o chs 76x3.2mm chs 76x3.2mm hcs 150 thk....

FIRST FLOOR PLANAST-2005

1:50SCALE

O

HC

S15

0 TH

K.

HCS150 THK.

O

O

HC

S15

0 TH

K.

HC

S15

0 TH

K.

O

HC

S15

0 TH

K.

O

HC

S15

0 TH

K.

O

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

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

1212

13

13

3

3

STAIR CASE

2

2

55

9

SEC

9

SEC

C

H

S

7

6

x

3

.

2

m

m

C

H

S

7

6

x

3

.

2

m

m

C

H

S

7

6

x

3

.

2

m

m

HDPE SHADE CLOTH ON

APPROVED PROPRIETARY FRAME

WITH M.S. BRACKETS ANCHORED

TO WALL

C

H

S

7

6

x

3

.

2

m

m

99

DETAIL OF BEAM FB11ST-2005

1:10SCALE

DETAIL OF BEAM FB22ST-2005

1:10SCALE

DETAIL OF BEAM FB33ST-2005

1:10SCALE

DETAIL OF BEAM FB44ST-2005

1:10SCALE

DETAIL OF BEAM FB55ST-2005

1:10SCALE

DETAIL OF BEAM FB66ST-2005

1:10SCALE

DETAIL OF BEAM FB77ST-2005

1:10SCALE

DETAIL OF BEAM FB88ST-2005

1:10SCALE

400

2-T12

T8@200c/c

2-T16

225

OUTSIDE

INSIDE

200

200

CONC. BLOCK

HC

S

SECTION9ST-2005

1:10SCALE

200

150

150 THK. PARAPET WALL

TYPICAL CONNECTION DETAIL OF

CARPARKING SHADE FRAME

10

1:10SCALE

70

30

30

200

12mm THICK END PLATE

4nos. 14∅ HOLES FOR12∅ THROUGH BOLTS

8mm THICK STIFFENER PLATE

CHS 76x3.2mm

FRONT VIEW SIDE ELEVATION

70

70

200

30

30

2 Nos.12mm ∅ Bol t

70

70 3030 70

200

70

70

200

30

30

FABRIC CLAMPING PLATES FABRIC

THREADED TOGGLE

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

90

60

50

90

60

50

HC

S

JOINT GROUT

POLYSTYRENE END PLUG

200 THK. HOLLOW BLOCK MASONRY

20

0

4-T10

T8@200c/c

200

HC

S

AS PER HCS SUPPLIER (TYP)

200 THK. HOLLOW BLOCK MASONRY

POLYSTYRENE END PLUG

200

4-T10

T8@200c/c

200

200 THK. HOLLOW

BLOCK MASONRY

HC

S

ST-2005

HC

S

200 THK. HOLLOW

BLOCK MASONRY

JOINT GROUT

POLYSTYRENE END PLUG

200T8@200c/c

4-T10

200

HC

S

200

200 THK. HOLLOW BLOCK MASONRY

4-T10

T8@200c/c

200

200 THK. HOLLOW

BLOCK MASONRY

HC

S

MORTAR COPING

POLYSTYRENE END PLUG200

TWO BLOCK FILLED

WITH CONCRETE

450

4-T10

T8@200c/c

200

200 THK. HOLLOW

BLOCK MASONRY

HC

S

200

MORTAR COPING

450

TWO BLOCK FILLED

WITH CONCRETE

4-T10

T8@200c/c

200

200 THK. HOLLOW

BLOCK MASONRY

CONSULTANTS

NOTES :

CONSULTANTS

DESCRIPTIONNo. SIGNDATE

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.

DRAWN BY : SNL

APPROVED BY: MPBCHECKED BY: SINI

A Subsidiary of Almoayyed Contracting Group

DESIGNED BY

ORIGIN DATE :19.01.2016 ISSUED DATE: 21.01.2016

AMAS

SITE PLAN

KEY PLAN

SOCIAL VILLA -SA2

FIRST FLOOR SLAB AND BEAM DETAILS

AMAS

SITE PLAN

KEY PLAN

AMAS-VL-AB-13-ST-2005

0

AS SHOWN @ A1

SECOND FLOOR PLANAST-2006

1:50SCALE

O

HC

S15

0 TH

K.

