#5 $7+.6 &4#9+0) - drawings for details 1600 4000 1400 2700 1800 3000 4200 1600 1400 3800 1800 1300

NOTE:

1. PROVIDE T10@200 c/c AT TOP BOTHWAYS AND T10@200 c/c AT BOTTOM BOTHWAYS (ALL

THROUGH) (REINFORCEMENT NOT SHOWN FOR CLARITY)

2. THE EXTRA REINFORCEMENT PROVIDED IN TOP AND BOTTOM LAYERS ARE SHOWN IN PLAN

NOTE: 1. ALL LOAD BEARING WALLS AS SHOWN IN THE DRAWING ARE OF 200MM THICK UNO. NON LOAD

BEARING WALLS ARE NOT INDICATED IN DRAWING. REFER ARCH. DRAWINGS FOR DETAILS

1 6 0 0

4 0 0 0

1 4 0 0

2 7 0 0

1 8 0 0

3 0 0 0

4200 1600

1 4 0 0

54001900130018003800

20000

1 7 0 0 0

1 1 0 0

BC2 BC3

BC3

BC1

BC4

BC3

BC2

BC3

BC1

BC1

BC3

BC3

BC3

BC3

BC2

BC2

BC2

BC2

BC2

BC5

BC5

BC2BC3 BC5

BC1 BC1 BC1

BC3

44

1 7 0 0

600

175 THK RAFT SLAB WITH

T10@200c/c T&B BOTHWAYS

3

3

1 0 0 0

4350

240 THK RAFT SLAB (TYP)

2

2

1

1

BC3

GB1

G B

2

800

8 0 0

600

1 0 0 0

800

6 0 0

5

5

13

13

BC2

BC5

14

14

3-T10

2-T10

T12@200c/c

(TYP)

(TYP)

(TYP)

50mm THK. WELL COMPACTED

CRUSHER FINE

TYPICAL SECTION AT

INTERMEDIATE WALL

2

1:20SCALE

2-T12

2-T12

2 4 0

200

200 THK.LOAD BEARING BLOCK

MASONRY WALL

T10@200c/c

50mm THK. WELL

COMPACTED

CRUSHER FINE

50MM THICK

BLINDING

1000 GAUGE

POLYTHENE SHEET

250

2 5 0

DETAIL OF BEAM GB2

7

1:10SCALE

400

2 0 0

DETAIL OF COLUMN BC1

8

1:10SCALE

CONCRETE

BLOCK

FILLED WITH C45

CONCRETE

4 0 0

200

400

DETAIL OF COLUMN BC2

9

1:10SCALE

4 0 0

200

2 0 0

INSULATED

BLOCK

400

2 0 0

CONCRETE

BLOCK

FILLED WITH C45

CONCRETE

DETAIL OF COLUMN BC3

10

1:10SCALE

1 7 5

1000

SECTION

3

1:10SCALE

50mm THK. WELL

COMPACTED

CRUSHER FINE

50MM THICK

BLINDING

1000GAUGE

POLYTHENE

SHEET

WELL COMPACTED

SOIL (TYP)

3-T10

2-T10

T12@200c/c

50MM THICK

BLINDING

1000GAUGE

POLYTHENE

SHEET

DETAIL OF BEAM GB1

6

1:10SCALE

275

2 2 5

150

1 8 0 0

FINISHED

GROUND LEVEL

TOP MOST COURSE

FILLED WITH

CONCRETE AND

TOP SURFACE

COPED

150 THK.

CONCRETE BLOCK

MASONRY WALL

( V

E R

I F

Y W

I T

H A

R C

H . D

R A

W I N

G A

L S

O )

2 2 5

T10@200c/c

T8@200c/c

600

( M

I N

I M

U M

)

3 5 0

EXISTING

GROUND LEVEL

1 5 0

6 0 0

T10@200c/c

SECTION

4

1:20SCALE

200 THK.CONCRETE

BLOCK MASONRY

WALL WITH C45

CONCRETE FILLING

400

DETAIL OF COLUMN BC4

11

1:10SCALE

CONCRETE

BLOCK

FILLED WITH C45

CONCRETE

4 0 0

200

400

2 0 0

800

3 0 0

SECTION

5

1:10SCALE

3 5 0

600

COMPOUND WALL

FOUNDATION

1000

SECTION

13

1:10SCALE

3 5 0

600

COMPOUND WALL

FOUNDATION

600

3 5 0

400

2 0 0

CONCRETE

BLOCK

FILLED WITH C45

CONCRETE

DETAIL OF COLUMN BC5

12

1:10SCALE

INSULATED

BLOCK

600

3 0 0

SECTION

14

1:10SCALE

3 5 0

(ALL THROUGH REINF. NOT SHOWN FOR CLARITY.

ONLY EXTRA REINF. SHOWN IN SECTION)

SECTION

1:20SCALE

AMAS

SITE PLAN

CONSULTANTS

NOTES :

CONSULTANTS

DESCRIPTIONNo. SIGNDATE

KEY PLAN

DRAWING TITLE

SCALE

DRAWING NO. REV.

