a b c d f ab · high yield steel as per bs 4449 or as per astm 615 grade 60. minimum cover to...

5

6

4

3

2

1

A B C D F

A E F

A

A

A

A

12002800

600

13502175

1300200

1300

130016753800

2200

4000

2600

1200

600

A

1600

200

150

50 (T

YP.)

200

150

200 20050

50 50225225

50

50

100

50

100

100

100

100

100

VA

RIE

S

AS

PE

R15

0

300 300 200

520080014751525

1200

2600

2000

2000

3800

100 100

1250100

50

or (A)

300 200

114035010002001310

100 40005000 100

CL

100

100

75-01 SCALE 1 : 100

FOUNDATION LAYOUT1

1 1

2 2

4 4

DPC LEVEL (TYP)

3

1

4

4

5

51

1

1

1

GROUND LEVEL

ENTRANCE PROCH LEVEL

DATUM / DPC LEVEL

(600

MIN.)

CL

CLCL CL CL

SCALE 1 : 20

SECTION 5-5SEE NOTE 10 FOR LOCATION

OF MASONRY CELLS FILLED

WITH CONCRETE C35/10

HOUSE TYPE D5

JULY ’99

12-1-98

JAN. ’97

DIMENSIONS REVISED.

D5-75-01

A

A

A

CA

C

C

C

C

E E

50

A

A

A

C

s:\engr\houses\d5-type\structural\a3\D5-75-01B.dgn

STEPS ABOVE (TYP.)

R.C. STAIRCASE

DETAILS (ABOVE)

REFER TO DRG.

No. D5-75-04C

THICKENING SLAB

ABOVE (TYP.)

SIT

E

LE

VE

L

1Y12 (TYP.)

Y12-600

(TYP.)

HOLLOW BLOCKS

FILLED WITH GRADE

REINFORCEMENT

SIMILAR AS SHOWN

Y12-600

Y12-200

Y12-200

75mm MIN.

COMPACTED SAND

MASS CONCRETE

1Y12

Y12-600

A.B. RAJAB

A.B. RAJAB

APICHART S.

AS SHOWN

30mm SAND

BEDDING

PAVING

3

1

12mm EXPANSION JOINT

WITH TREATED FIBREBOARD

FILLER PIECE

APRIL 2005

12mm EXPANSION JOINT WITH


FILLER PIECE

STRIP FOOTINGEXTERNAL

STRIP FOOTINGINTERNAL SEMI-DETACHED

STRIP FOOTING

E

600 800 1000 300300300

500 600 600 250250250

A B C D F

NORMAL

FOOTING

FOOTING

ON ROCK

GRADE C45 CONCRETE/SRC (TYP.)

APPROVED SELECTED FILL

CAREFULLY COMPACTED IN

150mm LAYERS (TYP.)

1000 MICRONS THICKNESS

BITUMINOUS PAINT (TYP.)

MESH REINF’T A393 (TYP.)

1000G POLYTHENE DPM

LAPPED UP FACE OF BLOCK

AND UNDER DPC (TYP.)

1000G POLYTHENE SHEET (TYP.)

SCREED (TYP.)

HOLLOW BLOCKS FILLED WITH

GRADE C35/10 CONCRETE/SRC (TYP.)

GROUND SLAB WITH ANTI CRACK MESH

REINFORCEMENT TYPE A193

(30mm TOP COVER) (TYP.)

DPC (TYP.)

STEPS GRADE C45(SRC)

C35/10 CONCRETE

9200

11800

300

300

B

A C

D600

50

600

50

F

VA

RIE

S

E E

A

B600

FALL

2

ALL DIMENSIONS ARE IN MILLIMETERS

UNLESS OTHERWISE STATED.

FOUNDATIONS ARE DESIGNED FOR GROUND

BEARING CAPACITY OF 120 KN/m .

WHERE GROUND BEARING CAPACITY

IS LOW, AN ALTERNATIVE DESIGN

SHALL BE MADE BY THE ENGINEER.

REINFORCEMENT IN FOUNDATION WILL BE

HIGH YIELD STEEL AS PER BS 4449 OR

AS PER ASTM 615 GRADE 60.

MINIMUM COVER TO REINFORCEMENT TO BE

70mm.

IN SOME AREA WHICH HAVE VEGETATION

SOIL ON TOP SHOULD BE EXCAVATED TO

200mm AND COMPACTED PRIOR TO ADDING

THE FILL. THIS WORK SHOULD BE CARRIED

OUT AS PER ENGINEER’S INSTRUCTION.

THE FOUNDATION DEPTH REQUIREMENT

IN NON-ROCK SOIL IS 550mm BELOW

EXISTING GROUND LEVEL OR COMPACTED

FILL TO 95 % COMPACTION.

(SEE SPECS. CL. 2.15)

FORMWORK - THE CONTRACTOR SHALL

USE FORMWORK IN CONSTRUCTION OF

ALL FOUNDATIONS.

THIS DRAWING IS TO BE READ IN

CONJUNCTION WITH MOWH SPECIFICATIONS

AND ARCHITECTURAL DRAWINGS.

SEE BEAM / LINTEL LAYOUT FOR LOCATION

OF MASONRY BLOCKS FILLED WITH

CONCRETE FROM THE FOUNDATION TO

THE BEARINGS OF BEAM OR LINTEL.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

FOUNDATION LAYOUT

& R.C. DETAILS

REDRAFTED FROM SIZE A1 TO A3 &

CLARIFICATION.

450

SCALE 1 : 20

SECTION 4-4

(THICKENING SLAB)

SCALE 1 : 20

SECTION 1-1

(TYP. EXTERNAL FOOTING)SCALE 1 : 20

SECTION 2-2

(TYP. INTERNAL FOOTING)

SCALE 1 : 20

SECTION 3-3

(TYP. SEMI-DETACHED FOOTING)

(MIN.)

(MIN.)

ATTACHED (OR)

DETACHED HOUSEAB

B

MASS CONCRETE

DEC. ’96

& R.C. DETAILS

LINTEL LAYOUTS

REDRAFTED FROM SIZE A1 TO A3.

JULY ’99

JAN. ’97

APICHART S.

AS SHOWN

HOUSE TYPE D5

D5-75-02

6.

5.

4.

3.

2.

1. ALL DIMENSIONS ARE IN MILLIMETERS

UNLESS OTHERWISE STATED.

CONCRETE TO BE GRADE 35 WITH

ORDINARY PORTLAND CEMENT.

REINFORCEMENT WILL BE HIGH YIELD

STEEL AS PER BS 4449 OR AS PER

ASTM 615 GRADE 60.

MINIMUM COVER TO REINFORCEMENT

TO BE 35 mm.

THIS DRAWING TO BE READ IN


AND ARCHITECTURAL DRAWINGS.

ALL LINTELS WILL BE REST ON CONCRETE

MASONRY BLOCKS FILLED WITH

GRADE C35/10 CONCRETE.

APRIL 2005

4Y12

LINKS

Y8-200

2Y12

2Y12

TYP.

TY

P.