O

HC

S15

0 TH

K.

HC

S15

0 TH

K.

O

O

HC

S15

0 TH

K.

HC

S15

0 TH

K.

O

HCS SLAB PANEL SHALL

BE CHECKED WITH THE

WATER TANK LOAD OF

1000 LITRES CAPACITY

7

SEC

7

SEC

88

7

7

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

2

2

STAIR CASE

3

3

99

WATER PUMP

BASE

HC

S

DETAIL OF BEAM SB11ST-2006

1:10SCALE

40

0

200

HC

S

HC

S

DETAIL OF BEAM SB33ST-2006

1:10SCALE

30

0

200

HC

S

DETAIL OF BEAM SB44ST-2006

1:10SCALE

35

0

200

HC

S

DETAIL OF BEAM SB55ST-2006

1:10SCALE

30

0

200

HC

S

DETAIL OF BEAM SB66ST-2006

1:10SCALE

30

0

200

HC

S

300

DETAIL OF BEAM SB22ST-2006

1:10SCALE

HC

S3

50

200

HC

S

200 THK. HOLLOW

BLOCK MASONRY

150

200

20

0

4-T10(TYP)

T8@200c/c(TYP)

200

150 THK. PARAPET WALL. REFER DRG.

NO. DA029-AES-SV-ZZ-GN-ST-2010

FOR DETAILS (TYP)

SECTION

07-07

ST-2006

1:10SCALE

HC

S

JOINT GROUT

POLYSTYRENE END PLUG

20

0

4-T10

T8@200c/c

200

200 THK. HOLLOW

BLOCK MASONRY

HC

S

AS PER HCS SUPPLIER (TYP)

POLYSTYRENE END PLUG

20

0

4-T10

T8@200c/c

200

200 THK. HOLLOW

BLOCK MASONRY

200 THK. HOLLOW

BLOCK MASONRY

HC

S

150 THK. HOLLOW BLOCK

MASONRY WALL

TOP BLOCK FILLED

WITH CONCRETE

MORTAR COPING

POLYSTYRENE

END PLUG

20

0

BOTTOM BLOCK FILLED

WITH CONCRETE

11

00

4-T10

T8@200c/c

200

200 THK. HOLLOW

BLOCK MASONRY

HC

S

20

0

150 THK. HOLLOW BLOCK

MASONRY WALL

TOP BLOCK FILLED

WITH CONCRETE

MORTAR COPING

BOTTOM BLOCK FILLED

WITH CONCRETE

11

00

4-T10

T8@200c/c

200

200 THK. HOLLOW

BLOCK MASONRY

HC

S

20

0

4-T10

T8@200c/c

200

200 THK. HOLLOW

BLOCK MASONRY

200 THK. HOLLOW

BLOCK MASONRY

CONSULTANTS

NOTES :

CONSULTANTS

DESCRIPTIONNo. SIGNDATE

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.

DRAWN BY : SNL

APPROVED BY: MPBCHECKED BY: SINI

A Subsidiary of Almoayyed Contracting Group

DESIGNED BY

ORIGIN DATE :19.01.2016 ISSUED DATE: 21.01.2016

AMAS

SITE PLAN

KEY PLAN

SOCIAL VILLA -SA2

SECOND FLOOR SLAB AND BEAM DETAILS

AMAS

SITE PLAN

KEY PLAN

AMAS-VL-AB-13-ST-2006

0

AS SHOWN @ A1

HC

S

DETAIL OF BEAM RB11ST-2007

1:10SCALE

35

0

200

HC

S

DETAIL OF BEAM RB33ST-2007

1:10SCALE

35

0

200

HC

S

150 THICK PARAPET WALL

DETAIL OF BEAM RB44ST-2007

1:10SCALE

30

0

200

HC

S

150

DETAIL OF BEAM RB55ST-2007

1:10SCALE

30

0

200

HC

S

150

300

DETAIL OF BEAM RB66ST-2007

1:10SCALE

30

0

200

HC

S

150

DETAIL OF BEAM RB22ST-2007

1:10SCALE

HC

S

30

0

200

HC

S

ROOF PLANAST-2007

1:50SCALE

HC

S15

0 TH

K.

