-0.050 SSL

-0.150 FGL

400

400 150

250

500

3T16

T16-200

T16-200 BW (TOP & BOTTOM)

SECTION

SCALE 1 : 25

T

2

50mm THK.

BLINDING

1 2

-0.050 SSL

3600

RAFT

300

VA

RIE

S

SECTION

SCALE 1 : 50

A

1

100

400

(TYP)

150

50mm THK.

BLINDING

SECTION

SCALE 1 : 25

C

3

150

(M

IN

)

-0.150 FGL

CONCRETE

INFILL

T8-200

500

1400

T16-200

T16-200

2T10

-0.050 TOC

T10-200

NOTE:

NO EXCAVATION BELOW TOP OF FOOTING WITHOUT

PROVISION OF TEMPORARY WORKS TO SUPPORT

LATERALLY THE WALL. FOOTING TO BE FIRMLY

BACKFILLED

50mm THK.

BLINDING

-0.050 SSL

-0.150 FGL

400

1000 150

250

500

6T16T16-200

T16-200 BW (TOP & BOTTOM)

SECTION

SCALE 1 : 25

U

6

50mm THK.

BLINDING

SECTION

SCALE 1 : 25

D

4

3

+1.650 TOB

200

200

-0.050 TOB

400

-0.150 FGL

GB1

4T10

T8-200

50mm THK.

BLINDING

-0.050 SSL

1400 150

250

150

500

T16-200 BW (TOP & BOTTOM)

8T16T16-200

150

500

SECTION

SCALE 1 : 25

V

5

50mm THK.

BLINDING

GH

SECTION

SCALE 1 : 40

G

7

-0.125 SSL

SLOPE

50mm THK.

BLINDING

+3.050 TOH

FCB1B

150THK. HCS

F

150THK. HCS

FCB1A

+3.125 TOH

D

FCB2

150THK. HCS

+3.125 TOH

2

FLB2

150THK. HCS

+3.125 TOH

150THK. HCS

FCB1

+3.125 TOH

GH

+3.125 TOH

FB2

FB3

150THK. HCS

150THK. HCS

+3.050 TOH

FCB1

150THK. HCS

1 2

FLB1

+3.125 TOH

RLB3 150THK. HCS

+6.325 TOH

G

+7.585 TOB

150THK. HCS

RCB1

3

+6.325 TOH

CONCRETE (TYP)

+7.975 TOB

T8-200 AND

CONCRETE

INFILL FULL

HEIGHT

T8-200 (TYP)

2T8 (TYP)

D

+6.585 SSL

150THK. HCS

RCB2

E

150THK. HCS

RCB2

+6.325 TOH +6.325 TOH

2

150THK. HCS

RLB2

+6.325 TOH

+7.585 TOB

G

RLB3

150THK. HCS

+6.325 TOH

+7.585 TOB

3

+3.125 ( TOH )

T8-200

T10-200

4T12 (TYP)

2T12 (CIRCULAR

SHAPE BAR) (TYP)

+7.975 TOB

+6.325 TOH

3

+7.975 TOB

+6.325 TOH

2T12

T8-200

2T12

4T10

T8-200

RLB3A

T8-200

RLB3A

8T12

3

TRCB5

150THK. HCS

TRCB2

+9.525 TOH

+9.025 TOH

+10.775 TOB

2T8 (TYP)

T8-200 (TYP)

E

TRCB4

+9.525 TOH

+10.775 TOB

NASS KHARAFI JV

AB

PROJECT:

DRG.TITLE.

