A B C E A E 2 3 4housing.gov.bh/.../HousingDesign/HousesModels/Documents/D11-Structural.pdf ·...

UNAIZA

FARZANA

SCALE 1 : 100

STRIP FOUNDATION LAYOUT PLAN

5

6

4

3

2

1

A B C E

C02

C01C01

C03

C01

C01

C01

C02

C01

4000

2000

2000

2200

4200

2000

200

6400

200

3800

200

2800 1400 5150

9550

C04

6a

C03aC03a

3700

1800

2200

16800

700

800

900

800

700

800

600

700

700

700

900

800

900

700

LEVEL

GROUND FLOOR

STAIRCASE AT

C

E

C02

C01

C02

C01

C04

1450

5

6

6a

4

3

2

2200

4200

2200

2000

2000

SCALE 1 : 100

(ADJACENT HOUSE ALONG THE GRID LINE ’E’)

PARTIAL ATTACHMENT FOUNDATION LAYOUT PLAN

5

6

4

3

2

1

A

4000

2000

2000

2200

4200

6a

2200

1250

600

700

800

700

700

700

700

SCALE 1 : 100

(ADJACENT HOUSE ALONG THE GRID LINE ’A’)

PARTIAL ATTACHMENT FOUNDATION LAYOUT PLAN

250

250

FILLED PIECE (TYP.)

WITH TREATED FIBREBOARD

EXPANSION JOINT

12mm

50

800

800

900

700

700

1250

1250

1250

1250

1250

1250

1450

700

600

C01

C05

700

700

700

600

20

mm E/J

1900

1900

1450

SCALE 1 : 20

GROUND FLOOR SLAB

TYPE A393

MESH REINFORCEMENT

POLYTHENE SHEET

1000G

CONSTRUCTION JOINT

ROUGHEND

VOIDS TO BE FILLED

WITH SRC GRADE

35/10 CONCRETE, 12mm

DIA. BARS

REINFORCED BLOCKWORK

BELOW DPC LEVEL

TYPICAL DETAIL

CL

FIN. GRD. FLR. LEVEL

C

C 300C

C 300 C

C150

C

C600

C

C 150

C

C100

C

C50

C

C

150

20

mm E/J

20mm E/J

SUNKEN SLAB

50mm.

SUNKEN SLAB

150mm.

100

200

900

200

700

14 SECTION75-01/1

175-01/2

175-01/2

375-01/2

175-01/2

1175-01/3

975-01/3

675-01/2

75-01/3

10a

75-01/1

14

275-01/3

175-01/2

175-01/2

475-01/2

575-01/2

875-01/2

175-01/2

1075-01/3

775-01/2

9a75-01/3

675-01/2

1a75-01/4

1275-01/3

1275-01/3

1375-01/3

AUG.2012

D11 - 75 - 01/1

1:100

HOUSE TYPE D11


AND R.C.SECTION

(SHEET 1 OF 4)

2

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

ALL DIMENSIONS ARE IN MILLIMETERS UNLESS

OTHERWISE STATED.

THIS DRAWING IS TO BE READ IN CONJUNCTION

WITH M.O.H. SPECIFICATIONS AND

ARCHITECTURAL DRAWINGS.

FOUNDATIONS ARE DESIGNED FOR A BEARING

CAPACITY OF 150 KN/m THE FORMATION

MUST BE INSPECTED BY THE ENGINEER PRIOR

TO PLACING BLINDING.

FOUNDATIONS ARE DESIGNED FOR FUTURE

3rd FLOOR EXTENSION.

WHERE THE GROUND BEARING CAPACITY IS

LESS THAN THE ABOVE, AN ALTERNATIVE

DESIGN SHALL BE MADE BY THE ENGINEER.

CONCRETE TO FOUNDATIONS SHALL BE

GRADE 45/20 SRC TO M.O.H. SPECIFICATION.

REINFORCEMENT IN THE FOUNDATION WILL

BE HIGH YIELD STEEL DENOTED ’Y’ TO

BS 4449 GRADE 460 OR ASTM 615 GRADE 60.

MINIMUM COVER TO REINFORCEMENT IN

FOUNDATIONS TO BE 70mm.

IN AREAS WHICH HAVE VEGETATION, TOP SOIL

SHOULD BE EXCAVATED AND REMOVED TO A

MINIMUM DEPTH OF 200mm AND THE FORMA-

TION COMPACTED PRIOR TO ADDING THE FILL.

THIS WORK SHOULD BE CARRIED OUT AS PER

ENGINEER’S INSTRUCTION. (SEE SPECS CL 2.15)

FOUNDATION IN FILL AREAS SHALL BE PLACED

ON A MINIMUM 500mm COMPACTED FILL OTHER-

WISE LOWER THE FOUNDATIONS 300mm INTO

UNDISTURBED SUITABLE GROUND OR 100mm

INTO ROCK WHICHEVER IS LESS, ALL OTHER

CASES FOLLOW THE STANDARD DETAILS.

FORMWORK - THE CONTRACTOR SHALL USE

FORMWORK IN THE CONSTRUCTION OF ALL

FOUNDATIONS.

12.USE TOP AND BOTTOM REINFORCEMENT

IF PART OF THE HOUSE ON ROCK AND PART

ON FILL.

13.

BLOCKWORK BELOW DPC SHALL BE 7 N/MM^2

HOLLOW, FILLED WITH CONC. C35/10. Y12 BARS

TO BE EXTENDED IF NUMBER OF BLOCKS BELOW

DPC IS 4 OR MORE AS SHOWN IN TYP. DETAIL.

DO NOT SCALE FROM THE DRAWING WHERE

ASK.

14.

15.

FIGURE DIMENSIONS ARE PROVIDED -IF IN DOUBT

D11-75-01/3.

WITH STRUCTURAL DRG. Nos. D11-75-01/2 &


CONTRACT

ISSUED FOR LUMP SUM

CONTRACT

ISSUED FOR LUMP SUM 2012

NOV

AMJAD.S

REVISED AS SHOWNAPR.2013

C01 C01

C01

C01

C01

B

C01

C01

C01

C01

C01

C01

C01

C01

C01

C01

C01

C01

C01

C01

C01

C01C02

C04

C02

C01

C01

REVISED AS SHOWN

5a75-01/4

1575

200

3450

B

200

1b75-01/4

225

200

200

225

75-01/4

10b

APRIL.2014

100

100

2100

650

650

C04

B

C06

B

700

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DESIGN DIRECTORATE

HOUSING PROJECTS PLANNING &

Ñ˘íÓ ˙Æ˚Õªíª ˙ÆåäˇÓì HEAD, ENGINEERING DESIGN

N O T E S

DESIGNED

CHECKED

DRAWN/CAD

DRAWING NUMBER

DATE

REVISION

PROJECT NAME

DRAWING TITLE

REVISIONSAPP’D/DATE

FARZANA AMIRI

B

ADEL BIN RAJAB

CHIEF,DESIGN Ñ˘íÓ ˙Æ˚Õªíª

MINISTRY OF HOUSING

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

KINGDOM OF BAHRAIN

BBB

BBB

A

SCALESHEET SIZE

A 1

UNAIZA

FARZANA

HOUSE TYPE D11

CONTRACT

ISSUED FOR LUMP SUM

CONTRACT


NOV

AUG.2012

GRADE C45 CONCRETE/SRC (TYP.)

