PROJECT: MADINAT SALMAN SOCIAL HOUSING, KINGDOM OF BAHRAIN @ BUDAIYA

STRUCTURAL DRAWINGS (PROTO TYPE–2A,2B&2C)

SNO DRAWING TITLE DRAWING NUMBER

01 FOUNDATION LAYOUT & SLAB LAYOUT-(PROTO TYPE-2A,2B&2C) ACM/C1502/DWG/PRT-2-S-101

02 SECTIONS AND R.C DETAILS –(PROTO TYPE-2A,2B&2C) ACM/C1502/DWG/PRT-2-S-102

03 STAIR CASE DETAILS –(PROTO TYPE-2A,2B&2C) ACM/C1502/DWG/PRT-2-S-103

SSL+0.400

PLOT LIMIT

PLOT LIMIT

PLOT LIMIT

PLOT LIMIT

PR

OP

OS

ED

PR

OT

OT

YP

E 2

PR

OP

OS

ED

PR

OT

OT

YP

E 2

200 THK. RAFT SLAB

600 W x200 THK.

FOUNDATION

600 W x200 THK.

FOUNDATION TOF

-0.200

600 W x200 THK.

FOUNDATION

TOF -0.200

200 THK RC

UPSTAND (TYP)

550

600

1325 700

60

03

90

0

12

0

200 THK RC

UPSTAND (TYP)

200 THIK RC

UPSTAND (TYP)

100

250

(TYP)

200

(TYP)

100

29

50

100

10

0

100

10

0

10

0

12

5

950

100 1025

F1

800

80

0

200

F1

95

0

250

50

01

80

0

500

100

A

1

1585

0

4800

7750

1050

B

3300

C D

3400

2

3

4

5

6

4200

3000

2125

1725

S2

S1

S12

S3

S4

PLOT LIMIT

PR

OP

OS

ED

PR

OT

OT

YP

E 2

PR

OP

OS

ED

PR

OT

OT

YP

E 2

A

1

1585

0

4800

7750

1050

B

3300

C D

3400

2

3

4

5

6

4200

3000

2125

1725

BASIC MESH

T16-200 TOP (HOR.)

T12-200 TOP (VER.) &

T12-200 BOT (HOR.)

T12-200 BOT (VER.)

T12-200 (B)

L = 1200

T12-200

L = 2000

T12-200

L = 3000

A

1

1585

0

4800

7750

1050

B

3300

C D

3400

2

3

4

5

6

4200

3000

2125

1725

S2

S1

S3

S4

FPL±0.000

UP

UP.

UP

SSL+0.400

FPL±0.000

LEV. +0.400

PLOT LIMITPLOT LIMIT

PLOT LIMIT PLOT LIMIT

PR

OP

OS

ED

PR

OT

OT

YP

E 2

PR

OP

OS

ED

PR

OT

OT

YP

E 2

SLAB ON GRADE

100 THK.

250 THK. RAFT SLAB

100 THK.

BLOCK WALL

200 THK.

BLOCK WALL

100 THK.

BLOCK WALL

(BOUNDRY WALL)

(BOUNDRY WALL)

(BOUNDRY WALL)

100 THK.

BLOCK WALL

(BOUNDRY WALL)

200 THK.

BLOCK WALL

(BOUNDRY WALL)

SLAB ON GRADE

100 THK.

12

70

D3

D3 D3

D1

D1

D3

D3

D2

D1

D3

D3

D3

D3

D3

D3

D3

D2

D2

D1

D1

D1

D1

D1

D1

SLAB ON GRADE

LIMITS REFER TO

ARCH. DWGS

C1

C1

A252 BASIC

MESH (TOP)

A252 BASIC MESH

(TOP)

