city engineering consultants. l.l - emirates auction · 1. this drawing is the copy right of city...

CITY ENGINEERING CONSULTANTS.

Project -

Plot No # 1096, Sector # South, Area # Al - Rawdha 2

01 to 07 Architectural Drawings

08 to 15

Sewerage / Water Supply 16 to 19

Structural Drawings

20 to 22 General Notes

CONSULTING ARCHITECTS & ENGINEERSTEL. 06-7473399, FAX 06-7473393, E-mail : [email protected]

OWNER :

Proposed Building Ground Floor

L.L.C

Mr. MARWAN RASHID SHAQAR ALAMI&ABDALLA

JABBAR MAHMOUD SHAQALAIH

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PROPOSED BUILDING GROUND FLOOR

R O A D

P L O T

P

L

O

T P

L O T

300 2400 300

3000 cm

30

00

cm

30

02

70

0

TEMPORARY FENCING LAYOUTSCALE - 1 : 100

LOCATION PLANN.T.S

1096

1094

R O A D

1093

1092

1098

10991095

510

PUMP Rm TELE.Rm

200

170

200

200

TEMPORARY FENCING LAYOUT

1:100 01

MUNICIPALITY ENGINEER APPROVAL

CONSULTANT SIGNATURE AND STAMP

REVISIONS

OWNER:

PLOT NO.

PROJECT DESCRIPTION :

DRAWING TITILE :

ARCH. ENG.

SECTOR DISTRICT

Sami Abdel

STRUC. ENG. M.E.P. ENG.

Mohd.Yasith

DRAWN BY :

P.A.Rasooludheen

B-168

24/02/2016

JOB. NO. SCALE SHEET NO.

Mr. MARWAN RASHID SHAQAR ALAMI&ABDALLA JABBAR MAHMOUD SHAQALAIH

1096


Al-Rawdha 2South

100

Alum

inum

she

et22

0

Steel pipe

Steel pipe

Concrete Blocks

Elevation

Section

TEMPORARY FENCING LAYOUT

UNDER GROUND WATER TANK

TOTAL 8,000 GALS CAPACITY

3000 GALS FOR FIRE USE

5000 GALS FOR DOMESTIC USE

ELEC.ROOM

220

400

TRANSFORMER ROOM

2500

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R O A D

P L O T

P L

O

T P

L O T

300 2400 300

3000 cm

30

00

cm

30

02

70

0

15

0

SETTING OUT PLANSCALE - 1 : 100

LOCATION PLANN.T.S

1096

1094

R O A D

1093

1092

1098

10991095

510

PUMP Rm

TELE.Rm200

170

200

200

SETTING OUT PLAN

1:100 02



REVISIONS

OWNER:

PLOT NO.


DRAWING TITILE :

ARCH. ENG.

SECTOR DISTRICT

Sami Abdel


Mohd.Yasith

DRAWN BY :

P.A.Rasooludheen

B-168

24/02/2016



1096


Al-Rawdha 2South

1. This drawing is the copy right of CITY ENGINEERING

Consultants, Ajman, U.A.E. and must not be retained,

copied or used without the above consultants authority.

2. Do not scale the drawing for dimensions.

3. All dimensions are in centimeters, unless otherwise

specified. All dimensions to be verified on site and

approved by the consultants engineer.

4. The Contractor should read all the drawings thoroughly

before proceeding the works. If any discrepancy with the

relevant drawing, they should brought the notice to the

consultant immediately.

GENERAL NOTES.

AREA DETAILS:- Ground Floor Building

Ground Floor

SQMT. FLOORS

TOTAL ( AREA )

Tower FloorUNDER GROUND WATER TANK




400

ELEC.ROOM

220

TRANSFORMER ROOM

400

6 cm thick interlock Red colour

UPSTAND CURB STONE

8 cm thick interlock

Gray colour

8 cm thick interlock

Gray colour

FLUSH CURBFLUSH CURBFLUSH CURB

UPSTAND CURB STONE

20

06

00

80

0

SEP

TIC N

o # 6

TAN

K

SW.

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GROUND FLOOR PLAN

1:100 03



REVISIONS

OWNER:

PLOT NO.


DRAWING TITILE :

ARCH. ENG.

SECTOR DISTRICT

Sami Abdel


Mohd.Yasith

DRAWN BY :

P.A.Rasooludheen

B-168

24/02/2016



1096


Al-Rawdha 2South

SHOP : 5 Nos

DOUBLE BED ROOM FLAT : 2 Nos

WATCH MAN ROOM

SINGLE BED ROOM FLAT : 2 Nos

BED ROOM

BED ROOM

LIVING ROOM

TOILETTOILET

BED ROOM

BED ROOM

LIVING ROOM

KITCHEN

TOILET TOILET

TOILET TOILET

KITCHEN

BED ROOM

LIVING ROOM

TOILETTOILET

KITCHEN

BED ROOM

LIVING ROOM

220

1

2 3

4

FIRE CAB.

LIFT

485

355

355

485

170

205

305360

540

360

540

485

360

480

350

225

370

350

560

320

475 205

190

200

190

170

200

170

240

170

240

330

350

530

260

250

170 240

190

240

190

240

215

KITCHEN

305

230

380350360380

400

390

690

910

510

PUMP Rm TELE.Rm

ELEC.ROOM

SHOP # 3SHOP # 2 SHOP # 4 SHOP # 5

SHOP # 1

155200

170

200

300

215

UP

120

120

WATCH MAN ROOM

295

TOILET

GROUND FLOOR PLANSCALE - 1 : 100

12023

0

230

120

240

190

260 190

180

200

A/W

A/W A/W

A/W

910

910

910

200

530

A A

P

A

S

S

A

G

E

120 120(for future)

GD1/FG LD

LD1

LD1

LD1

MD

D

DD

D D

FD

D1

D1

D1

D2

D2

D2 D2

D2

D1D1

D1

D1 D1

D1

D1

D1

D1

D2

V

V

V

V V

V

V

V

V

W

W

W W

W

W

W

W1

W2W2

W2 W2

167.50 150 167.50

105

150

100

65 100 140 140 100 65 167.50 150 167.50

100

150

100

9515

075

100

150

100

2512

040

10

8015

080

150

190 50

140

5070

245

355

185

880

990

B

B

185

160





220

TOILETPANTRYD2

V

D2

325

WW

W

9515

095

D2

740

100

11030

010

015

1516

515

1517

015

1547

5

172 15 15 168 45 15 15 125 95 15 15 205 15 15 115 110 15 15 50 163 15 15 173

475

1515

175

1515

165

1515

11015

1525

100

3515

8095

100

590

150110

1 2 3 4 6 7 8 9 10 11 125

A

C

D

F

G

H

J

I

K

E

B

10 410 85 315 50 210 120 120 260 315 75 420 10

240010

370

260

110

330

120

125

120

80

235

360

110

10

27

00

155

O

L

M

N

85

220

400

140

180

+30 CM LVL +30 CM LVL +30 CM LVL +30 CM LVL +30 CM LVL +30 CM LVL

+30 CM LVL

+30 CM LVL

+30 CM LVL

+150 CM LVL

+150 CM LVL

+7

5 C

M LV

L

GD1/FG GD1/FG GD1/FG GD1/FG

DESCRIPTION

PROTECTION ALUMINIUM GRILL & COLOUR APPROVED BY OWNER.

ALL ALUMINIUM WINDOWS SHOULD BE POWDER COATED REFLECTED GLASS WITHNOTE

SILL

SCHEDULE OF DOOR & WINDOWS

SIZETYPE

-----300 x 220MD1

ALUM. LOUVER DOUBLE LEAF HINGED DOOR.300 x 280LD -----

100W 150 x 120 ALUMINIUM GLAZED SLIDING WINDOW AS / ELEVATION

100W1 120 x 120

ALUMINIUM GLAZED HINGED WINDOW WITH FIXED GLASS & EXHAUST FAN

ALUMINIUM GLAZED DOUBLE LEAF HINGED DOOR & BOTH SIDE & TOP FIXED GLASS AS PER ELEVATION.SEE DETAILSGD/FG -----

110W2 100 x 70+ 40 ALUMINIUM GLAZED SLIDING WINDOW WITH 40cm H FIXED GLASS AS PER ELEVATION

ALUMINIUM GLAZED DOUBLE LEAF HINGED DOOR &

BOTH SIDE FIXED GLASS AS PER ELEVATION.

ALUM. LOUVER SINGLE LEAF HINGED DOOR.100 x 210LD1 -----

FD 100 x 210 SOLID CORE TEAK WOOD FIRE RESISTANT (2 HOURS) SINGLE LEAF DECOR DOOR-----

100 x 210D SOLID CORE TEAK WOOD FIRE RESISTANT (1HOURS) SINGLE LEAF DECOR DOOR

100 x 210D1 SOLID WOOD SINGLE LEAF DECORE DOOR .

80 x 210D2 SOLID WOOD SINGLE LEAF DOOR WITH FARAMIC COVERING.

-----

-----

-----

ALUMINIUM GLAZED SLIDING WINDOW AS / ELEVATION

V 50 x 40+30 160

7060

340

70

110

120

D2

120

6070

400

+30 CM LVL

TRANSFORMER ROOM

180

110

120

90

90 150 108

25

103 150 105

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TOWER FLOOR PLAN

1:100 04



REVISIONS

OWNER:

PLOT NO.


DRAWING TITILE :

ARCH. ENG.

SECTOR DISTRICT

Sami Abdel


Mohd.Yasith

DRAWN BY :

P.A.Rasooludheen

B-168

24/02/2016



1096


Al-Rawdha 2South

LIFT

UP

120

120

28

50

58

0

280

240

DN

190

180

TOWER FLOOR PLANSCALE - 1 : 100

A A

120

230

120

230

(for future)

B

B

D

120 120

SLOPE 1 : 90SLOPE 1 : 90

SLOPE 1 : 90 SLOPE 1 : 90

1 2 3 4 6 7 8 9 10 11 125

A

C

D

F

G

H

J

I

K

E

B

10 410 85 315 50 210 120 120 260 315 75 420 10

2400

10

370

260

110

330

120

125

120

80

235

360

110

10

27

00

155

O

L

M

N

85

220

DESCRIPTION



SILL


SIZETYPE

-----300 x 220MD1



100W1 120 x 120











-----

-----

-----


V 50 x 40+30 160

A/W A/W

A/W

A/W

260

180 240

190

630

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FRONT ELEVATION & SECTION@A-A & B-B

1:100 05



REVISIONS

OWNER:

PLOT NO.


DRAWING TITILE :

ARCH. ENG.

SECTOR DISTRICT

Sami Abdel


Mohd.Yasith

DRAWN BY :

P.A.Rasooludheen

B-168

24/02/2016



1096


Al-Rawdha 2South

FR0NT ELEVATIONSCALE - 1 : 100

3053

51

20

68

5

LEGEND

1 EPOXY PAINT - COLOUR 1 - EXTERNAL WALLS

FINISHING DETAILS

-2.5CM THICK PLASTERING DECORE WORK3

EPOXY PAINT - COLOUR 2( FOR PROJECTION & WINDOW FINS )2

POWDER COATED ALUMINIUM DECORE RAILING 4

GRANITE TREAD & RISERS5

DECORE STONE WORK6

38

0

WATCH MAN ROOMTOILET

10CM THICK P.C.C OVER 1000GUAGE POLYTHENE SHEET

CERAMIC TILES

COMPACTED EARTH FILLING

SECTION @ A-ASCALE - 1 : 100

CEMENT SAND SCREED LAID TO SLOPE

TORCH APPLIED BITUMAT POLYBOND -4mm THICK ON BITUMAN PRIMER

RCC SLAB AS PER STRUCTURAL DRAWING

WHITE CEMENT TILES

100 cm Alum. HandRail

TREAD : 30.00 cmRISER : 17.29 cm

535

21

03

25

12

0

SHOP # 4

P A S S A G E

CEMENT SAND SCREED LAID TO SLOPE

TORCH APPLIED BITUMAT POLYBOND -4mm THICK ON BITUMAN PRIMER

RCC SLAB AS PER STRUCTURAL DRAWING

WHITE CEMENT TILES

LIVING ROOM

305

35

12

0

10CM THICK P.C.C OVER 1000GUAGE POLYTHENE SHEET

CERAMIC TILES

COMPACTED EARTH FILLING SECTION @ B-BSCALE - 1 : 100

SCALE - 1 : 20

PARAPET DETAIL

BEAM AS/SCH.