1000G POLYTHENE SHEET (TYP.)

HOLLOW BLOCKS WALL (TYP.)

DPC (TYP.)


AND R.C.SECTION

(SHEET 2 OF 4)

D11 - 75 - 01/2

1:20

(WITHOUT HOUSE ATTACHMENT)

(TYPICAL EXTERNAL FOOTING)

(TYPICAL INTERNAL FOOTING)

(WITHOUT HOUSE ATTACHMENT)SCALE 1 : 20

C

C 350

C

C 700

C

C 350

C

C100

C

C50

DPC LEVEL (TYP.)

GROUND FLR. SLAB &

C

C

300

C

C

250

C

C

300 5

00

~

C

C 200

CL

GL

SCALE 1 : 20

FIN. GRD. FLR. LEVEL (TYP.)

C

C 200

CL

GL

C

C50C

C100

C

C

600

MIN.

C

C

250

DPC LEVEL (TYP.)

GROUND FLR. SLAB &

FINISHED GROUND FLOOR SCREED (TYP.)

50mm CONCRETE BLINDING (TYP.)

MESH REINFORCEMENT TYPE A393

APPROVED SELECTED FILL

CAREFULLY COMPACTED IN

150mm LAYERS (TYP.)

1000 MICRONS THICKNESS

BITUMINOUS PAINT (TYP.)

Y12-600

(TYP.)

1000G POLYTHENE DPM

LAPPED UP FACE OF BLOCK

AND UNDER DPC (TYP.)

GROUND SLAB WITH MESH

REINFORCEMENT TYPE A193

(30mm TOP COVER) (TYP.)

HOLLOW BLOCKS FILLED WITH

GRADE C35/10 CONCRETE/SRC (TYP.)

C

C

300

C

C

250

C

C

300 5

00

~

C

C100

C

C50

C

C75

(TYP.)C

C75

(TYP.)

GL

C

C 200

CL

FOR GENERAL NOTES SEE DRG. No. D11-75-01/1.

WITH STRUCTURAL DRG. No. D11-75-01/1.


1.

2.

C

C 700 (900)

SCALE 1 : 20

GL

C

C 200

CL

C

C

450

MIN.

C

C

250

C

C

150

C

C100

C

C50

C

C100

C

C50

C

C 350

C

C 700

C

C 350

(TOILET AREA)

50mm SUNKEN GROUND FLOOR SLAB

(SHAFT WELL)

SUNKEN GROUND FLOOR SLAB

SCALE 1 : 20

MIN.

C

C700

(TOILET AREA)


DPC LEVEL (TYP.)

GROUND FLR. SLAB &

GR. LEVEL

SLOPE

C

C

VA

RIE

SC

C

200

C

C

150

C

C350 C

C350

C

C50C

C100

GL

C

C200

CL

C

C 350 (450)C

C 350 (450)

YARD LEVEL/FOOT PATH

COLUMN BEYOND

YARD LEVEL / FOOT PATH

C

C200

CL

C

C100

C

C50

C

C100

C

C50

C

C400

C

C800

C

C400

(TOILET AREA)


GL

SECTION75-01/2

SECTION75-01/2

3

SECTION75-01/2

4&6

SECTION75-01/2

5SCALE 1 : 20

SECTION75-01/2

7

SCALE 1 : 20

SECTION75-01/2

8

AMJAD.S

1

C

C 350C

C 350

C

C 700

A

REVISED AS SHOWNAPRIL.2014


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DESIGN DIRECTORATE



N O T E S

DESIGNED

CHECKED

DRAWN/CAD

DRAWING NUMBER

DATE

REVISION

PROJECT NAME

DRAWING TITLE

A


FARZANA AMIRI

ADEL BIN RAJAB


MINISTRY OF HOUSING


KINGDOM OF BAHRAIN

A

AAAAAA

AA

SCALESHEET SIZE

A 1

UNAIZA

FARZANA

HOUSE TYPE D11

CONTRACT

ISSUED FOR LUMP SUM

CONTRACT


NOV

AUG.2012


AND R.C.SECTION

(SHEET 3 OF 4)

D11 - 75 - 01/3

1:20




1.

2.

REINFORCEMENT A193

C35/20 (SRC) WITH MESH

CONCRETE GRADE

100mm THICK SLAB

GL

C

C100

C

C50

C

C100

C

C

350

C

C

250

C

C

250 3

00

~

C

C 200

CL

DPC LEVEL (TYP.)

GROUND FLR. SLAB &

GARAGE LEVEL

C

C 900 (800)



C

C100

GL

C

C 200

CL

REFER STANDARD DETAIL

HOUSE BOUNDARY WALL

C

C 900 (600)

MIXED CONCRETE (TYP.)

TO BE FILLED WITH SITE

TYPICAL SECTION DETAIL OF HOUSE ATTACHMENT

SCALE 1 : 20

(GROUND FLOOR SLABS AT DIFFERENT LEVELS)

(HOUSE ATTACHMENT GROUND FLOOR SLABS AT SAME LEVEL)

C

C50

C

C

600

C

C

200

C

C100

C

C50

MIN.

C

C

250

C

C100

C

C50

C

C 1050 (1250)

CL CLC

C 200C

C 200C

C50

C

C 250

C

C

600

MIN.