4Y12

2Y12 2Y12

4Y12

LINKS

Y8-200

R50

0

(OR)

(OR) 1000

250 (ONLY THIS END)

(OR)

AR

CH

2001200200

600 (O

R) 500

200

Y8-200-LINKS

125

100

600

R

1

1

200

ELEVATION

SECTION 1-1

Y8-200

SCALE 1 : 40

TYPICAL R.C. ARCH OPENING DETAILS

2Y12

2Y12

2Y12

2Y12

200

200

150

200

SCALE 1 : 20

TYPE-2TYPE-1

TYPICAL R.C. LINTEL DETAILS

Y8-200 Y8-200

5

6

4

3

2

1

A B C D F

A E F

UP

TYPE-2

TYP. LINTEL

150x200mm

TYPE-1

TYP. LINTEL

200x200mm

LINE OF BEAM ABOVE

SEE DETAIL

OPENING

TYP. ARCH

520080014751525

3800

2000

2000

2600

1200

100 100

100

100

40005000100 100

1200

400

1000

200

1000

400

1200

400

1600 1000

1320

1125

1320

1220

1220

1600

13502175

3800

1320

580

160016001600

1320 200 1800

1200

400

2200

4000

2600

1200

1600

SCALE 1 : 100

175-02



FILLER PIECE

UP

UP

R.C. WINDOW FEATURE

DET. REFER TO DRG.

No. D5-75-05/(D5a)

FILLED BLOCKS WITH

CONCRETE GRADE

C35/10 DOWN TO THE

FOUNDATION (TYP.)

LINTEL LAYOUT - GROUND FLOOR LEVEL

A/C OPENING IS

APPLICABLE TO

SEMI-DETACHED

HOUSES ONLY

A/C OPENING IS

APPLICABLE TO

DETACHED HOUSE

5

6

4

3

2

1

A C D F

A E F

DN

1000

200

1200

400

1000

400

1200

400

160016001600

5001450

1220

7301320

1220

1450

1520

26001200

1520

1320

10001600

1200

400

100100

100

3800

2000

2000

2600

1200

100

100 40005000 100

2200

4000

2600

1200

1600

SCALE 1 : 10075-02

2



FILLER PIECE

FILLED BLOCKS WITH

CONCRETE GRADE

C35/10 DOWN TO THE

FIRST FLOOR (TYP.)

52008003000

R.C. WINDOW FEATURE

DET. REFER TO DRG.

No. D5-75-05/(D5a)

LINTEL LAYOUT - FIRST FLOOR LEVEL

A/C OPENING IS

APPLICABLE TO

DETACHED HOUSE

A/C OPENING IS

APPLICABLE TO

SEMI-DETACHED

HOUSES ONLY

9200

11800

9200

11800

ATTACHED (OR)

DETACHED HOUSEAB

ATTACHED (OR)

DETACHED HOUSEAB

DEC. ’96

s:\engr\houses\d5-type\structural\a3\D5-75-02B.dgn

B

B B BBB

MAY 2007STAIRCASE.

OMITTED NEWEL POST LOCATIONS OF

A.B.R.

A.B.R.

5

6

4

3

2

1

A C D F

A E F

5

6

4

3

2

1

A C D F

A E F

(TYP.)

END BEARING

OPENING (TYP.)

PIPE HOLE

200x200mm

1Y12

UNDER SLAB (TYP.)

20mm GROUT JOINT

2Y12

2Y12Y8-200

2Y12

2Y12Y8-200

20

20

200mm BLOCKWALLS

1Y12

2Y12

2Y12Y8-200

2Y12

2Y12Y8-200

20

20

4Y12

4Y12

4Y12

(TYP.)

Y8-200-LINKS

4Y12

TYP.

TY

P.

2Y12

2Y12Y8-200

20

BLOCKWALL

150mm (OR) 200mm

1Y12

2Y12

2Y12Y8-200

20

2Y16

2Y16

2Y16

2Y16

SCALE 1 : 40

SCALE 1 : 40

3Y20

2Y16

2Y16

SCALE 1 : 40 SCALE 1 : 40

3Y20

Y8-200

LINKSLINKS

Y8-200

LINKS

4Y16

2Y12

2Y12

2Y12

BLOCKWALL

20

2Y16

4Y12

& R.C. DETAILS

RING BEAM LAYOUTS

CONCRETE

FILLED WITH

BLOCKWORK

CONCRETE

FILLED WITH

BLOCKWORK

A

A

A

B

A

BLOCKWALL

150mm (OR) 200mm

BLOCKWALL

150mm (OR) 200mm

EXTEND TOP

OF LINK

REINF’T INTO

RING BEAM

100100

3800

2000

2000

2600

1200

100

100

40005000 10016

00

2200

4000

2600

1200

100

52008003000 52008003000 100100

3800

2000

2000

2600

1200

100

100

100 40005000

3800

4000

2600

1200

100

400

90 9020

200

150

150

200

90 9020

200

150

150

200

400

500

700

700

400

200

200

500500

90 9020

150

200

200

150

1250

NOTE 9 ADDED.

JULY ’99

APICHART S.

AS SHOWN

HOUSE TYPE D5

D5-75-03

RING BEAM LAYOUT - FIRST FLOOR LEVEL RING BEAM LAYOUT - ROOF LEVEL2175-03 75-03SCALE 1 : 100 SCALE 1 : 100

SECTION 1-1

DETAIL-2 DETAIL-3DETAIL-1

(AT ROOF LEVEL)

EXT. RING BEAM

(AT ROOF LEVEL)

INT. RING BEAM - DET. 1

(AT ROOF LEVEL)

INT. RING BEAM - DET. 2

(AT FIRST FLOOR LEVEL)

INT. RING BEAM

(AT FIRST FLOOR LEVEL)

EXT. RING BEAM

PARTIAL ELEVATION - E1

SECTION 2-2

4Y124Y12

4Y12

4Y12

DETAIL-1

DETAIL-2 DETAIL-2

DETAIL-3

DETAIL-1

2Y12 (BEYOND)

JAN. ’97

E2



FILLER PIECE



FILLER PIECE

BEAM 1

BE

AM

1

BEAM 2

4Y12

PARTIAL ELEVATION - E2

3Y8

2

21

1

90110

110 90

11090

200

400

400

100

500

150

200

SEE NOTE 9

(TYP.)

SEE NOTE 9

(TYP.)

SEE

NOTE 9

RING

BEAM

ROUGHENED CONSTRUCTION

JOINT (TYP.)

BEAM 2

Y8-200Y8-200

APRIL 2005

TYPICAL REINFORCEMENT DETAILS OF RING BEAM - PLANSCALE 1 : 40

FILLED BLOCKS WITH

CONCRETE GRADE

C35/10 DOWN TO THE

FOUNDATION (TYP.)

E1

200mm BLOCKWALL

2

2

ROOF PARAPET WALL

PRECAST CONCRETE HOLLOW

CORE SLAB (TYP.)

1Y12

30-11-99

ALL DIMENSIONS ARE IN MILLIMETERS UNLESS

OTHERWISE INDICATED.