SLAB AS/SCH.

12

0

10

02

0

35

10

10

10

0

8 8

20

41

5

15

0

15

0

FUTU

RE LI

FT

41

5

28

02

55

12

0

GATE LVL

PLINTH LVL (+30 )

G.F SLAB LVL (+565 )

PARAPET LVL (+1015 )

TOWER SLAB LVL (+915 )

30

53

53

50

10

0

10

15

GATE LVL

PLINTH LVL (+30 )




30

53

53

50

10

0

10

15

GATE LVL

PLINTH LVL (+30 )


30

53

51

20

68

5

PARAPET LVL (+685 )

ALUMINIUM ROOF (FOR FUTURE LIFT ROOM)

TEMPRORARY

GYPSUM DECORE WORK7

7

6

5

2

1

1

2

2

2

ALUMINIUM ROOF (FOR FUTURE LIFT ROOM)

TEMPRORARY

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30

53

51

20

68

5

RIGHT SIDE ELEVATIONSCALE - 1 : 100

REAR SIDE ELEVATIONSCALE - 1 : 100

LEFT SIDE ELEVATIONSCALE - 1 : 100

RIGHT ,LEFT & REAR SIDE ELEVATION

1:100 06



REVISIONS

OWNER:

PLOT NO.


DRAWING TITILE :

ARCH. ENG.

SECTOR DISTRICT

Sami Abdel


Mohd.Yasith

DRAWN BY :

P.A.Rasooludheen

B-168

24/02/2016



1096


Al-Rawdha 2South

1

11

1

1

1

1

7

7

3

3

3

4

55

5

2

2

2

2

2

2

2

2

GATE LVL

PLINTH LVL (+30 )




15

04

15

35

01

00

10

15

GATE LVL

PLINTH LVL (+30 )




15

04

15

35

01

00

10

15

GATE LVL

PLINTH LVL (+30 )




15

04

15

35

01

00

10

15

100

100110

100

LEGEND

1 EPOXY PAINT - COLOUR 1 - EXTERNAL WALLS

FINISHING DETAILS

-2.5CM THICK PLASTERING DECORE WORK3

EPOXY PAINT - COLOUR 2( FOR PROJECTION & WINDOW FINS )2

POWDER COATED ALUMINIUM DECORE RAILING 4

GRANITE TREAD & RISERS5

DECORE STONE WORK6

GYPSUM DECORE WORK7

Emirates Auction AC

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Emirates Auction AC

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DOOR & WINDOW SCHEDULES

1:100 07



REVISIONS

OWNER:

PLOT NO.


DRAWING TITILE :

ARCH. ENG.

SECTOR DISTRICT

Sami Abdel


Mohd.Yasith

DRAWN BY :

P.A.Rasooludheen

B-168

24/02/2016



1096


Al-Rawdha 2South

300

210

100

210

100

DOOR " D" DOOR " D1"

210

100

FIRE DOOR " FD"LOUVER DOOR " LD1 "

LOUVER DOOR " LD "GLAZED DOOR " GD/FG "MAIN DOOR " MD "

16

070

VENTILATOR " V"

50

22

0

60 180 60

300

28

0

210

100

10

0120

150

10

0120

120

11

07

040

100

WINDOW " W " WINDOW " W1 " WINDOW " W2 "

DESCRIPTION



SILL


SIZETYPE

-----300 x 220MD1



100W1 120 x 120











-----

-----

-----

210

80

DOOR " D2"


V 50 x 40+30 160

40

30

F.F.L

F.F.L

F.F.L

22

06

0

300

60 180 60

10

06

0

300

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COLUMN AXIS LAYOUT

1:100 08



REVISIONS

OWNER:

PLOT NO.


DRAWING TITILE :

ARCH. ENG.

SECTOR DISTRICT

Sami Abdel


Mohd.Yasith

DRAWN BY :

P.A.Rasooludheen

B-168

24/02/2016



1096


Al-Rawdha 2South

1 2 3 4 6 7 8 9 10 11 125

A

C

D

F

G

H

J

I

K

E

B

10 410 85 315 50 210 120 120 260 315 75 420 10

2400

10

370

260

110

330

120

125

120

80

235

360

110

10

27

00

COLUMN AXIS LAYOUTSCALE - 1 : 100

155

O

L

40

C1C2 C2 C4 6

0

C2 50

50

12.50

50

10

C2 C1 40

10

50

C2 C6

15

C630 70

C6

12.50

C6

80

15

C6

80

C2

50

N.C

10

10 C2

50

10

C2

50

10

50

C2

60

15

C5

15

C3 50

70

15

C670C7*C7 70

30

C6 70

C7

70

C7*

70

20C5 15

C3

50

40

15

C7C8

90

10

C645

C630

25

C7

60

15

10

10 N.CC5

60

1560

10

C5C6

70

C560 N.C

10

10

C1

40

15 C520

C2

50

10

60

10 C3 N.C

10

10

C6

70

15 C5

60

15

C5

15

60

C5

60

15

65

10C5

C515

60

190

18

0

C1*M

10

50

C2

25

10C2

60

10

C3C2*

C2

30

60

25

55

10

N

20

50

20

15

101010

15

50

106

51

5

15

10

10

10

15

5 30

15

15

10

15 10

15

15

10

70

15

15

15

10

15 20

10

30

20

15

10

50

1010 210

10 10

10

LEGGS

SCHEDULE OF COLUMNS

SIZE STEEL

C1

C3

TYPE STIRRUPS

C2

NC

T 8 mm @ 20 cm c / c16 T 16

REMARKS

20 x 20 4 T 16 T 8 mm @ 20 cm c / c 2 LEGGED

C5

25 x 60 6 LEGGED

C4

UP TO TIE BEAM LVL.

C6



6 LEGGEDT 8 mm @ 20 cm c / c14 T 1625 x 70



25

90

6 LEGGED COLUMN " C8 "SCALE: - 1 : 20

20 T 16

STIR

RU

PS

Y 8

@2

0 c

m c

/ c

STIRRUPS

4 T 16

Y 8 @20 cm c / c20

20

2 LEGGED COLUMN " N.C "Up to Tie Beam Lvl

T 8

mm

@ 2

0 c

m c

/ c

50

20

10 T 16

COLUMN " C1 "SCALE 1 : 20

4 LEGGED

STIR

RU

PS

STIR

RU

PS

14 T 16

Y 8

@2

0 c

m c

/ c

20

60

6 LEGGED COLUMN " C2 "SCALE 1 : 20

70

25 6 LEGGED

COLUMN " C4 "

14 T 16

SCALE: - 1 : 20

STIR

RU

PS

Y 8

@2

0 c

m c

/ c

733

77340

25

35

-----------

-----------

-----------

-----------

-----------

-----------

C76 LEGGEDT 8 mm @ 20 cm c / c20 T 1630 x 80 Foundation To G.F.Slab

C8 6 LEGGEDT 8 mm @ 20 cm c / c20 T 1625 x 90 -----------

STIR

RU

PS

16 T 16

Y 8

@2

0 c

m c

/ c

25

60

6 LEGGED COLUMN " C3 "SCALE 1 : 20

70

25 6 LEGGED

COLUMN " C5 "

16 T 16

SCALE: - 1 : 20

STIR

RU

PS

Y 8

@2

0 c

m c

/ c

20 T 1625

80

6 LEGGED

STIR

RU

PS

Y 8

@2

0 c

m c

/ c

COLUMN " C6 "SCALE: - 1 : 20

20 T 1630

80

6 LEGGED

STIR

RU

PS

Y 8

@2

0 c

m c

/ c

COLUMN " C7 "Foundation To G.F.Slab

6 LEGGEDT 8 mm @ 20 cm c / c20 T 1625 x 80 G.F.Slab To Roof Slab

20 T 1625

80

6 LEGGED

STIR

RU

PS

Y 8

@2

0 c

m c

/ c

COLUMN " C7 " G.F.Slab To Roof Slab

SCALE: - 1 : 20 SCALE: - 1 : 20

Fcu = 400 Kg/Cm2

NOTES :

Fy = 4600 Kg/Cm2

SCALE: - 1 : 2085

220

UN

DER

GR

OU

ND

WA

TER

TA

NK

TO

TA

L 8,0

00

GA

LS C

AP

AC

ITY

30

00

GA

LS F

OR

FIR

E U

SE

50

00

GA

LS F

OR

DO

MESTIC

USE

NOTE:-

INDICATING COLUMN UP TO GROUND FLOOR SLAB LVL *

N.C 165

10 10

0

90

10N.C

10

Emirates Auction AC

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FOUNDATION LAYOUT

1:100 09



REVISIONS

OWNER:

PLOT NO.


DRAWING TITILE :

ARCH. ENG.

SECTOR DISTRICT

Sami Abdel


Mohd.Yasith

DRAWN BY :

P.A.Rasooludheen

B-168

24/02/2016



1096


Al-Rawdha 2South

BOTH WAYS

T 16 @ 10 CM C/C

150

150

150 150

300

'B' EXTRA AT BOTTOMSCALE 1:50

150

150

'C' EXTRA AT BOTTOMSCALE 1:50

15

01

50

150 150

30

0

BOTH WAYS

T 16 @ 15 CM C/C

BOTH WAYS

T 16 @ 20 CM C/C

150

150

150 150

300

'A' EXTRA AT BOTTOMSCALE 1:50

Fcu = 400 Kg/Cm2

NOTES :

Fy = 4600 Kg/Cm2

1 2 3 4 6 7 8 9 10 11 125

A

C

D

F

G

H

J

I

K

E

B

10 410 85 315 50 210 120 120 260 315 75 420 10

2400

10

370

260

110

330

120

125

120

80

235

360

110

10

27

00

RAFT FOUNDATION LAYOUTSCALE - 1 : 100

155

O

L

C1C2 C2

C4C2 C2 C1

C2 C6

C6

C6

C6

80

15

C6C2

N.C

10

10 C2

C2

C2

C5

C3

C6C7*C7C6

C7C7*

C5

C3

C7C8

C6 C6 C7

N.CC5

C5C6C5 N.C

C1 C5

C2

C3 N.C

C6 C5

C5C5

C5

C5

C1*M

C2

C2 C3C2*

C2

N

534881 865

1141767 864 538

896

866

733

773

773

434

756

1026

9501598

1504 1193

1440

964

320 405

914 1979 2036

2005

187018551039

829

538

1135

184 166

462

1845

1413

1870118 1613 1724 133

1452

18101496

17691978 1486

1415

770

131618881260

472

50

150

150

AA

B A

1598

C

CC

B

B

C A

C B

A

C

B

B A

A

B

Y 16 @15 CM c/c B/W BOTTOM45 cm THICK RAFT

Y 16 @20 CM c/c B/W TOP

85

220

NOTES :

* STRUCTURE DESIGNED FOR GROUND+2 ONLY

* EXCAVATION AS PER SOIL INVESTIGATION REPORT

* PROVIDED SOLID BLOCK WORK BELOW TIEBEAM LVL-

UNDER ALL INTERNAL & EXTERNAL WALLS.BOTTOM STEEL :-

LEGEND

TOP STEEL :-

ALL COLUMN LOADS ARE ULTIMATE LOAD IN KNS.

2T16

2T16

2T16

2T16

NOTE:-

INDICATING COLUMN UP TO GROUND FLOOR SLAB LVL *

190

18

0

300

30

0

300

30

0

300

30

0

300

30

0300

30

0

280

30

0

280

30

0

300

30

0

300

30

0

300

30

0

55 cm THICK

55 cm THICK

55 cm THICK 55 cm THICK

55 cm THICK

55 cm THICK

55 cm THICK

55 cm THICK

55 cm THICK 55 cm THICK

15

0

150

15

0

150

N.C

166

N.C

184

150

UN

DER

GR

OU

ND

WA

TER

TA

NK

TO

TA

L 8,0

00

GA

LS C

AP

AC

ITY

30

00

GA

LS F

OR

FIR

E U

SE

50

00

GA

LS F

OR

DO

MESTIC

USE

20

20

20

25

25

16

0

210

AS/

SCH

FLOOR LVL

N.T.S

COL.

AS PER SCH.

