Mumty roof Lev.

+34'-0"

1'
6"
6" THICK R.C.C. SLAB 6" THICK R.C.C. SLAB

6"
15" 15" W

Q
6"
2'-6"
W
in

1'

1'
Level.+34'-0" Level.+34'-0" Level.+34'-0"

1'

1'
6"
1½"TH.TILES FLOORING OVER
6" THICK R.C.C. SLAB
3"TH. MUD FILLING OVER Su te
r

6"
6"

6"

9'-6"

9'-6"
n

9'-6"
1 LAYER OF POLY THINE OVER
2 COATS OF HOT BITUMEN OVER
RAILING

6'
R.C.C (1:2:4) SLAB

6'-6"

3'
N

9'-6"

9'-6"
S

9'-6"
Top F-F.Lev.+24'-0"

6"
PARAPET F.F.L+24'-0"

1'
RAILING

6"
O.H.W.T O.H.W.T
6" THICK R.C.C. SLAB 6" THICK R.C.C. SLAB

9"

9" 1'-6" 9"

1'-6" 6" thick r.c.c.slab 1'-6"

6"
Su

3'-6"
3'

3'

3'
m

3'
6"
Top F-F.Lev.+24'-0" Level.+24'-0" Level.+24'-0" Top F-F.Lev.+24'-0"

6"

6"
11
9" R.c.c.Lintel 9" R.c.c.Lintel 9" R.c.c.Lintel m

6"
10

5'
6" THICK R.C.C. SLAB 6" THICK R.C.C. SLAB

6"
9
er

6"
8 Stair Case

10'

10'
10'
3'
7

6"
E

35'
6

7'

6'
5 Tread=10" RAILING
Riser = 8"

3"

7'

7'
4

2'
3'-6"
3

10'

10'
10'

10'
No.Of

3'
2
Railing Steps:17

5'

35'

35'
1
STREET NO-46

6"
First F-F.Lev.+13'-6"

2'
F.F.L+13'-6"

1'
RAILING

6"
7'
6" THICK R.C.C. SLAB 6" THICK R.C.C. SLAB

9" 1'-6" 9"

1'
6"
6" thick r.c.c.slab

3'-6"
1'-6" 1'-6" CEILING

3'-6"

3'

3'

3'
2'-6"
1'-3"

3'
First F-F.Lev.+13'-6" Level.+13'-6" Level.+13'-6" First F-F.Lev.+13'-6"
6"

6"

6"
11
9" R.c.c.Lintel 9" R.c.c.Lintel 9" R.c.c.Lintel

6"
6" THICK R.C.C. SLAB 6" THICK R.C.C. SLAB 10
BOUNDRY WALL

6"
9
8 Stair Case

10'

10'
10'
3'

3'

3'
7
1107-A 11407 1106

10'-6"
6

7'

6'
5 Tread=10"
4
Riser = 8"

3'-6"
3

10'

10'
10'

10'

10'
2 No.Of
1 Steps:17

6"
F.F.L+3'-0"
6'

6'
F-F.Lev.+3'-0"

1'
2'-6" 6"
7'

7'
M.Gate+18"
P-Lev.+1'-6"

9" 1'-6" 9"

Grating
6" thick r.c.c.slab

3'-6"

6"
R-Lev ±0'-0".
Lev.+0'-6" SITE

1'-6"
F-F.Lev.+3'-0" F-F.Lev.+3'-0" F-F.Lev.+3'-0" Road-Lev.±0'-0"
1'

1'
12

6"
9" R.c.c.Lintel
10
11 1108-C 1108-B 1108-A

1'-6"
2'

2'

2'
P-Lev.+1'-6"

3'
3'
09

6"
L-Lev.+1'-0" Stair Case

10'
10'
07
1'

1'
Road-Lev.±0'-0" Road-Lev.±0'-0" Road-Lev.±0'-0" Road-Lev.±0'-0"

1'-6"
06

7'
05 Tread=10"
Riser = 8"
FRONT ELEVATION REAR ELEVATION 04
03
No.Of
Scale : 1/8"=1'-0" Scale : 1/8"=1'-0" F.F.L-7'-6"
02
01 Steps:17
STREET NO-47

FLOOR FINISHING. KEY PLAN

SECTION AT "A-A" RAFT-1:2:4.
BRICK BLAST.
SCALE : N.T.S
Scale : 1/8"=1'-0" EARTH FILLING.
A

A
421"
30' 30'
421"
9" 5'-421" 13' 9" 9' 9" 9" 5'-421" 13' 9" 9' 9" 30'
REAR LAWN REAR LAWN

A
7'-0" WIDE 7'-0'' WIDE 30'
421"
7'

7'

7'

7'
EARTH FILLING +0'-6"
7'

7'

9" THICK RCC WAL 9" 5'-421" 13' 9" 9' 9" 4" Ø Rain Water Pipe

7'

7'
REAR LAWN
1'-6" Roof Projection 1'-6" Roof Projection 30' 7'-0'' WIDE

MH MH MH MH

1'-6"
V1 W2 W4 V1 W2 W4 SLOPE
9"

