Ahmed portfolio

Page 1

AHMED LASHIN A R C H I T E C T CURRICULUM VITAE PORTFOLIO SAMPLE 2018


Table of Contents : 1. Briefing.

2. Work Experience. 3. Construction Drawings Projects. 4. Fitout Projects.

5. Design Projects.


Briefing Eager to gain experience and to apply my education, skills and short experience, with the ambition to enhance my skills to be an effective employee inside work organization. Personal information : • Name: Ahmed Youssry Lashin . • Nationality: Egyptian. • Date of birth: 30 / 11 / 1986. • Military status: Exempted. • Resident: Heliopolis. Contacts : • Mobile: +2 0100 36 40 366 • E-mail: ayzlashin@hotmail.com ayzlashin@yahoo.com ayzlashin@gmail.com

Education : • 1990 – 2003 El Nozha language schools in Heliopolis . • 2003 – 2008 Bachelor of Architecture - faculty of engineering , Ain-Shams university , Architecture department. • 2013 – 2016 Master of Science in Architecture Design and Research - faculty of engineering ,Ain-Shams university , Architecture department.


Briefing Career Qualifications : Master of Engineering, Architecture department, Faculty of Engineering, Ain-Shams University, Cairo, Egypt. • Over-all grade: Very Good. Bachelor of Engineering, Architecture department, Faculty of Engineering , Ain-Shams University, Cairo, Egypt. • Over-all grade: Good. • Graduation year: 2008. • Graduation project : Virtual Reality Valley • Graduation project grade: Very Good.

Personal skills & Competencies : • Languages : 1- Arabic - mother tongue. 2- English - fluent. 3- German - fair. • Professional Photographer for multiple companies & studios. • Graphic Designer. • Teacher Assistant at Arab Academy for Science, Technology & maritime transport.


Briefing Social skills & Competencies : • Living & working with other people in multicultural environments thanks to handiness in communicating & strong will to share different experiences. • Good relational abilities of insertion in new atmospheres of job.

Technical skills & Competencies : 1- Excellent competencies in AutoCAD . 2- Excellent competencies in 3d studio max . 3- Excellent competencies in Adobe Photoshop . 4- Good competencies in Revit Architecture. 5- Good competencies in Adobe illustrator. 6- Good competencies in Adobe in Design.

Organizational Skills & Competencies : • Ability to coordinate between different disciplines & administrate architects and activities with an excellent use of time and budget.

Other Skills : • Excellent presentation skills.


Work Experience Projects Participated in at EHAF Consulting Engineers : Design Development & Working drawings and Details for Greater Cairo Metro Line 4. Design Development & Working drawings for Ministry of Justice Building in Riyadh - K.S.A. Design Development & Working drawings for City Gate & Mivida Compounds In the 5th Settlement - New Cairo – Egypt. Design Development & Working drawings for Armed Forces Club in Nasr City. Design Development & Working drawings for Schlumberger Oil and gas services and products Workshops in Egypt. Architectural Design for the ministry of Interiors Tactic Village, Police Stations & Administration buildings.

Projects Participated in at S.A. Architects : Developing working drawings , Designing Construction Details & b.o.q. for several architectural projects ( villas – administration buildings - retail stores ).

Projects Participated in at Cube Consultants : Design the New master Plan for Greater Cairo Cairo 2050 urban Project. Working Drawings For the Renovation of the National Theater in Attaba Square, Cairo, Egypt. Design Development , Working drawings and Details & construction supervision for the Railway Stations Development Project.


W

Construction Drawings Projects Ministry of Electric and Water Resources Barwa Bank H.Q. Khrityat Masjid and Majlis Tactic Village for Combat Operations

Schlumberger Egypt Workshops Project

Greater Cairo Metro Line 4 Workshops Project Ministry of Finance in Saudi Arabia City Gate Residential Compound Egypt Railway Stations Project Teegan Residential Compound


Ministry of Electric and Water Resources Client : Qatary Ministry of Electric and water resources Location : lusail - Doha - Qatar Leed Consultant : EHAF Scope of Work : Working drawings and coordination as a senior architect


A

01-10-2017

REV.