O

HC

S15

0 TH

K.

O

O

HC

S15

0 TH

K.

O

HC

S15

0 TH

K.

HCS150 THK.

O

11 11

10

10

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

2

2

HC

S

JOINT GROUT

POLYSTYRENE END PLUG

200 THK. HOLLOW BLOCK MASONRY

20

0

4-T10

T8@200c/c

200

HC

S

200 THK. HOLLOW BLOCK MASONRY

150 THK. HOLLOW BLOCK

MASONRY WALL

TOP BLOCK FILLED

WITH CONCRETE

MORTAR COPING

POLYSTYRENE

END PLUG

20

0

BOTTOM BLOCK FILLED

WITH CONCRETE

65

0

4-T10

T8@200c/c

200

HC

S

200 THK. HOLLOW BLOCK MASONRY

20

0

TOP & BOTTOM BLOCK

FILLED WITH CONCRETE

MORTAR COPING

45

0

4-T10

T8@200c/c

200

CONSULTANTS

NOTES :

CONSULTANTS

DESCRIPTIONNo. SIGNDATE

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.

DRAWN BY : SNL

APPROVED BY: MPBCHECKED BY: SINI

A Subsidiary of Almoayyed Contracting Group

DESIGNED BY

ORIGIN DATE :19.01.2016 ISSUED DATE: 21.01.2016

AMAS

SITE PLAN

KEY PLAN

SOCIAL VILLA SA2

ROOF SLAB AND BEAM DETAILS

AMAS

SITE PLAN

KEY PLAN

AMAS-VL-AB-13-ST-2007

0

AS SHOWN @ A1

FOUNDATION AND COLUMN LAYOUT

RAFT FOOTINGAST-2004

1:50SCALE

NOTE: 1. PROVIDE T12@150 c/c AT TOP BOTHWAYS AND T10@150 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

1600 3400 5000

1800

4000

4500

2200

2200

2300

3100 1300 37001900

10000

17000

1ST-2004

1ST-2004

2ST-2004

3ST-2004

3ST-2004

O

T12@150c/c-B

O

T12@150c/c-B

O

T12@150c/c-T

240 THK RAFT SLAB (TYP)

SUNKEN 200MM

REFER TO COMPOUND

WALL DRAWING FOR

DETAILS

2400

2400

2000

1000

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

2ST-2004

REFER TO COMPOUND

WALL DRAWING FOR

DETAILS

800

800

4ST-2004

4ST-2004

1500 1500

800

300

SECTION4ST-2004

1:10SCALE

600

COMPOUND WALL

FOUNDATION

350

DETAIL OF COLUMN BC27ST-2004

1:10SCALE

INSULATED

BLOCK

(ALL THROUGH REINF. NOT SHOWN FOR CLARITY.

ONLY EXTRA REINF. SHOWN IN SECTION)

DETAIL OF COLUMN BC38ST-2004

1:10SCALE

DETAIL OF COLUMN BC49ST-2004

1:10SCALE

DETAIL OF COLUMN BC16ST-2004

1:10SCALE

225

225

DETAIL OF BEAM GB15ST-2004

1:10SCALE

DETAIL OF COLUMN BC510ST-2004

1:10SCALE

SECTION1ST-2004

1:20SCALE

SECTION2ST-2004

1:20SCALE

(ALL THROUGH REINF. NOT SHOWN FOR CLARITY.

ONLY EXTRA REINF. SHOWN IN SECTION)

(ALL THROUGH REINF. NOT SHOWN FOR CLARITY.

ONLY EXTRA REINF. SHOWN IN SECTION)

CONSULTANTS

NOTES :

CONSULTANTS

DESCRIPTIONNo. SIGNDATE

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.

DRAWN BY : SNL

APPROVED BY: MPBCHECKED BY: SINI

A Subsidiary of Almoayyed Contracting Group

DESIGNED BY

ORIGIN DATE :19.01.2016 ISSUED DATE: 21.01.2016

AMAS

SITE PLAN

KEY PLAN

SOCIAL VILLA -SA2

FOUNDATION DETAILS

AMAS

SITE PLAN

KEY PLAN

AMAS-VL-AB-13-ST-2004

0

AS SHOWN @ A1