REINFORCEMENT WILL BE HIGH YIELD STEEL

AS PER BS 4449 OR AS PER ASTM 615

GRADE 60.

CONCRETE ABOVE DPC LEVEL SHALL BE

MINIMUM COVER TO REINFORCEMENT TO BE

35mm FOR BEAMS.

MINIMUM LAP FOR REINFORCEMENT

COMPRESSION AND TENSION MEMBERS TO

THE DESIGN OF PRECAST SLABS SHALL

1. MOWH SPECIFICATIONS FOR

2. LOADING CHARACTERISTIC:

a) SLAB WEIGHT = KN/m

b) SCREED + FINISHED = 1.20 KN/m

c) PARTITIONS OR TILES = 1.50 KN/m

d) SUPERIMPOSED FLOOR LOAD= 2.00 KN/m

e) SUPERIMPOSED ROOF LOAD = 2.00 KN/m

SUBJECT TO DESIGN

THIS DRAWING IS TO BE READ IN CONJUNCTION

WITH MOWH SPECIFICATIONS AND

ARCHITECTURAL DRAWING.

ALL BEAMS MUST BE REST ON BLOCKS FILLED

DETAIL OF THE JOINTS BETWEEN THE

PRECAST SLABS AND ALL OTHER

STRUCTURAL ELEMENTS SHALL BE THE

RESPONSIBILITY OF THE PRECAST

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/m

b) 150mm HOLLOW BLOCK = 2.4 KN/m

c) 200mm HOLLOW BLOCK = 3.0 KN/m

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

2

2

2

2

2

2

2

2

*

*

SUPPLIER.

GRADE C35 WITH ORDINARY PORTLAND CEMENT.

BE 40 x BAR DIAMETER.

COMPLY WITH THE FOLLOWING:

TRADITIONAL HOUSES. (JULY ’87) SEC. 3

WITH CONCRETE GRADE C35/10.


NOTE 10 ADDED.

920011800

9200

11800

ATTACHED (OR)

DETACHED HOUSEAB

ATTACHED (OR)

DETACHED HOUSEAB

BLOCKWORK

FILLED WITH

CONCRETE

(TYP.)

BEAM 1

TYPICAL R.C. RING BEAM DETAILSSCALE 1 : 40

DEC. ’96

s:\engr\houses\d5-type\structural\a3\D5-75-03D.dgn

D

D F

3

2

2600

5200

DN

UP

DN

R.C. STAIRCASE

No. D5-75-04/1D

SEE DETS. DRG.

R.C. STAIRCASE

No. D5-75-04/2A

SEE DETS. DRG.

75-03 SCALE 1 : 100

RING BEAM LAYOUT - STAIRCASE ROOF LEVEL3

R.C. IN-SITU

SLAB REFER

TO DRG. No.

D5-75-04/1D

1151075

C

C C

C

FEB. 2007

C

C

SEE DRG. No. D5-75-04/2B

SECTION DETAILS & REINFORCEMENT

FOR STAIRCASE ROOF RING BEAM

ROOF HATCH REMOVED.

LAYOUT AT STAIRCASE ROOF LEVEL.

ADDED STAIRCASE ON PLAN & RING BEAM

MAY 2007

D D D D

LOCATION

WATER TANK

ADDED.

STAIRCASE & WATER TANK LOCATION

OMITTED NEWEL POST LOCATIONS OF

D

A.B.R.

A.B.R.

2Y12

2Y12

Y8-200

20

20

20

20

20

2Y12

Y8-200

2Y12

2Y12

Y8-200

2Y12

Y8-200

2Y12

2Y12

2Y12

2Y12

Y8-200

2Y12

2Y12

Y8-200

Y8-200

2Y12

2Y12

Y12-300T-14

Y12-150T-05

Y12-300B-02

Y12-300T-04

Y12-300B-07

Y12-300B-15

Y12-300BT-01

Y12-300BT-03

Y12-300TB-08

Y12-300BT-09

Y12-300BT-10

Y12-300

U-13

Y12-300

U-12

Y12-300

T-11

Y12-300

B-11

Y12-300

U-13

Y12-300

U-12

Y12-300

B-06

Y12-300

T-06

Y12-300

T-06

Y12-300

T-11

LINKS

Y8-200

LINKS

Y8-200

4Y12

4Y12

4Y12

4Y12

LINKS

Y8-200

4Y12

LINKS

Y8-200

(2T+3B)

5Y16

EXPANSION JOINT

12mm

(TYP.)

BLOCKWORK

LINE OF 150mm

DOOR OPENING

STRUCTURAL

BLOCKWORK

LINE OF 150mm

Y8-2002Y12

2Y12

Y8-2002Y12

2Y12

(TYP.)

SAND

CEMENT &

MORTAR 1:1

GROUT JOINT

1000 G POLYTHENE SHEET

SCREED

50mm

Y12-300U-13

Y12-300T-04

(TYP.)

Y12-300BT-03

Y12-300U-12

(TYP.

)

Y12-300T-06

Y12-300B-06

Y12-300T-06

(TY

P.)

(TYP.)

Y12-150T-05

Y12-300B-02

CHAMFERED (TYP.)

10x10mm

JOINT

CONSTRUCTION Y12-300BT-01

50mm SCREED

Y12-300T-14

Y12-300U-12

Y12-300U-13

Y12-300BT-10

3Y16

Y8-200

DOOR OPENING

STRUCTURAL

BLOCKWORK

LINE OF 150mm

Y12-300U-12

Y12-300TB-08

Y12-300U-13

Y12-300B-07

2Y12

2Y12Y8-200

2Y12

2Y12Y12-300T-11

Y12-300T-11

Y12-300B-11

Y12-300BT-09

Y12-300U-13

Y12-300T-04

Y12-300B-02

Y12-300U-12

Y12-300TB-08

Y12-300BT-09

Y12-300B-07

BLOCKWORK

LINE OF 150mm

Y12-300U-13

50mm SCREED

Y12-300U-12

Y12-300T-14

Y12-300B-15 Y12-300BT-10

3Y20

2Y16

2Y16

Y8-200

RAFT FOUNDATION

GROUND SLAB OR

GROUT JOINTS ADDED.

DIMENSIONS REVISED & ADDED.

POLYSTYRENE JOINTS REMOVED.

APICHART S.

NOTE 9 ADDED.30-11-99

JULY ’99

4-4-98

JAN. ’97

24

00

200

200

3

2

D F

HOUSE TYPE D5

85

115

250

50

150

50

30 150

200

150600150

150

50

150

50

30 150 250

150

75

150

50

150

500

1000

800

900

175

100

500

500

225

175

30

620

200

100

200

150

A

A

A

B

A

B

B

150

150

D

D

BEAM 2

C

B B

A A

SCALE 1 : 40

SECTION A-A

SCALE 1 : 40

SECTION B-B

SCALE 1 : 40

SECTION D-D

SCALE 1 : 40

SECTION C-C

BLOCKWALL ABOVE STRIP

FOOTING OR EDGE OF

GROUND BEAM OF RAFT

FOUNDATION

FOR RAFT FOUNDATION

REINFORCEMENT SEE

DRG. No. D5-75-101 (OR)

D5-75-102

24

00

SEE NOTE 9

(TYP.)