DATE

ISSUE FOR APPROVAL

DESCRIPTION

U.D.D STAMP

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

Enquiry No. :

CONSULTANT REG. No :

99/M

Application No : GRADE :

A

CONSULTANT STAMP & SIGNATURE :

TECHNICAL MANAGER :

GRADE :

A

REGISTRATION No :

CONSULTING ENGINEERS

QEWC TOWERS ( KAHRAB TOWER ) LUSAIL CITY - MARINA COM 53

LOCATION:

LUSAIL CITY - MARINA COM 53

CLIENT: DATE:

000000

TECHNICAL MANAGER

6120

57 AL-JAZEERA ST., BIN-MAHMOUD / BEHZAD BUILDING, 6th FLOOR TEL : (974) 402037 77 / 88 / 99 FAX : (974) 402037 66 P.O. BOX1876, DOHA-QATAR www.ehaf .com

N/2017/0002775

CONSULTANT REG. No :

SUB-CONSULTANT STAMP & SIGNATURE :

Shereif Ahmed

REGISTRATION No. :

PROJECT

BY

MUNICIPALITY STAMP

QATAR ELECTRICITY & WATER CO.

03/08/2017

JOB NO.:

0321

TITLE:

NIGHT PERSPECTIVE

AERIAL PERSPECTIVE

PERSPECTIVES DRAWING NO.: DRAWN BY:

M.S./S.M. CAD FILE:

GR-006-00

SCALE:

DESIGNED BY:

H.O./M.A.

O.M.

REGISTRATION No. :

REGISTRATION No. :

SIGNATURE

SIGNATURE

4265

REVISION

@A1 CHECKED BY:

3881

A

9


N 402975.5278 E 230941.1565 1

C

Y1.2

Y1.1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

5000

Planter

SHADE ABOVE

20

21

SHADE ABOVE

AR-203-00

1

Planter

X.8

BASEMENT PARKING ENTRANCE

P

42000

W.wall

47000

PL.

5000

PL.

PL.

W.FEATURE

Planter

PL.

W.wall PL.

PL. PL. PL.

TOWER-1 T1.4 ENTRANCE

Planter

PL.

X.5 X.7

PL. PL. PL.

T1.2

X.4

PL. 1.0m

L

T1.3

PL.

PL.

PL.

W.wall

Planter

PODIUM PARKING ENTRANCE

X.6

PL.

X.8 M

X.7

DN DN

PL.

N

PL.

W.wall

10000

T1.5

X.6 T1.1

TOWER-2 ENTRANCE

K Planter

T2.9

X.5

1.0m

T1.6

15000

T1.7

J 1 2

3

TOWER-1

Planter

4

T1.7 H

19

N 403121.4988 E 230892.5049

Planter

Y.2 Y.1

Q

18

B

Y.4 Y.3

3 1

R2.2

C1.1

T2.7

T2.10 R2.4

X.4

C1.1

PL.

R2.3

Planter

T2.7

T2.6

T2.6

C2.1 T2.8 R2.1

T1.6

NOTES:

T2.4 T2.5

4

T2.3

2

C2.1

T2.7

T1.1 G

T1.5

T2.4 T2.3

1.0m

T2.6

TOWER-2

T1.2 1.0m

F

T1.3

1.0m

PL.

T1.4

PODIUM ROOF

1 2

3

T2.2

T2.1

T2.2

T2.5 T2.4

E

QND= +3.00 M ( + 0.00 M ROAD LEVEL )

T2.5

T2.1

C2.2

15 0

4

00

X.3

T2.3 R2.5 T2.10

00

PL.

T2.1 C

10 0

C2.2

T2.2

R2.6

R2.8 T2.8

Planter

R2.7 PL.

X.3

X.2 0 50 0

W.FEA TURE

D

X.1

A

01-10-2017

REV.

DATE

ISSUE FOR APPROVAL

DESCRIPTION

U.D.D STAMP

BY

MUNICIPALITY STAMP

T2.9 PL.

W.FEATURE

SHADE ABOVE

1.0m

B

PL.

X.2

RETAIL ENTRANCE

W

PL.

RETAIL PARKING DNDN ENTRANCE Planter Planter

N 403036.6818 E 231073.3011 1

1 GR-001-00

D

2

Y1.1

1

4

5

6

7

8

9

10

Y.4 Y.3

MAIN ENTRANCE

AR-201-00 11

12

13

14

15

Y.2 16

AREA STATEMENT

Planter

Planter

Planter

Y1.2 3

RE TU EA

X.1 10000

Planter

5000

A

.F

17

18

Y.1

19

20

A

N 403219.8104 21 E 231012.2602

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

Enquiry No. :

SITE DEVELOPMENT PLAN

CONSULTANT REG. No :

99/M

Application No : GRADE :

A

CONSULTANT STAMP & SIGNATURE :

N/2017/0002775

CONSULTANT REG. No :

000000

GRADE :

A

SUB-CONSULTANT STAMP & SIGNATURE :

1 : 500

TECHNICAL MANAGER :

Shereif Ahmed

57 AL-JAZEERA ST., BIN-MAHMOUD / BEHZAD BUILDING, 6th FLOOR TEL : (974) 402037 77 / 88 / 99 FAX : (974) 402037 66 P.O. BOX1876, DOHA-QATAR www.ehaf .com

PROJECT

REGISTRATION No :

CONSULTING ENGINEERS

QEWC TOWERS ( KAHRAB TOWER ) LUSAIL CITY - MARINA COM 53

LOCATION:

LUSAIL CITY - MARINA COM 53

CLIENT: DATE:

TECHNICAL MANAGER

6120

REGISTRATION No. :

QATAR ELECTRICITY & WATER CO.