A

1

1585

0

4800

7750

1050

B

3300

C D

3400

2

3

4

5

6

4200

3000

2125

1725

50

01

80

0

500

100

95

05

0

250

100

S2

S7

S4

S3

S1

S5A

S6

A

1

1585

048

00

7750

1050

B

3300

C D

3400

2

3

4

5

6

4200

3000

2125

1725

UP

DN

SSL+3.570

PR

OP

OS

ED

PR

OT

OT

YP

E 2

PR

OP

OS

ED

PR

OT

OT

YP

E 2

200

HCS

RB 4

RB 4

RB

RB

4

RB

4

RB

RB

RB

RB

RB

RB

RB

RB

RB

B1

B2

D1

D3D1

D3

D3

RB

RB

D3

D3 D2

D3

D3

D2

D3

D3

D3

RB

C1C1

C1

B4

B4

B4

B5

GRC TRELLIS

50

01

80

0

500

100

95

05

0

250

100

S7

S3

RB 4

A

1

1585

0

4800

7750

1050

B

3300

C D

3400

2

3

4

5

6

4200

3000

2125

1725

SSL+6.740

B1

B2 (LA

ND

IN

G)

PR

OP

OS

ED

PR

OT

OT

YP

E 2

PR

OP

OS

ED

PR

OT

OT

YP

E 2

200

HCS

200

HCS

FOR PARAPET WALL

DETAILS REFER

ARCH. DRGS. (TYP)

FOR PARAPET WALL

DETAILS REFER

ARCH. DRGS. (TYP)

RB

RB5

RB

RB

RB

RB

RB

RB

RB

D3

D1

D3

D3

D3 D2

D3

D3

D2

D3

D3

D3

RB

RB

RB

RB

40

0

RB

RB

RB

RB

50

01

80

0

500

100

95

05

0

250

100

600

100

20

0

S11

4

5

6

2125

1725

RB2

RB

2

RB

2

RB

FOR PARAPET WALL

DETAILS REFER

ARCH. DRGS. (TYP)

S9

4

5

6

2125

1725

RB1

RB

1

RB

1

RB

FOR PARAPET WALL

DETAILS REFER

ARCH. DRGS. (TYP)

S8

A

1

1585

0

4800

7750

1050

B

3300

C D

3400

2

3

4

5

6

4200

3000

2125

1725

A

1

1585

0

4800

7750

1050

B

3300

C D

3400

2

3

4

5

6

4200

3000

2125

1725

SSL+9.960

PR

OP

OS

ED

PR

OT

OT

YP

E 2

PR

OP

OS

ED

PR

OT

OT

YP

E 2

200

HCS

RB

RB

RB

RB

RB

RB

RB

RB

FOR PARAPET WALL

DETAILS REFER

ARCH. DRGS. (TYP)

FOR PARAPET WALL

DETAILS REFER

ARCH. DRGS. (TYP)

RB

WATER TANK SIZE

2500x1000x1000 HIGH (600mm

WATER HIGHT)

LOAD USED IN DESIGN = 40 kN

A

1

1585

0

4800

7750

1050

B

3300

C D

3400

2

3

4

5

6

4200

3000

2125

1725

RB1

RB

1

RB

1

S8

S10

A

7750

1050

B

3300

C D

3400

A

7750

1050

B

3300

C D

3400

A

1

1585

0

4800

7750

1050

B

3300

C D

3400

2

3

4

5

6

4200

3000

2125

1725

SSL+6.740

B1

B2 (LA

ND

IN

G)

PR

OP

OS

ED

PR

OT

OT

YP

E 2

PR

OP

OS

ED

PR

OT

OT

YP

E 2

200

HCS

200

HCS

FOR PARAPET WALL

DETAILS REFER

ARCH. DRGS. (TYP)

FOR PARAPET WALL

DETAILS REFER

ARCH. DRGS. (TYP)

RB

RB

RB

RB

RB

RB

RB

RB

RB

D3

D1

D3

D3

D3 D2

D3

D3

D2

D3

D3

D3

RB

RB

RB

RB

40

0

RB

RB

RB

RB

50

01

80

0

500

100

95

05

0

250

100

600

100

20

0

S11

PROJECT:

MAIN CONTRACTOR:

DRAWING TITLE:

SCALE DATE

DRAWN BY JOB NO.

