chettikulam,
Nagercoil.
vibrated

0.30
0.15
3 # 10mm Ø
3 # 10mm Ø
300mm
X
150mm
BEAM NO
PB
0.30
0.15
3 # 10mm Ø
3 # 10mm Ø
0.30
0.15
3 # 10mm Ø
3 # 10mm Ø
NOTES:
vibrated
stated.
DATE :
PREPARED BY :
CHECKED BY :
APPROVED BY :
SHEET NO:
PH.NO:04652 232090
SCALE : 1 : 400
1ST
Chettikulam,
Nagercoil.
TITLE : LINTEL BEAM C/S DETAILS

W
21201918171615141312
1234567891011
B B
A A
XXXXX XXXXX
G.L
1000.00
1000.00
1000.00
400.00
400.00
300.00
175.00
150.00
WAIST SLAB
(150mm THK)
Main Reinforcement
12mmØ 12nos
Main Reinforcement
12mmØ 12nos
Main Reinforcement
12mmØ 12nos
Distribution Reinforcement
10mmØ 200mm c/c
10mmØ 200mm c/c
12mmØ 12nos
Extra Reinforcement
At all Crankings
12mmØ 12nos
Extra Reinforcement
At all Crankings
Extra
8mm bar
3nos
Extra
8mmØ bar
10nos
500.00 500.00
1300.00
300.00
300.00
12mmØ 200mm c/c
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
17
18
19
20
16
21
SECTION ON AA
XXXXX XXXXX
G.L
1000.00
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
17
18
19
20
16
21
SECTION ON BB
1775.00
1575.00
3500.00
1775.00
1575.00
3500.00
Main Reinforcement
12mmØ 12nos
Main Reinforcement
12mmØ 12nos
10mmØ 200mm c/c
12mmØ 12nos
Extra Reinforcement
At all Crankings
12mmØ 12nos
Extra Reinforcement
At all Crankings
Extra
8mm bar
8nos
Extra
8mm bar
8nos
300.00
175.00
150.00
GROUND FLOOR STAIRCASE DETAILS
0.30
MID LANDING BEAM
REINFORCEMENT
DETAIL
2 # 16mmØ
2 # 8mm Ø
2mmØ 16mm c/c
0.23
8mmØ 150mm c/c
0.30
MID LANDING BEAM
REINFORCEMENT
DETAIL
2 # 16mmØ
2 # 8mm Ø
2mmØ 16mm c/c
0.23
8mmØ 150mm c/c
SHEET TITLE : GROUND FLOOR STAIRCASE DETAILING AND LAYOUT
SHEET NO : 01 DATE : SCALE : 1 : 200
NOTE : PREPARED BY :
CEECKED BY :
APPROVED BY :
CLINT :
1ST
Chettikulam,
Nagercoil.
1. ALL PLAIN AND REINFORCED CEMENT CONCRETE
WORK SHALL STRICTLY CONFIRM TO IS: 456 - 2000 (
M20 WITH 43 GRADE CEMENT MACHINE MIXED
CONCRETE )
2. GRADE-Fe415 STEEL CONFORMING TO I.S1786-1985
USED.
4. LAP LENGTH FOR ALL BARS SHALL BE 50 TIMES
THE DIA OF THE BAR UNLESS OTHERWISE SPECIFIED
5. ALL CONCRETE WORK SHALL BE MACHINE MIXED
AND MACHINE VIBRATED
6. ALL DIMENSIONS ARE IN ' m' UNLESS OTHERWISE
SPECIFICALLY STATED.
7. FIELD TRANSLATION OF DRAWING IS CLIENT'S
RESPONSIBILITY.