03/08/2017

JOB NO.:

0321

TITLE:

SITE DEVELOPMENT PLAN / POLICY PLAN & AREA STATEMENT SCALE: DRAWING NO.: 1 : 500 @A1 GR-001-00 DRAWN BY:

M.S./S.M.

POLICY PLAN

DESIGNED BY:

H.O./M.A.

CHECKED BY:

O.M.

CAD FILE:

REGISTRATION No. :

REGISTRATION No. :

REVISION

SIGNATURE

SIGNATURE

4265

3881

A

10


30

11


N 403121.4988 E 230892.5049 1

2

4

5

6

7

8

9

10

11

12

13

14

15

9000

9000

9000

9000

9000

9000

9000

19

20

21

B

9000

6000

3500

3500

6000

1800

MECH. RM.

VENT. SHAFT

VENT. SHAFT

MECH. RM.

MECH. PLENUM

9000

7950

1050

7950

1050

7950

1050

1050

7950

1050

7950

1050

7950

1050

325

5300

24175

5150

1050

7950

8625

7950

14805

MECH. RM.

15 00

775

R

00 15

MECH. PLENUM

9000

42000

R

7950

7950

3300

950

7950

7950

ELECT. RM.

7950

5055 14300

2650 800 925

13650

7950

7950 775

1575 7925

7950

4650

3575

3575

5300

5300

3250 2650 5000

3200

1350

1425

6045

7950

7950 5300

5300

530

530

2650 1100 6100

2650

7675

10825

3625

20080

7950

7950 2650

6800

1270

1270

1800 1400

975

975 2650

2650

1125 6250

11275

7950

7950

2275

2275

1800 1800

1800 1800 2230

8825 3150

3500 25 00

2425

7375

T2.3

2650

LIFT

4200

21775

750

7950

1045

7950

1050

7950

1875

00 65

CORR.

2650

1500

5025

TECHNICAL MANAGER :

X.1

R2.7 T2.9

X.3

7950

1250

5300

3600

7950

3

775

5300

3410

DRIVEWAY

5800 1050

7950

1050

7950

1050

7950

3470

2650

STAIR-08

R1 410 0

LOCATION:

31200

DN UP

VENT. SHAFT

VENT. SHAFT

VENT. SHAFT

VENT. SHAFT VENT.

X.1

VENT. SHAFT SHAFT VENT.

5500 SHAFT

TRANSFORMER ROOM

6700 SHAFT

1900

1800

-5.85 FFL

VENT. SHAFT

MV ROOM

-3.45 FFL

5600

36100

10000

1800 1175 1900

2525

LV ROOM

17500

4000

5000

Y.4

Y.3

N 403036.6818 E 231073.3011

1

1 AR-103-00

D

3

4

5

6

BASEMENT-1 FLOOR OVERALL PLAN 1 : 300

7

8

9

10

11

12

13

14

15

16

17

18

Y.1

19

QATAR ELECTRICITY & WATER CO.

03/08/2017

20

21

A

0321

BASEMENT-1 FLOOR OVERALL PLAN

DRAWN BY:

N 403220.0950 E 231012.1653

JOB NO.:

TITLE:

DRAWING NO.:

Y.2

Y1.2

Y1.1 2

CONSULTING ENGINEERS

LUSAIL CITY - MARINA COM 53

CLIENT: DATE:

VENT. SHAFT

REGISTRATION No :

QEWC TOWERS ( KAHRAB TOWER ) LUSAIL CITY - MARINA COM 53

LOBBY

X.2

TECHNICAL MANAGER

6120

57 AL-JAZEERA ST., BIN-MAHMOUD / BEHZAD BUILDING, 6th FLOOR TEL : (974) 402037 77 / 88 / 99 FAX : (974) 402037 66 P.O. BOX1876, DOHA-QATAR www.ehaf .com

PROJECT

4900

3365

Shereif Ahmed

REGISTRATION No. :

0 500

4650

7950

500MM HIGH BLOCK UPDSTAND

MECH. RM.

1

1800

T2.8 00 10

7950

A

X.2

-5.85 FFL

AR-509-01

VENT. SHAFT

00 100

ETS ROOM

MECH. RM.