AS SHOWN

110236 - AB - ST-02 - 003

VILLA TYPE 2 + 2A

GROUND+FIRST+ROOF+

STAIR ROOF LEVEL - SECTIONS

1. DO NOT SCALE FROM THE DRAWINGS.

2. ALL DIMENSIONS ARE IN MILLIMETRES.

NOTES:

Consultant:

Client:

FAX:

TELEPHONE:

EMAIL:

+973 1713 1252

+973 1751 0400

office.bahrain@atkinsglobal.com

Level 11, East Tower

Bahrain World Trade Centre

P.O Box 5668, Manama

Kingdom of Bahrain

MINISTRY OF HOUSING

P.O. BOX 5802,MANAMA,KINGDOM OF BAHRAIN ,TEL:+973 17 533000, FAX: +973 17 533836

KINGDOM OF BAHRAIN

STRATEGIC PROJECTS SECTION

EAST HIDD

HOUSING DEVELOPMENT

CONSTRUCTION & MAINTENANCE OF 483 VILLAS

MANAMA, KINGDOM OF BAHRAIN

A1

Consultant:

P.O. Box 50900, Manama

Kingdom of Bahrain

TEL: +973 17 822666

FAX: +973 17 820666

EMAIL: info@ghe.com.bh

AS BUILT

SECTION

SCALE 1 : 20

E

8

SECTION

SCALE 1 : 20

H

11

SECTION

SCALE 1 : 20

J

12

SECTION

SCALE 1 : 20

K13

SECTION

SCALE 1 : 20

F10

SECTION

SCALE 1 : 20

G1

9

SECTION

SCALE 1 : 20

L14

SECTION

SCALE 1 : 20

M

16

SECTION

SCALE 1 : 20

N

17

SECTION

SCALE 1 : 20

P

18

SECTION

SCALE 1 : 20

Q

19

SECTION

SCALE 1 : 20

G2

15

SCALE 1 : 20

ARCH DETAIL

22

SCALE 1 : 20

W

23

SECTION

SCALE 1 : 50

ELEVATION 1

(PARTIAL FRONT ELEVATION)

24

SCALE 1 : 20

X

25

SECTION

SECTION

SCALE 1 : 20

R

20

SECTION

SCALE 1 : 20

S

21

C1

W1

C2

WP1

WP1

W2

C7

C4

C5

C6

C8 C9C10

-0.050 SSL

-0.050 SSL

GB2

GB

1

UP

1 2 3

A

B

C

D

E

F

G

H

-0.050 SSL

250 THK

RAFT SLAB

-0.050 TOB

-0.050 TOC

NO STRUCTURAL

SLAB

-0.050 TOB

-0.125 SSL

NO STRUCTURAL

SLAB

WP1

VARIES

MH

GROUND TO

FIRST FLOOR

LEVELS

MARKS

C1 C2 C4 C5 C6

C7 C8 C9 C10 WP1

GROUND TO

FIRST FLOOR

LEVELS

MARKS

MAIN BARS : 4 T12

LINKS : T8- 200

MAIN BARS : 4 T12

LINKS : T8- 200

MAIN BARS : 4 T12 + 2 T10

LINKS : 2 T8- 200

2 T10

MAIN BARS : 4 T12 + 2 T10

LINKS : 2 T8- 200

2T10

MAIN BARS : 4 T12

LINKS : T8- 200

MAIN BARS : 4 T12

LINKS : T8- 200

MAIN BARS : 4 T12

LINKS : T8- 200

MAIN BARS : 4 T12

LINKS : T8- 200

MAIN BARS : 4 T12

LINKS : T8- 200

MAIN BARS : 4T16

LINKS : T8- 200

2T10

BEAM

MARKS

SIZE (mm)