W
21201918171615141312
1234567891011
B B
A A
1000.00
1000.00
1000.00
400.00
300.00
175.00
150.00
WAIST SLAB
(150mm THK)
Main Reinforcement
12mmØ 12nos
Main Reinforcement
12mmØ 12nos
Main Reinforcement
12mmØ 12nos
10mmØ 200mm c/c
10mmØ 200mm c/c
12mmØ 12nos
Extra Reinforcement
At all Crankings
12mmØ 12nos
Extra Reinforcement
At all Crankings
Extra
8mm bar
3nos
Extra
8mmØ bar
8nos
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
17
18
19
20
16
21
SECTION ON AA
1000.00
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
17
18
19
20
16
21
SECTION ON BB
1775.00
1575.00
3500.00
1775.00
1575.00
3500.00
Main Reinforcement
12mmØ 12nos
Main Reinforcement
12mmØ 12nos
10mmØ 200mm c/c
12mmØ 12nos
Extra Reinforcement
At all Crankings
12mmØ 12nos
Extra Reinforcement
At all Crankings
Extra
8mm bar
8nos
Extra
8mm bar
8nos
300.00
175.00
150.00
450.00
175.00
175.00
450.00
300.00
0.30
MID LANDING BEAM
REINFORCEMENT
DETAIL
2 # 16mmØ
2 # 8mm Ø
2mmØ 16mm c/c
0.23
8mmØ 150mm c/c
0.30
MID LANDING BEAM
REINFORCEMENT
DETAIL
2 # 16mmØ
2 # 8mm Ø
2mmØ 16mm c/c
0.23
8mmØ 150mm c/c
SHEET TITLE : STAIRCASE DETAILING AND LAYOUT 1st
,2nd
FLOOR
SHEET NO : DATE : SCALE : 1 : 200
NOTE : PREPARED BY :
CEECKED BY :
APPROVED BY :
CLINT :
1ST
Chettikulam,
Nagercoil.
1. ALL PLAIN AND REINFORCED CEMENT CONCRETE
WORK SHALL STRICTLY CONFIRM TO IS: 456 - 2000 (
M20 WITH 43 GRADE CEMENT MACHINE MIXED
CONCRETE )
2. GRADE-Fe415 STEEL CONFORMING TO I.S1786-1985
USED.
4. LAP LENGTH FOR ALL BARS SHALL BE 50 TIMES
THE DIA OF THE BAR UNLESS OTHERWISE SPECIFIED
5. ALL CONCRETE WORK SHALL BE MACHINE MIXED
AND MACHINE VIBRATED
6. ALL DIMENSIONS ARE IN ' m' UNLESS OTHERWISE
SPECIFICALLY STATED.
7. FIELD TRANSLATION OF DRAWING IS CLIENT'S
RESPONSIBILITY.

300.00 4240.00
300.00
4460.00
300.00
4240.00
300.00
450.00
5640.00
450.00
4320.00
300.00
2100.00
300.00
4930.00
450.00
10mmØ
@200mm c/c
10mmØ
@250mm c/c
10mmØ
@200mm c/c
10mmØ
@250mm c/c
SLAB
HRS
SLAB
HRS
NOTE:
PREPARED BY
DATE
CHECKED BY
APPROVED BY
SHEET NO
1ST
Chettikulam,
Nagercoil
PH.NO: 04625 232090
SCALE - 1:90
TITLE: HEAD ROOM SLAB DETAILS
1. All drawing should be read along with the
relevant architectural drawings.
2. Grade of R.C.C items shall be M20 by
design mix confirming to IS:456-2000 unless
otherwise specified.
3. All plain and reinforced cement concrete
work shall strictly confirm to IS:456-2000
(M20 with 43 grade cement machine mixed
concrete)
4. Tor 40 steel conforming to IS:1786-1985
grade Fe-415.
5. Clear cover to steel for slab and beam 15mm
to 20 mm.
6. lap length for all bars shall be 50 times the
dia of the bar unless otherwise specified.
7. All reinforcements shall be placed and
maintained in the position shown in the
drawing (cross section) by providing proper
8. All concrete work shall be machine mixed
and machine vibrated.
specifically stated.
10. QUALITY & QUANTITY OF
CONSTRUCTION SHOULD BE

598.00
598.00
447.00
447.00
473.00
473.00
447.00
447.00
524.80
524.80
447.00
450.00
524.80
524.80
450.00
450.00
473.00
473.00
447.00 447.00
598.00
447.00
598.00
10mmØ
@200mm c/c
10mmØ
@250mm c/c
10mmØ
@250mm c/c
10mmØ
@200mm c/c
10mmØ
@250mm c/c
10mmØ
@250mm c/c
10mmØ
@250mm c/c
10mmØ
@250mm c/c
10mmØ
@200mm c/c
10mmØ
@200mm c/c
447.00
10mmØ
@200mm c/c 10mmØ
@250mm c/c
S1 S1
S2 S2
S3 S3
S4
300.00 4240.00
300.00
4460.00
300.00
4240.00
300.00
450.00
5640.00
450.00
4320.00
300.00
2100.00
300.00
4930.00
450.00
10mmØ
@125mm c/c
T&B
10mmØ
@100mm c/c
10mmØ
@125mm c/c
T&B
10mmØ
@200mm c/c
10mmØ
@200mm c/c
1280.00
1500.00
NOTE:
PREPARED BY
DATE
CHECKED BY
APPROVED BY
SHEET NO
1ST
Chettikulam,
Nagercoil
PH.NO: 04625 232090
SCALE - 1:90
1. All drawing should be read along with the
relevant architectural drawings.
2. Grade of R.C.C items shall be M20 by design
mix confirming to IS:456-2000 unless
otherwise specified.
3. All plain and reinforced cement concrete work
shall strictly confirm to IS:456-2000 (M20 with
43 grade cement machine mixed concrete)
4. Tor 40 steel conforming to IS:1786-1985 grade
Fe-415.
5. Clear cover to steel for slab and beam 15mm
to 20 mm.
6. lap length for all bars shall be 50 times the
dia of the bar unless otherwise specified.
7. All reinforcements shall be placed and
maintained in the position shown in the
drawing (cross section) by providing proper
8. All concrete work shall be machine mixed
and machine vibrated.
specifically stated.
10.QUALITY & QUANTITY OF CONSTRUCTION
RISK
TITLE : SLAB DETAILS (GROUND, 1st ,2nd FLOORS)