2000

A

T2.10

R2.6

8175

ELECT. RM.

3300

C2.2

R2.8

950

GRADE :

R2.5

MECH. RM.

GSM ROOM -T2

AR-303-00

SERVICE LIFT

000000

SUB-CONSULTANT STAMP & SIGNATURE :

9450

T2.1

6700

R

6000

8300

7100

1050

FIRE TANK PUMP ROOM

00

TELECOM ROOM-T2

2650

SMOKE 5175 STOP LOBBY

GARBAGE RM.

FIRE TANK

POTABLE WATER TANK

R

GARBAGE RM.

T2.2

7940

5300

PR.S

STAIR-05

3100

5050

7950

FIRE TANK

5425

4700

3650

3200

POTABLE WATER TANK

-5.85 FFL

VENT. SHAFT

1060

2650

20 00 R

1735

00 10 R

4200

7250

9000

1300

9000

7950

CONSULTANT REG. No :

X.3

00 150

C2.2

9000

7950

9300

1000

A

STAIR-04

0 2981

7950

T2.1

5000

N/2017/0002775

Application No : GRADE :

9000

970

99/M

CONSULTANT STAMP & SIGNATURE :

STORE

6300

CONSULTANT REG. No :

IDF RM.

5400

2650

DRIVEWAY

P.W. PUMP RM.

B

3030

0 00

2650

R2

7950

3200

00 28

LIFT 7950

3100 5475 3460 3800 3100 2215

2350

3650

6000 1835 3000 2000 7500 1475

9000

3000

9000 9000 9000 6000

R 2500

590 2650

LIFT LOBBY

T2.1

MECH. PLENUM

7700

FIRE FIGHTING LOBBY

-5.85 FFL

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

Enquiry No. :

5800

T2.4

6000

AR-303-00

SERVICE LIFT

T2.2

SHAFT

2265

6900

SHAFT

CORR.

4800

DRIVER TOILET

STORE 00 JANITOR 69

3300

9300

T2.2

STORE

T2.5

4

AR-302-00

R 10

MECH. RM.

T2.3

-5.85 FFL

STORE

4700

2

DISABLED TOILET

DRIVEWAY

R 3000

T2.4

8000

RETAIL 13

T2.3

4100

STORE

2300

2650

CORR.

2650 775

C

6900

4100

ELECT. RM.

T2.5

SERVICE LIFT 1100

6900

T2.6

BY

775

TOILET LOBBY

8600

1050

8000

SERVICE LIFT

4900

DESCRIPTION MUNICIPALITY STAMP

T2.4

7950

T1.4

00 12

7950

5800

CORR.

3200

1050

GARBAGE RM.

3000

T2.7

LOBBY

FIRE FIGHTING LOBBY

STAIR-03

7950

6300

C2.1

ISSUE FOR APPROVAL

AR-303-00

5

CORR.

R

1200

1050

0 1050

775

1199

3000

7950

7950

5600

-5.85 FFL

R2.1

DATE

4

T2.5

MECH. RM.

3000

D

T2.6

C2.1

01-10-2017

REV.

U.D.D STAMP

5000

T2.8

A

T2.6

R2.2

5400

ENTRANCE LOBBY

T2.7

4395

PANORAMIC ELEVATOR

MECH. RM.

SERVICE LIFT

T2.10 R2.4

2800

1250

STORE

RECEIVING LOBBY

2600

T1.5

JANITOR STORE PRAYER RM. LOBBY

3010

T2.7

MECH. RM.

3000

7950

12 00

FEMALE TOILET & ABLUTION

T1.3

RETAIL 12

00 30

JANITOR

5520

4030

T1.6

VENT. SHAFT

4770

2800

LOADING RECEIVING STORE

-5.85 FFL

VENT. SHAFT 700

2650

R2.3 RACK ROOM

X.4

VENT. SHAFT

DRIVEWAY

3300

5300

195

2255

R

FEMALE PRAYER ROOM

3900

T1.2

LOADING AREA

R 738

STORE

UNPACKING STORE

00 52

2500

T2.9

8875

ENTRANCE LOBBY

VENT. SHAFT

7950

X.4

00 54

6000

R 10 00

E

.7 9°

VENT. SHAFT

1800

AR-303-00

X.5

8675

3.5 0° PRAYER RM. LOBBY

45

2500

00 19

85 47

3

9330

00 17

1355

1

00 11 00 12

00 23

00 14

97

12

UP

GARBAGE RM.

9400

MALE PRAYER ROOM

MALE TOILET & C1.1 ABLUTIONC1.1

IDF RM.

00 22

FEMALE TOILET

LOADING SECURITY RM.

ELECT. RM.

