NOTES:
·
A
D
C
B
F
E
·
·
6'
5'-4"
5'-10"
7'-3"
11'-2"
1
5'-1"
1
·
X
SUNK SLAB
2
S2
·
S2
2
S2
9"
3
4'-11"
3
S2
S2
S2
1
2"
S2
S2
S2
1
2"
X'
S2
49'-2"
6'-3"
3'
S2
S2
8"
40 MM CLEAR COVER
SUNK SLAB
S2
SCHEDULE OF PLINTH BEAM
PLINTH BEAM - RB1
5
6
PLINTH BEAM PLINTH BEAM
MARK
SCALE- 1:10
PB 1
7'-6"
L
S2
S2
S2
L/4
S2
L/4
1
2"
7
2 NO. 20MM DIA.
7
10MM Ø 300MM
C/C
8'-11"
8"
S2
S2
10 MM Ø 150MM
C/C
S2
3 NO. 20MM DIA.
1
2"
8
8
5'-10"
·
20MM Ø BAR
4
S2
10MM Ø STIRUP
·
S2
4
5
6
12"
6'-9"
20MM Ø BAR
ALL DIMENSIONS ARE
IN FEET & INCHES.
WRITTEN DIMENSIONS
TO BE CONSIDERED.
THE EARTH BELOW
THE FOUNDATION
SHOULD BE PROPERLY
RAMMED.
THE BRICK USED FOR
CONSTRUCTION
SHOULD BE A-CLASS.
THE VERTICALITY OF
COLUMN SHOULD BE
CHECKED BY PLUMB
BOB.
THE MORTAR IN THE
STRUCTURE SHOULD
BE 1:6 BY WEIGHT.
CURING SHOULD BE
DONE PROPERLY.
S2
SECTION - XX'
SCALE- 1:10
9"X12"
MIX - M20
1:1.5:3
NOTES:
ALL DIMENSIONS ARE IN
FEET & INCHES
NAME OF STUDENT:
ROHIT SAXENA
196035
CLIENT:
NIT
HAMIRPUR
PROJECT:
RESIDENTIAL
(WORKING DRAWING)
S2
SCALE: 1:50
9
9
DATE: 12/02/2022
SHEET NO.:
4
PROJECT NO.:
35'-11"
A
B
C
D
E
F
SHEET TITLE:
SLAB AND ROOF BEAM
REMARKS :