WIDTH DEPTH

200GB1 400

GB2 300 400

MARKTHICKNESS

W1200

W2200

SIZE

2400x200

2400x200

TOP BAR

BOTTOM BAR

SIDE BAR

LINK

1 2 3

A

B

C

D

E

G

F

H

W1

W2

C1

C2

C6

C7C8

PC1C9 C10

DN

UP

FB

1

FLB1

FLB

2

FCB1A

FC

B1

FC

B1

FB2

FB3

FC

B1

FC

B1

FCB1A

FC

B1

FC

B1

FC

B1

FB3

FC

B1B

FC

B1B

150 THK.

HCS

150 THK.

HCS

150 THK.

HCS

150 THK.

HCS

150 THK.

HCS

+3.125 TOH

150 THK.

HCS

150 THK.

HCS

FCB1A

FC

B3

+3.125 TOH

FC

B1

FCB1D

+3.200 TOB

FB2A

+3.050 TOH

FCB2

FCB2

+3.200 TOB

+3.125 SSL

FC

B1

FC

B1

FC

B1

FIRST FLOOR

TO ROOF LVL

LEVELS

MARKS

C2C1 C6

C7 C8 C9 C10

FIRST FLOOR

TO ROOF LVL

LEVELS

MARKS

PC1

- - - - - -

- - - - - -

MAIN BARS : 4 T12

LINKS : T8- 200

MAIN BARS : 4 T12

LINKS : T8- 200

MAIN BARS :4 T12

LINKS : T8- 200

MAIN BARS : 4 T12

LINKS : T8- 200

MAIN BARS : 4 T12

LINKS : T8- 200

MAIN BARS : 4 T12

LINKS : T8- 200

MAIN BARS : 4 T12

LINKS : T8- 200

MAIN BARS : 4 T12

LINKS : T8- 200

BEAM

MARKS

SIZE (mm)

200

WIDTH DEPTH

FB3

FB2A

FB2

FB1

FCB1

FCB1A

FCB2

FLB1

FLB2

FLB3

FLB3A

250

200

200

200

200

200

200

200

200

200

485

600

370

400

275

445

445

445

275

350

355

FCB3 200 275

FCB1C 200 275

FCB1D 200 275

FCB1B 200 200

MARK

W1

W2

SIZE

2400x200

2400x200

1 2 3

A

B

C

D

E

G

F

H

C8 C9 C10

DN

RLB

2

RB

1

RCB1B

RC

B1

RCB2

RCB1A

RC

B1

RC

B3

RC

B1

RC

B1

RLB3

RC

B1

RCB1A

RLB3A

150 THK.

HCS

150 THK.

HCS

150 THK.

HCS

150 THK.

HCS

150 THK.

HCS

+6.585 SSL

RC

B1

RC

B3

RC

B4

150 THK.

HCS

RC

B1

PLINTH FOR

MEP PLANTS

(TYP)

OPENING

OPENING

+6.325 TOH

+6.325 TOH

RCB2

+7.975 TOC

+7.585 TOC

+7.585 TOC

RLB1

ABOVE ROOF

LVL

LEVELS

MARKS

C8 C9 C10

MAIN BARS : 4 T12

LINKS : T8- 200

MAIN BARS : 4 T12

LINKS : T8- 200

MAIN BARS : 4 T12

LINKS : T8- 200

BEAM

MARKS

SIZE (mm)

WIDTH DEPTH

RB1

RCB1

RCB1A

RCB2

RCB3

RLB1

RLB2

RLB3

200

200

200

200

200

200

200

200

500

300

470

730

300

570

300

570

RCB4

200 400

RCB1B

200 570

MARKTHICKNESS

W1200

W2200

SIZE

2400x200

2400x200

SCALE 1 : 100

GROUND FLOOR PLAN (TYPE 2 & 2A)

1

SCHEDULE OF COLUMNS

SCHEDULE OF BEAMS

SCHEDULE OF RC WALLS

TYPICAL SECTION OF BEAM

NASS KHARAFI JV

AB

PROJECT:

DRG.TITLE.