CORR.

STORE

T1.1

AR-302-00 MECH. PLENUM

STAIR-02

SECURITY RM.

STORE

STORE

00 14

2500

VENT. SHAFT

MECH. RM.

F

SMOKE STOP LOBBY

7950

VENT. SHAFT

SERVICES CORRIDOR

SERVICE LIFT

1050

1800

G

7950

1800

VENT. SHAFT

31250

2100

VENT. SHAFT

LIFT PIT

LIFT PIT

00 53

T1.7

VENT. SHAFT

1800

H

142

STORE 00 29

3000

VENT. SHAFT

° .79

00 11

00 30

STORE

VENT. SHAFT 00

1800

00 38

1050

J

8875

T1.7

00 39

UP

3750

SERVICE LIFT

SERVICE LIFT

SMOKE STOP LOBBY

CCTV ROOM

MECH. RM.

00 25

7950

GARBAGE RM.

STAIR-01

00 24

CORR.

155.73°

3050

1000

1600

50 47

00 14

MALE TOILET

STORE

SHAFT

X.6

5975

STORE

MECH. RM.

GENERATOR ROOM

R 1200

00 23

172.21°

STORE

T1.6

AR-302-00

T1.1

5025

STORE

MECH. RM.

1

GSM ROOM -T1

2300

ELECT. RM.

50 35

1

SHAFT

EXHAUST SHAFT

SHAFT 4100

2100

3335

STORE

TELECOM ROOM-T1

STORE

CORR. SHAFT

900

3105

15000

10750 2775

X.7

VENT.

0 2790

9000

STORE

STORE

VENT. SHAFT 5250 SHAFT

X.5

1800

T1.5

7950

7950

MECH. PLENUM

AR-301-00

VENT. SHAFT 5400

2600

00 34

6535

6335

K

5700

T1.2 6335

MECH. RM.

10000

1500

TOTAL NUMBER OF PARKING = 294 + 6 H.C =300 MECH. PLENUM

9000

STORE

VENT. SHAFT

1680

2500

STORE

VENT. SHAFT VENT. SHAFT

-5.85 FFL

4000

5945

T1.4

STORE

8775

9300

9000

MECH. RM.

8925

MECH. RM.

2200

CONTROL RM.

R

2650 1200

1200

L

4700

EXHAUST SHAFT

VENT. SHAFT

VENT. SHAFT

1800

7950

4000

T1.3

5400

VENT. SHAFT

2650

AR-302-00

X.6

X.8 725

5400

2

00

DIESEL TANK

7950

800

15

UP

5310

7950

R

M

DRIVEWAY

DRIVEWAY

12400

7950

5875

1050

1050

7950

7950

1050

375

7950

1050

1050

7950

7950

1150

1050

9000

7950

1050

00 15

5300

47000

X.7

545

R

1425

3

7950

N

X.8

AR-508-01

MECH. RM.

9000

MECH. PLENUM

5300

2650

00 21

00 15

7950

9000

4345

R

15 00

5000

9000

7950

R

R VENT. SHAFT

7950

9000

VENT. SHAFT

7950

DRIVEWAY

8900

5800

9000

VENT. SHAFT

STAIR-07

EQUIPMENT STORE

1800

2650 1050

7950

6000

6300

9000

9000

17525 9000

Y.1

9000

LOBBY

7950

9000

18

6300

MECH. RM.

9400

MECH. PLENUM

4900

1795

7950

P

9000

2500

VENT. SHAFT

LOBBY

9000

Y.2 1800

STAIR-06

9000

1800

9000

5000

9000

VENT. SHAFT

Q

17

9000

Y.3 9000

VENT. SHAFT

16 Y.4

1800

C

3

Y1.2

Y1.1

6690

N 402975.5278 E 230941.1565

M.S./S.M. CAD FILE:

AR-103-00

SCALE:

DESIGNED BY:

H.O./M.A.

@A1

O.M.

REGISTRATION No. :

REGISTRATION No. :

SIGNATURE

SIGNATURE

4265

REVISION

1 : 300

CHECKED BY:

3881

A

12


N 403121.4988 E 230892.5049 1

N 402975.5278 E 230941.1565

2

C

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

Y1.2

Y1.1

B

Y.4

5000

Y.3

Planter

Planter

Y.2 PARKING

SHADE ABOVE

Y.1

SHADE ABOVE STEEL METAL GRATING

Q AR-203-00

1

PARKING

Planter

X.8

4

W.wall

P

AR-508-01 X.7

47000

PL.

PARKING

PARKING

DN UP

PL. N

PL.

W.FEATURE

Planter

PARKING

PL.

WATER FEATURE

W.wall

RAMP TO BASEMENT

PL.