9"

9"

9"

9"

9"
D3
V5 V3 V4 D3
D4 E
BATH OP PE
SL
6'-3"

5'-4½" x 7' BATH BATH O.H.W.T O

SL
7'

7'
5'-4½" x 6'-3" 5'-4½" x 7' 5'-6" x 8'-1½"

SLOPE

26'-6"
ROOM STORE MASTER BED KITCHEN MASTER BED x5'-0"
421"

A
12'-3"

12'-3"

12'-3"
9'-0" x 12'-3"

421"
13'-0" x 12'-3"
421"

9'-0" x 12'-3" 13'-0" x 12'-3" 13'-0" x 12'-3" STUDY

D4 D4 9'-0" x 12'-3" PE = 30' x 46'-0" B
LO

37'
= 1380.00 sft
BATH S = 30' x 46'-0"
5'-721"
4'-1021"

4'-1021"
DRESS 5'-4½" x 5'-7½" DRESS = 1380.00 sft

46'

46'
60'
26'-6"
10' 10'
9" THICK RCC WAL

D2 D2 D2 D1= 10' x 5'

9"

9"

9"

9"

9"

9"
D3 D4 D3= 10' x 5'

5'

5'

5'
=50.00 SFT =50.00 SFT
9" THICK RCC WAL

HALL LOUNGE

14'-6"
SITTING
TOP ROOF
ROOM
13'-9" x 13'-4½" BED ROOM 13'-9" x 13'-4½" BED ROOM 13'-9" x 13'-4½" +24'-0"
MAIN BUILDING
13'-421"

13'-421"

13'-421"
12'

12'

12'
-7'-6" +3'-0" D2= 14'-6" x 9'-0"
14'-0" x 12'-0"

9'
14'-0" x 12'-0" +13'-6"
14'-0" x 12'-0" =130.50 SFT

46'
60'
14'
60'

60'
421"
Tread=10" Tread=10" Tread=10" 15'-6" 14'-6"
Riser = 8" Riser = 8" Riser = 8" 9"
D2 D2 D2 9" 7' 5'-121" BLOCK PLAN OF BASEMENT

7'

7'
FRONT LAWN
7'-0'' W I D E
No.Of
W1 No.Of
W1 No.Of 15" Roof Projection SCALE : 1/16" =1'-0"
W1 Steps:17 Steps:17 Steps:17 MAIN GATE

15"
421"

421"
9"

9"

9"
D4 D4 Drainage Grating ±0'-0"

BLOCK PLAN OF GROUND FLOOR

9"
4'-9" LOOKING BELOW 30'
SCALE : 1/16" =1'-0"

421"
OPEN LOBBY 03 04 05 06 07 08 W.C OPEN 03 04 05 06 07 08
OPEN 03 04 05 06 07 08 V1 05 06 07 08 OPEN
W5 W5 W5

5'
WC W.C V6 MH
5'

5'

5'
V6 10'-0" x 5'-0" 4'-9" WIDE 3'-3" x 5' V6 10'-0" x 5'-0" LOBBY 10'-0" x 5'-0" LOBBY 10'-0" X 5'-0"

4'
3'-3" x 5' 3'-3" x 5' STORE
02
4'-9" WIDE 02
4'-9" WIDE 02 7' x 4'
W1 09
W1 09
W1 09 09

10'-3"
3'-6" 3'-6"
8'-9"

8'-9"

8'-9"
D4
9"

9"

9"
01 10 01 10 01 10 10
D4 UP SUMP

421"
11
UP 11 11 11 MECHANICAL
UP STAIR HALL 15" 5' x 4'

4'-42"
12 12 12 SYSTEM

1
D2 STAIR HALL D2 STAIR HALL17 16 15 8'-9"x 8'-9" SL D2
8'-9"x 8'-9" SUMP 8'-9"x 8'-9" D2 D2 DN O DN
5'x 4' DN 14 13 17 16 15 14 13 PE 17 16 15 14 13
D1 C
9"

9"

9"

9"

14'-6"
15"
W3 W3 W3 MH = 30' x 46'-0"
BED ROOM = 1380.00 sft 14'
13'

13'

13'

14'-0" x 13'-0" D3 15" Roof Projection

DRAWING

46'
ROOM
14'-0" x 13'-0"
SL PORCH
14'-0" x 13'-0" OP 9" 12'-6" 9"
7'-9"

PORCH

8'-3"
SLOP E 10' D
SEPTIC.TANK

10'-3"
13'-9" x 16'-0" W.C COVERED E 14' 14'-0" x 10'-3"
4' x 5' x 4'-3"

TERRACE D3= 10' x 5' = 143.50 sft

5'
+1'-6" 4'-9"x4'-4½"
14'-6" Septic.Tank =50.00 SFT
1'-3"

D4 4' x 5' x 4'-3"

D2 SLOPE
W2 W2 V2
16'

1'-6"
MH
1'-6"
9"

9"

9"

9"
Block Plan Of Mumty.
15"