SEE NOTE 9

Y8-200

2Y16

BEAM 2

175

175

150

D F

3 2

370

1000

400

100

2200

200

400

200

APRIL 2005

MESH REINF’T A252

MESH REINF’T A193

(30mm TOP COVER)

FOR STRIP FOOTING

GROUND SLAB

200mm BLOCKWORK

FILLED WITH CONCRETE

OR SOLID BLOCKWORK

(TYP.)

200

TYP.

1501500200

AB

7 EQUAL TREADS

9 EQUAL TREADS

7 EQUAL TREADS

D F


UNLESS OTHERWISE INDICATED.


7. THIS DRAWING IS TO BE READ IN

B = BOTTOM BAR

9. DETAIL OF THE JOINTS BETWEEN THE



& ARCHITECTURAL STAIRCASE DRAWING.



2. CONCRETE IN STAIRCASES TO BE

PORTLAND CEMENT.

3. REINFORCEMENT IN STAIRCASE WILL BE


4. MINIMUM COVER TO REINFORCEMENT TO BE

a - SOFFIT 25 mm

b - EDGE 30 mm

c - FOUNDATION 70 mm

5. Y12-300B-02

CODE NUMBER

BAR DIAMETER

SPACING

TYPE OF STEEL

2*

*

2

2

2

2




TRADITIONAL HOUSES. (JULY ’87) SEC.3







SUBJECT TO DESIGN

6.

MINIMUM LAP AND ANCHORAGE FOR8.

GRADE C35 THROUGHOUT WITH ORDINARY

SUPPLIER.

REINFORCEMENT TO BE 40 x BAR DIAMETER.

BAR POSITION

U = U BAR

T = TOP BAR

TB = TOP TO BOTTOM BAR

BT = BOTTOM TO TOP BAR

5Y12

REDRAFTED FROM SIZE A1 TO A3 & BASE

REINFORCEMENT OF STAIRCASE REVISED

& CLARIFICATION.

C

AS SHOWN DEC. ’96

E

A.B.R.

D5-75-04/1D

FEB. 2007

of 2)1(SHEET

R.C. STAIRCASE DETAILS1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

17

16

15

14

13

12

11

10

18

19

200

3Y16

Y8-200

2Y1618

19

20

200

2000200

21

1400

400

1000

370

50

1400

TO

TO

P

OF

GR

D.

FL

R.

SL

AB

2Y16

2005000200 2002400200

37

0

67

0

20012751125200

400

400

DETACHED STAIRCASE

ATTACHED (OR)AB

C

(TYP.)

1250

12001750205015050 50

1125

127

5

2050200 20012001750 50

125022501500

317

0

10

11

12

13

18

11510

2Y12

FIRST FLOOR PLAN LEVELSCALE 1 : 40

175-04/1

D

LANDING

Y12-300U-13

Y12-300T-14

Y12-300B-15

Y12-300U-12

LOWER FLIGHT REINF’T AT

GROUND FLOOR LEVEL

D

D

D

Y12-300BT-03

FIRST FLR. SLAB LEVEL

GRD. FLR. SLAB LEVEL


LANDING

LANDING



FIRST FLOOR LEVEL SEE

DRG. No. D5-75-04/2B

200

s:\engr\houses\d5-type\structural\a3\D5-75-04/ 1E.dgn

(TYP.)

FLOOR RING BEAM

(TYP.)

FLOOR RING BEAM

(TYP.)

LANDING BEAM BEYOND

18

EQ

UA

L

RIS

ER

S

DRAWING NUMBER.

GENERAL REVISIONS & REVISED

E

E

E

MAY 2007STAIRCASE AT NEWEL POST LOCATION.

OMITTED CONCRETE NOTCHES OF

A.B.R.

20

2Y12

2Y12

Y8-200

Y8-200

2Y12

2Y12

LINKS

Y8-200

LINKS

Y8-200

4Y12

4Y12

4Y12

4Y12

LINKS

Y8-200

4Y12

LINKS

Y8-200

(2T+3B)

5Y16

EXPANSION JOINT

12mm

(TYP.)

50mm SCREED

APICHART S.

3

2

D F

HOUSE TYPE D5

250

150

50

150

200

1000

1000

500

150

SCALE 1 : 40

SECTION E-E

SCALE 1 : 40

SECTION H-H

SCALE 1 : 40

SECTION G-G

24

00

3 2

200

TYP.

7 EQUAL TREADS

7 EQUAL TREADS





B = BOTTOM BAR




& ARCHITECTURAL STAIRCASE DRAWING.



2. CONCRETE IN STAIRCASES TO BE

PORTLAND CEMENT.

3. REINFORCEMENT IN STAIRCASE WILL BE



a - SOFFIT 25 mm

b - EDGE 30 mm

c - FOUNDATION 70 mm

5. Y12-300B-02

CODE NUMBER

BAR DIAMETER

SPACING

TYPE OF STEEL

2*

*

2

2

2

2











SUBJECT TO DESIGN

6.

MINIMUM LAP AND ANCHORAGE FOR8.

GRADE C35 THROUGHOUT WITH ORDINARY

SUPPLIER.

REINFORCEMENT TO BE 40 x BAR DIAMETER.

BAR POSITION

U = U BAR

T = TOP BAR

TB = TOP TO BOTTOM BAR

BT = BOTTOM TO TOP BAR

AS SHOWN DEC. ’96

B

GHADA

GHADA

D5-75-04/2

(SHEET 2 of 2)

R.C. STAIRCASE DETAILS

2Y12

Y8-200

2Y12

175

D F

20

Y8-2002Y12

2Y12

Y8-2002Y12

2Y12

(TYP.)

250

1000

20

2Y12

2Y12

150

50

Y8-200

3020

2Y12

Y8-200

2Y12

1Y12

2Y12DROPPED BEAM AT DOOR LOCATION

PARAPET WALL

20

2Y12

2Y12

150

50

Y8-200

2Y12

Y8-200

2Y12

Y8-2002Y12

2Y12

Y8-200

2Y12

2Y12

Y8-2002Y12

2Y12

150

1000

F

2Y12

Y8-200

2Y12

DOOR OPENING

BETWEEN

THRESHOLD

CONCRETE

2Y16

2Y16

2Y16

2Y16

150

Y12-300B-26

3Y16

Y8-200

3Y16

Y8-200

2Y16

150Y12-300T-14

Y12-300B-15

150

2Y16

Y8-200

3Y16

(TYP.)