(INTER LOCK LVL)

45 RAFT

10

TYPICAL DETAIL OF RAFT(TO AT LEAST 98% OF M.D.D )WELL COMPACTED SUB GRADE

AS /

SIT

E CO

NDIT

ION

25 CM THICK WELL

COMPACTED ROAD BASE ( 3 LAYERS )

NGL

FINISHED

1000 GUAGE

POLYTHENE SHEET

10 CM THICK P.C.C.

2525

260

130

25

300

30

0

55 cm THICK

TOP EXTRA(TYP) T12@15CM BOTHWAYS

2700

2900

Emirates Auction AC

Textbox

Emirates Auction AC

Textbox

Emirates Auction AC

Textbox

Emirates Auction AC

Textbox

LIFT STEEL & RAFT DETAIL

1:50 10



REVISIONS

OWNER:

PLOT NO.


DRAWING TITILE :

ARCH. ENG.

SECTOR DISTRICT

Sami Abdel


Mohd.Yasith

DRAWN BY :

P.A.Rasooludheen

B-168

24/02/2016



1096


Al-Rawdha 2South

FREE FROM IMPURITIES & OTHER INJURIOUS COMPOUNDS.

13. WATER BEING USED FOR CONSTRUCTION SHALL BE DRINKING WATER

12. USE WASHED AND CRUSHED AGGREGATES FOR CONSTRUCTION

10 . USE WATER PROOF PLY FOR FORM WORK.

9. STRUCTURE IS DESIGNED FOR GROUND +2 ONLY

FACTORY AVERAGE COMPRESSIVE STRENGTH OF SOLD BLOCK SHALL BE

8. ALL CEMENT CONCRETE BLOCKS SHALL BE FROM AUTOMATIC BLOCK

7. ALL CEMENT USED SHALL BE SHARJAH/RAK. MAKE.

6. ALL RE-INFORCEMENT SHALL BE QATAR ORIGIN HAVING A MINIMUM

RESISTING PORTLAND CEMENT

5. ALL BURIED CONCRETE MIXES SHALL BE DONE USING SULFATE

4. PLAIN CEMENT CONCRETE SHALL HAVE A MINIMUM 28 DAYS CUBE

3. UNLESS OTHER SPECIFIED REINFORCED CONCRETE SHALL HAVE A MINIMUM

CONSISTENCY AND MECHANICALLY VIBRATED TO THE MAXIMUM DENSITY

2. CONCRETE SHALL BE PREMIXED/MACHINE MIXED TO THE PROPER

1. CONCRETE MIX SHALL BE AS PER C 8110 -85

STRUCTURAL GENERAL NOTES

NOTES ABOUT SOIL REPORT:-

REF- CST 2015-0015

CONSULT SOIL TESTING LAB

DATE: 18/10/2015

From reading of the boreholes log and other data, shallow foundation ( isolated

footings with tie beams and/ or strip footing & Raft ) foundations are suitable to be

used in this project.

1.

Topsoil at the existing ground surface should be removed and excavated to a depth of

2.60m below the Existing Ground Floor Level.

2.

Place three (3)Layer of selected granular backfill materials (Road Base) 25cm thick

each to each the required foundation level.The layerb shall be compacted by heavy

vibratory roller to a degree of compaction not less than 98% of the maximum dry

density as obtained by modified proctor compaction test (ASTM D 1557-98)

4.

Shallow foundation can be placed on engineered fill. (i.e., Approximately -1.85m

below the existing ground surface level.

5.

The foundation settlement related to these values of pressure is less than the

tolerable limits of 1 inch (25mm) for the isolated and 2 inch (50mm) for Raft

foundation.

Adequate cover of backfill (minimum 0.5m) shall be provided above the top of the

foundation to protect the foundations ground from erosion and seasonal weather

variation

6.

ALLOWABLE BEARING CAPACITY FOR ISOLATED/ STRIP FOOTINGS

Width Of Footing Allowable Bearing Pressure Modulus Of Sub-grade

Up to 2.00m

Up to 3.00m

Up to 4.00m

Raft

FOUNDATIONAS /SCHEDULE

Y10@20cm c/c

Y12@15cm c/c

SECTION "Z-Z"

TO

RO

OF

FIRST FL.SLAB AS/PLAN

Y12@15cm c/c

Y10@20cm c/c

AS/

SCH

FLOOR LVL

N.T.S

COL.

AS PER SCH.

(INTER LOCK LVL)

45 RAFT

10

TYPICAL DETAIL OF RAFT(TO AT LEAST 98% OF M.D.D )WELL COMPACTED SUB GRADE

AS /

SIT

E CO

NDIT

ION

25 CM THICK WELL

COMPACTED ROAD BASE

( 3 LAYERS )

NGL

FINISHED

1000 GUAGE POLYTHENE SHEET

10 CM THICK P.C.C.

2525

Fcu = 400 Kg/Cm2

NOTES :

Fy = 4600 Kg/Cm2

260

130

DETAIL OF LIFT SHEAR WALLSCALE= 1:20

Y12@15cm c/c

10-T 16 (typ)

Y12@15cm C/C

8-T 16 (typ)

10-T 16 (typ)

8-T 16 (typ)

Y10@15cm C/C

190

18

0

Y10@15cm c/c

8T 20cm c/c(typ)

stirrups

ZZ

25

Compact using heavy rollers, the soil at the bottom of excavation at level of -2060m

below the existing ground surface level,to at least 95% of its maximum dry density at

its optimum moisture content obtained from Modified Proctor Compaction Test .The

foundation depth may vary according to architectural requirement.

3.

Emirates Auction AC

Textbox

Emirates Auction AC

Textbox

Emirates Auction AC

Textbox

Emirates Auction AC

Textbox

TIE BEAM LAYOUT

1:100 11



REVISIONS

OWNER:

PLOT NO.


DRAWING TITILE :

ARCH. ENG.

SECTOR DISTRICT

Sami Abdel


Mohd.Yasith

DRAWN BY :

P.A.Rasooludheen

B-168

24/02/2016



1096


Al-Rawdha 2SouthEXTRA BARSTRAIGHT CURTAIL STRAIGHT

2 T 16

2 T 16

2 T 16

TB2

TB3

TB1

20 x 50 2 T 16

20 x 50

20 x 40 2 T 16 -------- T 8 mm @ 20 cm c / c---------

SCHEDULE OF TIE BEAMS

TYPEBOTTOM STEEL

SIZE STIRRUPSTOP STEEL FACE

T 8 mm @ 20 cm c / c

T 8 mm @ 20 cm c / c3 T 16

2 T 16TB4 20 x 50 3 T 16 T 8 mm @ 20 cm c / c

2 T 12

2 T 12

2 T 12

--------

-------- 2 T 16

--------

2 T 12

20

SOLID BLOCK

1010

SECTION @ S-SSCALE 1 : 50

20

GATE LVL

HOLLOW BLOCKGUAGE POLYTHENE SHEET

CERAMIC TILES

COMPACTED EARTH FILLING

10CM THICK P.C.C OVER 1000

+ 30 cm LVL

30

TIE BEAM AS/SCHED.

A- 142 MESH

20 cm THICK WELL COMPACTED

ROAD BASE.

5 T 12

T 12 mm @ 20 cm c / c

10 cm THICK PCC

4 T 12

T 8 mm @ 20 cm c / c10 cm / 20 cm THICKHOLLOW BLOCK WALL

F.F.L.

(20 x 20) COPING BEAM

20 cm THICK SOLID

BLOCK WALL

N.G.L.

VARI

ED

T 12 mm @ 20 cm c / c

5 T 12

COLD BITUMEN

201000 GUAGEPOLYTHENE SHEET

STRAP FOUNDATION

1010 10

2 COATS OF

20 cm THICK WELL COMPACTEDROAD BASE.

2510 10

SCALE 1 : 20

TYP. DETAIL OF SOLID BLOCK WALL 20/10 cm

130

20

10 cm THICK PCC

AS /

DRA

WIN

G

GATE LEVEL

10 cm THICKNESS P C C WITH

BRC MESH 6mm OVER OF POLYTHENE

SHEET 1000 GAUGE.

25

2 T 16TB5 20 x 60 3 T 16 T 8 mm @ 20 cm c / c2 T 12-------- 1 T 16

2 T 16TB6 20 x 60 3 T 16 T 8 mm @ 20 cm c / c2 T 12-------- 2 T 16

---------

1 T 16

TIE BEAM LAYOUTSCALE - 1 : 100

1 2 3 4 6 7 8 9 10 11 125

A

C

D

F

G

H

J

I

K

E

B

10 410 85 315 50 210 120 120 260 315 75 420 10

2400

10

370

260

110

330

120

125

120

80

235

360

110

10

27

00

155

O

L

M

N

85

220

NOTE:-

' SB ' INDICATING 20CM SOLID BLOCK .

- INDICATING TIEBEAM IS +30 CM LEVEL

ALL TIEBEAMS ARE +150 CM LEVEL

FLOOR LEVELS WILL BE ADJUSTED BY BLOCK WALL ** *Fcu = 400 Kg/Cm2

NOTES :

Fy = 4600 Kg/Cm2

SB

SB

SB

SB

SB

SB

SBSB

SBSB

SB SB

s

s

TB3** TB3** TB3** TB3** TB3** TB3**

TB6

TB6**

TB1**

TB1

TB4

TB4

TB4

TB1 TB1

TB1**

TB1**TB1**

TB1**

TB1**

TB7TB1

TB1 TB1TB1

TB7

TB6SB

SB

TB4**

TB4**

TB4**

TB4**

TB4**

TB4

TB6**

TB6**

TB6

TB6**

TB6**

TB6**TB2**

TB2**

TB4**

TB4**

TB4**

TB4**

TB4

TB4

TB4

TB4TB6

TB6

TB7

TB6

TB2 TB2

TB6

TB6

TB3

TB1 TB1

TB1TB3

TB3

SB SB

TB5

TB5 TB5 TB5

TB2

TB6

TB4

TB2

TB4

TB4TB6TB6TB6TB6

TB3 TB3

TB3

TB3

TB2

TB2

TB2

TB6

TB6 TB6

TB6

TB6 TB3

TB4

TB3

TB3TB1

TB1

TB6

TB2

TB6

TB5 TB5

TB6

TB1

TB2

TB5

TB5

3 T 16TB7 20 x 60 3 T 16 T 8 mm @ 20 cm c / c2 T 12-------- --------

TB3

SB

SB

TB6

TB3

UN

DER

GR

OU

ND

WA

TER

TA

NK

TO

TA

L 8,0

00

GA

LS C

AP

AC

ITY

30

00

GA

LS F

OR

FIR

E U

SE

50

00

GA

LS F

OR

DO

MESTIC

USE

TB6

25

150

15

149

10

Emirates Auction AC

Textbox

Emirates Auction AC

Textbox

GROUND FLOOR COVERING SLAB & BEAM LAYOUT

1:100 12



REVISIONS

OWNER:

PLOT NO.


DRAWING TITILE :

ARCH. ENG.

SECTOR DISTRICT

Sami Abdel


Mohd.Yasith

DRAWN BY :

P.A.Rasooludheen

B-168

24/02/2016



1096


Al-Rawdha 2South

SCALE - 1 : 20

PARAPET DETAIL @ X-X

BEAM AS/SCH.

SLAB AS/SCH.