BALCONY
MH MH Scale : 1/16" =1'-0"
1'-6"

9" THICK RCC WAL 1'-3" Roof Projection U.G.W.TANK 1'-6" Roof Projection 18" Roof Projection 4" Ø Rain Water Pipe U.G.W.TANK
EARTH FILLING
1'-3" 9' 3'-9" 4'-9" 9" 8'-3" 9" 7' x 5' x5'
7' x 5' x5'
ROOF PLAN

7'

7'
1100-Gls.
7'

7'

7'

7'

FIRST FLOOR PLAN

A
FRONT LAWN
7'-0'' WIDE
Scale : 1/8"=1'-0"
MAIN GATE +12" Scale : 1/8"=1'-0" MAIN GATE BLOCK PLAN OF FIRST FLOOR
Drainage Grating ±0'-0" SCALE : 1/16" =1'-0"
9" 14' 9" 13'-9" 9" Drainage Grating
14' 13' TO MAIN SEWERAGE WATER LINE
A

BASEMENT FLOOR PLAN 1'-6" ±0'-0" 1'-6" SERVICE PLAN.

GROUND FLOOR PLAN SCALE : 1/8" =1'-0"
TO MAIN WATER SUPPLY LINE
Scale : 1/8"=1'-0" TO MAIN STORM WATER LINE
Scale : 1/8"=1'-0"

#3@8" #3@8"
#3@12" #3@8"
1'-9" 1'-9" #3@9"

5"

9"
9"
#3@6" #3@6" #4@9"
5"

1 #4@8" #4@8" #4@6"

4" 2

#3@6"
#3@6"

#3@6"
#3@6"
8" 8"

F.F.L
#4@6" #3@

5'
8"
#3@8" #3@8"
#3@9" 4#4 RCC Plinth L/4

6'
STAIR HALL Band 9"x9" 6'
Boundary wall P.L #3@8" #3@8" #3@8" #4@8" #4@8"
2'-6"

Main Gate 8' x 5'

#4@9" #4@9"
F-F.Lev.+3'-0"
1'-6"

CAR PORCH DRIVE WAY

M.Gate +12"
2#4

8"
P-Lev.+1'-6" 12"x12"x18" #4@8"
Steel Grating #4@6" RCC PADE #4@9"
F.F.L R.L R.L F.F.L #4@8" #4@6"

18"
Road-Lev.

3" 9"
±0'-0" 1 1 1 1
#3@9" 4#4 RCC Plinth #3@9" PCC 1:4:8
RAMP DETAIL Band 9"x9"
beam 9"x18"

1'-6"
1'-121" 2#6 #4@9"
Scale : 1/8"=1'-0" #4@9"
#3@8"
#4@9" G.L DETAIL OF U.G. WATER TANK
2#4 DETAIL OF O.H. WATER TANK
3'

3'
3'

9" #4@8" 8'-0" X 5'-0" X 6'-0"

6"

6' x 6' x 5'

1'-6"

6" Th PCC (1:2:4)

12"

B.B WALL IN #4@8" #4@8"

9"

CMT 1:6
6"

#4@8" #4@8"
3"

3"

PCC (1:4:8) PCC (1:4:8) 24"Ø M.H COVER

3'

4#4 #4@6" 2#6

6"
1'-6" 2'-6" 3" #4@6"
P.C.C (1:4:8)
3'-6" x 5'-0" #4@8" #4@8"

VARIES

VARIES
3" 3"

VARIES
DETAIL OF 412" FOOTING DETAIL OF COLUMN FOOTING
6"

Scale:- 1/2"=1'-0"
DETAIL OF FOOTING 6"
Scale:- 1/2"=1'-0" OUT LET PIPE Ø AS PER
Scale:- 1/2"=1'-0" 1 1 SEWARAGE DWG
4" 2 9" 4" 2
IN LET PIPE Ø AS PER
6"
1'-6" 1'-6"
15' 13' SEWARAGE DWG
1'-6" #3@6" #4@6"
9" #3@6"

3'-9"

#3@6"
6"

#3@8"

#3@6"
#4@6"

As per arch
#3@8"
TYPICAL DETAIL OF STAIR

#3@6"
6'-6"

9" 6" 8#6

#3@6"
9"
6'

BAFFLE WALL
Scale:- 3/8"=1'-0"
18"

12"
#4@12" #4@12"
R-L.±0'-0" R-Lev.±0'-0" 4#4
#3@412" UP TO H/4 FROM
9"

PCC 1:2:4

1'-3"
DETAIL OF GATE/BOUNDARY WALL #3@9" TOP & BOTTOM REST @ 9"C/C
#4@6"

258"
Scale 1/8"=1'-0"

3" 6"
PLAN OF C-1 PLAN OF C-2 PCC 1:4:8
CONFINEMENT COLUMN Scale:- 1/2"=1'-0" #4@6"
Scale:- 1/2"=1'-0" #4@6" #4@6"

SECTION OF SEPTIC TANK

TANK SIZE AR PER ARCH DWG. Scale:- 3/8"=1'-0"