KAZHIAL ROAD KULASEKARAM
OPEN
URINAL
SHED
SITE PLAN
GROUND FLOOR PLAN
1.22m
1.50m
1.20m
0.75m
1.50m
1.20m
0.125m
0.30m
0.23m
0.30m
3.30m
3.30m
1.22m
Parapet Wall With Brick Work 0.90m ht
Weathering Course 8c.m TK With Pressed Tiles
0.23cm Tk Brick Wall CM1:5
RCC Roof Slab 1:1.5:3 Mix 0.12c.m Tk
RCC Lintel 1:1.5:3 Mix 0.15c.m Tk
Floor PCC 1:4:8 Mix 0.12cm Tk
Basement Sand Filling
RCC Column 1:1.5:3 Mix
RCC Footing 1:1.5:3 Mix
PCC 1:4:8 Mix
6.52m
6.75m
SOLAR SYSTEM NOT TO SCALE
SECTION ON - AB
GL GL
RCC Staircase 1:1.5:3 Mix
Landing
Riser 0.15m
Thread 0.30m L
STAIRCASE
FIRE EXTINGUISHER
1.52m
1.52m
Rain Water Harvesting Pit
PLAN
0.30m
0.30m
1.50m
1.20m
0.30m
0.23m
0.30m
1.52m
1.52m
GLGL
GL GL
3.05m
1.98m
2.62m
1.98m
3.05m
1.98m
RCC Cover Slab 1:2:4 MIX
RR Masonry Wall CM1:8
RCC Cover Slab 1:2:4 Mix
Brick Wall CM1:5 RR Masonry CM1:8
Inlet
Outlet
Septic Tank @ Leach Pit Plan
SECTION ON CD
Inlet Outlet
COLUMN DETAILS
0.23m
0.45m
0.23m
0.45m
0.23m
0.30m
0.23m
0.30m
0.23m
0.45m
PLINTH BEAM DETAILS
ROOF BEAM DETAILS
FOOTING C/S
0.23m
0.23m
0.23m
0.23m
PLAN SHOWING THE PROPOSED CONSTRUCTION OF A FIVE CLASS ROOM BUILDING IN
DEVASWOM HIGH SCHOOL. THIRPARAPPU - KALKULAM TALUK - KANYAKUMARI DISTRICT.
SCALE 1:100 ALL DIMENSIONS ARE IN METER
AREA DETAILS SQ.M. SQ.FT
N
G.F PLINTH AREA 324.22 3488.6
G.F FLOOR AREA 295.21 3176.5
F.F PLINTH AREA 47.87 515.11
F.F FLOOR AREA 38.97 419.38
TOTAL PLINTH AREA 372.09 4003.7
TOTAL FLOOR AREA 334.18 3595.8
REFERENCE
DOOR - D- 1.20 X 2.10, D1- 0.75 X 2.10
WINDOW - W- 1.50 X 1.40, W2 - 1.20 X 1.40
VENTILATOR - V: 1.00 X O.60
REFERENCE
PLOT BOUNDARY
PROPOSED HOUSE
EX. BUILDING
ROAD
ALL DIMENSIONS ARE IN METERS
SCALE 1:100, 1:400
NOTE:
SOLAR SYSTEM WATER TANK TO BE PROVIDED
PERCULATION PIT TO BE PROVIDED
'U' TRAPS PROVIDED IN SEPTIC TANK TO PREVENT CURB
BREEDING OF MOSQUITOES
RAIN WATER HARVESTING DETAILS TO BE PROVIDED
SIGNATURE OWNER
SIGNATURE LICENSED SURVEYOR
OFFICE USE
Baffle Wall
GL GL
ELEVATION
GL GL
CLASS ROOM-1
6.09mX6.09m
CLASS ROOM-2
6.09mX6.09m
CLASS ROOM-3
6.09mX6.09m
CLASS ROOM-4
6.09mX6.09m
CLASS ROOM-5
6.09mX6.09m
W1 W1 W1 W1
W1W1W1W1W1W1W1W1W1W1
D D D D
VARANDAH
2.93m 2.93m 2.93m 2.93m 2.93m 2.93m 2.93m 2.93m2.93m
6.55m
1.83m
8.38m
1.83m
W1
3.20m
B
A
2.93m
D
W1
W1
3.20m
B
A
38.69m
TRAIL PIT
HARD GRAVELY SOIL
CERTIFIED THAT THE TRAIL PIT
PARTICULARS FURNISHED ABOVE
ARE CORRECT.
2.1M

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