120

100

20

35

1010

100

8 8

20

10 T 7 NO'S

T 8@ 20 cm c/c

B1B1

B2 B2B1

B1

B5

B6

B6

B7 B7 B7 B7 B7 B7

B5

B5

B5

B5

B5

B5

B5

B5

B5

B5

B5

B3

B3

B1

B3

GROUND FLOOR COVERING SLAB & BEAM LAYOUTSCALE - 1 : 100

TOP & BOTTOM Y 12 @20 CM c/c B/W

25 cm THICK SLAB

G

F

G

A F

B

C

A

A

B

GFAGF

G

G G

F G

G

F

F F C

E

F

G

STST

B1

F

CB1 CB1

FC FC

Y 12 @ 15 CM c/c

L= 3.0 M

B4 B4

Y 12 @ 15 CM c/c

L= 3.0 M

100100

B1

B1

B3

Y 1

2 @

20 C

M c

/c

L=

4.0

M

4 T 16T & B

4 T 16T & B

4 T 16T & B

6575

Y 1

6 @

20 C

M c

/c

L=

3.8

M380

150

150

150 150490Y

16 @

20 C

M c

/c

L=

3.5

0 M

350

150

150500

Y 1

2 @

15 C

M c

/c

L=

3.6

M360

100

100

Y 1

6 @

20 C

M c

/c

L=

3.0

M770

100

100

Y 1

6 @

20 C

M c

/c

L=

3.0

M 300

150

Y 1

6 @

20 C

M c

/c

L=

1.7

M

170

100

150

Y 1

6 @

20 C

M c

/c

L=

3.0

M 300

150

LIFT(for future)

4 T 16T & B

Y 12 @ 15 CM c/c

L= 2.0 M200

720

50

1 2 3 4 6 7 8 9 10 11 125

A

C

D

F

G

H

J

I

K

E

B

10 410 85 315 50 210 120 120 260 315 75 420 10

240010

370

260

110

330

120

125

120

80

235

360

110

10

270

0

155

O

L

M

N

85

220

XX

XX

DETAIL OF MAIN STEEL FOR FLAT SLABN.T.S

25

T 12 mm @ 20 cm c / c

T 12 mm @ 20 cm c / c

FLOOR FINISH15

BOTTOM STEEL :-

LEGEND

TOP STEEL :-

STIRRUPS

T 8 mm @ 20 cm c / c20 x 50

SIZE

SCHEDULE OF BEAM

20 x 50

TYPE

B1

B2

FACEBOTTOM STEEL TOP STEEL

STRAIGHT

2 T 16

CURTAIL

--------

STRAIGHT

2 T 16

EXTRA BARREMARKS

2 LEGGED

2 LEGGEDT 8 mm @ 20 cm c / c2 T 162 T 16 2 T 16

T 8 mm @ 20 cm c / c20 x 60B3 3 T 163 T 16 2 LEGGED

2 T 12

2 T 12

T 8 mm @ 20 cm c / c20 x 60B4 2 T 163 T 16 2 LEGGED

T 8 mm @ 20 cm c / c20 x 50B5 2 T 163 T 16 2 LEGGED------- 2 T 12

2 T 12

2 T 12

--------

--------

-------- --------

-------- 2 T 16

T 8 mm @ 20 cm c / c20 x 50CB1 4 T 162 T 16 2 LEGGED------- 2 T 12

T 8 mm @ 20 cm c / c20 x 50B6 2 T 164 T 16 2 LEGGED------- 2 T 12

T 10 mm @ 15 cm c / c80 x 70B7 12 T 1616 T 16 4 LEGGED------- 4 T 12--------

2 T 16

2 T 16

Fcu = 400 Kg/Cm2

NOTES :

Fy = 4600 Kg/Cm2

SCHEDULE OF STAIR WAIST SLAB

LONG SPANIN cm

THICK.TYPE

SHORT SPAN

STEELREMARKS

ST 22 cm T 12 mm @ 15 cm c / cT 16 mm @ 10 cm c / c

STAIR WAIST SLABTOP & BOTTOM STEEL

--------

NOTE:-

X- INDICATING COLUMN STOPPED UP TO GROUND FLOOR SLAB LVL

Y 1

2 @

20 C

M c

/c

L=

4.0

M

400

Y 1

2 @

20 C

M c

/c

L=

4.0

M

400

100

100

100 100

H

H H

H H

340

Y 1

6 @

20 C

M c

/c

L=

4 M

70

70

H

H

XX

YY

SCALE - 1 : 20

PARAPET DETAIL @ Y-Y

BEAM AS/SCH.

SLAB AS/SCH.

120

100

20

35

1010

100

8 8

20

8 mm STIRRUPS @ 15 cm C/CTIE WITH EXTERNAL COLUMNSAT ROOF WITH PARAPET WALL.

PHERIFEVAL COLUMN @ ROOF

B4

B4

400

EE

18 T 1620

80

6 LEGGED

STIR

RU

PS

Y 8

@2

0 c

m c

/ c

COLUMN " FC "SCALE: - 1 : 20

Emirates Auction AC

Textbox

Emirates Auction AC

Textbox

B2

B2

B1

B1

TOWER SLAB & BEAM LAYOUTSCALE - 1 : 100

TO

P &

BO

TTO

M

Y 1

2 @

20 C

M c

/c

B/W

22

cm

TH

ICK

SLA

B

TOWER SLAB & EXTRA DETAILS

1:100 13



REVISIONS

OWNER:

PLOT NO.


DRAWING TITILE :

ARCH. ENG.

SECTOR DISTRICT

Sami Abdel


Mohd.Yasith

DRAWN BY :

P.A.Rasooludheen

B-168

24/02/2016



1096


Al-Rawdha 2South

T 16 @ 15 CM C/C @ TOP

15

01

50

150150

'A' EXTRA AT TOPSCALE :- 1 : 50

BOTH WAYS

T 25 @ 10 CM C/C @ TOP

15

01

50

150150'B' EXTRA AT TOP

BOTH WAYS

SCALE :- 1 : 50

T 16 @ 10 CM C/C @ TOP

15

01

50

150150'C' EXTRA AT TOP

BOTH WAYS

SCALE :- 1 : 50

T 16 @ 20 CM C/C @ TOP

15

01

50

150150

'D' EXTRA AT TOP

ONE WAY

SCALE :- 1 : 50

T 16 @ 20 CM C/C @ TOP

15

01

50

150150

'E' EXTRA AT TOP

BOTH WAYS

SCALE :- 1 : 50

T 16 @ 15 CM C/C @ TOP

15

01

50

150150

'F' EXTRA AT TOPSCALE :- 1 : 50

BOTH WAYS

T 20 @ 10 CM C/C @ TOP

15

01

50

150150'G' EXTRA AT TOP

BOTH WAYS

SCALE :- 1 : 50

STIRRUPS

T 8 mm @ 20 cm c / c20 x 50

SIZE

SCHEDULE OF BEAM

20 x 60

TYPE

B1

B2

FACEBOTTOM STEEL TOP STEEL

STRAIGHT

2 T 16

CURTAIL

--------

STRAIGHT

2 T 16

EXTRA BARREMARKS

2 LEGGED

2 LEGGEDT 8 mm @ 20 cm c / c3 T 163 T 16 2 T 12

2 T 12--------

--------

Fcu = 400 Kg/Cm2

NOTES :

Fy = 4600 Kg/Cm2

DETAIL OF MAIN STEEL FOR FLAT SLABN.T.S

22

T 12 mm @ 20 cm c / c

T 12 mm @ 20 cm c / c

--------

T 12 @ 20 CM C/C @ TOP

15

01

50

150150

'H' EXTRA AT TOP

BOTH WAYS

SCALE :- 1 : 50

280

580

Emirates Auction AC

Textbox

Emirates Auction AC

Textbox

UNDER GROUND WATER TANK DETAILS

1:100 14



REVISIONS

OWNER:

PLOT NO.


DRAWING TITILE :

ARCH. ENG.

SECTOR DISTRICT

Sami Abdel


Mohd.Yasith

DRAWN BY :

P.A.Rasooludheen

B-168

24/02/2016



1096


Al-Rawdha 2South

1) - WATER PROOF SHOULD BE APPLIED FOR THE WATER TANK.

NOTE:-

OF ITS OPENING DIMENSION.2) - OPENING STEEL LENGTH SHOULD BE TWICE-

( BOTH WAYS )

Y 16 @ 15 CM T/BFINISHED FLOOR LVL

10

Y 12 @ 12 CM C/C T& B

INTER LOCK LVL /

POLYTHENE SHEET

10cm THICK P.C.C

N.T.S

SECTION 'Q-Q'

HEAVY DUTY MANHOLE ( TYPICAL )

WATER TIGHT 60 cm X 60 cm

+ 1000 G POLYTHENE

2 COAT HOT BITMIN

INTERNAL SIDE OF THE TANK SHALL BE WATER PROOFED

WITH NITO PROOF AND FINISHED WITH CERAMIC TILES

15

Y 16 @ 15 CM T/B

100

20

( BOTH WAYS )

T 16 @ 15CM C/C

T 16 @ 15CM C/C

1000 GUAGE

25

FREE BOARD LVL.

CJ-0725-3K

HYDROTITE

10

20

140

25

AS / SCHEDULE

WELL COMPACTED SUB GRADE

(to at least 95% of m.d.d )

25

RAFT 45

10

25

Y 16 @ 15 CM T/B

( BOTH WAYS )( BOTH WAYS )

Y 16 @ 15 CM T/B

First Pour

Second Pour

NOTES

PLAN OF UNDER GROUND WATER TANK

SCALE 1:50 SCALE 1:50

ROOF LAYOUT OF UNDER GROUND WATER TANK

180

890

360 60 345870

214

220

51

395

320

595

60

UNDER GROUND WATER TANKTOTAL 8,000 GALS CAPACITY

3000 GALS FOR FIRE USE5000 GALS FOR DOMESTIC USE

20

QQ

180

890

360 60 345

870

214

220

51

395

320

595

60

20

QQ

( TYP. )

4T16 Tx B

25 cm THICK SLABY16@15CM c/c BOTHWAYS T&B

725830

174

191

630

25

260cm

LV

L

(-175cm lvl )

(-130cm lvl )

(+20cm lvl )

(+30cm lvl )

(-5cm lvl )

(-105cm lvl )

(-260cm lvl )

Emirates Auction AC

Textbox

Emirates Auction AC

Textbox

STAIR CASE DETAILS

1:100 15



REVISIONS

OWNER:

PLOT NO.


DRAWING TITILE :

ARCH. ENG.

SECTOR DISTRICT

Sami Abdel


Mohd.Yasith

DRAWN BY :

P.A.Rasooludheen

B-168

24/02/2016



1096


Al-Rawdha 2South

LANDING BEAM AS / SHEDULE

17

.29

T 12 @ 15 cm c/c

T 16 @ 10 cm c/c

THK. AS PER SHEDULE

30

TIE BEAM AS PER SHEDULE

T 8 mm ( TYP )

T 8 @ 20 cm c/c1

7.2

9

30

FIRST FLOOR LVL

LANDING LVL

LANDING LVL

G.F LVL

T 8 mm ( TYP )

T 8 @ 20 cm c/c

STAIR CASE DETAIL OF FIRST FLIGHTN.T.S

STAIR CASE DETAIL OF SECOND FLIGHT(TYPICAL)N.T.S

T 16 @ 10 cm c/c

T 12 @ 15 cm c/c

22

22

TREAD - 30. 00 cmRISER - 17.29 cm

Fcu = 400 Kg/Cm2

NOTES :

Fy = 4600 Kg/Cm2

Emirates Auction AC

Textbox

Emirates Auction AC

Textbox

PUMP ROOM

TELE.ROOM


R O A D

P L O TP

L

O

T

P L O

T

300 2400 300

3000 cm3

00

0 c

m

30

02

70

0

15

0

LOCATION PLANN.T.S

1096

1094

R O A D

1093

1092

1098

10991095

64

0GENERATOR ROOM

Under Ground Water TankTotal 6,000 Gals Capacity3000 Gals For Fire Use

3000 Gals For Domestic Use

2"

Pip

e

WATER M.H

60X60X80 CM

FEWA MAIN CONECTION

SETTING OUT PLAN FOR WATER SUPPLYSCALE - 1 : 100

SETTING OUT PLAN FOR WATER SUPPLY

1:100 24



REVISIONS

OWNER:

PLOT NO.


DRAWING TITILE :

ARCH. ENG.

SECTOR DISTRICT

Sami Abdel


Mohd.Yasith

DRAWN BY :

P.A.Rasooludheen

B-168

24/02/2016



1096


Al-Rawdha 2South

400

ELEC.ROOM

155

200

LD1220

TOILETPANTRYD2

V

Emirates Auction AC

Textbox

Emirates Auction AC

Textbox

GROUND FLOOR SANITARY LAYOUT PLAN

1:100 16



REVISIONS

OWNER:

PLOT NO.


DRAWING TITILE :

ARCH. ENG.

SECTOR DISTRICT

Sami Abdel


Mohd.Yasith

DRAWN BY :

P.A.Rasooludheen

B-168

24/02/2016



1096


Al-Rawdha 2South

SANITARY LEGEND

SYMBOL

EXHAUST FAN

DESCRIPTION

COOKING RANGE

SINK

WATER HEATER

W.C. ( COMMODE )

MAN HOLE

WATER CLOSET

BIDET

HAND WASH BASSOON

BATH TUB

GULLY TRAP

FLOOR TRAP

WASHING MACHINE

SHOWER TRAY

SOIL PIPE ( S.P - 4" )

WAST PIPE ( W.P - 3" )

VENT PIPE ( W.P - 3" )

H

FT

BED ROOM

BED ROOM

LIVING ROOM

TOILET

TOILET

BED ROOM

BED ROOM

LIVING ROOM

KITCHEN

TOILET TOILET

TOILETTOILET

KITCHEN

BED ROOM

LIVING ROOM

TOILETTOILET

KITCHEN

BED ROOM

LIVING ROOM

FIRE CAB.