PL.

PL.

PL.

STEEL METAL GRATING

AR-302-00

X.7

1

T1.3 T1.4

PL. PL.

AR-507-01

PL.

T1.2

L 10000

PL.

EXIT CORR.

K

CORR. DISABLED TOILET

J 3 1 2

Planter

3 1

TOWER-1 LIFT LOBBY

3 AR-303-00

FIRE T1-ZA-01 FIGHTING LOBBY

F&B 01

T2.7 X.5

T1.7

TOWER-2 MAIN ENTRANCE

ENTRANCE LOBBY

EXIT CORR.

T1.6

T2.5

R2.1

RETAIL 06

C2.1

GARBAGE WATER RM. METER

FROM GF TO B1

T1.4

T2.5

FROM GF TO P1

T2-ZA-06

T2-ZA-05

RETAIL 05

WATER METER

ENTRANCE LOBBY

PR.S

F.F

4

CORR.

LO.PR

T2.3

MALE TOILET

T2.1

CORR.

RETAIL 01

Planter

C2.2

T2.2

RETAIL 02

DISABLED TOILET

T2.8

X.1

PROJECT

PLANTER

STEEL METAL GRATING

W

PL.

EA .F

TU

RE

LOCATION:

DN UP

AR-509-01

1 AR-104-00

1

GROUND FLOOR OVERALL PLAN 1 : 300

7

8

0321

GROUND FLOOR OVERALL PLAN DRAWING NO.:

MAIN ENTRANCE

Y.2

AR-201-00 6

JOB NO.:

Y.3

Y1.2 5

03/08/2017

Y.4

Planter

Planter

5000

Planter

DATE:

TITLE:

N 403036.6818 E 231073.3011

4

Planter

PARKING

10000

Planter

QATAR ELECTRICITY & WATER CO.

X.1

2

RAMP TO BASEMENT

CONSULTING ENGINEERS

LUSAIL CITY - MARINA COM 53

CLIENT: A

REGISTRATION No :

QEWC TOWERS ( KAHRAB TOWER ) LUSAIL CITY - MARINA COM 53

SHADE ABOVE

X.2

3 2 1

TECHNICAL MANAGER

6120

57 AL-JAZEERA ST., BIN-MAHMOUD / BEHZAD BUILDING, 6th FLOOR TEL : (974) 402037 77 / 88 / 99 FAX : (974) 402037 66 P.O. BOX1876, DOHA-QATAR www.ehaf .com

3 PL.

MAIN ENTRANCE LANDSCAPE FEATURES

SECURITY RM.

3

A

0 500 PARKING

AR-303-00

SERVICE LIFT

STORE

Planter

T2.9

Shereif Ahmed

REGISTRATION No. :

R2.7

PL.

X.3

X.2

PL. R2.6

W.FEATURE

W.FEATURE

00 100

TECHNICAL MANAGER :

F&B 05

R2.8

T2.1

STAIR-05

LOBBY

Y1.1

GRADE :

X.3

00 150

C2.2

T2.10

GARBAGE RM.

2

000000

SUB-CONSULTANT STAMP & SIGNATURE :

SHAFT

RETAIL 03

?

Planter

D

CONSULTANT REG. No :

FEMALE IDF RM. TOILET

STAIR-04

SHAFT

FEMALE TOILET

1

A

CONSULTANT STAMP & SIGNATURE :

W.FEA TURE

CORR.

ENTRANCE LOBBY

Planter

N/2017/0002775

Application No : GRADE :

AR-303-00

D

PL.

99/M

R2.5 MALE TOILET

B

CONSULTANT REG. No :

SHAFT

STAIR-12

C

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

Enquiry No. :

T2-ZB-03

DISABLED TOILET SHAFT

SERVICE LIFT

FIRE FIGHTING LOBBY

T2.4 LIFT

SERVICE LIFT CORR.

4

T2.2

TOWER-2 LIFT LOBBY

T2-ZA-04

RETAIL 04

3 1 2

T2-ZB-01 T2-ZA-03 T2-ZA-02 T2-ZA-01

AR-302-00 F&B 03

1

SERVICE LIFT

T2-ZB-04

2

E

T2.3

FIRE FIGHTING LOBBY

STAIR-11

PL.

BY

4

SERVICE LIFT

FROM B1 TO GF

T1.3

DESCRIPTION MUNICIPALITY STAMP

T2-ZB-02

T2.6

FROM GF TO B1

FROM B1 TO GF

AR-302-00

ELECT. RM.

CORR.