C

C

250

C

C100

C

C50

CL CLC

C 200C

C 200C

C50

C

C 250

C

C50

C

C 1250 (1450)

SCALE 1 : 20

SCALE 1 : 20

C

C

500

C

C

250

AS P

ER SIT

E C

ON

DITIO

N

C

C 450 (400)C

C 450 (400)

C

C 450 (300)C

C 450 (300)

C

C 500 (600)C

C 500 (600)

C

C 600 (700)C

C 600 (700)

C

C 250

GARAGE LEVEL

C

C250

2Y16

2Y12

2Y16

4+4Y10

(TOP&BOTTOM)

C

CA

S P

ER SIT

E C

ON

DITIO

N

DRIVEWAY

ASPHALT PAVING

25mm MORTAR BED

C

C400

C

C 200

GL

CL

C

C 250

GARAGE LEVEL/YARD LEVEL

CURB LAID ON BACK

125 THICK PRECAST

FOOTPATH YARD LEVEL

C

C100

C

C 250

GARAGE LEVEL

C

C250

2Y12

4+4Y10

(TOP&BOTTOM)

C

C

AS P

ER SIT

E C

ON

DITIO

N

C

C400

C

C 250 C

C 200

C

C200

YARD LEVEL

/

SCALE 1 : 20

SECTION75-01/3

10a

SCALE 1 : 20

SECTION75-01/3

9&9a SCALE 1 : 20

SECTION75-01/3

2&11

SCALE 1 : 20

SECTION75-01/3

10

SCALE 1 : 20

SECTION75-01/3

12&13AMJAD.S


2Y16

Y10-150

4Y16

Y10-150

A


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DESIGN DIRECTORATE



N O T E S

DESIGNED

CHECKED

DRAWN/CAD

DRAWING NUMBER

DATE

REVISION

PROJECT NAME

DRAWING TITLE

A


FARZANA AMIRI

ADEL BIN RAJAB


MINISTRY OF HOUSING


KINGDOM OF BAHRAIN

A

AAAAAA

AA

SCALESHEET SIZE

A 1

UNAIZA

FARZANA

HOUSE TYPE D11

CONTRACT

ISSUED FOR LUMP SUM

CONTRACT

ISSUED FOR LUMP SUM

APR.2014

AMJAD.S



FINISHED GROUND FLOOR SCREED (TYP.)

Y12-600

(TYP.)

C

C

250

C

C100

C

C50

2

C

C 200

CL

SCALE 1 : 20

SECTION75-01/4

1a

C

C 800

FIN. GRD. FLR. LEVEL (TYP.)

C

C 400C

C 400

C

C 2100

C

C100

C

C 525

C

C

200

C

SECTION75-01/4

1b

C

C

150

C

C 200

MIN.

VA

RIE

S

YARD LEVEL

(WITHOUT HOUSE ATTACHMENT)SCALE 1 : 20

C

C 350

C

C 700

C

C 350

C

C100

C

C50

C

C

300

C

C

250

C

C150

MIN.

C

C 200

CL

GL

(TOILET AREA)


YARD LEVEL / FOOT PATH

SECTION75-01/4

5a

C

C

150

C

C100

D11 - 75 - 01/4


AND R.C.SECTION

(SHEET 4 OF 4)

SCALE 1 : 20

1:50 & 20




1.

2.

C

C 250

C

C250

2Y12

2Y164+4Y10

(TOP&BOTTOM)

C

C400

C

C 250 C

C 200

C

C200

YARD LEVEL

SCALE 1 : 20

SECTION75-01/4

10b

YARD LEVEL

2014

APRIL

Y10-150

4Y16

100mm THICK GROUND SLAB

WITH A142 MESH

TIMBER POST TO DETAIL

SEE DRWG NO. 70-05

C

C

C 325 C

C100

C

C100

Y10-150

C

C150 M

IN.

C

C100

WELL SHAFT

WELL SHAFT

VA

RIE

S

PATIO


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DESIGN DIRECTORATE



N O T E S

DESIGNED

CHECKED

DRAWN/CAD

DRAWING NUMBER

DATE

REVISION

PROJECT NAME

DRAWING TITLE


FARZANA AMIRI

ADEL BIN RAJAB


MINISTRY OF HOUSING


KINGDOM OF BAHRAIN

SCALESHEET SIZE

A 1

UNAIZA

FARZANA

HOUSE TYPE D11

CONTRACT

ISSUED FOR LUMP SUM

CONTRACT


NOV

AUG.2012

D11 - 75 - 02

1:100 & 40

5

6

4

3

2

1

6a

2200

4000

2000

2000

2200

4200

WELL

SHAFT

SCALE 1 : 100

ECB

14002800

A D

1400 3750

C01C01

C01

C01

C01C03

C01

C02

C02

C04

1700

LINTEL TYPE 2

LINTEL TYPE 1

200

200 C

LINTELS - FIRST FLOOR LEVEL

LT1

LT1

LT1

5

6

4

3

2

1

A B C

WELL

SHAFT

E

C02

C01C01

C03

C01

C01

C01

C02

C01

4000

2000

2000

2200

4200

2000

200

6400

200

3800

200

SCALE 1 : 100

2800 1400 5150

100

C046a

C03aC03a

3700

2200

C

C 3400C

C500

LINTELS - GROUND FLOOR

LT2

LT1

SCALE 1 : 40

SCALE 1 : 40

2Y12

2Y12Y8-200

LINTEL LAYOUTS & R.C. DETAILS

1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS

OTHERWISE INDICATED.

3.MINIMUM COVER TO REINFORCEMENT TO BE

35mm.

4. CONCRETE TO BE GRADE C35/20 WITH

ORDINARY PORTLAND CEMENT.

5. MINIMUM BEARING TO BE 200mm HOLLOW

BLOCKWORK TO BE FILLED SOLID WITH

CONCRETE GRADE 35/10 UNDER THE BEARING.

6. THIS DRAWING IS TO BE READ IN CONJUNCTION

WITH M.O.H. SPECIFICATIONS AND ARCHITECTURAL

DRAWINGS.

2. REINFORCEMENT SHALL BE HIGH YIELD STEEL

AS PER BS 4449 OR GRADE 60 AS PER

ASTM 615.

LT1

C05

C01

C05

C01

9550

16800

100

100

100

100

9550

100

16800

100

100

SUNKEN SLAB 50mm

SUNKEN SLAB 50mmSUNKEN SLAB

50mm

AMJAD.S

EC

5

4

3750C

C

2200

C

C

C01

C02

C03

C02

D1400

C

C

LINTELS - ROOF OF STAIRCASESCALE 1 : 100

75-05

175-05

2

75-05

3

75-05

175-05

2

75-05

3

(TYP.)