LIFT

KITCHEN

PUMP Rm TELE.Rm

ELEC.ROOM


TRANSFORMER ROOM

SHOP # 1

UP

WATCH MAN ROOM

TOILET

A/W A/W

A/W

P

A

S

S

A

G

E

(for future)

TOILETPANTRY

FT

SLOPE - 1:60

15CM UPVC PIPE

SLOPE - 1:60

15CM UPVC PIPE

SLOPE - 1:60

15CM UPVC PIPE

SLOPE - 1:60

15CM UPVC PIPE

SLOPE - 1:60

15CM UPVC PIPE

SLOPE - 1:60

15CM UPVC PIPE

SEPTIC No # 6

TANK

SW.

SLOPE - 1:60

15CM UPVC PIPE

SLOPE - 1:60

15CM UPVC PIPE

SLOPE - 1:60

15CM UPVC PIPE

FT

FT

FT

FT

FT

FT

FT FT

FT FT

FT

FT

FT

FT

GROUND FLOOR SANITARY LAYOUT PLANSCALE - 1:100

A/W

120

90

SLOPE - 1:60

15CM UPVC PIPE

SLOPE - 1:60

15CM UPVC PIPE

Emirates Auction AC

Textbox

Emirates Auction AC

Textbox

Pum

p R

m

MM

MM

M3

03

03

03

0

WATER METER ROOM DETAIL

WATER METER ON WALL ( GROUND FLOOR ).

( FLAT # 01 to 04 & W. MAN RM)

All water supply pipes

should be concealed in wall

GROUND FLOOR WATER SUPPLY LAYOUT PLAN

1:100 17



REVISIONS

OWNER:

PLOT NO.


DRAWING TITILE :

ARCH. ENG.

SECTOR DISTRICT

Sami Abdel


Mohd.Yasith

DRAWN BY :

P.A.Rasooludheen

B-168

24/02/2016



1096


Al-Rawdha 2South

SANITARY LEGEND

SYMBOL

EXHAUST FAN

DESCRIPTION

COOKING RANGE

SINK

WATER HEATER

W.C. ( COMMODE )

MAN HOLE

WATER CLOSET

BIDET

HAND WASH BASSOON

BATH TUB

GULLY TRAP

FLOOR TRAP

WASHING MACHINE

SHOWER TRAY




H

FT

BED ROOM

BED ROOM

LIVING ROOM

TOILET

TOILET

BED ROOM

BED ROOM

LIVING ROOM

KITCHEN

TOILET TOILET

TOILETTOILET

KITCHEN

BED ROOM

LIVING ROOM

TOILETTOILET

KITCHEN

BED ROOM

LIVING ROOM

FIRE CAB.

LIFT

KITCHEN

PUMP Rm TELE.Rm

ELEC.ROOM


SHOP # 1

UP

WATCH MAN ROOM

TOILET

A/W A/W

A/W

P

A

S

S

A

G

E

(for future)

TOILETPANTRY

FT

FT

FT

FT

FT

FT

GROUND FLOOR WATER SUPPLY LAYOUT PLANSCALE - 1:100

M M M MM

2"

Pip

e

FEWA MAIN CONECTION

TRANSFORMER ROOM

A/W

120

90

FT FT

FT FT

FT

FT

FT

FT

FT

Emirates Auction AC

Textbox

Emirates Auction AC

Textbox

2400

LIFT

2850

58

0

280

(for future)

TOWER FLOOR WATER SUPPLY LAYOUT PLAN

SCALE - 1:100

All water supply pipes

should be concealed in wall

( Cap. 1500 GL x 2 = 3000 GL )

For Domestic Use Only

Fro

m U

nder

Gro

und W

ate

r Tank

ROOF Water Tank

TOWER FLOOR WATER SUPPLY LAYOUT PLAN

1:100 18



REVISIONS

OWNER:

PLOT NO.


DRAWING TITILE :

ARCH. ENG.

SECTOR DISTRICT

Sami Abdel


Mohd.Yasith

DRAWN BY :

P.A.Rasooludheen

B-168

24/02/2016



1096


Al-Rawdha 2South

SANITARY LEGEND

SYMBOL

EXHAUST FAN

DESCRIPTION

COOKING RANGE

SINK

WATER HEATER

W.C. ( COMMODE )

MAN HOLE

WATER CLOSET

BIDET

HAND WASH BASSOON

BATH TUB

GULLY TRAP

FLOOR TRAP

WASHING MACHINE

SHOWER TRAY




H

FT

M M M MM

A/WA/W

Emirates Auction AC

Textbox

Emirates Auction AC

Textbox

GROUND LVL

GROUND FLOOR

SCHEMATIC DIAGRAM

TRANSFER PUMP SET VALVE CHAMBER

INCOMING WATER SUPPLY FROM FEWA

GRP WATER TANK ( TYP )

CAPACITY 1500 IMP.GLNS

8,000 GAL. UNDER GROUND WATER TANK

FOR FIRE FIGHTING USE 3,000 GLN

FOR DOMESTIC USE 5,000 GLN

( 2 Nos )

( 2 Nos )

SERVICE M.H

KITCHENTOILET

ROOF FLOOR

OVER FLOW WATER GOING TO


DOBULE BED RM FLAT # 02

MMM

TERRACE FLOOR

WATCHMAN RM

M

TOILETTOILET

SINGLE BED RM FLAT # 01

1. TWO FLOAT VALVES TO BE FITTED AT THE END OF FEEDING LINE NEAR

M.H OF UNDER GROUND WATER TANK.

2. THE OPENING OF THE UNDER GROUND WATER TANK ( M.H ) NEAR THE

PUMP ROOM DOOR, WITH SIZE NOT LESS THAN 80 x 80 cm AND COVER25 cm ABOVE F.F.L.

3. MAINTAIN A DISTANCE OF 1.5 M AT LEAST BETWEEN ( WATER SUPPLY-

LINES & TANKS ) AND ( DRAINAGE LINES & TANKS ).

4. HEIGHT OF THE FEEDER LINE INLET IN THE O/G WATER TANK NOT

MORE THAN 1.5 M FROM GROUND LEVEL.

5. SECTION PANEL ( GR.P ) OR POLYETHEYLENE ( POLYCON ) TYPE

TO BE USED FOR O/G & O.H WATER TANK.

6. INCASE GRIUND WATER TANK INSIDE PUMP ROOM AT LEAST 65 cmTO BE LEFT BETWEEN THE WALL & THE TANK FROM 3 SIDE & 1.5 MFROM PUMP SIDE.

7. WATER REQUIRED FOR FIREFIGHTING PURPOSE SHOULD BE INGROUND WATER TANK.

8. CAPACITY OF OVER HED WATER TANKS NOT TO EXCEED THECAPACITY OF GRIUND WATER TANKS.

10. SUFFICIENT CLEARENCE TO BE GIVEN IN THE PUMP ROOM FORWATER PUMP AND FIRE FIGHTING PUMPS.

11. WATER METER FOR FIRE FIGHTING PUMP TO BE FITTED ON SUCTION

LINE NEVER THE DOOR OF PUMP ROOM & CLEARENCE NOT LESS THAN60 cm TO BE LEFT.

12. SERVICE WATER METER TO BE PROVIDED ON ROOF OF BUILDING &

FEEDS PUBLIC SERVICES IN ALL FLOORS.

13. 25 cm TO BE KEPT BETWEEN WATER METER INCASE OF 1 ROW &15 cm IN CASE OF 2 ROWS ( STAGGERED )

14. HEIGHT OF WATER METER FROM F.F.L IN THE LARG OF 90-150 cm.

15. LAST TWO FLOORS ONLY TO BE CONNECTED BY THE PRESSUREPUMP ON THE ROOF.

16. PRESSURE REDUCING VALVES ( P. R. V ) TO BE PROVIDE FROMFIFTH UPPER FLOOR TO THE GROUND FLOOR.

17. MAX.8 LITER CAPACITY FLUSH TANK FOR W/C TO BE USED -

WITH TWO BUTTONS.18. AUTOMATIC FLUSH SYSTEM WITH SEPARATE SENSOR FOR EACH

URINAL UNIT.

19. SELF CLOSING TIME FLOW TAPS TO BE USED FOR ABLUTION.20. LOW FLOW TAP SHOULD BE USED.

21. IT IS NOT ALLOWED TO USE DRINKING WATER FOR PLANTATIONUSE WELL WATER OR CREATED WATER FOR PLANTATION PURPOSE.

WATER SUPPLY GENEREL NOTES :

OVER HEAD WATER TANK

CLEAN OUT

BALL VALVE

FROM GROUND PUMP

FLOAT SWITCHVENT PIPE

OVER FLOW PIPE TO BE CONNECTED

TO THE NEAREST RAIN WATER OUT LET.

PSPSPG

NRV GVFCPV

Domestic pump

Domestic water

Fire water reservecapacity : 3,000 GL

Capacity : 3000 GL

Domestic Usuage

GV FC

DIESEL FIRE PUMP

FROM FEWA

FIRE PUMP SET:-

MAIN: ELECTRIC- 100 G/M AT 7 BAR

DIESEL: 100 G/M AT 7 BAR

2" Pipe

2" Pipe

PSPSPG

NRV GVFCPVGV FC

ELECTRIC FIRE PUMP

DETAILS OF FIRE FIGHTING PUMPS

2" Pipe

WATER HEATER

GATE VALVE

NON RETURN VALVE

STOP VALVE

M C W S

C W S

MAIN COLD WATER SUPPLY

COLD WATER SUPPLY

IV

FC

ST

ISOLATING VALVE

FLEXIBLE CONNECTION

STRAINER

H W S

B C W S

HOT WATER SUPPLY

BOOSTER COLD WATER SUPPLY

F / A

T / A

F / B

T / B

H / L

PG

PS

PV

FROM ABOVE

TO ABOVE

FROM BELLOW

TO BELLOW

HIGH LEVEL

PRESSURE GAUGE

PRESSURE SWITCH

PRESSURE VESSEL

KITCHEN

TOILET

KITCHENTOILET DOBULE BED RM FLAT # 03TOILET

KITCHENTOILET SINGLE BED RM FLAT # 04TOILET

PANTRYTOILET

M

SCHEMATIC DIAGRAM

1:100 19



REVISIONS

OWNER:

PLOT NO.


DRAWING TITILE :

ARCH. ENG.

SECTOR DISTRICT

Sami Abdel


Mohd.Yasith

DRAWN BY :

P.A.Rasooludheen

B-168

24/02/2016



1096


Al-Rawdha 2South

Emirates Auction AC

Textbox

Emirates Auction AC

Textbox

FOOTING

TYPICAL DETAIL OF NIEGHBOURING

R.C.C (1:2:4)

PLAN

PLAN

LANDING BEAM AS PER SHEDULE

20

16.3

6

LANDING BEAM AS PER SHEDULE

T12@15cm c/c

T16@10cm. c/c

20

2020

10

50

20

30

30

30

20DIA

20 20

70

FROM SLAB

8 88

88

8

20

20

20

20

L3/4L2/4

L1/5

L1/4L/4

L/5

L3/5L2/5

L3

TOP EXTRA

L1

THK. AS PER SHEDULE

L1/4

L1/5

TYPICAL DETAIL OF BEAM USING

CURTIALMENT OF BARS

AS PER SHEDULE

L/7

STIRRUPS

RINGS L1/4 L1

L1/4

L

L2

L2/5

END(2)END OF TOP STRIGHT BAR BENEDED

CURTAILD BAR

END(1)

TYPICAL DETAIL OF BEAM WITH

TOP STRIGHT

BEND UP BARS

LAP LENGHT

SLAB (STEEL IS NOT SHOWN)

6T12

30

20

20

20

202020

20

202020

20

20

20

20

20

20

50

40

20

20

10

10

1020

30

60

20

20

.20 OR 10

5 cm. thk. insitu

4020

20

41

30

20

20

20

20

BOTTOM BARS 30 cm c/c

TYPICAL PARTITION WALL DETAIL

5415

G.L

1111

IN BLOCK WORK

6T1217 22 17

(1:3:6)

10 CM THK. WALL RESTING ON R.C.C SLAB

IN BLOCK WORK10 cm. PARTITION WALL

11

TYPICAL DETAIL OF SLAB PROJECTION

50

20

2020 10

20

20

30

20 CM THK. WALL RESTING ON R.C.C SLAB

SLAB (STEEL IS NOT SHOWN)

20 cm. PARTITION WALL

30

TYPICAL STAIRCASE DETAIL

PLINTH BEAM

AS PER DETAILCOLUMN REINFORCEMENT

LAP LENGTH 40 x DIA OR OVER

COLUMN REINFORCEMENT

PLINTH BEAM

AS PER DETAIL

COLUMN SIZE AS

PER SCHEDULE

50

TYP

LONG BAR AS PER SCHEDULE AS PER DETAIL

P.C.C (1:3:6)

ELEVATION

R.C.C (1:2:4)

LONG BAR AS PER

GL

SCHEDULE OR AS / DETAIL

LONG BAR AS PER SCHEDULE

CO

LUM

N B

IND

ERS

PCC(1:3:6)

A.