SCREED

50mm

Y12-300U-12

Y12-300U-13

500

175

3020

150

Y12-300BT-18

Y12-300B-17

Y12-300T-19

D

2Y12

2Y12

Y8-200

Y8-2002Y12

2Y12

150

50

2005000200

24

00

200

200

2002400200

37

0

37

0

400

400

20012751125200

DETACHED STAIRCASE

ATTACHED (OR)AB

2005000200

12002250155015050 50

1125

127

5

1250

200125017502000200

200

400

200

200

200

317

0

8

EQ

UA

L

RIS

ER

S10

EQ

UA

L

RIS

ER

S

1760

1410

50

50

370

1200

140

175

85

1200

370

150 1500

50200

200

400

200

200

400

200

200120022501550200

9 EQUAL TREADS

10

EQ

UA

L

RIS

ER

S

1760

50

370

1200

140

175

85

27

70

Y8-200

1Y12

Y8-200

BEYOND

RING BEAM

150

20

400

150

19

18

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

27

28

29

30

31

32

33

34

35

26

2Y16

36

26

27

28

29

36

(TYP.)

1500200

200


ROOF FLR. SLAB LEVEL


STAIRCASE ROOF SLAB LEVEL

LANDING


LANDING

LANDING

85

175

140

ROOF FLOOR PLAN LEVELSCALE 1 : 4075-04/2

2

E E

FF

G

G

H

H

SCALE 1 : 40

SECTION F-F

s:\engr\houses\d5-type\structural\a3\D5-75-04/ 2B.dgn

Y12-300BT-16

Y12-300BT-16

Y12-300B-17


FIRST FLOOR LEVEL

Y12-300BT-18

Y12-300T-19

AB

1200

TO

TO

P

OF

FIR

ST

FL

R.

SL

AB

Y12-300T-29

Y12-300B-29

Y12-300T-29

Y12-150T-20

Y12-300U-28

Y12-300U-27

Y12-300U-31

Y12-300T-25

Y12-300U-32

Y12-300U-31

Y12-300T-25

Y12-300U-32

Y12-300BT-24

Y12-300T-30

Y12-300B-30

Y12-300T-30

Y12-300B-21

Y12-300U-27

Y12-300BT-23

Y12-300TB-22

Y12-300U-28

Y12-300

U-32

Y12-300

U-31

Y12-300B-26

Y12-300T-25

Y12-300BT-24

Y12-150T-20

Y12-300

T-29

Y12-300

B-29

Y12-300

T-29

Y12-300

U-27

Y12-300

U-28

Y12-300B-21

Y12-300TB-22

Y12-300BT-23Y12-300

T-30

Y12-300

B-30

Y12-300

T-30

Y12-300BT-16

Y12-300B-17

Y12-300T-19

Y12-300U-27 Y12-300U-28

Y12-300TB-22

Y12-300B-21

Y12-300BT-23

Y12-300B-26

Y12-300T-25

Y12-300U-31 Y12-300U-32

Y12-300BT-24

85

115

(TYP.)

FLOOR RING BEAM

(TYP.)

FLOOR RING BEAM

(TYP.)

LANDING BEAM BEYOND

2Y12

1151075

FEB. 2007

OF ARCHITECTURAL DRAWING.ROOF FLOOR LEVEL AS PER CHANGEDEXTENSION FROM FIRST FLOOR TOADDITIONAL DRAWING OF STAIRCASE

WINDOW OPENING

STRUCTURAL

WINDOW OPENING

STRUCTURAL

WINDOW OPENING

STRUCTURAL

( BY THE SUPPLIER )

TO CARRY THE WATER TANK LOAD

PRECAST SLAB MUST BE DESIGNED

B

B

B

MAY 2007STAIRCASE AT NEWEL POST LOCATION.

OMITTED CONCRETE NOTCHES OF

RECESSSED PANEL

150mm BLOCKWORK

R.C. RING BEAM

R.C. LINTEL

RECESSED PANEL

150mm BLOCKWORK


200mm BLOCKWORK

200mm BLOCKWORK

(AS PER APPROVED PATTERN)

GRC ISLAMIC DESIGN PANEL

CAST GYPSUM OR

IN PLASTER

10x10mm GROOVE LINE

2Y12

2Y12Y8-200

1Y12

2Y12

2Y12Y8-200

2Y12

2Y12Y8-200

2Y12Y8-200

2Y12

1Y12

MIN.

1Y12

1Y12

Y12-200

(AS PER APPROVED PATTERN)

GRC ISLAMIC DESIGN PANEL

CAST GYPSUM OR

CONCRETE INFILL

50x150mm CAST-IN-SITU

1Y12 4Y12

2Y12

LIN

KS

LIN

KS

4Y12

2Y12

4Y12

Y12-200

4Y12

2Y12

Y8-200

LINKS

2Y12

2Y12

2Y8-LINKS 2Y8-LINKS

GROUND SLAB

FOR STRIP FOOTING

(30mm TOP COVER)

REINFORCEMENT

MESH A193

MESH (TYP.)

GLASS FIBER

200mm WIDE










2*

*

2

2

2

2











SUBJECT TO DESIGN

5.

2. REINFORCEMENT WILL BE HIGH YIELD STEEL


GRADE 60.

35 mm

PORTLAND CEMENT.

3. CONCRETE TO BE GRADE C35 WITH ORDINARY

& ARCHITECTURAL DRAWINGS.

SUPPLIER.

A

APRIL 2005

30-11-99

JULY ’99

JAN. ’97

NOTE 7 ADDED & DIMENSIONS REVISED.

A.B. RAJAB

APICHART S.

HOUSE TYPE D5

A.B. RAJAB

D5-75-05/(D5a)

AA

A

AA

A

A


FOOTING OR EDGE OF

GROUND BEAM OF RAFT

FOUNDATION

RAFT FOUNDATION

GROUND SLAB OR

FOR RAFT FOUNDATION

REINFORCEMENT SEE

DRG. No. D5-75-101 (OR)

D5-75-102

1 SECTIONSCALE 1 : 4075-D5a

SCALE 1 : 40

ELEVATION275-D5a

375-D5a

ISOMETRIC VIEW OF ROOF PARAPET

SECTIONSCALE 1 : 4075-D5a

4

150

150

220

600

1300

900

150

220

600

1300

900

100

200

150 50

650

200

200

150 400

125

150

50

200

2001200200

2001200200

2001200200

Y8-200-LINKS Y8-200-LINKS

Y8-200

Y8-200

Y8-200-LINKS

Y8-200-LINKS

175-D5a

4 4

850

317

0317

0

GROUND

FLOOR

SLAB

LEVEL

FIRST

FLOOR

SLAB

LEVEL

ROOF

SLAB

LEVEL

SEE NOTE 7

SEE NOTE 7

A

R600

AS SHOWN

PRECAST CONCRETE

HOLLOW CORE SLAB

PRECAST CONCRETE

HOLLOW CORE SLAB

PRECAST CONCRETE WINDOW SILL

DET. DRG. No. D5-70-09

PRECAST CONCRETE WINDOW SILL


PRECAST CONCRETE RAINWATER

SPOUT DET. DRG. No. D5-70-03

BUILT-UP ROOFING SYSTEM


200mm BLOCKWORK PARAPET WALL


150 50

200

200


JOINT (TYP.)

ROOF PARAPET WALL

NOT TO SCALE


CHANGED TO SUIT ARCHITECTURAL

DRAWING.