CONCRETE

FILLED WITH

HOLLOW BLOCK

BLOCKWALLS

200mm CONCRETE

50mm SUNKEN SLAB

5 4

FFL

2Y12

Y8-200

2Y12

Y8-200

2Y12

2Y12

SHAFT WELL

23

A SECTION SCALE 1 : 50

C

C150

PLAN REFER DRG NO. D11-75-0275-02

C

C50C

C50

C

C2200

C

C

C

C

C

C

C2000

50mm SUNKEN SLAB

2Y12

Y8-200

2Y12

C

C

C50

Y8-200

2Y12

2Y12

C

C

C50

FFL

C

C2000

C02

C01

C01 C01

C01

C01

C01

C01C01

C01

C01

C01

C01

C01

C01

C01C01

C06C02


C01

C01

C01

C04

B

C04

B


BB

B

C

C300

C

C 2800C

C 1075C

C 1175

LT1 LT1

LT1

LT1 LT1

LT1LT1

LT1

C

C 1200C

C 920C

C 1480

C

C 1020C

C 1380

C

C400

C

C 1300C

C 1200

C

C400

C

C 1300C

C 1300C

C1000

C

C200

C

C200 C

C200

LT1LT1LT1

LT1

LT1

LT1

LT1

LT1

LT1

LT1

LT1

LT1

C

C 1600C

C500

C

C 2100

C

C 1200C

C100 C

C1200

C

C100

C

C1000 C

C1400

C

C200

C

C1000

C

C400 C

C1400 C

C1250

C

C50

C

C1050

C

C200

C

C1300 C

C1000

C

C200C

C 1300

C

C200

C

C1220

C

C 1890C

C1600

C

C240

C

C1020

C

C

200

C

C780

CC

1400

CC

200

CC

200

C

C1020

C

C680

C

C1320

C

C580

C

C1020

C

C

200

C

C780

C

C1000

C

C1000

B

B

C

C1000

C

C400 C

C1400

LT1

B

200

400 C

2Y12

2Y12

Y8-200

DN

B

B


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B

DESIGN DIRECTORATE



N O T E S

DESIGNED

CHECKED

DRAWN/CAD

DRAWING NUMBER

DATE

REVISION

PROJECT NAME

DRAWING TITLE


FARZANA AMIRI

B

ADEL BIN RAJAB


MINISTRY OF HOUSING


KINGDOM OF BAHRAIN

BBB

BBB

A

SCALESHEET SIZE

A 1

UNAIZA

FARZANA

HOUSE TYPE D11

CONTRACT

ISSUED FOR LUMP SUM

CONTRACT


NOV

AUG.2012

D11 - 75 - 03

MIN 200mm C/C

75mm CONDUIT AT

MIN 200mm C/C

75mm CONDUIT AT

EC

5

4

3750C

C

2200

C

C

150

C

ON CRETE PLINTH 1400x2200x100 THK

1500 LTS WT RESTING

SCALE 1 : 100

RING BEAM - ROOF OF STAIRCASE

SCALE 1 : 100

RING BEAM - ROOF LEVELC C

C

MIN 200mm C/C

75mm CONDUIT AT

C C

4Y12

DETAIL ’2’DETAIL ’1’

CC

Y8-200-LINKS (TYP.)

4Y12

4Y12

CC

4Y12

CC

4Y12

C

4Y12

C

2Y12

2Y12

1Y12

2Y12

2Y12CY8-200-LINKS

CONCRETE (TYP.)

FILLED WITH

HOLLOW BLOCK C

C

C

BLOCKWALLS

200mm CONCRETE

C

Y8-200-LINKS

CL

C

RING BEAM DET.

TYP. EXTERNALRING BEAM DET.

TYP. INTERNAL

UNDER SLAB (TYP.)

20mm GROUT JOINT

C

SEE NOTE 12 SEE NOTE 12

2

2

2

2

2

1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS


AS PER BS 4449 OR AS PER ASTM 615

GRADE 60.

3. CONCRETE ABOVE DPC SHALL BE GRADE

35/20 OPC.

4. COVER TO REINFORCEMENT TO BE 35mm

FOR BEAMS.

5. MINIMUM LAP FOR REINFORCEMENT

COMPRESSION AND TENSION MEMBERS TO

BE 40XBAR DIA.

6. THIS DRAWING TO BE READ IN CONJUNCTION

WITH M.O.H. SPECIFICATIONS AND ARCHITEC-

TURAL DRAWINGS.

7. FUTURE 3rd FLOOR EXTENSION ALL HCS TO

SPAN IN THE SAME DIRECTION AS THE ROOF

SPAN.

8. THE DESIGN OF PRECAST SLABS SHALL

COMPLY WITH THE FOLLOWNG:

1. M.O.H. SPECIFICATIONS FOR

TRADITIONAL HOUSES. (JULY’ 87) SEC.3

2. LOADING CHARACTERISTIC:

a) SLAB WEIGHT =* KN/m

b) SCREED + FINISHED = 1.20 KN/m

c) PARTITIONS OR TILES = 1.50 KN/m

d) SUPER IMPOSED FLOOR LOAD

=2.00 KN/m

e) SUPER IMPOSED ROOF LOAD

=2.00KN/m

* SUBJECT TO DESIGN

9. THE SLABS MUST CARRY BLOCKWORK

INTERNAL PARTITIONS AS LOCATED ON THE

ARCHITECTURAL LAYOUT DRAWINGS

THE FOLLOWING WEIGHT SHOULD BE USED

IN THE DESIGN:

a) 100mm HOLLOW BLOCK =2.1 KN/SQ.M

b) 150mm HOLLOW BLOCK =2.4 KN/SQ.M

c) 200mm HOLLOW BLOCK =3.0KN/SQ.M

10. ALL BEAMS MUST REST ON BLOCKS FILLED

WITH CONCRETE GRADE C35/10.

11. FOR WINDOW FEATURE DETAILS REFER TO

2. REINFORCEMENT SHALL BE HIGH YIELD STEEL

12. DETAIL OF THE JOINTS BETWEEN THE

PRE-CAST SLABS AND ALL OTHER

STRUCTURAL ELEMENTS SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR.

C

C

700

C

C 700

C

C400

C

C400

C

C500

C

C150

C

C200

C

C20

C

C100C

C100

CONSTRUCTION JOINT (OPTIONAL)

C C

C200

SCALE: 1:40

SCALE: 1:40

SCALE: 1:40 SCALE: 1:40

E9350

CB

14002800

A D

1400 3750

5

6

4

3

2

1

6a

2200

16600

4000

2000

2000

2200

4200

5

6

4

3

2

1

6a

2200

16600

4000

2000

2000

2200

4200

WELL

SHAFT

WELL

SHAFT

SCALE 1 : 100

RING BEAM - FIRST FLOOR LEVEL

RING BEAM LAYOUT & R.C. DETAILS

1:100 & 40

E9350

CB

14002800

A D

1400 3750

MIN 200mm C/C

75mm CONDUIT AT

C C

MIN 200mm C/C

75mm CONDUIT AT

C

MIN 200mm C/C

75mm CONDUIT AT

C C

C01

C01

C01

C01

C01

C03

C01

C02

C02

C04

C01 C01

C01

C01

C01

C03

C02

C02

C04

1700

200 THK. BLOCK WORK C

FOR FUTURE EXTENSION

FROM PRECAST SLAB

C01

C02

C03

C02

200 THK. BLOCK WORK FROM PCS

C02

D1400

C

C

C

SEE DRG. No. D11-75-05

SECTION DETAILS & REINFORCEMENT

FOR STAIRCASE ROOF RING BEAM

DETAIL-1

DETAIL-2

DETAIL-1

DETAIL-2

C

400

150

C

B5

B1

B2B2

B2

B2B2

B1

C

400

150

20

C

C

UNDER SLAB (TYP.)