AS SHOWN

NN

22-01-2017

DRG NO.

CLIENT:

SUPERVISION CONSULTANT:

STATUS:

AS BUILT DRAWING

1502

MADINAT SALMAN SOCIAL HOUSING,

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

DESIGN CONSULTANT:

ACM/C1502/DWG/PRT-2-S-101

FOUNDATION LAYOUT & SLAB

LAYOUT (PROTO TYPE -2A,2B&2C)

FOUNDATION LAYOUT FOUNDATION REINFORCEMENT LAYOUT GROUND FLOOR SLAB LAYOUT FIRST FLOOR SLAB LAYOUT

SECOND FLOOR SLAB LAYOUT (P2A & P2C) ROOF SLAB LAYOUT (VILLA TYPE 2A)

VILLA TYPE 2B

VILLA TYPE 2CSECOND FLOOR SLAB LAYOUT (P2B)

1725

250 200

200 THK.

RAFT FOUNDATION

(GROUND FLOOR SLAB)

250200

SELECTED GRANULAR FILL OF COMPACTED

IN TWO LAYERS NOT EXCEEDING 200mm TO

95% MDD AS PER SPECIFICATIONS.

BITUMINOUS COATING TO

SPECIFICATION

50mm BLINDING

POLYTHENE SHEET 1000g

SSL+0.400

FPL±0.00

SSL+0.400

FPL±0.00

40

02

00

T12-200

10-T16

T12-200

10-T16

T12-200 BOTTOM EXTRA

T12-200 EXTRA BOTTOM

1000 1000

T12-200

T16-200

T12-200

2125(NTS) 3000(NTS) 4800 (NTS)

200mm BLOCKWORK

LOAD BEARING (TYP)

HOLLOW BLOCK FILLED

WITH CONCRETE (TYP)

WITH STARTER BAR

HOLLOW BLOCK FILLED

WITH CONCRETE (TYP)

WITH STARTER BAR

200mm BLOCKWORK

LOAD BEARING (TYP)

200mm BLOCKWORK (NON

LOADING BEARING)

(TYP)

20

0

1700 (NTS)

1050

200mm BLOCKWORK

LOAD BEARING (TYP)

250 200

200 THK.

RAFT FOUNDATION

(GROUND FLOOR SLAB)

250200

20

04

00

PROTYPE-1

20

04

00

PROTYPE-1

SELECTED GRANULAR FILL OF COMPACTED

IN TWO LAYERS NOT EXCEEDING 200mm TO

95% MDD AS PER SPECIFICATIONS.

BITUMINOUS COATING TO

SPECIFICATION

50mm BLINDING

POLYTHENE SHEET 1000g

50mm

SSL+0.400

SSL+0.400

50mm

T12-200

10-T16

T12-200

10-T16

HOLLOW BLOCK FILLED

WITH CONCRETE (TYP)

WITH STARTER BAR

HOLLOW BLOCK FILLED

WITH CONCRETE (TYP)

WITH STARTER BAR

T12-200 EXTRA BOTTOM

T12-200

EXTRA BOTTOM

1000 1000

T12-200

T16-200

T12-200

200mm BLOCKWORK

LOAD BEARING (TYP)

FOR STAIRCASE DETAILS

REFER TO DWG. NO. 43200

40

0

3300 3400

200mm BLOCKWORK

(TYP)

250200

20

04

00

PROTYPE-1

50mm

SSL+0.400

250 200

L L

20

04

00

12mm EXPANSION

JOINT WITH TREATED

FIBREBOARD

FILLER PIECE FOR

ADJACENT

HOUSE (TYP)

12

17

5

HOLLOW BLOCK FILLED

WITH CONCRETE (TYP)