WINDOW FEATURE &

R.C. DETAILS - D5a

PRECAST CONCRETE

RAINWATER SPOUT


20

200

20

200

B

DEC. ’96

s:\engr\houses\d5-type\structural\a3\D5-75-05/(D5a)B.dgn

GROOVE

100x20mm DEEP

CORNICE

R.C. BOTTOM

R.C. CORBEL

TO APPROVED SAMPLE

PRECAST CONCRETE FINIAL

FINIA

L

GROUND SLAB

FOR STRIP FOOTING

(30mm TOP COVER)

REINFORCEMENT

MESH A193

RAFT FOUNDATION

GROUND SLAB OR MIN.

1Y12

2Y12

2Y12Y8-200

1Y12

2Y12

2Y12Y8-200

2Y12

2Y12

2Y12

2Y12

1Y12

Y8-200

2Y12Y8-200

2Y12

20

20

20

20

2Y12

2Y12

2Y12

3Y12

2Y12

2Y12

4Y12

Y8-200

BAR

DOWEL

Y8-200

Y8-200

(U-BARS)

Y12-200

(U-BARS)

Y8-2002Y12

2Y123Y12

3Y12

1Y12

Y8-200

Y8-200

ROOF RING BEAM (TYP.)

FLOOR RING BEAM TO

R.C. COLUMN FROM FIRST

3Y12

2Y12

2Y12

2Y12

Y8-200

Y8-200

(U-BARS)

Y12-200

MORTAR COPING

2Y12

3Y12 3Y12

2Y12

Y8-200

Y8-200

2Y12

2Y12

4Y12 3Y12

1Y12

TY

P.

(U-BARS)

LINKS

10Y12 (TYP.)

2Y12 (TYP.)

6Y12 3Y12

FOR FINAIL

STEEL DOWEL BARS

3Y12

(TYP.)

R.C. COLUMN

LINE OF REAR

6Y12

10Y12 (TYP.)

2Y12 (TYP.)

2Y12

3Y12

TYP.

2Y12

5Y12

4Y12

(TYP.)

10Y12, Y8-200-LINKS

SAMPLE

FINIAL TO APPROVED

PRECAST CONCRETE

4Y12, Y8-200-LINKS

R.C. COLUMN

Y8-200 (U-BAR)

Y8-200-LINKS

1Y12

3Y12

3Y12

Y8-200

3Y12

2Y123Y12

2Y12 Y8-200

6Y12

TY

P.

(TYP.)


200mm BLOCKWORK 1. ALL DIMENSIONS ARE IN MILLIMETERS









2*

*

2

2

2

2


COMPLY WITH THE FOLLOWNG:


TRADITIONAL HOUSES. (JULY’ 87) SEC.3







SUBJECT TO DESIGN

5.



GRADE 60.

35 mm

PORTLAND CEMENT.



SUPPLIER.

APICHART S.

HOUSE TYPE D5

D5-75-05/(D5b)

30-11-99

JULY ’99

JAN. ’97

150

250

150

200

100

150

200

100

150

150

1850

570

100

100

200

100

100100200100

150

100

300150100

300 300

550

400

470

1850

100

200

20

50

450

400

100

100

150 150 1200 150 150

150

150

100

150

200

950

2570

600

1501500150

250

50

200

100

450

150

150

1850

420

250

200 5

00

150

150

1850

420

50

10010

050

450

1200200 100 200100

200

500

200

200

150

150

450

150

100

150

200

200

100

100

100

200 100100 100

300

600

150

300

600

150

200

2200

200

400

200

SECTIONSCALE 1 : 40

SECTIONSCALE 1 : 40

2

SECTIONSCALE 1 : 40

7

SECTIONSCALE 1 : 40

8

SECTIONSCALE 1 : 40

9

SCALE 1 : 40

3 ELEVATION

SCALE 1 : 40

4 ELEVATION

SCALE 1 : 40

5 PLAN

6 KEY ELEVATION

1 2

Y8-200

Y8-200


FOOTING OR EDGE OF

GROUND BEAM OF RAFT

FOUNDATION

ROOF

SLAB

LEVEL

FIRST

FLOOR

SLAB

LEVEL

GROUND

FLOOR

SLAB

LEVEL


JOINT (TYP.)

SEE NOTE 7

(TYP.)

A

ASEE NOTE 7

(TYP.)

SEE NOTE 7

(TYP.)

A

150mm. WIDTH

FIBREGLASS MESH

(TYP.)

R.C. CORBEL DETAIL

SEE SECTON 7

1800 1800

1800

700

FIRST

FLOOR

SLAB

LEVEL

FIRST

FLOOR

SLAB

LEVEL

FIRST

FLOOR

SLAB

LEVEL

Y8-200-LINKS

Y8-200-LINKS

Y8-200-LINKS

Y8-200 (U-BARS)

Y8-200-LINKS

Y8-200-LINKS

Y8-200-

LIN

KS (T

YP.)

Y8-200-LINKS

Y8-200-

LIN

KS (T

YP.)

Y8-200-LINKS

4Y8-LINKS

200mm HOLLOW

BLOCKWORK

RENDERED (TYP.)

ROOF

SLAB

LEVEL

A

FOR RAFT FOUNDATION

REINFORCEMENT SEE

DRG. No. D5-75-101 (OR)

D5-75-102

75-D5b

75-D5b

75-D5b

75-D5b

75-D5b

75-D5b

75-D5b

75-D5b

75-D5b

1

375-D5b

475-D5b

R750

R750

APRIL 2005

DPC SHEET THRESHOLD

PRECAST CONCRETE

200

150

20

Y8-200-(U-BARS)

4Y12

AS SHOWN

NOTE 7 ADDED.

SCALE 1 : 100

BLOCKWORK FILLED

WITH CONCRETE (TYP.)

BLOCKWORK FILLED

WITH CONCRETE

R.C. SILL SEATINGR.C. SILL SEATING


CHANGED TO SUIT ARCHITECTURAL

WINDOW FEATURE &

R.C. DETAILS - D5b

9 9 9 9

8 8

7

7

DRAWING & CLARIFICATION.

R.C. SILL SEATING

R.C. SILL SEATING

DEC. ’96

s:\engr\houses\d5-type\structural\a3\D5-75-05/(D5b)C.dgn

C

1650 (N

TS)

317

0317

0

1650 (N

TS)

317

0317

0

1650 (N

TS)

CC

CC

C

C

MAY 2007DIMENSIONS & KEY ELEVATION.

REVISED ROOF PARAPET WALLS HEIGHT &

OP

ENIN

G

150

400x15

00

200

A.B.R.

A.B.R.

Y8-200-LINKS

4Y16

RECESSED

50mm DECORATIVE ARCH

A

A

2000

200

300

200

400

MORTAR COPING

200x400mm R.C. BEAM

R.C. COLUMN

JOINT


2Y16

2Y16

A/C OPENING

1Y12

12mm EXP. JOINT

12mm THK. RENDER

6Y12

Y8-200-LINKS

1000 MICRONS THICKNESS

BITUMINOUS PAINT (TYP.)