20mm GROUT JOINT

1700

B1

B4

B4

B2B2

B2

B1

B1

2Y16

Y8-200

2Y16

C

400

200

BEAM B2SCALE 1 : 50

2Y12

Y8-200

2Y16

C

400

200

BEAM B1SCALE 1 : 50

2Y16

Y8-150

2Y16

C

400

200

BEAM B3SCALE 1 : 50

HOLLOW CORE SLAB

HOLLOW CORE SLAB

HOLLOW CORE SLAB

2Y12

Y8-150

2Y16

C

365

250

BEAM B4SCALE 1 : 50

REFER PLAN

REFER PLAN

B2

C01 C01

B3

B2

B2

SUNKEN SLAB

50mm.

SUNKEN SLAB

50mm

C05 C05

C

CONSTRUCTION JOINT (TYP.)

B1

X SECTION75-03 SCALE 1 : 50

Y SECTION75-03 SCALE 1 : 50

75-05

1

(200x370)

(200x370)

B1

75-05

2

75-03

Z

75-03

X

75-03

X

75-05

3

75-03

Y

75-05

3

75-05

175-05

2

AMJAD.S

B1

2Y16

DRG. No. D11-75-05.

C01C01

C01

C01

C01

C01

C01

B

C02C01

C01

C01

C01

C01

C01C01


C02

C01

C01

C01

C01

C

APR.2014 REVISED AS SHOWN

2Y16

Y8-150 C 350

200

BEAM B5SCALE 1 : 50

2Y16

C04

B

C06

B

B1

B5

BB2

B

C04

B BB

A75-02

SUNKEN SLAB

50mm

1Y12

BLOCKWALLS

200mm CONCRETE

C

C150

C

C20

C

C100C

C100

C

C

450

C

C

C

350

C

C200

Y8-200-LINKS

C

C

C200

C

C

1220

2Y16

2Y16

Y8-150-LINKS

C

Z SECTION75-03 SCALE 1 : 50

B

C

C50

C

C220

2Y16

2Y16

C

50mm SUNKEN SLAB

C

C20

DN

B


ÑÞª ˙ÆÑÓª

˙ÆÑÓ˙ª

˙ÆªÕªª

˙ÆªÑ˙ÌÚ


B

DESIGN DIRECTORATE



N O T E S

DESIGNED

CHECKED

DRAWN/CAD

DRAWING NUMBER

DATE

REVISION

PROJECT NAME

DRAWING TITLE


FARZANA AMIRI

B

ADEL BIN RAJAB


MINISTRY OF HOUSING


KINGDOM OF BAHRAIN

BBB

BBB

A

SCALESHEET SIZE

A 1

CONTRACT

ISSUED FOR LUMP SUM

CONTRACT

ISSUED FOR LUMP SUM

UNAIZA

FARZANA

HOUSE TYPE D11

2012

NOV

AUG.2012

AMJAD.S

UNAIZA

FARZANA

AMJAD.S

GROUND WATER TANK

C

REINFORCEMENTRAFT FOUNDATION

(TYP.)

C

C

Y12-150

Y10-150

(TYP.)Y8-200-LINKS4Y12

C

CONCRETE (TYP.)FILLED WITH

HOLLOW BLOCK

C

Y10-150

C

Y12-150

C

C

Y10-150

JOINTCONSTRUCTION

C

Y12-150-TB

C

(TYP.)

C

C

Y12-150

Y10-150

C

Y10-150

Y12-150-TB

C

C

Y10-150

C

Y12-150

C


C

C

C

R.C. BEAM BEYOND

C E

9 EQUAL TREADS

2Y12

2Y12

Y8-200

10 E

QU

AL RIS

ER

S

C01

C02

C01

C01

C03

C01

C02

C03aC03a

C ED

FIRST FLOOR LEVEL

4

5

4

5

EC

GROUND FLOOR FIRST LANDING LEVEL

(SHEET 1 OF 2)

STAIRCASE R.C. DETAILS

1) ALL DIMENSIONS ARE IN MILLIMETERS

UNLESS OTHERWISE INDICATED.

2) REINFORCEMENT TO BE HIGH YIELD STEEL

DENOTED ’Y’ TO BE GRADE 410 AS PER

3) REINFORCEMENT TO BE CUT & BENT IN

4) ALL MATERIALS AND WORKMANSHIP TO

SPECIFICATIONS.

5) MINIMUM COVER TO REINFORCEMENT TO

6) THIS DRAWING IS TO BE READ IN

B = BOTTOM BARS

C

C

C

C

7) Y12-300-B

8) DETAIL OF THE JOINTS BETWEEN THE


RESPONSIBILITY OF THE PRECAST

ACCORDANCE WITH BS 4466.

SUPPLIER AND CONTRACTOR.

BE 30mm.

& ARCHITECTURAL STAIRCASE DRAWING.

BS 4449 OR GRADE 60 AS PER ASTM 615.

9) SFL= STRUCTURAL FLOOR LEVEL.

TB = TOP TO BOTTOM BARS

BT = BOTTOM TO TOP BARS

T = TOP BARS

PRECAST SLABS AND ALL OTHER

FFL= FINISHED FLOOR LEVEL.

COMPLY WITH THE MOWH

CONJUNCTION WITH MOWH SPECIFICATIONS

1 : 50

B2

B2B2

B4

D

C

C

Y8-150

C

D11 - 75 - 04/1

1400 3750

5150

2200

2200

SCALE 1 : 50

SCALE 1 : 50

37501400

150mm THK.

HOLLOW CORE SLAB

2Y16

2Y12

200 2250 2001200

500

500

175

160

175

65

400

LANDING

1585(TYP.)