T1.5

PANORAMIC ELEVATOR

T1.2

1

F

STAIR-03

PR.S VENT. P.S CHUTE SHAFT

T2.7

T1.1

F&B 04

ISSUE FOR APPROVAL

T2.4

RWS LO.PR CH.W

STAIR-10 FROM P1 TO GF

F&B 02

DATE

AR-303-00

FCC.RM

2

1

01-10-2017

C2.1

T2.8

RETAIL 07

CORR.

AR-204-00

RECEPTION & LOUNGE

?

IDF RM.

G

A

REV.

U.D.D STAMP

FEMALE TOILET

4

T2.6

RETAIL 08

X.4 C1.1 C1.1

WATER METER

Planter

R2.2

RETAIL 09 ?

ELECT. RM.

TOWER-2 MAIN ENTRANCE T2.10

CORR.

R2.4

STORE T1-ZA-04

T2.9 R2.3

SERVICE LIFT

STAIR-01

SERVICE LIFT

T1-ZA-05

T1-ZA-02

STAIR-02

PL.

H

T1-ZA-03

SERVICE LIFT

T1.7

X.6

W.FEATURE

RETAIL 10 FIRE FIGHTING LOBBY

T1-ZA-06

GARBAGE RM.

AR-302-00

STAIR-09

CORR.

STORE

W.wall

T1.1

MALE TOILET

T1.6 15000

X.4

PL.

?

RECEPTION AREA

Planter

PL.

1

DN UP

T1.5

4

TOTAL NUMBER OF PARKING = 80

Planter

PL.

X.5

2

PL.

PL.

PL.

W.wall

Planter

M

X.6

PL.

X.8

AR-202-00

5000

42000

PL.

9

10

11

12

13

14

15

16

17

18

Y.1

19

20

21

N 403220.0950 DRAWN BY: E 231012.1653

A

M.S./S.M.

AR-104-00

SCALE:

DESIGNED BY:

H.O./M.A.

1 : 300

@A1

CHECKED BY:

O.M.

CAD FILE:

REGISTRATION No. :

REGISTRATION No. :

REVISION

SIGNATURE

SIGNATURE

4265

3881

A

13


1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

Y1.2

Y1.1

Y.4

5000

Y.3

Y.2

Y.1

Q AR-203-00

1

X.8

P X.7

47000

5000

N X.6

X.8

2

M

X.5

AR-302-00 X.7

T1.3 T1.4 T1.2

K

OPEN TO BELOW

T1.6

CORR.

GARBAGE RM. STORE

AR-301-00

T1.7

STAIR-02

STAIR-01

3 AR-303-00

SHAFT

RETAIL 11

+6.95 FFL

ELECT. RM.

R2.3

CORR.

C1.1 C1.1

STORE

T2.5

R2.1

T2.4 FACILTY MANAGEMENT

MECH. RM.

C2.1 RETAIL 01

CHUTE

T2.7

T1.1

AR-204-00

STAIR-03

GARBAGE RM.

WATER METER

STAIR-10

T1.5

ELECT. RM.

T2.3

AR-303-00

T2.2

T1.4

DISABLED TOILET

T2.5 RETAIL 07 RETAIL 06

AR-302-00

4

STAIR-11

AR-303-00

SERVICE LIFT STORE

CORR.

LIFT LOBBY

T2.3

WATER METER

CORR.

SERVICE LIFT

T2.4

000000

GRADE :

A

SUB-CONSULTANT STAMP & SIGNATURE :

X.3

00 150

C2.2

R2.5

MALE TOILET

T2.10

RETAIL

TECHNICAL MANAGER :

X.2

C2.2

NURSING ROOM

R2.8

T2.1

T2.8 C

X.1

R2.7 T2.9

STAIR-05

X.3

3

PROJECT

LOCATION:

X.2

DATE: X.1

CONSULTING ENGINEERS

LUSAIL CITY - MARINA COM 53

CLIENT:

A

REGISTRATION No :

QEWC TOWERS ( KAHRAB TOWER ) LUSAIL CITY - MARINA COM 53

+6.95 FFL

B

TECHNICAL MANAGER

6120

57 AL-JAZEERA ST., BIN-MAHMOUD / BEHZAD BUILDING, 6th FLOOR TEL : (974) 402037 77 / 88 / 99 FAX : (974) 402037 66 P.O. BOX1876, DOHA-QATAR www.ehaf .com

AR-303-00

SERVICE LIFT

Shereif Ahmed

REGISTRATION No. :

0 500

R2.6

FEMALE TOILET

SMOKE STOP LOBBY

CONSULTANT REG. No :

IDF RM.

DISABLED TOILET

GARBAGE RM.