1000G POLYTHENE

SHEET (TYP.)

GROUND LEVEL

MESH REINF’T A252

MIN.

2Y16

2Y12

2Y12

SECTION D-D

50x200mm RED MERANTI

TIMBER PERGOLA

AT 250mm C/C /

75x100mm HARDWOOD PLATE

WITH M12O ANCHOR BOLT

AT 1200mm C/C

200mm BLOCKWORK

SEE NOTE-7

BLOCKWORK BOUNDARY WALLCOLUMN FOUNDATION WITH

MESH REINF’T TYPE A252

BLOCKWORK BOUNDARY WALL

FOUNDATION SEE STANDARD

DRG. No. 00-72-13G (TYP.)

OUTLINE OF

BEAM ABOVE

ELEVATION

SECTION A-A

B B

SECTIONAL PLAN B-B

PLAN OF PORCH PERGOLA


TIMBER SPACER



150mm LAYERS (TYP.)

GARAGE SLAB WITH MESH

REINF’T TYPE A193

(30mm TOP COVER)

ROLLING SHUTTER WITH SIDE

LOCKING FEATURES, FIXING TO

MANUFACTURER’S INSTRUCTION

COLUMN REINF’T

SIMILAR AS SHOWN



150mm LAYERS (TYP.)

C

C

D

D

50

400

600

210

0

150

EQ

200

200

EQ

100

15050

100

550

500

210

0

2000200300

200

200200200

350

200

500

LA

P75










2*

*

2

2

2

2











SUBJECT TO DESIGN

5.



GRADE 60.

PORTLAND CEMENT.


SUPPLIER.


35 mm

PART SECTIONAL ELEVATION C-C

APICHART S.

D5-75-06

HOUSE TYPE D5

JAN. ’97

JULY ’99

30-11-99 NOTE 7 ADDED.

800

400

600

3150

3150

150

600

4000

600

A

A



FILLER PIECE

Y8-200

Y8-200

APRIL 2005

SCALE 1 : 40

SCALE 1 : 40

SCALE 1 : 40

ROLLING SHUTTER DETAILS

AS SHOWN

2-COURSE OF2-COURSE OF

150mm BLOCKWORK


FINISHED GARAGE SLAB LEVEL

GRADE C45

SRC (TYP.)

CONCRETE

10x10mm DEEP GROOVE LINE

IN PLASTER

1010

0

SCALE 1 : 40


WITH M12O ANCHOR BOLTS

AT 1200mm C/C


TIMBER SPACER (TYP.)

R.C. BEAM


WITH M12O ANCHOR BOLTS

AT 1200mm C/C

2Y12

2Y12Y8-200

150

20

200

400

200

600

2Y12

2Y12Y8-200

2002500

BLOCKWORK FILLED

WITH CONCRETE (TYP.)

ROLLING SHUTTER, A/C OPENING,

PORCH PERGOLA &

R.C. DETAILS

12mm THK. RENDER

ATTACHED (OR) DETACHED

PORCH PERGOLAAB

ATTACHED (OR)

DETACHED GARAGE

200

2500

200

200

200

8Y12/Y8-200-LINKS

6Y12/Y8-200-LINKS

4002400200200200400

200 200

3200

DEC. ’96

s:\engr\houses\d5-type\structural\a3\D5-75-06D.dgn

D

HYDRAULICALLY PRESSED

CONCRETE KERB

PAVEMENT DRIVEWAY REFER TO

ROAD SECTION DETAIL DRAWING

C

C

FEB. 2007

REDRAFTED FROM SIZE A1 TO A3, CHANGED

FRONT OF GARAGE ELEVATION TO SUIT

ARCHITECTURAL DRAWING & CLARIFICATION.

DRIVEWAY.CONCRETE RAMP CHANGED TO PAVEMENTCHANGED TO CONCRETE KERB.CAST IN-SITU CONCRETE THRESHOLD

400 50

200

25

125

255

GRADE 45/20

CONCRETE FOOTING

COMPACTED SAND

100mm THICK1 :3 MORTAR BED

MAY 2007

D

D

D

D

D

AT SECTION A-A.AND REVISED EDGE OF GARAGE SLABMORTAR BED & DIMENSIONS ADDEDCONCRETE FOOTING, COMPACTED SAND,

A.B.R.

A.B.R.

5

6

4

3

2

A B C D F

A E F

APICHART S.

AS SHOWN

HOUSE TYPE D5

DO NOT SCALE FROM THE DRAWING WHERE

DOUBT ASK.

2

2.

3.

4.

5.

6.

7.

8.

9.

FIGURE DIMENSIONS ARE PROVIDED - IF IN

FCA

(TYP.)

200mm BLOCKWORK

(TYP.)

B

56 4

Y8-200Y8-200

(TYP.)

200mm BLOCKWORK

3

WALL ONLY)

(FOR EXTERNAL

DPC LEVEL (TYP.)

D5-70-03

DETAIL DRG. No.

EXPANSION JOINT(T

YP.)

GHADA

GHADA

FEB. 2007

STEPS (TYP.)

REINFORCED CONCRETE

4Y16 C

C(2T, 2B)

(2T, 2B)

4Y16C

C

4Y

16

C

C(2

T,

2B)

(2

T,

2B)

4Y

16

C

C

TYP. TYP.

1

1

9.200

11.8

00

1004.0005.000100

200mm Thick

SECTIONS & R.C. DETAILS

RAFT FOUNDATION PLAN,

100

1.2

00

2.6

00

2.0

00

2.0

00

3.8

00

100

1.6

00

2.2

00

4.0

00

2.6

00

1.2

00

1005.2008001.4751.525100

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C C

CC

C

C

CC

C

C

C

C

CC C

CC

C

C

C

C

CC

C

C

C

C

C

C

C

CC

C

C CC C

C

C

C

C

C

C

C

C

C

C

C

CC

C

C

C

C

C

C

(2

T,

2B)

4Y

16

C

C

Alternative to Standard Strip footingMIN.

MIN. C

(TYP.)

SITE CONDITION

VARIES TO SUIT

1.050150250 1.100

700700 700700 700700

1.100

200

300

200

300

500

500

MIN.

MIN.

1.050 150 250

700700

1.050 150 250 12

500

MIN.

200

300

MIN.

Y8-200 C

500

MIN.

1502501.100

C

200

C

C

C

2-2001Y 612Y

612Y

2-3001Y

612Y

612Y

612Y

612Y

612Y

612Y

50

CO

VE

R

(TY

P.)

TY

P.

70

C

2-3001Y

2-2001Y

(TY

P.)

25

CO

VE

R

C

2-2001Y

2-3001Y 2-2001Y

C

-20016Y

2-3001Y

2-3001Y

C

2-3001Y

C

2-2001Y

C

2-3001Y

2-3001Y

C

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

BS 4449 GRADE 460 OR ASTM 615 GRADE 60.

BE HIGH YIELD STEEL DENOTED ’Y’ TO

REINFORCEMENT IN THE FOUNDATION WILL

GRADE C45/20 SRC TO MOWH SPECIFICATIONS.