WITH STARTER BAR

C C

200mm BLOCKWORK

(TYP)

250200

20

04

00

PROTYPE-1

50mm

SSL+0.400

250 200

L

L

20

04

00

12mm EXPANSION JOINT

WITH TREATED

FIBREBOARD

FILLER PIECE FOR

ADJACENT HOUSE (TYP)

12

HOLLOW BLOCK FILLED

WITH CONCRETE (TYP)

WITH STARTER BAR

C

C

2 T16

2 T16

T10-200

250

50

0

BEAM B5

100 THK.

SLAB ON GRADE

HOLLOW BLOCK WORK

T12-200

T10-200

6-T12

100

HOLLOW BLOCK FILLED

WITH CONCRETE

FPL±0.00

400 200

GRC TRELLIS

GRC CLADDED

10

0

20

02

00

T10-300

+3.620

T.O.B

BEAM (B4)

2 T16

2 T16

T10-200

HOLLOW BLOCK

WORK

T12-200

T10-200

6-T12

200

HOLLOW

BLOCKFILLED

WITH CONCRETE

FPL±0.00

200 200 200

600

20

0

T10-300

25

0

D4

T10-200 LINKS

4T16

800x800x250

FOUNDATION

T12-200 B/W

REFER TO

ARCH. DWGS.

SLAB ON GRADE

A252 MESH

SELECTED GRANULAR FILL OF

COMPACTED IN TWO LAYERS NOT

EXCEEDING 200mm TO 95% MDD

AS PER SPECIFICATIONS.

BITUMINOUS COATING TO

SPECIFICATION

50mm BLINDING

POLYTHENE SHEET 1000g

45

02

50

T12-200

T10-200

6-T12

400 200

20

02

00

T10-300

-0.20 (TOF)

100

FPL±0.00

HOLLOW

BLOCK WORK

T12-200

T10-200

6-T12

+0.40 (SSL)

400 200

20

02

00

T10-300

±0.00 (T.O.F)

20

0

HOLLOW BLOCK

FILLED WITH

CONCRETE

100

HOLLOW BLOCK

WORK

100 THK. SLAB ON

GRADE

T12-200

T10-200

6-T12

FPL±0.00

400 200

20

02

00

T10-300

-0.20 (TOF)

15

0

15

0

HOLLOW BLOCK WORK

HOLLOW BLOCK FILLED

WITH CONCRETE

20

0

300300

2880 (NTS)

15

0

200

SSL+0.400

A 252 MESH

SLAB ON GRADE

T12-200

T10-200

100 THK. SLAB

FPL±0.00

10

0

25

01

10

0

200

SSL+9.960

SSL+10.210

20

0

50mm SCREED

CONSTRUCTION

JOINT (OPTIONAL)

1-T8

SSL+9.960

T8-200 LINKS

4-T12

PRECAST HOLLOWCORE

CONCRETE SLAB

20

0

200

50

OPENING

T8-200 LINKS

11-T12

170

TOP+11.060

30

HOLLOW BLOCK

FILLED WITH

CONCRETE (TYP)

PARAPET WALL

(BLOCK WORK)

10

0

75

20

0

PARAPET WALL

(BLOCK WORK)

50mm SCREED

CONSTRUCTION

JOINT (OPTIONAL)

1-T12

SSL+9.960

T8-200 LINKS

4-T12

GRC CLADDED

BEAM

GRC TRELLIS

AS

P

ER

A

RC

H.

170 30

200

PRECAST HOLLOWCORE

CONCRETE SLAB

TOP+11.060

HOLLOW BLOCK FILLED

WITH CONCRETE (TYP)

HOLLOW BLOCK

FILLED WITH

CONCRETE (TYP)

127x76x13 UB

SSL+9.960

RING BEAM (RB)

PA

RA

PE

T W

AL

L A

S P

ER

A

RC

H.

