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Structural (2) - 2

The document contains architectural drawings and specifications for a building layout, including dimensions for various rooms such as toilets, kitchens, and shops. It outlines the structural details, including foundation depth and reinforcement requirements. The document also includes details about parking areas and access points.

Uploaded by

beaconbrandingcompany
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© © All Rights Reserved
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46 views10 pages

Structural (2) - 2

The document contains architectural drawings and specifications for a building layout, including dimensions for various rooms such as toilets, kitchens, and shops. It outlines the structural details, including foundation depth and reinforcement requirements. The document also includes details about parking areas and access points.

Uploaded by

beaconbrandingcompany
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
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'-6') 7

8.40(2
)
- 0''

URINALS
N '
44
D1 D1 D1 D1

(
0m

6'-0'' x 4'-0''
TOILETS
. 4
13
TOILETS
4'-0'' x 5'-0''

11'

)
m( 78-9''
24.00
12' W V
TOILET
15' KITCHEN 10'-0'' x 4'-0'' 7'-3''
11'-0'' x 5'-0'' D1
O LIFT LIFT
KITCHEN

UP

UP
4'
11'-0'' x 16'-0'' 11'-0'' x 16'-0''
21'-9'' x 16'-0''
OFFICE
LIVING
10'-0'' x 11'-6''
11'-0'' x 10'-0''

D D D

33.40m(109'-6'')
ROAD
22m(72'-3'')

CAR ENTRANCE
PARKING
16'
114'-9'' x 40'-0''

UP UP

SHOP SHOP SHOP SHOP SHOP SHOP SHOP SHOP SHOP SHOP SHOP SHOP SHOP SHOP SHOP SHOP
10'-0'' x 16'-0'' 11'-0'' x 16'-0'' 11'-0'' x 16'-0'' 11'-0'' x 16'-0'' 11'-0'' x 16'-0'' 11'-0'' x 16'-0'' 11'-0'' x 16'-0'' 11'-0'' x 16'-0'' 10'-0'' x 16'-0'' 11'-0'' x 16'-0'' 11'-0'' x 16'-0'' 11'-0'' x 16'-0'' 11'-0'' x 16'-0'' 11'-0'' x 16'-0'' 11'-0'' x 16'-0'' 11'-0'' x 16'-0''
CAR EXIT

FW FW
R.S R.S R.S R.S R.S R.S R.S R.S R.S R.S R.S R.S R.S R.S R.S R.S
UP UP

8'

FIRST FLOOR
42.40m(139'-3'')
ROAD

GROUNDFLOOR
1"
42 1"
42
12'-6" 10'-0" 11'-9"

1"
1'-12 1"
15'-112
1"
42 10'-9" 11'-9" 11'-9" 11'-9" 11'-9" 10'-9" 11'-9" 1'-0"
1"
42 1"

1"
20'-82

20'-82
1"

1"
19'-112

19'-112
16'-9"

16'-9"
1"

1"
42

42
1"
42 1"
42
10'-9" 11'-9" 11'-9" 11'-9" 11'-9" 10'-9" 11'-9" 11'-9" 11'-9" 11'-9"
1"
42 1"
42
12'-6" 10'-0" 11'-9"

1"
1'-12
1"
22'-52

1"
15'-112
1"
42 10'-9" 11'-9" 11'-9" 11'-9" 11'-9" 10'-9" 11'-9" 1'-0"
1"
42 1"

1"
20'-82

20'-82
1" 1"
22'-52
22'-52
1"
23'-52

'- 9"
136

1"
23'-52 23'-6"
128
1"

1"
'-10 1
19'-112

19'-112
2"
16'-9"

16'-9"
1"

1"
42

42
1"
42 1"
42
10'-9" 11'-9" 11'-9" 11'-9" 11'-9" 10'-9" 11'-9" 11'-9" 11'-9" 11'-9"
1"
12'-102 1"
10'-42 11'-9"

16'-9"
1"
11'-12 1"
12'-12 1"
11'-42 1"
12'-12 1"
11'-42 1"
11'-12 11'-9"
1"
12 1"
42
3" 3" 3" 3" 3" 3"

9"

9"
1"

1"
21'-52

21'-52
3" 3" 3" 3"
1"

1"
19'-112

19'-112
1" 1" 1" 1" 1"
12
3" 12 3" 12 3" 12 3" 12
16'-9"

16'-9"
1"
11'-82
11'-6" 11'-9" 11'-9" 11'-9" 11'-9" 10'-9" 11'-9" 11'-9" 11'-9"
1"
3'-42 1"
3'-42
12'-6" 10'-0" 11'-9"

3'-9"
1"
15'-112
1"
3'-42 10'-9" 11'-9" 11'-9" 11'-9" 11'-9" 10'-9" 11'-9" 3'-6"
1"
3'-121"

1"
20'-82

20'-82
1"

1"
19'-112

19'-112
16'-9"

16'-9"
1"
2'-102
3'-0"