CHAMFERED

10x10 mm

1200 200

9 EQUAL TREADS

22501600

5150

(GRD. FLR TO 1st FLOOR LOWER FLIGHT)

SCALE 1 : 501

SCALE 1 : 502(GRD. FLR TO 1st FLOOR UPPER FLIGHT)

160

175

65

400

LANDING

1200

50

FFLSFL

10 E

QU

AL RIS

ER

S

1585

175

450

STRIP FOUNDATION ONLY

R.C. BLOCKWALL FOR

250

290

40

500

500

C03

50

DETAIL-1

D

50

365

250

C

Y8-1502Y16

2Y12

SCALE 1 : 25

C

200

50 50

A-393 MESH

SECTION

SECTION75-04/1

75-04/1

375-04/2

75-04/1

2

1

370

75-04/1

CY8-200

2Y12

2Y12

(PLAN REFER DRG. NO. D11-75-04.1)

DETAIL-A

50

C02

C02



ÑÞª ˙ÆÑÓª

˙ÆÑÓ˙ª

˙ÆªÕªª

˙ÆªÑ˙ÌÚ


DESIGN DIRECTORATE



N O T E S

DESIGNED

CHECKED

DRAWN/CAD

DRAWING NUMBER

DATE

REVISION

PROJECT NAME

DRAWING TITLE

A


FARZANA AMIRI

ADEL BIN RAJAB


MINISTRY OF HOUSING


KINGDOM OF BAHRAIN

A

AAAAAA

AA

SCALESHEET SIZE

A 1

CONTRACT

ISSUED FOR LUMP SUM

CONTRACT

ISSUED FOR LUMP SUM

UNAIZA

FARZANA

HOUSE TYPE D11

2012

NOV

AUG.2012

1) ALL DIMENSIONS ARE IN MILLIMETERS

UNLESS OTHERWISE INDICATED.

2) REINFORCEMENT TO BE HIGH YIELD STEEL

DENOTED ’Y’ TO BE GRADE 410 AS PER

3) REINFORCEMENT TO BE CUT & BENT IN

4) ALL MATERIALS AND WORKMANSHIP TO

SPECIFICATIONS.

5) MINIMUM COVER TO REINFORCEMENT TO

6) THIS DRAWING IS TO BE READ IN

B = BOTTOM BARS

C

C

C

C

7) Y12-300-B

8) DETAIL OF THE JOINTS BETWEEN THE



ACCORDANCE WITH BS 4466.


BE 30mm.

& ARCHITECTURAL STAIRCASE DRAWING.

BS 4449 OR GRADE 60 AS PER ASTM 615.

9) SFL= STRUCTURAL FLOOR LEVEL.

TB = TOP TO BOTTOM BARS

BT = BOTTOM TO TOP BARS

T = TOP BARS


FFL= FINISHED FLOOR LEVEL.

COMPLY WITH THE MOWH

CONJUNCTION WITH MOWH SPECIFICATIONS

1 : 50

C01

C03

C02C02

1585

C

CC

Y12-150

Y10-150

C

Y10-150

150

C E

5150

10 E

QU

AL RIS

ER

S

150

C ED

4

5

2Y16

Y8-200

1Y12

2Y12

DROPPED BEAM AT DOOR LOCATION

CC C

(TYP.)

BEYOND

RING BEAM

2Y12Y8-200

2Y16

1Y12

C

C

3Y12

Y8-200 C

C

3Y12

Y8-200

B4

B2

B2

B2

D

2200

1400 3750

SCALE 1 : 50

ROOF FLOOR LEVEL

1400 3750

100

100

400

400

(BY THE SUPPLIER)

TO CARRY THE WATER TANK LOAD

PRECAST SLAB MUST BE DESIGNED

370

200

150

20

50

2Y16

2Y12

C

Y8-150

(TYP.)

175

(TYP.)

CHAMFERED

10x10 mm

C

500

500

Y12-150-TB

C

C

Y10-150

C

10 E

QU

AL RIS

ER

S

1585

Y12-150

C


C

2Y12

2Y12

Y8-200

160

175

65

400

LANDING

1600

9 EQUAL TREADS

2250 2001200

2001200

5150

9 EQUAL TREADS

22501600

50

2Y16

C

Y8-150

2Y12

(TYP.)

175

500

500

C

Y10-150

C


CY12-150

C

CONCRETE (TYP.)FILLED WITH

HOLLOW BLOCK

C

Y10-150

C

Y10-150

C

Y12-150

160

175

65

400

LANDING

4 SECTION SCALE 1 : 50

(1st FLOOR TO ROOF UPPER FLIGHT)

3SECTION

SCALE 1 : 50

(1st FLOOR TO ROOF LOWER FLIGHT)

(PLAN REFER DRG. NO. D11-75-04.1)

75-04/2

75-04/2

250 40

290

Y12-150-TB

400

170

370

75-04/2

4

(SHEET 2 OF 2)

STAIRCASE R.C. DETAILS

D11 - 75 - 04/2

C

2Y12

2Y12Y8-200 AMJAD.S

C

B1

175

C C

Y10-150

Y12-150

C C

B1


C02

APR.2014 SECTION 5 & 6 DELETED

FFL

ROOF


ÑÞª ˙ÆÑÓª

˙ÆÑÓ˙ª

˙ÆªÕªª

˙ÆªÑ˙ÌÚ


B

DESIGN DIRECTORATE



N O T E S

DESIGNED

CHECKED

DRAWN/CAD

DRAWING NUMBER

DATE

REVISION

PROJECT NAME

DRAWING TITLE


FARZANA AMIRI

B

ADEL BIN RAJAB


MINISTRY OF HOUSING


KINGDOM OF BAHRAIN

BBB

BBB

A

SCALESHEET SIZE

A 1

CONTRACT

ISSUED FOR LUMP SUM

CONTRACT

ISSUED FOR LUMP SUM

UNAIZA

FARZANA

HOUSE TYPE D11

2012

NOV

AUG.2012

Ist. FLOOR S. LEVEL

PATIO LEVEL

ROOF SLAB LEVEL

6V

ARIE

S

C

3170

3170

YARD LEVEL

SLAB LEVEL

IST. FLOOR

SLAB LEVEL

GR. FLOOR

800

1650

800

650

650

REINFORCED GRC SCREEN

ROOF

6

1650

2

800

800

200

200

650

200

800

200

200

50

1650

100

C

150mm BLOCKWORCK

FILLED WITH CONC.

C

FILLED WITH CONC. GRADE C35/10

200mm BLOCKWORK

C

150mm PRECAST SLAB (TYP.)

150mm PRECAST SLAB (TYP.)

C

C

150mm BLOCKWORCK

FILLED WITH CONC.

C

WITH MESH (TYP.)

RAFT FOUNDATION / GROUND SLAB

1SCALE 1 : 4075-05

C

2Y12

2Y12

200

C

FILLED WITH CONC. GRADE C35/10

200mm BLOCKWORK

Y8-200

C

2Y16

Y8-200

2Y12

C

2Y16

2Y12

Y8-200

C

WITH MESH (TYP.)

RAFT FOUNDATION / GROUND SLAB

3162

3170

370

200

200

2Y8

2Y8

C

Y8-200

370

200

2Y10

400

2Y10

C

Y8-200

150

400

170

200

400

170

REFER PLAN

B1

C

REFER PLAN

B1

C

GRD. FLOOR

SLAB LEVEL

C

2Y12

2Y12

Y8-200

C

CONSTRUCTION JOINT (TYP.)

(TY

P.)