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

00 KN/m.1CAPACITY OF

FOUNDATIONS ARE DESIGNED FOR A BEARING

ARCHITECTURAL DRAWINGS.



OTHERWISE STATED.


200

C

C

613Y

612Y

SHEET

POLYTHENE

000G1

613Y

612Y

C

2-2001Y

2-3001Y

(3T,2B)

615Y

C

SHEET

POLYTHENE

000G1

HOUSE

FILLER PIECE FOR ADJACENT


2mm EXPANSION JOINT1

(BEYOND)

50mm BLOCKWORK1

PAINT (TYP.)

BITUMINOUS

THICKNESS

000 MICRONS1

613Y

612Y

MIN. 50 SIDE COVER

1-1SECTION : 501SCALE

SECTION 2-2 : 501SCALE

1 RAFT FOUNDATION LAYOUT PLAN10175-

1 1

2

2

RAFT FOUNDATION

200mm THICK

2-200-

B1

Y

2-300-

B1

Y

2-200-

B1

Y

2-200-

B1

Y

2-200-B1Y

2-300-B1Y

2-200-

B1

Y

2-300-

B1

Y

2-200-T1Y

6-2001Y

2-2001Y

6-2001Y

2-2001Y

6-20

0-

T1

Y

2-300-B1Y

2-200-B1Y

-200-B16Y

-200-B16Y

-300-B16Y

2-300-T1Y

C

C

2-300-T1Y

C

C

2-300-T1Y

C

2-3001Y

C

C

C

C

C

C

C

C

50

(BEYOND)

200mm BLOCKWORK

(BEYOND)

200mm BLOCKWORK

(BEYOND)

200mm BLOCKWORK

001 : 1SCALE

101D5-75-

700

C

C

.1

0.1

.11

FILLED PIECE


2mm EXPANSION JOINT1

(TYP.)

WITHOUT REINF’T

FOUNDATION

BOTTOM OF RAFT

C

2-300-

T1

Y

CCC

C C

DRAINAGE

SLEEVE FOR

50mm 1

700700

C

C

2-300-

T1

Y

C

C

C

C

1050

TYP.

4Y16 C

C(2T, 2B)

C

C

2-300-

T1

Y

2-300-

B1

Y

2-200-

B1

Y

-300-B12Y

1100

TY

P.

1100

1100

-20016Y

ALL AROUND

Y8-200-LINKS

6 (3T, 2B)/15Y

04/2

&1D5-75-04/

TO DRG. No.

DETAILS REFER

R.C. STAIRCASE

-200-B12Y

FILL MASONRY

BLOCKS WITH

GRADE C30/20

CONCRETE

(TYP.)

C

TY

P.

700

S:\Engr\Houses\D5-Type\Structural\A3\D5-75-101.dgn

5

6

4

3

2

1

A B C D F

11800

1200

2600

2000

2000

3800

100

100

100 5000 4000 100

A E F

100

100 1525 1475 800 5200 100

9200

2200

4000

2600

1200

1600

STEPS (TYP.)

MASS CONCRETE

C

FILLED PIECE



75-102

1

APICHART S.

AS SHOWN

SCALE 1 : 100

HOUSE TYPE D5

D5-75-102

DO NOT SCALE FROM THE DRAWING WHERE

DOUBT ASK.

2

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

FIGURE DIMENSIONS ARE PROVIDED - IF IN

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

BS 4449 GRADE 460 OR ASTM 615 GRADE 60.

BE HIGH YIELD STEEL DENOTED ’Y’ TO

REINFORCEMENT IN THE FOUNDATION WILL

GRADE C45/20 SRC TO MOWH SPECIFICATIONS.

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 150 KN/m.

FOUNDATIONS ARE DESIGNED FOR A BEARING

ARCHITECTURAL DRAWINGS.



OTHERWISE STATED.


LIGHT RAFT FOUNDATION PLAN,

SECTIONS & R.C. DETAILS

C

DRAINAGE

SLEEVE FOR

150mm

Y10-200-B

C

Y10-200-B

Y10-200-T

CC

C

(TYP.)

1050C

C

C

C

C

C

CC

C

C

C

C C

CC

C

C

Y10-200-B CC

C

C

C

Y10-200-B

C

CC C

CC

Y10-200-B C

C

Y10-200-T C

C

Y10-200-B C

C

C

C

C

Y10-200-B

Y10-200-B

C

C

C

Y10-200-B

C

C

Y10-200-B

C

C

Y10-200-B

C

CC

C

C

C

C

C CC

Y10-200-B Y10-200-B

C

C

Y10-200-B

(TY

P.)

1100

D5-75-04

TO DRG. No.

DETAILS REFER

R.C. STAIRCASE

C

(TYP.)

CONCRETE

GRADE C30/20

BLOCKS WITH

FILL MASONRY

1 1

2

2

SECTION 1-1

FCA

C

(TYP.)

200mm BLOCKWORK

Y8-200 C

3Y16

2Y16

300

250 150

C

SHEET

POLYTHENE

1000G

1100

C

C17

0

C

2501501050

Y10-200

Y10-200

500

(3T,2B)

5Y16

C

C

PAINT (TYP.)

BITUMINOUS

THICKNESS

1000 MICRONS

(TY

P.)

25

CO

VE

R

SCALE 1 : 50SCALE 1 : 50

HOUSE

FILLER PIECE FOR ADJACENT



250 150

12

50

(TYP.)

70

(TY

P.)

40

CO

VE

R

(TY

P.)

MIN. 50 SIDE COVER

C

MIN.

200

B

C

SCALE 1 : 50

SECTION 2-2

56 4 1

2501501050

3Y16

2Y16

C

Y8-200

1100

250 150

MIN.

200

3003Y16

Y8-200 C

2Y16MIN.

200

300

500

C

(TYP.)

200mm BLOCKWORK

Y10-200

Y10-200

C

C

Y10-200

Y10-200

3

DPC LEVEL (TYP.)

(FOR EXTERNAL

WALL ONLY)

(BEYOND)

150mm BLOCKWORK

C

(BEYOND)

BLOCKWORK

C

(BEYOND)

BLOCKWORK

C

(BEYOND)

BLOCKWORK

C

Y10-200

Y10-200

C

C17

0

Y10-200

Y10-200

C

Y10-200

Y10-200

C

C

SHEET

POLYTHENE

1000G

ADEL RAJAB

ADEL RAJAB

JUNE 2003

RAFT FOUNDATION PLAN

D5-70-03

DETAIL DRG. No.

EXPANSION JOINT

C

C

RAFT FOUNDATION

170mm THICK

C

C

C C

(TY

P.)

700

C C

C

ALL AROUND

Y8-200-LINKS

5Y16 (3T,2B)/

(TY

P.)

1100

1100

(TY

P.)

SEP. 2003

s:\engr\houses\d5-type\structural\a3\D5-75-102.dgn

a b c d f ab · high yield steel as per bs 4449 or as per astm 615 grade 60. minimum cover to...

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