CONTRACTOR

SUB CONTRACTOR

1. ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS IN METRES,

UNLESS STATED OTHERWISE.

2. DO NOT SCALE FROM THE DRAWINGS.

3. WORKS ARE EXECUTED AS PER DRAWING NO:

DA029-AES-SC1A-F1-CL-ST-600 Rev-C02 AND TYPICAL SECTION ON

GENERAL STANDARD DRAWING NO: DA029-AES-SVA-ZZ-GN-ST-003

Rev-C02.

DRAWN BY : SNL

APPROVED BY: MPBCHECKED BY: RMN

0

DESIGNED BY:

ORIGIN DATE : 18.04.2016 ISSUED DATE: 19.04.2016

AMAS-VL-AB-13-ST-2012

SHOWN @ A1

A Subsidiary of Almoayyed Contracting Group

SOCIAL VILLA -SC1

FOUNDATION DETAILS

0

ISSUE FOR APPROVAL 11.06.2016 SNL

jcruz Typewritten text AB-0021-R0

1 6 0 0

4 0 0 0

1 4 0 0

2 7 0 0

1 8 0 0

3 0 0 0

4200 1600

1 4 0 0

54001900130018003800

20000

1 7 0 0 0

1 1 0 0

BC2 BC3

BC3

BC1

BC4

BC3

BC2

BC3

BC1

BC1

BC3

BC3

BC3

BC3

BC2

BC2

BC2

BC2

BC2

BC5

BC2BC3 BC5

BC1 BC1 BC1

BC3

BC3

B6

B 2

BC5

B 3

B 1

B 5

B4

HCS SLAB PANEL SHALL

BE CHECKED WITH THE

WATER TANK LOAD OF

1000 LITRES CAPACITY

1 2 0 0

1800

6

6

HCS

150 THK.

O

H C

S

1 5

0 T

H K

.

O

H C

S

1 5

0 T

H K

.

O

H C

S

1 5

0 T

H K

.

O

HCS

150 THK.

O

HCS

150 THK.

O

8

8

7 7

55

2 2

HCS

150 THK.

O

150 THK.RC SLAB WITH

T8@200c/c B.W

BC2

2. ALL BC COLUMNS EXTENDED UP TO THE TOP OF PARAPET WALL

NOTE: 1. ALL LOAD BEARING WALLS AS SHOWN IN THE DRAWING ARE OF 200MM THICK UNO. NON LOAD

BEARING WALLS ARE NOT INDICATED IN DRAWING. REFER ARCH. DRAWINGS FOR DETAILS

HDPE SHADE CLOTH ON

APPROVED PROPRIETARY FRAME

WITH M.S. BRACKETS ANCHORED

TO WALL

C

H

S

1

1

4

x

3

.

2

m

m

C

H

S

1

1

4

x

3

.

2

m

m

C

H

S

1

1

4

x

3

.

2

m

m

C

H

S

1

1

4

x

3

.

2

m

m

WATER PUMP

PLINTH

2 4 0 0

7 5 0

2 8 7 5

+2.350SSL

1 5 0 T

H K

. 1 6 0 0 m

m H

I G

H P

A R

A P

E T

( H

A T

C H

E D

A

R E

A )

F O

R V

E R

T I C

A L W

A T

E R

H

E A

T E

R

F I X

I N

G ( A

S P

E R

S

. I N

O : 7 5 )

9 9

4 3 7 5

2 2 0 0

PC1

PC1

3 4 5 0

1100

800

5 0 0

150

DETAIL OF BEAM B1

1

1:15SCALE

POLYSTYRENE END PLUG

(TYP)/APPROVED DETAIL

AS PER SUPPLIER

4 0

0

H C

S

200

DETAIL OF BEAM B2 & B3

2

1:15SCALE

200

3 0

0

H C

S

H C

S

JOINT GROUT

(TYP)

DETAIL OF BEAM B4

3

1:15SCALE

225

3 0

0

H C

S

150

150 THK. PARAPET WALL.

REFER DRG. NO.

DA029-AES-SV-ZZ-GN-ST-003

FOR DETAILS (TYP)

100 125

DETAIL OF BEAM B5

4

1:15SCALE

225

3 0

0

H C

S

150

DETAIL OF BEAM B6

5

1:15SCALE

4 0

0

2-T12

T8@200c/c

2-T16

225

OUTSIDE

INSIDE

2 0

0

200

CONC. BLOCK

2-T16

SECTION

6

1:10SCALE

7 0

3 0

3 0

200

12mm THICK END PLATE

8mm THICK STIFFENER PLATE

CHS 114x3.2mm

FRONT VIEW SIDE ELEVATION

7 0

7 0

2 0

0

3 0

3 0

7 0

70 3030 70

2 0

0

7 0

7 0

2 0

0

3 0

3 0

FABRIC CLAMPING PLATES FABRIC

THREADED

10 mm D SHAKLE

12mm G.I NUT

FABRIC FIXING DETAILS

DETAILS - A CORNER FABRIC FIXING DETAILS

8mm G.I WIRE ROPE

2mm G.I FABRIC

CLAMPING PLATES

60

5 0