20

REFER PLAN

B1

C

400

170

200

170

ROOF SLAB LEVEL

SLAB LEVEL

IST. FLOOR

SLAB LEVEL

GR. FLOOR

ROOF SLAB LEVEL

800

2Y8

2Y8

C

Y8-200

C

DOOR OPENING (BEYOND)

C

LINTEL BEYOND

C

2Y12

2Y12

C

Y8-200

FILLED WITH CONC. (TYP.)

200mm BLOCKWORCK

200

400

SECTION

2SCALE 1 : 4075-05

SECTION

SCALE 1 : 4075-05

3

SECTION (GRD. FLOOR)

SECTION (FIRST FLOOR)

1.

2.

3.

4.

5.

6.

7.



REINFORCEMENT WILL BE HIGH YIELD STEEL

GRADE 460 AS PER BS 4449 OR GRADE 60

AS PER ASTM 615.

MINIMUM COVER TO REINFORCEMENT TO BE

35mm.

CONCRETE TO BE GRADE C35/20 WITH

ORDINARY PORTLAND CEMENT.


DETAIL OF THE JOINTS BETWEEN THE





WITH MOWH SPECIFICATIONS AND

ARCHITECTURAL DRAWING.

THIS DRAWING TO BE READ IN CONJUNCTION

R.C. DETAILS

WALL SECTIONS AND

D11 - 75 - 05

1 : 40

AMJAD.S

WITH STRUCTURAL DRAWING NO.D11-75-03.


ÑÞª ˙ÆÑÓª

˙ÆÑÓ˙ª

˙ÆªÕªª

˙ÆªÑ˙ÌÚ


DESIGN DIRECTORATE



N O T E S

DESIGNED

CHECKED

DRAWN/CAD

DRAWING NUMBER

DATE

REVISION

PROJECT NAME

DRAWING TITLE


FARZANA AMIRI

ADEL BIN RAJAB


MINISTRY OF HOUSING


KINGDOM OF BAHRAIN

SCALESHEET SIZE

A 1

UNAIZA

FARZANA

HOUSE TYPE D11

CONTRACT

ISSUED FOR LUMP SUM

CONTRACT


NOV

AUG.2012

RAFT FOUNDATION SECTIONS

& R.C. DETAILS

C02- COLUMN

400

200

BLOCKWORKS C

2Y10 OF FILLED BLOCK

C C

C

4Y16

Y8-200

SCALE 1:40

C03- COLUMNSCALE 1:40

200 200

400 2

00

200

BLOCKWORKS C


C C

C


5

6

4

3

2

1

WELL

SHAFT

C02

C01C01

C03

C01

C01

C01

C02

C01

4000

2000

2000

2200

4200

2000

200

6400

200

3800

200

C

Y16-200 MESH

(TOP & BOTTOM)

TYP.

300

200

C

Y16-200 MESH

(TOP & BOTTOM)TYP.

ALL AROUND

5Y16 (3T,2B)

C C

C C 700

RAFT FOUNDATION

200mm THICK

100

100

YARD LEVEL

A B

C

C 2800

2Y16

Y8-200

3Y16

C

PAINT (TYP.)

BITUMINOUS

THICKNESS

1000 MICRONS

C

C

C300 M

IN.

C

CV

ARIE

SC

C

200

C

Y16-200

C

Y16-200

C

C

200

(TY

P.)

C

SHEET

POLYTHENE

1000G

C

C25

mm C

OV

ER

YARD LEVEL

A BC

C 2800

2Y16

Y8-200

3Y16

C

PAINT (TYP.)

BITUMINOUS

THICKNESS

1000 MICRONS

C

C

C300 M

IN.

C

CV

ARIE

SC

C

200

C

C50

C

SHEET

POLYTHENE

1000G

C

C

200

C

REFER PLAN

REINFORCEMENT DETAIL

C

C

C 700

2Y16Y8-200

3Y16

C

C

C

C

250

C

C

200

B

C

C250C

C150

C

C250C

C150

C

C250C

C150

C

C250C

C150

C

4Y16

Y8-200


400

200

C

C

C

2Y16

Y8-200

3Y16

SECTION DETAIL OF HOUSE ATTACHMENT

HOUSE (TYP.)

FILLER PIECE FOR ADJACENT


12mm EXPANSION JOINT

SECTION DETAIL OF HOUSE ATTACHMENT

(RAFT FOUNDATION AT DIFFERENT LEVELS)(RAFT FOUNDATION AT SAME LEVEL)

CC

C

C

C

C

C

C

HOUSE (TYP.)



EXPANSION JOINT

Y16-200

Y16-200

50

3Y16

Y16-200

2Y16

Y8-2003Y16

Y8-200

3Y16 3Y16

Y8-200

Y16-200

2Y16

Y8-200

500

200

200

200

500

SCALE 1:50

SCALE 1:50

200

500 2

00

C

C150C

C250C

C150 C

C250

C

C12

C

C150C

C250C

C150 C

C250

C

C12

GLGL GLGL

AC

C 2800

C

C

150

C

C

C300

C

C100

50

C046a

C03aC03a

100

100

100

100

100

100

100

100

100

C

4Y8

Y8-300

SCALE 1:40

300

200

C

C

C150

6550C

CC

E

200 THK. RAFT FOUNDATION WITH

150 THK. RAFT FOUNDATION WITH

(TY

P.)

100

3700

SUNKEN 50mm

200 200(T

YP.)

700

2

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

1800

B= BOTTOM BARS

T= TOP BARS

FOUNDATIONS.

FORMWORK IN THE CONSTRUCTION OF ALL

FORMWORK - THE CONTRACTOR SHALL USE

ENGINEER’S INSTRUCTION. (SEE SPECS CL 2.15)

THIS WORK SHOULD BE CARRIED OUT AS PER

TION COMPACTED PRIOR TO ADDING THE FILL.

MINIMUM DEPTH OF 200mm AND THE FORMA-

SHOULD BE EXCAVATED AND REMOVED TO A

IN AREAS WHICH HAVE VEGETATION, TOP SOIL

FOUNDATIONS TO BE 70mm.

MINIMUM COVER TO REINFORCEMENT IN

BS 4449 GRADE 460 OR ASTM 615 GRADE 60.

BE HIGH YIELD STEEL DENOTED ’Y’ TO

REINFORCEMENT IN THE FOUNDATION WILL

GRADE 45/20 SRC TO M.O.H. SPECIFICATION.

CONCRETE TO FOUNDATIONS SHALL BE

DESIGN SHALL BE MADE BY THE ENGINEER.

LESS THAN THE ABOVE, AN ALTERNATIVE

WHERE THE GROUND BEARING CAPACITY IS

3rd FLOOR EXTENSION.

FOUNDATIONS ARE DESIGNED FOR FUTURE

CAPACITY OF 100 KN/m.