PC

C(1

:3:6

)

R.C

.C (

1:2

:4)

PC

C(1

:3:6

)

R.C

.C (

1:2

:4)

.

B

COLUMN REINFORCEMENT

PLINTH BEAM

AS PER DETAIL

LAP LENGTH 40 x DIA OR OVER

L/4

L/4

SLAB TH. AS PER SHEDULE

BEAM AS PER SHEDULE

L2/4

L2/4

40 x DIA OR OVER

LAP LENGTH

L/5

L/5

COLUMN SIZE AS

PER SCHEDULE

L

L

TYPICAL DETAIL OF SLAB

LONG BAR AS PER SCHEDULE D

ELEVATION

d

10

GL

BEAM IS SPECIFIEDB

d

LONG BAR ASPER SCHEDULE

10

D

ELEVATION

COLUMN BINDERS AS PER DETAIL

GL

R.C.C (1:2:4)

PCC(1:3:6)

MIN

IMU

M D

EPTH

OF

FOU

ND

ATI

ON

AS

PER

SIT

E C

ON

DIT

ION

CO

LUM

N B

IND

ERS

B

A

AS PER DETAILSCOLUMN REINFORCEMENT

LONG BAR ASPER SCHEDULE .

PCC(1:3:6)

R.C.C (1:2:4)

.

R.C

.C (

1:2

:4)

PC

C(1

:3:6

)

A

LONG BAR AS PER SCHEDULE

R.C.C (1:2:4)

PCC(1:3:6)

R.C.C (1:2:4)

PCC(1:3:6)

COLUMN SIZE AS

PER SCHEDULE

SLAB TH. AS PER SHEDULE

END OF BOTT. STRIGHT BAR BENEDED

END OF TOP STRIGHT BAR BENEDED

END OF BOTT. STRIGHT BAR BENEDED

AND MECHANICALLY VIBRATED TO THE

RESTIING PROTLAND CEMENT.

(A) FOOTINGS :- 50 mm FOR SLIDES AND 7.0mm FOR BOTTOM.

3. MINIMUM CLEAR CONCRETE COVER TO STEEL RIENFORCEMENT ARE AS FOLLOWS

SIZE SHALL BE BRDUGHT TO THE NOTICE OF THE CONSULTANT.

SHALL BE KEPT AS PER ARCHITECTURAL DRAWING,ANY DECREPANCY AT

2. ALL STRUCTURAL DRAWING SHALL BE READ IN CONJUNCITON

1. ALL DIMENSION ARE IN CENTIMETERS UNLESS OTHER WISE

HAVE A MIN.18 DAYS.CUBE STRENGHT OF 30 N/mm2.

3. ONLESS OTHERWISE SPECIFIED RILENFORCED CONCRETE SHALL

PROPER CONSISTANCY

2. CONCRETE SHALL BE READY READY MIX/ MACHINE MIXED TO THE

DONE USING SULPHATE

1. ALL CONCRETE MIX BELOW GROUND FLOOR LEVEL SHOULD BE

SPECIFIED.

MAXIMUM DENSITY.

B. GENERAL

A. CONCRETE MIX

STRUCTURAL GENERAL NOTE

UP.

DAYS).

NOTICE OF CONSULTING ENGINEER.

4. 25 mm. EXPANSION JOINT BETWEEN COLUNS TO BE FILLET WITH 25

REMOVAL ONLY WHEN THE PROPER COUNTER WEIGHT HAVE COME

2. THE CENTERING AND SHUTTERING OF CANTILEVER IS TO BE

IS TO BE REMOVAL ONLY WHEN THE PROPER COUNTER WEIGHT HAVE

C. REMOVAL OF PROPS TO BEAMS AND ARCHES UPTO CANTILEVER

B. REMOVAL OF PROPS TO SLAB UPTO 45m. SPAN - 7 DAYS (OVER 14

A. WALLS, COLUMNS AND VERTICAL SIDES OF BEAMS 24 TO 40 HRS.

USED FORMS MAY BE STRUCK AFTER EXPIRY OF THE FOLLOWING

1. IN NORMAL CIRCUMSTANCES AND ORDINARY PORTLAND CEMENT IS

8. CONCRETE USED FOR BUILDING LAYER UNDER R.C.C. FOOTING SHALL BE ]

7. THE FOUNDATION IS DESIGNED FOR GROUND+ONLY.

6. ALL R.C.C. WORKS BELOW GROUND LEVELS SHALL BE APPLIED TWO

SHALL BE ALIGNED CONCENTRIC IN BOTTOM DIRECTIONS AND SYMETRICAL.

5. UNLESS STAYTED OTHERWISE ALL THE FOOTLINGS AND COLUMNS

20 cm. DEPTH FOR EACH AND COMPACTED USING PLATE VIBRATOR

NON ORGANIC MATEREIAL WHICH IS TO BE PLACED IN LAYERS OF

4. BACKFILLING SHALL BE DONE USING SUITABLE AND APPROVED

3. LEVELS AND SETTING OUT SHALL BE DONE PROPERLY.

2 SAFE BEARING CAPACITY IS ASSUMED 10 T /M2.

FORM WORK

COME UP.

MM THK. FLEXIBLE SHEET.

INITIAL DEFLECITON.

PERIODS.

STEEL YIELD STRENGTH FY= 4600 KG/CM2

6. Y (OR) X INDICATES TOR STEEL DEFORMED HIGH YIELD STRENGTH

IF ANY OTHER CONDITION ARE THERE. THEY ARE BROUGHT TO THE

1. EARTH STRATA TO BE CHECKED AT 1.60 BELOW NATURAL GROUND

40mm FOR BLINDING BLINDING AND FOUNDATION CONC. 20 mm.

5. NOMINAL MAXIMUM SIZE OF AGG IGATE UNLESS SPECIFIED OTHERWISE,

PLAIN BARS IN TENSION = 40D IN COMPRESSION =30D

DEFORMED BARS IN TENSION = 50D IN COMPRESSION =40D

DRAWING BUT NOT LESS THAN D= DIA OF BAR.

4. LAP LENGHT OF REINFORCEMENT BAR SHALLBE AS SHOWN ONTHE

(C) R.C.C. WALL,STAIRS AND BEAMS 25mm.

FOUNDATION

FOR SUPER STRUCTURAL CONCRETE.

(E) SLABS :- 25mm.

(D) COLUMN :- 25mm.

(B) RETAINING WALL :- 50 mm FOR EARTHSIDE 70mm FOR BOTTOM.

WITH RELEVENT ARCHITECTURAL DRAWING. ALL DIMENSIONS,LEVELS ETC.

LEVEL SOIL IS CONSIDERED IN NORMAL AND REGULAR CONDITIONS.

AND WATER TO THE SUPERVISING ENGINEERS SATISFACTION.

COATS OF BITUMEN PAINT.

100mm.THK 1:2:4

3. PROPER CHAMBER IS TO BE PROVIDED IN THE SHUTTERING TO TAKE

22

STRUCTURAL GENERAL NOTE

1:100 20



REVISIONS

OWNER:

PLOT NO.


DRAWING TITILE :

ARCH. ENG.

SECTOR DISTRICT

Sami Abdel


Mohd.Yasith

DRAWN BY :

P.A.Rasooludheen

B-168

24/02/2016



1096


Al-Rawdha 2South

Emirates Auction AC

Textbox

Emirates Auction AC

Textbox

CEILING FAN POINT

SYMBOL DESCRIPTION

FAN REGULATOR

FLORESCENT TUBE LIGHT

13 AMP. SOCKET

BRACKET POINT

CEILING POINT

CHANDELIER

BELL PUSH BUTTON

15 AMP. SOCKET

SWITCH

ELECTRICAL & SANITARY LEGEND

SINK

GALI TRAPGT

HAND WASH BASSOON

COOKING RANGE

FLUE ( SMOKE DUCT )

TELEPHONE SOCKET

ANTENNA SOCKET

FLOOR TRAP

MH ( 60 x 60 x 80 )

W.C. ( COMMODE )

FT

BIDET

SPLIT UNIT

WATER HEATER

AC FRAME ( 80 x 60 ) cm

SUB DISTRIBUTION BOARD

MAIN DISTRIBUTION BOARD

SP

SINK

BATH TUB

EXHAUST FAN

DIA 56" OR SPECIFIED

5 )

4 )

3 )

2 )

1 )

POLISHED WHITE / COLORED NATURAL MARBLE 2 cm THICK

WITH HAIRLINE JOINTS IN APPROVED PATTERN IN FLOORING

FINISHES NOTES

FINISHES CODES

OVER LEVELED CEMENT SAND SCREED.

JOINTS IN FLOORING OVER LEVELED CEMENT SAND SCREED.

POLISHED AGGLOMERATED MARBLE 1 : 2 cm THICK HAIRLINE

SAND SCREED INCLUDING MACHINE GRINDING WAX POLISHING

APPROVED TERRAZZO TILES IN FLOORING OVER LEVELED

TO ARCHITECTS APPROVAL.

FLOOR FINISHES

3 )

2 )

1 )

WALL

CEILING FLOOR

SKIRTING

2 )

SCREWS.

3 )

4 )

SKIRTING

1 )

SAME AS ABOVE EXCEPT IN TERRAZZO TILES CAST IN SITU TERRAZZO.

STAIRCASE NOSING AS PER DETAIL.

CORNER FIXED TO RENDERED WALL USING COUNTERSUNK BRASS

NATURAL MARBLE SKIRTING PIECE 2 cm THICK TO MATCH

SAME AS ABOVE EXCEPT IN AGGLOMERATED MARBLE.

STAIRCASE STEPS PROFILE 120 cm / 15 cm HIGH FROM

SAME AS ABOVE EXCEPT IN HARDWOOD WITH ROUNDED UPPER

CONJUNCTION WITH OTHER RELEVANT DRAWING.

SUPERVISION OF / OR BY LICENSED ELECTRICAL ENGINEER.

el.. EXHAUST FAN , CEILING FAN , FANCY LIGHTS ETC.

THIS DRAWING IS TO BE USED FOR ELECTRICAL PURPOSE ONLY & SHOULD BE READ IN

ALL WORKS INSTALL MATERIALS SHALL STRICTLY BE AS PER REGULATION FOR ELECT.

INSTALLATION WORK BY THE MINISTRY & RELEVANT BRITISH STANDARD AND OF BRITISH

MAKE UNLESS OTHERWISE STATED. ALL WORKS AT SITE SHALL BE CARRIED OUT UNDER

ALL WALL MOUNTED LIGHTS SHALL BE AT A HEIGHT OF 225 cm FROM FLOOR FINISHING

LEVEL OTHERWISE INDICATED. OUTLET JUNCTION BOX, TERMINAL BOX PROVIDED

FOR FLOURECENT FITTING SHALL BE 30 cm OFF CENTER IN LATERAL DIRECTION.

A CEILING ROSE SHALL BE PROVIDED FOR PORTABLE CONNECTION TO FIXED APPARATUS

AN EARTH CONTINUITY WIRE OF APPROPRIATE SIZE TO BE RUN ALL ALONG WITH WIRING

AS PER REGULATION & TO BE BONDED EFFECTIVELY WIT EVERY MATTEL PART.

ELECTRICAL NOTES

DIVIDED EQUALLY ON THREE PHASES.

CONDUIT LAYOUT.

13 )

15 )

14 )

12 )

11 )

TO A 15 AMP. CIRCUIT.

