Foundation Details

Foundation details of most commonly used foundations can be found here

1. SECTION X X
Remove Top Soil
GL.
FFL
Hard Core Fill
Full Brick Wall
12mm. Int. Plaster
20mm. DPC.
20mm. Skirting
20x15. Construction. Joint
20mm. Floor Rendering
Conc. Bed in G. 20.
75mm.Floor Conc.G. 15
20mm. Ext. Plaster
20mm. Plinth Plaster
BRICK FOUNDATIONS
X X
SECTIONAL PLANONE BRICK EXTERNAL WALL
SECTION Y Y
Remove Top Soil
GL.
FFLHard Core Fill
Full Brick Wall
12mm. Int. Plaster
20mm. DPC.
20mm. Skirting
20x15. Construction Joint
20mm. Floor Rendering
75mm.Floor Conc.G. 15
20mm. Ext. Plaster
20mm. Plinth Plaster
A A
SECTIONAL PLANONE BRICK EXTERNAL WALL
SECTION A A
HALF BRICK INTERNAL WALL
Y Y
SECTIONAL PLAN
Conc. Bed in G. 20.
FFL
Hard Core Fill
Half Brick Wall
12mm. Int. Plaster
20mm. DPC.
20mmX100mm. Skirting
20mm. Floor Rendering
Conc. Bed in G. 20. 75mm.Floor Concrete G. 15
12mm. Int. Plaster
SECTION Y Y
20x15. Construction. Joint
Removal of Top Soil

2. Remove Top Soil
GL.
FFL
Hard Core Fill
Full Brick Wall
12mm. Int. Plaster
20mm. DPC.
20mm. Skirting
20x20. Const. Joint
20mm. Floor Rendering
Random Rubble
75mm.Floor Concrete G. 15
20mm. Ext. Plaster
20mm. Plinth Plaster
ONE BRICK EXT. WALL
SECTION Z Z
Z Z
SECTIONAL PLAN
Masonary Foundation
Floor Finishes
Random Rubble
75mm.Floor Concrete G. 15
Masonary Foundation
SECTION B B CURB FOUNDATION
Full Brick Wall
T10 Stirrups @200
5T12Blinding Concrete
G. 25 Concrete
STRIP FOOTING FOUNDATION
RANDOM RUBBLE FOUNDATIONS
RCC Strip Footing

3. 4T16 02
R6 03 @150
07T10 01 @150 B2
07T10 01 150 B1
225x225 column
SECTIONAL PLAN COLUMN FOOTING
SECTION Z Z
4T16 02
R6 03 @150
A A
BB
Full Brick Wall
3T12
4T16 02
R6 03 @150
T10 Stirrups @300
T10 Stirrups @2005T12
2T10
A
SECTION B B
SECTION A A
A
Blinding Concrete
SECTIONAL PLAN STRIP BEAM FOUNDATION
Full Brick Wall
G. 25 Concrete
T10 Stirrups @300T10 Stirrups @200
5T12
2T10
3T12Blinding Concrete
G. 25 Concrete
RCC FOUNDATIONS
C
C
Z
Z

4. SECTIONAL ELEVATIONRAFT FOUNDATION
R10 09 @150
4T16 08
R6 09 @150
4T16 08
R6 09 @150
4T16 08
HARD CORE FILL
G. 25 Concrete
01
01
02
02
01
01
03
03
T12 04 Stirrups @300
3T20 05
2T 12 063T 16 07
T12 12 Stirrups @300
4T12 11
4T10 10
T10 14 @200 B
T10 13 @250T
T10 13 @250T
T10 04 Stirrups @300
T16 01@ 300
T12 04@ 300
T12 12@ 300
T10 03@ 200
T10 02@ 200
T16 08RCC FOUNDATIONS
R10 09@ 150
T12 11T10 10
T10 14
2T 12 06
T10 13
T20 05T12 06T16 07
06
06 07
2T 12 06

5. SECTIONAL ELEVATIONRAFT FOUNDATION
R10 09 @150
4T16 08
R6 09 @150
4T16 08
R6 09 @150
4T16 08
01
01
02
02
01
01
03
03
T1204Stirrups@300
3T20 05
2T 12 063T 16 07
T12 12 Stirrups @300
4T12 11
4T10 10
T10 14 @200 B
T10 13 @250T
T10 13 @250T
T10 04 Stirrups @300
T16 01@ 300
T12 04@ 300
T12 12@ 300
T10 03@ 200T10 02@ 200
T16 08
RCC FOUNDATIONS
R10 09@ 150
T12 11T10 10
T10 14
2T1206
T10 13
T20 05
T12 06T16 07
06
06
06 07

6. FOUNDATION DETAILSCALE: 1/2" : 1'-0"
DAMP PROOF COURSE
EXTERNAL SEMI ROUGH PLASTER2" TK. LEAN CONCRETE
3" TK.
MASS CONCRETE
FLOOR SLAB
WELL COMPACTED
EARTH FILLING
GAUGE 750
POLYURETHANE
D.P.M.
CEMENT SCREED
INTERNAL SMOOTH
PLASTER
1'-0"
1'-6"
RUBBLE FOUNDATION
2'0"
15"
2'6"
2"
9" TK. BRICK WALL
F.F.L
9"
FOUNDATION DETAILSCALE: 1/2" : 1'-0"
INTERNAL SMOOTH
PLASTER
CEMENT SCREED
GAUGE 750
POLYURETHANE
D.P.M.
WELL COMPACTED
EARTH FILLING
3" TK.
MASS CONCRETE
FLOOR SLAB
1'-6"
1'-0"
RUBBLE FOUNDATION2" TK. LEAN CONCRETE
1'-1"
1'-6"
2'-0"
2"
EXTERNAL SEMI ROUGH PLASTER9" TK. BRICK WALLDAMP PROOF COURSE
EXISTING GROUND
F.F.L
9"