AS SHOWN

110236 - AB - ST-02 - 004

VILLA TYPE 2 + 2A

GROUND+FIRST+ROOF LEVEL

SCHEDULES

1. DO NOT SCALE FROM THE DRAWINGS.

2. ALL DIMENSIONS ARE IN MILLIMETRES.

NOTES:

Consultant:

Client:

FAX:

TELEPHONE:

EMAIL:

+973 1713 1252

+973 1751 0400

office.bahrain@atkinsglobal.com

Level 11, East Tower

Bahrain World Trade Centre

P.O Box 5668, Manama

Kingdom of Bahrain

MINISTRY OF HOUSING

P.O. BOX 5802,MANAMA,KINGDOM OF BAHRAIN ,TEL:+973 17 533000, FAX: +973 17 533836

KINGDOM OF BAHRAIN

STRATEGIC PROJECTS SECTION

EAST HIDD

HOUSING DEVELOPMENT

CONSTRUCTION & MAINTENANCE OF 483 VILLAS

MANAMA, KINGDOM OF BAHRAIN

A1

Consultant:

P.O. Box 50900, Manama

Kingdom of Bahrain

TEL: +973 17 822666

FAX: +973 17 820666

EMAIL: info@ghe.com.bh

AS BUILT

SCALE 1 : 100

FIRST FLOOR PLAN (TYPE 2 & 2A)

2

SCHEDULE OF COLUMNS

SCHEDULE OF BEAMS

SCHEDULE OF RC WALLS

SCALE 1 : 100

ROOF LEVEL PLAN (TYPE 2 & 2A)

3

SCHEDULE OF COLUMNS

SCHEDULE OF BEAMS

SCHEDULE OF RC WALLS

D

E

2 3

-0.050 SSL

10

00

5200

24

00

1660

10

0

UP

D

E

2 3

5200

+3.125 SSL

24

00

DN

8 @ 280 = 2240

1300 1660

20

0

UP

+3.125 TOH

11

00

11

00

8 @ 280 = 2240

1300

D

E

2 3

+6.585 SSL

5200

DN

+6.325 TOH

1230

11

00

+6.325 TOH

1300

9 @ 280 = 2520

1380

20

01

10

0

2 3

+3.125 SSL

+6.585 SSL

+9.025 TOH

FLB3A

FLB3

+1.560 SSL

+4.780 SSL

14

40

(8

E

QU

AL

R

IS

ER

S)

18

05

(1

0 E

QU

AL

R

IS

ER

S)

18

8

14

22

(8

E

QU

AL

R

IS

ER

S)

17

5

17

5

+9.525 TOH

PLINTH AT ROOF LEVEL NOT SHOWN

IN SECTION FOR CLARITY

FL3

510

12

5

FL1

FL2

FL4

21

5

-0.050 SSL

14

3

14

22

(8

E

QU

AL

R

IS

ER

S)

1

7

5

1

7

5

1

7

5

1

7

5

+10.785 TOB

CAPPING BEAM

(TYP)

T8- 200 (TYP)

2T10 (TYP)

T8-200

(REBAR AND

CONCRETE INFILL

FULL HEIGHT)

6

0

0

6

0

0

8T12

T10-200

T10- 200

8- T12

(EQUALLY PLACED)

FL1

REFER ARCHITECTURAL

DRAWINGS FOR EXACT

SHAPE OF STEP (TYP)

500

8T12

T10-200

T10-200

CONSTRUCTION

JOINT

600

4T12

T8-200

CONCRETE FILLED

HOLLOW BLOCK

2 3

20

20

20

950

2990

2

4

1

0

2040

8T12

T12-200

T10-200

6

0

0

6

0

0

600

FL2

T10-200

8- T12

8T12

8-T12

600

2

3

REFER ARCHITECTURAL

DRAWINGS FOR EXACT

SHAPE OF STEP (TYP)

20

20

20

1370

2

9

8

5

2520

1310

REFER DETAIL 7

T10-200

T12-200

E D

E D

-0.050 SSL

+9.525 TOH

TRCB4TRCB4

RCB2RCB2

FCB2

FCB2

+3.125 SSL

+6.585 SSL

GROUND FLOOR PLAN

1

FIRST FLOOR PLAN

2

ROOF LEVEL PLAN

3

SECTION

SCALE 1 : 50

B

5

STAIR - FLIGHT- 1

REINFORCEMENT DETAIL6

SCALE 1 : 50

SCALE 1 : 50

SCALE 1 : 50

SCALE 1 : 20

STAIR - FLIGHT- 2

REINFORCEMENT DETAIL7

SCALE 1 : 20

SECTION

SCALE 1 : 20

C

8

REINFORCEMENT FOR FLIGHT FL3 & FL4

SIMILAR TO FLIGHT FL2

SECTION

SCALE 1 : 50

A

4

NASS KHARAFI JV

AB

PROJECT:

DRG.TITLE.