9 )

10 )

8 )

7 )

NON SLIPPERY CERAMICS TILES IN FLOORING OVER CEMENT

SAND SCREED LAID TO FALL THE JOINTS TO BE THROUGHLY

GROUTED WITH PROPRIETARY GROUP.

CEMENT SCREED FLOORING. TILES TO BE FIXED STRICTLY

PVC TILES TO ARCHITECT SECTION IN FLOORING OVER LEVELED

ACCORDANCE WITH MANUFACTURES INSTRUCTIONS.

CEMENT SLURRY & APPROVED QUALITY SURFACE HARDENER.

LEVELED CEMENT SCREED FINISHED SMOOTH WITH NEAT

SEPARATION LAYER ON 5 cm THICK APPROVED INSULATION

PLAIN CEMENT TILES ON CEMENT SAND SCREED OR EQUIVALENT

BOARDS OVER APPROVED QUALITY WATER PROOFING.

4 )

7 )

5 )

6 )

RENDERED WALL.

3 )

4 )

1 )

2 )

SAME AS ITEM No. 9 EXCEPT AS PER APPROVED PATTERN.

SAME AS ABOVE EXCEPT TREAD TO BE cm THICK & RISER TO

FIXING DETAILS TREADS TO HAVE 2 cm WIDE COUNTER SUNK

ONE PIECE PVC TREAD & RISER OF APPROVED COLOR AND

TO ARCHITECTS APPROVAL.

CARBORUNDUM ANTI SKIP STRIP.

THICK FOR STAIRCASE / ENTRANCE STEPS AS PER APPROVED

ONE PIECE NATURAL MARBLE TREAD 3 cm THICK & RISER 2 cm

STAIRCASE FLOORING

BE cm THICK.

3 )

4 )

2 )

1 )

MANUFACTURERS INSTRUCTIONS.

TROWEL APPLIED PLASTIC COATING OVER RENDERED WALL

EXTERNAL FINISHES

ELDORADO OR EQUIVALENT ARTIFICIAL STONES / CLADDING TO

HEAVY TEXTURE COAT OVER RENDERED WALLS.

SAND LIME FACING BRICKS FIXED USING NECESSARY FASTERNING OVER

ARCHITECT SELECTION OVER RENDERED WALLS FIXED AS PER

( PROFILE DECOR ).

17 )

BY THE ENGINEER.

TO ETISALAT DB ON GROUND FLOOR.

21 )

19 )

20 )

18 )

1 )

5 )

6 )

4 )

3 )

2 )

TO RENDERED WALL USING COUNTER SUNK BRASS SCREW.

WITH UPPER CORNERS & 1 cm x 1 cm REBATE BOTTOM FIXED

SAME AS ABOVE EXCEPT IN TERRAZZO TILES 2 cm THICK 12.5

POLISHED WITH COLORED MARBLE 2 cm THICK SKIRTING 120

- 125 cm HIGH FROM FINISHED FLOOR LVL. JOINTS TO MATCH

THICK 120 - 125 cm HIGH.

SAME AS ABOVE EXCEPT IN AGGLOMERATED MARBLE 1.2 cm

CERAMIC TILES DADO UP TO DOOR / CEILING HEIGHT JOINTS

TO MATCH FLOORING JOINTS & FILLED USING PROPRIETARY

STAINED POLISHED HARDWOOD SKIRTING EX 25 cm x 125 cm

-CTURERS INSTRUCTIONS.

cm HIGH.

GROUTS.

5 )

4 )

FLOORING JOINTS.

2 )

3 )

1 )

SKIRTING DADO

BUILDING AS PER DETAIL.

MACADAM TAR PAUING 7.5 cm THICK WITH APPROVED WEARING COAT OVER

PATTERNED INTERLOCK SAND LIME BRICKS PAUING 5 cm THE SAND BLINDING

BLINDING OVER WELL COMPACTED GROUND.

50 cm WIDE CONCRETE PLINTH PROTECTION AROUND PERIMETER OF THE

PRECAST CONCRETE KERB STONES TO APPROVED DETAIL.

LOOSE GRAVEL OVER LIGHTLY COMPACTED & LEVELED GROUND.

COMPACTED & LEVELED GROUND.

OVER TYPAR / TERRAM SHEET OVER WELL COMPACT GROUND.

5 cm EXPOSED AGGREGATE CONCRETE PAUING FLAGS OVER 5 cm SAND

EXTERNAL FINISHES ( PAUINGS )

FINISHED WITH 3 COATS OF APPROVED WARNISH.

NATURAL MOUNTAIN STONES / WADI CABLE OVER RENDERED WALLS5 )

16 )

PATTERN FIXED STRCTLY IN ACCORDANCE WITH MANUFA-

TO ENTER IN THE BUILDING SUPPLIED BY POWER HOUSE.

STRUCTURAL MEMBERS AND / OR CHASED INTO WALLS.

RIGHT LEFT SIDES AS PER ROOM CONDITIONS.

RIGHT LEFT SIDES AS PER ROOM CONDITIONS.

ALL 20 Amp. OR ABOVE POWER OUTLETS TO BE PILOT LAMP INDICATORS.

PROVIDED ONE No. BELL PUSH BUTTON POINT AT MAIN GATE.

MAIN CABLE TELEPHONE etc. MUST BE LEFT OUT.

250 WATTS OF FLUORESCENT LAMP OR OTHERWISE A 15 Amp. SWITCH SHALL BE USED.

BUT IT SHALL RUN IN RIG CIRCUIT. MORE THAN 3 KW LOAD SHALL NOT BE CONNECTED

TWO SOCKETS SHALL BE CONNECTED TO ONE CIRCUIT MAX. 6 OUTLETS CAN BE USED

IN CASE OF FUTURE EXTENSION OF BUILDING CONDUCTS FOR FUTURE UPPER STORY

TWO Nos. 100 mm PVC PIPER SHALL BE PROVIDED UNDER GROUND FOR SERVICE CABLE

IN CASE OF THREE PHASE SUPPLY ALL THE OUT LETS IN ONE ROOM SHALL BE FED ONLY

ON ONE PHASE & SO ARRANGED THAT THE TOTAL LOAD OF THE STRUCTURE SHALL

WIRING CONNECTION SHOWN ON THE DRAWING ARE INDICATIVE AND DOES NOT SHOW

ALL WIRING SHALL BE CONCEALED TYPE USING PVC CONDUCTS CAST INTO SLAB /

ALL SWITCHES, DIMMERS, REGULATORS etc. SHALL BE LOCATED 150 cm ABOVE FLOOR

ALL AC POWER OUTLETS SHALL BE LOCATED BELOW AC OPENING BOTTOM AND

ALL OTHER POWER OUTLETS SHALL BE 40 cm ABOVE FINISHED FLOOR LEVEL.

ALL KITCHEN POWER OUTLETS EXCEPT COOKER SHALL BE LOCATED BELOW WALL CABINET LVL.

TV / FM OUTLETS TO BE CONNECTED TO JUNCTION BOXES ON EACH FLOOR & CONNECTED

TELEPHONE OUTLETS TO BE CONNECTED TO FLOOR JUNCTION BOX & CONNECTED BY CONDUIT

ALL SWITCHES POWER / TEL.. / TV OUTLETS SHALL BE PLASTIC / METAL CLAD FINISH.

ON A SWITCH THE LIGHTING SHALL NOT BE MORE THAN 1000 WATTS INCANDESCENT AND6 )

ALL DRAWINGS SHALL BE READ CAREFULLY START OF WORK OF ANY DESCRENCIES SHOULD BE

BE BROUGHT TO THE NOTICE OF ENGINEERS.

PLINTH LEVEL TO BE ESTABLISHED AT SITE IN CONSOLATION WITH ENGINEER.

ALL DIMENSIONS ARE IN CENTIMETERS UNLESS OTHERWISE SPECIFIED.

ALL ROOMS & PASSAGES WITH MOSAIC / CERAMIC FLOORING, STAIRCASE WITH SINGLE SLAB

TOILETS, BATHS & KITCHEN WILL HAVE CERAMICS TILES FLOORING & DADO ON THE WALL WITH

GLAZED TILES UP TO DOOR / CEILING.

UNLESS STATED OTHERWISE MORTAR FOR BLOCK WORK 20 cm SHALL BE OF CEMENT SAND

( 1 : 6 ) 10 cm THICK SHALL BE OF CEMENT ( 1 : 4 ).

PLASTERING SHOULD BE 12.5 mm CEMENT MORTAR ( 1 : 6 ) ON EXTERNAL WALL 15 mm CEMENT

ARCHITECTURAL NOTES & SPECIFICATION

7 )

4 )

MARBLE.

6 )

5 )

2 )

3 )

1 )

REQUUIREMENT.

MORTAR ( 1 : 6 ( ON INTERNAL WALLS & 9.3 mm CEMENT MORTAR IN ( 1 : 4 ) ON CEILINGS.

ALL INTERNAL WALL FINISHED WITH 3 COATS OF EMULSION PAINTS APPROVED COLORS.

ALL BATH ROOMS & TOILETS WILL HAVE COMPLETE FILLING SUCH AS MIRROR, TOWEL RAILS,

ALL EXTERNAL WALL HAVE TYROLENCE / PAINTING FINISH OF APPROVED COLORS.

SOAP HOLDERS, PAPER HOLDER LIGHT ABOVE WASH BASON. THE TYPE OF WC SHALL BE AS

ALL ELECTRICAL WIRING SHOULD BE CONCEILED CARRIED OUT AS PER DRAWING & MINISTARY

ALUMINIUM RAILING WOODEN ALUMINIUM HAND RAIL TO BE PROVIDED FOR STAIRCASE.

WIRE WESH TO BE PROVIDED BEFORE PLASTERING BETWEEN RCC & BLOCK JOINTS.

G F / FIBER GLASS WATER WILL BE PROVIDED WITH APPROVED QUALITY & MAKE.

COMPOUND WALL TO BE OF 20 cm HOLLOW / SOLID BLOCK WITH PILLARS / WITHOUT PILLARS

SOLID BLOCK SHOULD BE BELOW PLINTH.

COOKING PLATFORM SHALL BE OF 18 mm PLYWOOD SHUTTER WITH FORMICA FINISH OR RCC

COVERINGS FOR WATER TANK AND AC TO BE PROVIDED WITH WOODEN FIBER GLASS / GRC.

PLATFORM WITH MARBLE FINISH.

WINDOW AC DRAINS TO BE CONNECTED TO 12 mm DIA DRAIN PIPE CONNECTED IN WALL.

TELEPHONE & WATER METER PITS TO BE PROVIDED AS PER DRAWING.

PER OWNER'S REQUIREMENT.

WITH LIGHTS & MS GATE AS PER DESIGN.

15 )

20 )

18 )

19 )

17 )

16 )

12 )

13 )

14 )

11 )

9 )

10 )

8 )

MINI. 15 x 35 cm.

ALL DOORS TO SET IN 5 cm THICK FULJAMB WIDTH HARD WOOD FRAMES, ARCHITRAVES TO BE

ALL ALUMINIUM WORKS SHALL BE SILVER / BRONZE ANODISED MEDIUM SECTION FOR WINDOWS

ALL ALUMINIUM WINDOWS / DOORS TO BE SET IN 2.5 cm x 10 cm MIRANTI FRAME.

& HEAVY SECTION FOR DOORS.

ALL GLAZING SHALL BE CLEAR / TINTED / MIRROR COATED PLAIN / WIRED / PATERNED GLASS

AS SPECIFIED 4 mm OR 6 mm.

ALUMINIUM WORKS SHALL BE INCLUSIVE OF LOCKS , HANDLES WEATHER, STRIPS/ GASKETS

MASTIC FILLING etc. AS PER ARCHITECTS APPROVAL.

ALUMINIUM DOOR TO BE PROVIDED WITH CYLENDER LOCKS.

WOODEN DOORS TO BE PROVIDED WITH BRASS / ALUMINIUM HINGES DOOR STOOPER CONCEALED

BOLTS EYE VIEWER CHAN STAYS AS APPROPRIATE LOCKS & LEVER SETS SHALL BE SELECTED AS

PER PC SUMS SPECIFIED ELSE WHERE.

GROUND FLOOR WINDOWS TO BE PROVED WITH APPROVED DESIGN ALUMINIUM / SECURITY GRILLS.

28 )

29 )

26 )

27 )

25 )

23 )

24 )

22 )

ALL HARD WOOD SHALL BE TEAK / RED MIRANTI.21 )

6 )

5 )

4 )

PAINT.