200

20

0

20

0

4-T12

T8-200 LINKS

1-T12

PRECAST HOLLOWCORE

CONCRETE SLAB

17030

50mm SCREED

200mm HOLLOW

BLOCK WORK

HOLLOW BLOCK

FILLED WITH

CONCRETE (TYP)

REINF. AS PER PLAN

60

0

(T

YP

.)

250

(TYP.)

10T16

200

50

SC

RE

ED

SSL+3.570

50

SC

RE

ED

SSL+6.740

20

0

SSL+9.960

TOP+11.060

30

(TYP)

50

SC

RE

ED

20

0

15mm PLASTER (TYP)

HOLLOW BLOCK WORK

20

0

(T

YP

)

20

0

HOLLOW BLOCK FILLED

WITH CONCRETE (TYP)

20

0

1-T8 (TYP)

CONCRETE

GROUT

1-T8 (TYP)

CONCRETE

GROUT

1-T8 (TYP)

CONCRETE

GROUT

SSL+0.400

HOLLOW BLOCK FILLED

WITH CONCRETE (TYP)

WITH STARTER BAR

20

0

30

30

200

20

02

00

HOLLOW BLOCK FILLED

WITH CONCRETE (TYP)

20

0

50mm SCREED

CONSTRUCTION

JOINT (OPTIONAL)

2-T8

SSL+9.960

T8-200 LINKS

4-T12PRECAST HOLLOWCORE

CONCRETE SLAB

20

0

200

50

170

TOP+11.060

30

200mm HOLLOW

BLOCK WORK

SSL+6.740

PRECAST HOLLOWCORE

CONCRETE SLAB

10-T16

TOP MAIN BAR TO BE

ANCHARED 150mm IN

TO RING BEAM (RB)

T8-200 LINKS

20

0

200200

CONSTRUCTION JOINT (OPTIONAL)

2-T8

T8-200 LINKS

4-T12

20

0

200

17030

PARAPET WALL

(BLOCK WORK)

11

00

HOLLOW BLOCK

FILLED WITH

CONCRETE (TYP)

HOLLOW BLOCK

FILLED WITH

CONCRETE (TYP)

HOLLOW BLOCK

FILLED WITH

CONCRETE (TYP)

200mm HOLLOW

BLOCK WORK

HOLLOW BLOCK

FILLED WITH

CONCRETE (TYP)

200mm HOLLOW

BLOCK WORK

200mm HOLLOW

BLOCK WORK

HOLLOW BLOCK

FILLED WITH

CONCRETE (TYP)

HOLLOW BLOCK

FILLED WITH

CONCRETE (TYP)

REINF. AS PER PLAN

5T12 (TYP)

GROUND SLAB

200

HOLLOW BLOCK WORK

C

L

T12-200 (TYP)

20

02

00

250

200 600

250

200600

SELECTED GRANULAR FILL OF

COMPACTED IN TWO LAYERS

NOT EXCEEDING 200mm TO 95%

MDD AS PER SPECIFICATIONS.

400

20

0

IN FILLED BLOCK

WITH 2-T12

IN FILLED BLOCK

WITH 3-T12

200 200

20

02

00

40

0

400

IN FILLED BLOCK

WITH 4-T12

200 200 200

600

20

0

40

0

250

25

0

4 T16

T10-200

8 T16

T10-150

200

60

0

10 T16

T12-150

300

80

0

PROJECT:

MAIN CONTRACTOR:

DRAWING TITLE:

SCALE DATE

DRAWN BY JOB NO.

AS SHOWN

NN

22-01-2017

DRG NO.