AS SHOWN

110236 - AB - ST-02 - 005

VILLA TYPE 2 + 2A

STAIRCASE DETAILS

1. DO NOT SCALE FROM THE DRAWINGS.

2. ALL DIMENSIONS ARE IN MILLIMETRES.

NOTES:

Consultant:

Client:

FAX:

TELEPHONE:

EMAIL:

+973 1713 1252

+973 1751 0400

office.bahrain@atkinsglobal.com

Level 11, East Tower

Bahrain World Trade Centre

P.O Box 5668, Manama

Kingdom of Bahrain

MINISTRY OF HOUSING

P.O. BOX 5802,MANAMA,KINGDOM OF BAHRAIN ,TEL:+973 17 533000, FAX: +973 17 533836

KINGDOM OF BAHRAIN

STRATEGIC PROJECTS SECTION

EAST HIDD

HOUSING DEVELOPMENT

CONSTRUCTION & MAINTENANCE OF 483 VILLAS

MANAMA, KINGDOM OF BAHRAIN

A1

Consultant:

P.O. Box 50900, Manama

Kingdom of Bahrain

TEL: +973 17 822666

FAX: +973 17 820666

EMAIL: info@ghe.com.bh

AS BUILT

2.1

1 2 3

A

B

C

D

E

G

F

H

UP

3

1 1

1 1

2

4

1

2

4

4

2

3

4

3

2 2

4

2

2

2

2 4

4 4

1 4

24

1

1

5

5

5

+3.200 FFL

FAMILY

HALL

BEDROOM-3

ROOF

COURTYARD

BELOW

BEDROOM-4BATH-3

M. BEDROOM

BATH-2

BEDROOM-2

1 2 3

A

B

C

D

E

G

F

H

22

6

6

2

2

6

4

66

4 2 1 1

66

2

2

1

1

1

1

6

1

2

4

3

2

3

2

6

6

6

5

5

5

1- T12 (TYP)

1- T12 (TYP)

1- T12 (TYP)

CONCRETE

INFILLED (TYP)

CONCRETE

INFILLED (TYP)

CONCRETE

INFILLED (TYP)

CORNER

INTERSECTION

END

3

2

4

END

1

CONCRETE

INFILLED (TYP)

NON-LOAD BEARING TO

LOAD BEARING WALL

5

INFILL INSULATION WALL

6

OUTSIDE

INSIDE

1. DO NOT SCALE FROM THE DRAWINGS.

2. ALL DIMENSIONS ARE IN MILLIMETRES.

NOTES:

GROUND FLOOR (TYPE 2+2A)

1

RC COLUMN / WALL

LOAD BEARING HOLLOW BLOCK WALL

MINIMUM COMPRESSIVE STRENGTH OF HOLLOW BLOCKS:

* AT ALL OTHER LOCATIONS- 7MPa.

LEGEND:

NON-LOAD BEARING HOLLOW BLOCK WALL

(MINIMUM COMPRESSIVE STRENGTH = 7Mpa)

LOAD BEARING HOLLOW BLOCK WALL

MINIMUM COMPRESSIVE STRENGTH OF HOLLOW BLOCKS:

* ALONG GRID -(2) AT GROUND FLOOR LEVEL- 7MPa WITH

ALL HOLLOW INFILLED WITH CONCRETE.

INSULATION BLOCK WALL

IN CASE EXTERNAL WALL SIDE

OPEN TO AIR THEN SHOULD BE

INSULATED

NOTE:

NASS KHARAFI JV

AB

PROJECT:

DRG.TITLE.

