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

1600

4000

1400

2700

1800

3000

4200 1600

1400

54001900130018003800

20000

17000

1100

BC2 BC3

BC3

BC1

BC4

BC3

BC2

BC3

BC1

BC1

BC3

BC3

BC3

BC3

BC2

BC2

BC2

BC2

BC2

BC5

BC5

BC2BC3BC5

BC1 BC1 BC1

BC3

44

1700

600

175 THK RAFT SLAB WITH

T10@200c/c T&B BOTHWAYS

3

3

1000

4350

240 THK RAFT SLAB (TYP)

2

2

1

1

BC3

GB1

GB

2

800

800

600

1000

800

600

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

240

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

250

DETAIL OF BEAM GB2

7

1:10SCALE

400

200

DETAIL OF COLUMN BC1

8

1:10SCALE

CONCRETE

BLOCK

FILLED WITH C45

CONCRETE

400

200

400

DETAIL OF COLUMN BC2

9

1:10SCALE

400

200

200

INSULATED

BLOCK

400

200

CONCRETE

BLOCK

FILLED WITH C45

CONCRETE

DETAIL OF COLUMN BC3

10

1:10SCALE

175

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

225

150

1800

FINISHED

GROUND LEVEL

TOP MOST COURSE

FILLED WITH

CONCRETE AND

TOP SURFACE

COPED

150 THK.

CONCRETE BLOCK

MASONRY WALL

(V

ER

IF

Y W

IT

H A

RC

H. D

RA

WIN

G A

LS

O)

225

T10@200c/c

T8@200c/c

600

(M

IN

IM

UM

)

350

EXISTING

GROUND LEVEL

150

600

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

400

200

400

200

800

300

SECTION

5

1:10SCALE

350

600

COMPOUND WALL

FOUNDATION

1000

SECTION

13

1:10SCALE

350

600

COMPOUND WALL

FOUNDATION

600

350

400

200

CONCRETE

BLOCK

FILLED WITH C45

CONCRETE

DETAIL OF COLUMN BC5

12

1:10SCALE

INSULATED

BLOCK

600

300

SECTION

14

1:10SCALE

350

(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

1600

4000

1400

2700

1800

3000

4200 1600

1400

54001900130018003800

20000

17000

1100

BC2 BC3

BC3

BC1

BC4

BC3

BC2

BC3

BC1

BC1

BC3

BC3

BC3

BC3

BC2

BC2

BC2

BC2

BC2

BC5

BC2BC3BC5

BC1 BC1 BC1

BC3

BC3

B6

B2

BC5

B3

B1

B5

B4

HCS SLAB PANEL SHALL

BE CHECKED WITH THE

WATER TANK LOAD OF

1000 LITRES CAPACITY

1200

1800

6

6

HCS

150 THK.

O

HC

S

15

0 T

HK

.

O

HC

S

15

0 T

HK

.

O

HC

S

15

0 T

HK

.

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

2400

750

2875

+2.350SSL

150 T

HK

.1600m

m H

IG

H P

AR

AP

ET

(H

AT

CH

ED

A

RE

A)

FO

R V

ER

TIC

AL W

AT

ER

H

EA

TE

R

FIX

IN

G (A

S P

ER

S

.I N

O: 75)

9 9

4375

2200

PC1

PC1

3450

1100

800

500

150

DETAIL OF BEAM B1

1

1:15SCALE

POLYSTYRENE END PLUG

(TYP)/APPROVED DETAIL

AS PER SUPPLIER

40

0

HC

S

200

DETAIL OF BEAM B2 & B3

2

1:15SCALE

200

30

0

HC

S

HC

S

JOINT GROUT

(TYP)

DETAIL OF BEAM B4

3

1:15SCALE

225

30

0

HC

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

30

0

HC

S

150

DETAIL OF BEAM B6

5

1:15SCALE

40

0

2-T12

T8@200c/c

2-T16

225

OUTSIDE

INSIDE

20

0

200

CONC. BLOCK

2-T16

SECTION

6

1:10SCALE

70

30

30

200

12mm THICK END PLATE

4nos. 14∅ HOLES FOR12∅ THROUGH BOLTS

8mm THICK STIFFENER PLATE

CHS 114x3.2mm

FRONT VIEW SIDE ELEVATION

70

70

20

0

30

30

2 Nos.12mm ∅ Bolt

70

70 3030 70

20

0

70

70

20

0

30

30

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

50

90

50

90

60

TYPICAL CONNECTION DETAIL OF

CARPARKING SHADE FRAME

7

1:10SCALE

TOGGLE

HC

S

JOINT GROUT

POLYSTYRENE END PLUG

200 THK. HOLLOW

BLOCK MASONRY

200

4-T10

T8@200c/c

200

HC

S

HC

S

JOINT GROUT

POLYSTYRENE END PLUG

200T8@200c/c

4-T10

200 THK. HOLLOW

BLOCK MASONRY

200

HC

S

200 THK. HOLLOW

BLOCK MASONRY

150 THK. HOLLOW BLOCK

MASONRY WALL

TOP BLOCK FILLED

WITH CONCRETE

MORTAR COPING

POLYSTYRENE

END PLUG

200

BOTTOM BLOCK FILLED

WITH CONCRETE

650

4-T10

T8@200c/c

200

HC

S

200

150 THK. HOLLOW BLOCK

MASONRY WALL

TOP BLOCK FILLED

WITH CONCRETE

MORTAR COPING

BOTTOM BLOCK FILLED

WITH CONCRETE

650

4-T10

T8@200c/c

200

200 THK. HOLLOW

BLOCK MASONRY

200

HC

S

200 THK. HOLLOW

BLOCK MASONRY

150 THK. HOLLOW

BLOCK MASONRY

WALL

MORTAR COPING

POLYSTYRENE

END PLUG

200

BOTTOM BLOCK FILLED

WITH CONCRETE

1600

4-T10

T8@200c/c

200

150 T

HK

.1600m

m H

IG

H P

AR

AP

ET

F

OR

V

ER

TIC

AL

WA

TE

R H

EA

TE

R F

IX

IN

G (A

S P

ER

R

FI-166)

400

150

T8@200c/c

1-T12

1-T12

PARAPET

BEAM - PB1

400

150

PARAPET

COLUMN - PC1

15

0

400

4-T12@200C/C(DRILLED

INTO EXISTING BEAM)

T10@200c/c

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-R1-CL-ST-601 Rev-C02, GARAGE CAR SHADE WORKS

EXECUTED AS PER APPROVED SHOP DRAWING DETAILS &

WATERPROOFING WORKS EXECUTED AS PER APPROVED

WATERPROOFING DETAILS.

DRAWN BY : SNL

APPROVED BY: MPBCHECKED BY: RMN

DESIGNED BY:

ORIGIN DATE : 18.04.2016 ISSUED DATE: 19.04.2016

AMAS-VL-AB-13-ST-2013

SHOWN @ A1

A Subsidiary of Almoayyed Contracting Group

SOCIAL VILLA -SC1

ROOF SLAB AND BEAM DETAILS

0

0

ISSUE FOR APPROVAL 11.06.2016 SNL