FOUNDATIONS ARE DESIGNED FOR A BEARING

ARCHITECTURAL DRAWINGS.

WITH M.O.H. SPECIFICATIONS AND


OTHERWISE STATED.


2200

2200

18800

1:100, 50 & 40

150

C03a- COLUMN(GROUND FLOOR TO FIRST FLOOR)

DPC LEVEL (TYP.)

DPC LEVEL (TYP.)

FOUNDATION IN FILL AREAS SHALL BE PLACED

ON A MINIMUM 500mm COMPACTED FILL OTHER-

WISE LOWER THE FOUNDATIONS 300mm INTO

UNDISTURBED SUITABLE GROUND OR 100mm

INTO ROCK WHICHEVER IS LESS, ALL OTHER

CASES FOLLOW THE STANDARD DETAILS.

12.

GROUND FLR. SLAB &

C

DPC (TYP.)

DPC LEVEL (TYP.)

GROUND FLR. SLAB &

DPC LEVEL (TYP.)

GROUND FLR. SLAB &

FINISH FLOOR LEVELDPC LEVEL (TYP.)

FINISH FLOOR LEVELC

Y16-200 MESH

(TOP & BOTTOM)

TYP.

200 THK.

RAFT FOUNDATION WITH

C04

C01

C05

C

4Y16

Y8-200


350

200

450

1750

1200

C

PAD FOOTING

1200x1750x300

SCALE 1:50

2

75-101

SCALE 1:50

3

75-101

SCALE 1:50

4

75-101

SCALE 1:50

5

75-101RAFT FOUNDATION PLANSCALE 1:50

SECTION

SECTION

SECTION

75-01

2

75-01

4

75-01

3

75-01

5

75-01

1

C01C01

C01C01

C01

C01

C01

C06

C01


C01

CC C

C


400

400

200

200200

C01

REVISED AS SHOWN

A B C E

2800 1400 5150

9550

B

3450

1575

B

5 4

SCALE 1:50

C

C 4200C

C 2200C

C 4000

C

Y16-200

C

Y16-200

C

C

200

C

C300

C

C250C

C150

C

C

Y8-200

3Y16

C

2Y16

6a

GR. FLOOR LEVEL

YARD LEVEL

300 M

IN.

C

CV

ARIE

SC

C

200

C

C

200

C

C600

C

C 600

C

Y16-200 (MESH)

1

75-101

C

(TYP.)

200mm BLOCKWORK

+0.00

-0.300

Y16-200

C

Y16-200

CC

C

Y10-200

4Y16

3Y16

2Y16

WALK WAY/ROAD LEVEL

PAVED

C

C250C

C150

C

C500

Y8-200 C

C2Y16

3Y16 C

6

C

C 2200

C

C

100

SECTION

2

C

C 4000C

B

200

200

4a

B

SECTION (ATTACH HOUSE)

6

APRIL.2014

CBLOCKWORKS


B

B

B

C

C300

C

C150

C

B

B

C

650

200

100

225

2100

650200

100

225

C

D11 - 75 - 101/1

(SHEET 1 OF 2)

775-101/2

75-101/2

8

75-101/2

B

B

75-101/2

1

C

(TYP.)

200mm BLOCKWORK

C

C300

AMJAD.S/MOHSIN

FEB.2015

D E

L E

T E

DC

NOTE NO.12 DELETED.

SECTION-4 FOUNDATION REINF. REVISED AND

C

C250

C

C350

C

C150

Y8-150

C

APRIL.2015 SECTION-4 REVISED.

D

C

C

C

C100

C

HOUSE (TYP.)




C

C50

C

HOUSE (TYP.)




C

C12

3Y12 (T)+ 2Y16(B)

MESH A-142

E

JULY.2015 MESH REIF. REVISED.


ÑÞª ˙ÆÑÓª

˙ÆÑÓ˙ª

˙ÆªÕªª

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DESIGN DIRECTORATE



N O T E S

DESIGNED

CHECKED

DRAWN/CAD

DRAWING NUMBER

DATE

REVISION

PROJECT NAME

DRAWING TITLE


FARZANA AMIRI

ADEL BIN RAJAB


MINISTRY OF HOUSING


KINGDOM OF BAHRAIN

E

B

C

D

EEE

A

SCALESHEET SIZE

A 1

UNAIZA

FARZANA

HOUSE TYPE D11

CONTRACT

ISSUED FOR LUMP SUM

CONTRACT

ISSUED FOR LUMP SUM

APR.2014

AMJAD.S

D11 - 75 - 101/2

(SHEET 2 OF 2)




1.

2.

2014

APRIL

RAFT FOUNDATION SECTIONS

& R.C.DETAILS

1:20

SECTION7

8 SECTION

75-101/2

75-101/2

C

C200

C

C150

C

C 300

C

C300

C

C200

3Y16

C

4Y16

C

CY10-200

C

(TYP.)

200mm BLOCKWORK

SCALE 1:20

C

C300 C

C150

C

C200

C

C500

C

SHEET

POLYTHENE

1000G

C

C

C

Y8-200

4Y16

3Y16

SCALE 1:204a SECTION (FOR DETTACH HOUSE)

75-01/4SCALE 1:20

6 SECTION

75-01/4SCALE 1:20

2

YARD LEVEL

VA

RIE

SMIN.

C

C250 C

C150

C

C300

C

C200

C

C

150

C

C

150

C

C 200

C

C

C150

C

C 2100

2Y16

3Y16

C

Y8-200

C

C


WITH A142 MESH

A B

YARD LEVEL

MIN.

VA

RIE

S

C

C300

C

C200

C

C150C

C250

C

C150

C

C250

C

C100

C

C

150

C

C

150

C

C 200

C

Y8-200C2Y16

C3Y16

C


WITH A142 MESH

YARD LEVEL

C

C250

C

C300

GARAGE LEVEL

GARAGE LEVEL

C

C

50

FIN. GRD. FLR. LEVEL

C

C 2800


ÑÞª ˙ÆÑÓª

˙ÆÑÓ˙ª

˙ÆªÕªª

˙ÆªÑ˙ÌÚ


DESIGN DIRECTORATE



N O T E S

DESIGNED

CHECKED

DRAWN/CAD

DRAWING NUMBER

DATE

REVISION

PROJECT NAME

DRAWING TITLE


FARZANA AMIRI

ADEL BIN RAJAB


MINISTRY OF HOUSING


KINGDOM OF BAHRAIN

SCALESHEET SIZE

A 1

A B C E A E 2 3 4housing.gov.bh/.../HousingDesign/HousesModels/Documents/D11-Structural.pdf ·...

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Transcript of A B C E A E 2 3 4housing.gov.bh/.../HousingDesign/HousesModels/Documents/D11-Structural.pdf ·...