CLIENT:

SUPERVISION CONSULTANT:

STATUS:

AS BUILT DRAWING

1502

MADINAT SALMAN SOCIAL HOUSING,

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

DESIGN CONSULTANT:

ACM/C1502/DWG/PRT-2-S-102

SECTIONS AND R.C DETAILS LAYOUT

(PROTO TYPE -2A,2B&2C)

SECTION - S1

SECTION - S2

SECTION DETAIL OF HOUSE

ATTACHMENT (RAFT FOUNDATION AT

SAME LEVEL)

SECTION DETAIL OF HOUSE

ATTACHMENT (RAFT FOUNDATION AT

DIFFERENT LEVELS)

BEAM -5

SECTION - S3

SECTION - S4

SECTION - S5 (TYP. FOR FOUNDATION F1)

SECTION - S6

SECTION - S5A

SECTION - S7

SECTION - S8

SECTION - S9

SECTION - S10

TYPICAL SECTION

SECTION - S11

FOUNDATION UNDER 200mm BLOCK WALL

TYP. DETAIL -D3 COLUMN DETAIL -C1

TYP. DETAIL -D2

TYP. DETAIL -D1

BEAM - RB 4

BEAM - RB 5

0 20 40S1

1:50

SECTION

LANDING

SSL+1.985

FIRST FLOOR

SSL+3.570

SECOND FLOOR

SSL+6.740

ROOF

SSL+9.960

GROUND FLOOR

SSL+0.400

LANDING

SSL+5.155

(9

E

QU

AL

R

IS

ER

S)(9

E

QU

AL

R

IS

ER

S)(9

E

QU

AL

R

IS

ER

S)(9

E

QU

AL

R

IS

ER

S)

FIRST FLOOR

SSL+3.570

SECOND FLOOR

SSL+6.740

1

5

0

1

5

0

1

5

0

1

5

0

B1

B2

B1

B2

RB

RB

RB

FIRST FLIGHT

SECOND FLIGHT

(DETAIL 1)

(DETAIL 2)

1

5

0

T12-200

T12-300

T12-200

T12-200

LANDING

SSL+1.985

T12-200

T12-200

RA

FT

T

HK

.

AS

P

ER

P

LA

N

T12-200

T10-300

0 20 401

1:20

DETAIL 1

REINF. DETAIL OF FIRST FLIGHT

GROUND FLOOR

SSL+0.400

REINF. AS PER PLAN

T12-200

T12-300

4-T12

T8-200 LINKS

40

0

200

1

5

0

T12-200

T10-300

T12-200

T12-200

T12-200

T12-200

0 20 402

1:20

DETAIL 2

REINF. DETAIL OF SECOND FLIGHT

T12-300

T12-200

15

0

RC BEAM

(B2 @ LANDING

LEVEL)

4-T12

T8-200 LINKS

200

40

0

FIRST FLOOR

SSL+3.570

BEAM AS PER

SCHEDULE

100200

T10-200

CLOSED LINKS

3T16

1 T12

T12-200

200

RC CORBEL TO SUPPORT

PRECAST HOLLOWCORE

SLAB

PRECAST

HOLLOWCORE

CONCRETE SLAB

3T16

C D

3400

3

UP

DN

RB

RB

B1

B2

RB

9502400

8 EQ. TREADS

10

00

50

10

00

B1

B2

(LA

ND

IN

G)

RB

RB

RB

2400 950

10

00

50

10

00

7750

C D

3400

3

C D

3400

3

A PLAN AT GROUND FLOOR

-

Scale 1:50

B PLAN AT FIRST FLOOR

-

Scale 1:50

C PLAN AT SECOND FLOOR

-

Scale 1:50

S1

-

S1

-

S1

-

PROJECT:

MAIN CONTRACTOR:

DRAWING TITLE:

SCALE DATE

DRAWN BY JOB NO.

AS SHOWN

NN

22-01-2017

DRG NO.

CLIENT:

SUPERVISION CONSULTANT:

STATUS:

AS BUILT DRAWING

1502

MADINAT SALMAN SOCIAL HOUSING,

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

DESIGN CONSULTANT:

ACM/C1502/DWG/PRT-2-S-103

STAIR CASE DETAILS

(PROTO TYPE -2A,2B&2C)