2 )

3 )

1 )

PLAIN DECORATIVE GYPSUM CORNER MOLDING TO APPROVED PATJERN.

NECESSARY FRAMING AS PER DETAIL.

PLAIN DECORATIVE GYPSUM BOARD SUSPENDED FALSE CEILING WITH

( PROFILE DECOR ) IN ACCORDANCE MANUFACTURERS INSTRUCTIONS.

MEDIUM LIGHT FIXTURE FINISH OVER RENDER WALL CEILING EQUIPMENT

TO JUTON MAGNUM 30 / FENOTEX.

APPROVED QUALITY MINERAL FIBER SUSPENDED FALSE CEILING.

SMOOTH FINISHED CEMENT PLASTER WITH 3 COATS OF EMULSION

SMOOTH FINISHED CEMENT PLASTER WITH POLYCHROME WALL

INTERNAL FINISHES WALL CEILING

GENERAL NOTES

1:100 21



REVISIONS

OWNER:

PLOT NO.


DRAWING TITILE :

ARCH. ENG.

SECTOR DISTRICT

Sami Abdel


Mohd.Yasith

DRAWN BY :

P.A.Rasooludheen

B-168

24/02/2016



1096


Al-Rawdha 2South

Emirates Auction AC

Textbox

Emirates Auction AC

Textbox

1 )

SANITATION & PLUMBING

PAPER ROLL HOLDER, MIRROR UNITS ETC.

NOTES

LENGTH 400 mm

4

4 Y 12

RCC BEAM 200 x 200 mm

200

VOID 1 / 3 ROOF BLOCK

3 )

4 )

AS PER MANUFACTURERS INSTRUCTIONS.

IN MASONARY OR UNDERGROUND.

5 )

7 )

8 )

6 )

9 )

10 )

OF MUNICIPALITY.

APPROVED BY THE LOCAL AUTHORITIES.

11 )

12 )

13 )

14 )

REINFORCEMENT ONLY.

SYMBOL

SANITARY LEGEND

STAINLESS STEEL SINK

DESCRIPTION

BIDET

GALI TRAP

FLOOR TRAP

BATH TUB

FT

GT

FLUE ( SMOKE DUCT )

MH ( 60 x 60 x 80 )

W.C. ( COMMODE )

HAND WASH BASSOON

COOKING RANGE

PART ELE. OF PERFORATEDWAY FOR SOAK AWAY

Y 8 mm @ 20 cm c /c

STIRRUPS

5 Y 8

CY 12 mm @ 15 cm c / c B / W

SIZE 50 TO 100 mm.STONE FILLING APPROX

RCC BEAM

7 Y 12

200

200200

400

200

VERY

ABLE

2 Y 14 mm EXT.

OF OPENING.

IN ALL SIDES

R = AS / REQ.

2 )

OUT LET

90 Kg AIR TIGHT.

C

0.24 mm MILD STEEL STEPS

@ 300 mm c / c STAGGAFO

REFER DETAIL

CHAMBER II

15cm

100 mm o UPVC

VENTILATION PIPE/

CHAMBER I

25cm

VERI

ABLE

5.10 %

CHAMBER III

DEPTHLIQUID

10cm

43cm

23cm

13cm

15cm

IN LET

150 mm o /

INVERT LEVEL OF INCOMING PIPE

UPVC PIPE

TOP CHANNEL

STOP INTESEPTIOM

G.LEVEL

N.T.S.

CHAMBER III 1/4 OF LENGTH

CHAMBER II 1/4 OF LENGTH

CHAMBER I 1/2 OF LENGTH

TO BE KEPT AS HIGH AS POSIBLE.

30cm

30cm

SECTION AT A - A

LENGTH

C.I. COVER & FRAME WIEGHT23 RCC SLAB

15 )

WITH ALL THE NECESSARY ACCESSORIES.

PIPE SIZING SHALL BE AS FOLLOWS.

WATER CONNECTIONS

16 )

DRAINAGE CONNECTIONS

DRAINAGE UNITS SHALL BE AS FOLLOWS.

/

/

C.W.L.

S.R.

/

/

COLD WATER LINE

o 4" UPVC PIIPE

o 3" UPVC PIPE

o 6" UPVC PIPE

o 2" UPVC PIIPE

BIB COCK SHOWER

SHOWER ROSE

H.W.L. HOT WATER LINE

1.00

1.00

1.00

1.25

1.25

2.00

DIA

Y 12 mm @ 15 cm c / c

DIST. BARS

2.50

2.60

3.00

2.50

Y 12 mm @ 15 cm c / c

Y 12 mm @ 15 cm c / c

Y 12 mm @ 15 cm c / c

Y 12 mm @ 15 cm c / c

Y 12 mm @ 15 cm c / c

Y 12 mm @ 15 cm c / c

Y 12 mm @ 15 cm c / c

Y 12 mm @ 15 cm c / c

Y 12 mm @ 15 cm c / c

MAIN BARSHEIGHT

SOAK WAY

200 mm THICK SOLID BLOCK WALL.

N.T.S.

SOLID BLOCK WALL

PLAN OF SOAK AWAY

1.45

D

1.10

W

1.50

1.50

1.40

1.35

1.651.50

1.501.50

L

5.56

OF TH TANKCU. METER

CAPACITY

CU. METEROF TH TANK

5.60

CAPACITY

9.50

8.10

12.87

11.25

9.20

7.40

12.80

11.00

1

TYPE

3

2

5

4 41 TO 50

51 TO 60

31 TO 40

21 TO 30

USERSLIMIT

10 TO 20

SEPTIC TANK SIZES ( m )

SCHEDULE OF STANDARD SEPTIC TANK

5.00

5.20

4.50

4.00

3.48 12 cm

THICK.

SLAB

15 cm

15 cm

15 cm

15 cm

1.50

1.50

1.50

1.50

1.75

1.75

1.75

1.75

1.30

3.00

3.00

4.00

3.50

Y 12 cm @ 15 cm c / c

Y 12 mm @ 15 cm c / c

Y 12 mm @ 15 cm c / c

Y 12 mm @ 15 cm c / c

4.00

4.00

4.00

4.00

Y 8 mm @ 30 cm c / c

Y 8 mm @ 30 cm c / c

Y 8 mm @ 30 cm c / c

Y 8 mm @ 30 cm c / c

Y 14 mm @ 15 cm c / c

Y 14 mm @ 15 cm c / c

Y 14 mm @ 15 cm c / c

Y 14 mm @ 15 cm c / c

Y 12 mm @ 15 cm c / c

Y 12 mm @ 15 cm c / c

Y 12 mm @ 15 cm c / c

Y 12 mm @ 15 cm c / c

3.00Y 12 mm @ 15 cm c / cY 12 mm @ 15 cm c / c10cm

1.70

1.65

1.80

1.70

1.70

1.70

2.00

1.80

1.70

1.70

2.25

2.00

1.802.50

2.50 1.70

1.651.70

18.05

16.36

20.06

18.05

18.20

16.40

20 .00

18.20

29.07

23.60

38.00

34.00

29.00

23.60

38.00

33.50

8

7

10

9

12

11

14

13 151 TO 175

176 TO 200

121 TO 150

101 TO 120

91 TO 100

81 TO 90

81 TO 90

71 TO 80

14.60 14.5061 TO 706 5.20

8.00

8.50

7.60

6.76

5.90

5.90

5.90

5.50

15 cm

15 cm

15 cm

15 cm

20 cm

20 cm

20 cm

20 cm

15 cm

A

/100 mm o VENT. PIPE

20cm

1 : 1 CEMENT SAND PLASTER

20cm

TRAVEL NEERO FINISH 3

20cm20cm

MAIN BARS

AS / B & S

2 Y 12 mmDISTRIBUTION BARS

AS PER SCHEDULE

5cm 5cm

20cm

A

20cm20cm

20cm

80cm

PLANN.T.S.

B

2 Y 12 mm

70cm

LENGTH ( L )

10cm 20cm

N.T.S.

16cm

N.T.S.

REINFORCEMENT DETAIL OF TOP SLAB

VARI

ABLE

2 Y 12 mm

20cm--

SECTION AT B -B

FOMMED CHANNAL

200 mm THICK SOLID BLOCK WALL.B

PLUMBING & DRAINAGE SHALL BE CONCEALED.

ALL BATHROOMS / TOILET SETS SHALL COMPARES OF THE UNITS SHOWN ON THE DRAWINGS

AND OTHER ACCESSORIES SUCH AS TAPS / VALVES, PANEL, SPRAY, SOAP TRAY, TOILET

COPPER & C.I. PIPES SHALL BE USED FOR COLD WATER CONNECTIONS & INSULATED COPPER

SHALL BE USED FOR PIPES HOT WATER CONNECTIONS WITH APPROPRIATE JUNCTIONS ETC.

FOR WATER SUPPLY G.I. PIPES OF APPROVED QUALITY & SIZE ARE TO BE USED & SHALL BE

COATED WITH BITUMINOUS AND COVERED WITH INSULATION TAPE BEFORE EMBEDDING IN

ALL THE PIPES SHALL LAID UNDERGROUND SHALL HAVE A MINIMUM EARTH COVER 60 cm

TO BE CUSHIONED & EMBEDDED HALF ROUND IN CEMENT CONCRETE ( 1 : 5 : 10 ) 10 cm TH.

6" DIA UNDERGROUND SEWER SHALL BE PITCHED FIBER PIPE OR UPVC LAID TO SLOPE 1 : 60.

WASH BASINS SHALL BE FIXED AT A HEIGHT OF 80 cm FROM FINISHED FLOOR LEVEL.

REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE TO GET SEWAGE CONNECTIONS

ALL THE SANITARY & DRAINAGE WORKS SHALL BE ACCORDING TO SEWAGE AUTHORITIES

BEFORE STARTING ANY WORK REFERENCE SHOULD BE MADE TO THE DRAINAGE SECTION

THE CAPACITY OF SEPTIC TANK INCLUDES W.C. BATHS & KITCHEN WASTE. IF SEPTIC TANK IS

TO BUILT UNDER WATER TABLE ITS WALLS SHOULD BE 15 cm CONCRETE WITH TWO

MUNICIPAL CONNECTION 55 DIA

DISTRIBUTER DOWNTAXE 33 DIA

CONNECTION TO BATH / WATER HEATER 22 DIA

CONNECTION TO OTHER INDIVIDUAL UNITS 15 DIA

DOWNTAKE SOIL PIPE 110 DIA

FROM WATER CLOSETS 110 DIA

FROM FLOOR TRAPS 55 DIA

FROM WASH BASIN & BIDET 36 DIA

FROM SINK / BATH & SHOWER 42 DIA

DOWNTAKE WASTE PIPE 82 DIA

VENT PIPE & VENT STACK 55 DIA

DISTRIBUTER FOR BATH / TOILET & KITCHEN 22 DIA

PLAIN CONCRETE. THE BASE SHOULD BE OF THE SAME THICKNESS WITH ONE BASE LAYER

COVER OF SEPTIC TANK & SOAK WAY PIT HEAVY DUTY CAST IRON COVER.

ALL OTHER MANHOLE COVER SHALL BE DOUBLE SEAL / MEDIUM DUTY CAST IRON COVER.

APPROVED MAKE G.R.C. WATER TANKS SHALL BE PROVIDED AS SPECIFIED ON THE TERRACE

SEPTIC TANK & SOAK PIT AS / DETAILS SHALL BE BUILT IN SOLID / REINFORCED BLOCK.

LAYERS OF REINFORCEMENT OF 12mm Y BARS @ 15 cm c / c ( B / W ) IN EACH LAYER OF 230 mmW

IDTH

(W)

( CHRONIUM TYPE )2.05.00Y 8 mm @ 30 cm c / cY 14 mm @ 15 cm c / c2.03.095.0095.0016 500 16.0 20 cm

4.00Y 8 mm @ 30 cm c / cY 14 mm @ 15 cm c / c2.002.5050.0050.0015 201 TO 250 10.0 20 cm 1.75

SANITARY NOTES

1:100 22



REVISIONS

OWNER:

PLOT NO.


DRAWING TITILE :

ARCH. ENG.

SECTOR DISTRICT

Sami Abdel


Mohd.Yasith

DRAWN BY :

P.A.Rasooludheen

B-168

24/02/2016



1096


Al-Rawdha 2South

Emirates Auction AC

Textbox

Emirates Auction AC

Textbox

city engineering consultants. l.l - emirates auction · 1. this drawing is the copy right of city...

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