AS SHOWN

110236 - AB - ST-02 - 006

VILLA TYPE 2 + 2A

GROUND + FIRST LEVEL

FILL CONCRETE LAYOUT

Consultant:

Client:

FAX:

TELEPHONE:

EMAIL:

+973 1713 1252

+973 1751 0400

office.bahrain@atkinsglobal.com

Level 11, East Tower

Bahrain World Trade Centre

P.O Box 5668, Manama

Kingdom of Bahrain

MINISTRY OF HOUSING

P.O. BOX 5802,MANAMA,KINGDOM OF BAHRAIN ,TEL:+973 17 533000, FAX: +973 17 533836

KINGDOM OF BAHRAIN

STRATEGIC PROJECTS SECTION

EAST HIDD

HOUSING DEVELOPMENT

CONSTRUCTION & MAINTENANCE OF 483 VILLAS

MANAMA, KINGDOM OF BAHRAIN

A1

Consultant:

P.O. Box 50900, Manama

Kingdom of Bahrain

TEL: +973 17 822666

FAX: +973 17 820666

EMAIL: info@ghe.com.bh

AS BUILT

SCALE 1 : 50

FIRST FLOOR (TYPE 2+2A)

2

SCALE 1 : 50

C1

W1

C2

WP1

WP1

W2

C7

C4

C5

C6

C8C9

C10

-0.050 SSL

-0.050 SSL

GB2

GB

1

UP

VARIES

1 2 3

A

B

C

D

E

F

G

H

-0.050 SSL

250 THK

RAFT SLAB

-0.050 TOB

-0.050 TOC

NO STRUCTURAL

SLAB

-0.050 TOB

-0.125 SSL

NO STRUCTURAL

SLAB

1:100

SLO

PE

PLINTH FOR WATER

TANK AND PUMPS

MANHOLES

(TYP)

WP1

-0.050 TOB

MH

C1

W1

C2

WP1

WP1

W2

C7

C4

C5

C6

C8C9

C10

-0.050 SSL

-0.050 SSL

GB2

GB

1

UP

VARIES

1 2 3

A

B

C

D

E

F

G

H

-0.050 SSL

250 THK

RAFT SLAB

-0.050 TOB

-0.050 TOC

NO STRUCTURAL

SLAB

-0.050 TOB

-0.125 SSL

NO STRUCTURAL

SLAB

1:100

SLO

PE

MANHOLES

(TYP)

WP1

-0.050 TOB

MH

100

3600 5200

100

3300

2900

3300

2400

1400

3700

2100

100

19300

9000

100100

3600 5200

100

3300

2900

3300

2400

1400

3700

2100

100

19300

9000

100

PLINTH FOR WATER

TANK AND PUMPS

-0.150 TOB -0.150 TOB

1 2 3

A

B

C

D

E

G

F

H

W1

W2

C1

C2

C6C7

C8PC1

C9 C10

DN

UP

FB

1

FLB1

FLB

2

FCB1A

FC

B1

FC

B1

FB2

FB3

FC

B1

FC

B1

FCB1A

FC

B1

FC

B1

FC

B1

FB3

FC

B1B

FC

B1B

150 THK.

HCS

150 THK.

HCS

150 THK.

HCS

150 THK.

HCS

150 THK.

HCS

+3.125 TOH

150 THK.

HCS

150 THK.

HCS

FCB1A

FC

B3

+3.125 TOH

FC

B1

FCB1D

+3.200 TOB

FB2A

NON-LOAD

BEARING

BLOCK WALL

ON HCS

+3.050 TOH

FCB2

FCB2

OPENING

+3.125 SSL

OPENING

ARCH BELOW

BACK TO BACK OPTION (TYPE 2)

1. TOP OF WALL = +5.400

2. EXTEND COLUMNS - WP1 TO +5.400 AND

PROVIDE ANOTHER FCB1 AS CAPPING BEAM

FC

B1

FC

B1

FC

B1

NOTE:

ADJACENT TO ANOTHER VILLA

1. TOP OF WALL = +5.400

2. EXTEND COLUMN WP1 TO +5.400 AND

PROVIDE ANOTHER FCB1 AS CAPPING BEAM

+3.200 TOB

NON-LOAD

BEARING

BLOCK WALL

ON HCS

+3.125 TOH

+3.125 TOH

1 2 3

A

B

C

D

E

G

F

H

C8 C9 C10

DN

RLB

2

RB

1

RCB1B

RC

B1

RCB2

RCB1A

RC

B1

RC

B3

RC

B1

RC

B1

RLB3

RC

B1

RCB1A

RLB3A

150 THK.

HCS

150 THK.

HCS

150 THK.

HCS

150 THK.

HCS

150 THK.

HCS

+6.585 SSL

RC

B1

RC

B3

RC

B4

150 THK.

HCS

RC

B1

PLINTH FOR

MEP PLANTS

(TYP)

OPENING

OPENING

+6.325 TOH

+6.325 TOH

RCB2

+7.975 TOC

+7.585 TOC

+7.585 TOC

RLB1

D

E

2 3

5200

TR

CB

5

TRCB1

TR

CB

3

TRCB4

2400

+9.025 TOH+9.525 TOH

2100

TR

CB

2

150 THK.

HCS

5100

G

150 THK. PLINTH

FOR WATER TANK

AND PUMPS

TRCB1

TRCB4

1930

2000

100

+10.775 TOB

150 THK

HCS

C8 C9 C10

100

3600 5200

100

3300

2900

3300

2400

1400

3700

2100

100

19300

9000

100

100

3600 5200

100

3300

2900

3300

2400

1400

3700

100

9000

100

NASS KHARAFI JV

AB

PROJECT:

DRG.TITLE.

AS SHOWN

110236 - AB - ST-02 - 001

VILLA TYPE 2 + 2A

GROUND+FIRST+ROOF+

STAIR ROOF LEVEL GA PLANS

1. DO NOT SCALE FROM THE DRAWINGS.

2. ALL DIMENSIONS ARE IN MILLIMETRES.

NOTES:

Consultant:

Client:

FAX:

TELEPHONE:

EMAIL:

+973 1713 1252

+973 1751 0400

office.bahrain@atkinsglobal.com

Level 11, East Tower

Bahrain World Trade Centre

P.O Box 5668, Manama

Kingdom of Bahrain

MINISTRY OF HOUSING

P.O. BOX 5802,MANAMA,KINGDOM OF BAHRAIN ,TEL:+973 17 533000, FAX: +973 17 533836

KINGDOM OF BAHRAIN

STRATEGIC PROJECTS SECTION

EAST HIDD

HOUSING DEVELOPMENT

CONSTRUCTION & MAINTENANCE OF 483 VILLAS

MANAMA, KINGDOM OF BAHRAIN

A1

Supervision:

P.O. Box 50900, Manama

Kingdom of Bahrain

TEL: +973 17 822666

FAX: +973 17 820666

EMAIL: info@ghe.com.bh

AS BUILT

SCALE 1 : 100

GROUND FLOOR PLAN (TYPE 2)

1

SCALE 1 : 100

GROUND FLOOR PLAN (TYPE 2A)

2

NOTE:

ADD 15MM EXTRA(RAFT) FOR SIDES

OF ADJACENT VILLAS ONLY.

SCALE 1 : 100

FIRST FLOOR PLAN (TYPE 2 + 2A)

3

SCALE 1 : 100

ROOF LEVEL PLAN (TYPE 2 + 2A)

4

NOTE:

TOP LEVEL OF BEAMS RCB1B, RLB1 AND

RLB3 IS +6.425 TOB

SCALE 1 : 100

STAIR ROOF PLAN (TYPE 2 + 2A)

5