1"
3'-42 1"
3'-42
10'-9" 11'-9" 11'-9" 11'-9" 11'-9" 10'-9" 11'-9" 11'-9" 11'-9" 11'-9"
1"
3'-42 1"
3'-42
12'-6" 10'-0" 11'-9"

3'-9"
1"
15'-112
1"
3'-42 10'-9" 11'-9" 11'-9" 11'-9" 11'-9" 10'-9" 11'-9" 3'-6"
1"
3'-121"

1"
20'-82

20'-82
1"

1"
19'-112

19'-112
16'-9"

16'-9"
1"
2'-102
3'-0"

1"
3'-42 1"
3'-42
10'-9" 11'-9" 11'-9" 11'-9" 11'-9" 10'-9" 11'-9" 11'-9" 11'-9" 11'-9"
N.G.L GRADE BEAM

SOIL FILLING WITH GOOD


COMPACTION

Y8-6"C/C
DEPTH OF FOUNDATION
D=6'-9"
a 3 NO.S MINIMUM

D
4"

6" 6"
A
L-LENGTH OF FOOTING

FOOTING (F) CROSS-SECTION

DRAWING NAME :

PROJECT : CLIENT :

DWG. NO: SCALE SHEET DATE


1" 1"
10'-82 1"
42 11'-9" 11'-9" 42

1"
42 1"
16'-82
1"
42 10'-9" 11'-9" 11'-9" 11'-9" 11'-9" 10'-9" 11'-9"
1"
42 1"

1"
20'-82

20'-82
1"

1"
19'-112

19'-112
16'-9"

16'-9"
1"

1"
42

42
1"
42 1"
42
10'-9" 11'-9" 11'-9" 11'-9" 11'-9" 10'-9" 11'-9" 11'-9" 11'-9" 11'-9"

DRAWING NAME :

CLIENT : PROJECT :

DWG. NO: DATE SHEET SCALE


1"
42 1"
22'-52 1"
42
11'-9"

1"
42
1"

1"
42

16'-82
10'-9" 11'-9" 11'-9" 11'-9" 11'-9" 10'-9" 11'-9"
1"
6'-42

9"
3-Y10

Y8-6"C/C

6"
1"

1"
20'-82

20'-82
3-Y10

CONTINUOUS LINTEL BEAM(LB)


1"

1"
19'-112

19'-112
9"

10mm Tor at 4" c/c


8mm rod at 4" c/c
3.5"
6" 2.5"

1'6"
16'-9"

16'-9"
LOFT SLAB 1'6" LENGTH
1"

Y10 AT 8" C/C


42

1"
4'-42
Y12 AT 6" C/C
1'-6"

1"
42 1"
42
10'-9" 11'-9" 11'-9" 11'-9" 11'-9" 10'-9" 11'-9" 11'-9" 11'-9" 11'-9" .3L FLB

Y10 AT 8" C/C

6"
.3L

Y10 AT 8" C/C

Y12 AT 6" C/C


9"
F.F.L REINFORCEMENT
3 NOS - 16# AT TOP

9"
9" 8# @ 6"C/C

12"
3 NOS - 16# AT BOTTOM

SECTION AT FIRST FLIGHT


STRAIGHT TYPE
FLB

DRAWING NAME :

CLIENT : PROJECT :

DWG. NO: DATE SHEET SCALE


1"
42 1"
22'-52 1"
42
11'-9"

1"
42
B/10
1" 3' 3' B/5

1"
42 1'-3"

16'-82
10'-9" 11'-9" 11'-9" 11'-9" 11'-9" 10'-9" 11'-9" B/10
3' B/3

c/3

3'
1"

c/5
6'-42

b/5
b/3

3'
3'
1'-3"

b/3
b/5
B/10

a/5
3' B/3

a/3
1"

1"
20'-82

20'-82

a
B/10
3' 3' B/5
1'-3"

a/10 a/10

3'
1'-3"
A B
1"

1"
19'-112

19'-112

b/3

b/3

b/3
b/5

b/5

b/5
a/5

a/5

a/5
a/3

a/3

a/3
16'-9"

16'-9"
A/10 A/5 B/3 B/5 C/3 C/10

a
A/10 A/3 B/5 B/3 C/5 C/10
1"

a/10

a/10

a/10
a/10

a/10
a/10
42

1"
4'-42
A B C
1"
42 1"
42
10'-9" 11'-9" 11'-9" 11'-9" 11'-9" 10'-9" 11'-9" 11'-9" 11'-9" 11'-9"

0.3L1 0.3L2

SLAB THICKNES
SLAB THICKNES

0.15L1
0.25L1 0.25L2 0.25L2

FLOOR/ROOF BEAM FLOOR/ROOF BEAM


REINFORCEMENT REINFORCEMENT
DETAILS REF SCHEDULE DETAILS REF SCHEDULE
LENGTH OF
L1 L2 CANTILEVER
PROJECTION

TYPICAL CROSS SECTION OF FLOOR SLAB

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