A

STAIR-04

T2.2

RETAIL 03

N/2017/0002775

Application No : GRADE :

FEMALE TOILET

LIFT

LIFT

RETAIL 05 RETAIL 04

MALE TOILET

99/M

CONSULTANT STAMP & SIGNATURE :

T2.1

CORR.

2

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

Enquiry No. :

CONSULTANT REG. No :

+6.95 FFL

T1.3

D

1

TOWER-2 LIFT LOBBY

LOBBY

RETAIL 02

+6.95 FFL

FIRE FIGHTING LOBBY

CORR.

T1.2

STAIR-12

SERVICE LIFT

4

T2.6

+6.95 FFL

ATRIUM

+6.95 FFL

E

BY

T2.8

?

F

DESCRIPTION MUNICIPALITY STAMP

C2.1

VOID MALE TOILET

T1.6

MAIN CORRIDOR

DATE

U.D.D STAMP

R2.2

STORE

1

REV.

ISSUE FOR APPROVAL

X.4

WATER METER

G

01-10-2017

RETAIL 10

RETAIL 09

SHAFT

T2.6

R2.4

GARBAGE RM.

IDF RM.

H

T2.10

CORR.

STORE

SERVICE LIFT

A

T2.9

AR-507-01

+6.95 FFL

SERVICE LIFT

T1.7

T2.7

2

X.5

STAIR-09

PR.S

TOWER-1 LIFT LOBBY

MEP

1

FIRE FIGHTING LOBBY

SERVICE LIFT

CORR.

J

X.6

AR-302-00

STORE

DISABLED TOILET

15000

DN DN UP

JANITOR

1 T1.1

X.4

NURSING ROOM

FEMALE TOILET

T1.5

AR-202-00

L

QATAR ELECTRICITY & WATER CO.

03/08/2017

JOB NO.:

0321

TITLE:

PODIUM-1 FLOOR OVERALL PLAN 5000

Y.4

DRAWING NO.:

Y.3

Y1.2

Y1.1 1

1 AR-105-00

2

1

3

5

PODIUM-1 FLOOR OVERALL PLAN 1 : 300

Y.2

AR-201-00 4

6

7

8

9

10

DRAWN BY:

11

12

13

14

15

16

17

18

Y.1

19

M.S./S.M. 20

21

AR-105-00

SCALE:

DESIGNED BY:

H.O./M.A.

1 : 300

@A1

CHECKED BY:

O.M.

CAD FILE:

REGISTRATION No. :

REGISTRATION No. :

REVISION

SIGNATURE

SIGNATURE

4265

3881

A

14


2

T1.5

T1.4

AR-302-00

T1.6

T1.3

DISABLED TOILET

T1.2 MEP

VENT.

CORR.

GARBAGE RM. 2200

1600

TOI.

OFFICE-01

4200

+36.40 FFL

PANTRY

T1-ZA-08

AR-501-01

+36.40 FFL

SMOKE STOP LOBBY

SHAFT

6

PR.S

2400

1200

TOI.

LOBBY

1800

CORR.

3000

T1-ZA-04

PANTRY

AR-501-01

TOI.

2500

6

TOI.

1600

1300

T.LOBBY

1200

2200

CORR.

2500

1550

MEP

1050

CHUTE

SHAFT

CH.W

2140

+36.40 FFL

2200

OFFICE-04

1050

400

MEP

1400

T1.7

STAIR-01

+36.40 FFL

T1-ZA-02

T1-ZA-07

T1-ZA-06

PR.S

1

T.LOBBY 1300

1600 1200

1200

TOI.

PANTRY 2200

CORR.

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

CONSULTANT REG. No :

99/M

1900

1200

N/2017/0002775

Application No : GRADE :

A

CONSULTANT STAMP & SIGNATURE :

1900

3800 2700

WATER METER

ELECT. RM.

CONSULTANT REG. No :

000000

GRADE :

A

SUB-CONSULTANT STAMP & SIGNATURE :

IDF RM.

400

TOI.

P.S

1100

1050

TOI.

1700

CORR.

1800

LOBBY

BY

AR-302-00

Enquiry No. :

4200 1400

2200

1600

TOI.

T1-ZA-05 1100

2500

T1-ZA-01 2400

PANTRY

DESCRIPTION MUNICIPALITY STAMP

1200

SHAFT

SMOKE STOP LOBBY

1400

SHAFT

T1.1

SHAFT 2700

+36.30 SSL

PR.S

DATE

5700

TOWER-1 LIFT LOBBY

SERVICE LIFT

AR-302-00

+36.40 FFL

REV.

ISSUE FOR APPROVAL

SERVICE LIFT T1-ZA-03

STAIR-02

10100

SHAFT

5700

PR.S

T1.1

01-10-2017

U.D.D STAMP

2600

1

A

MEP

T1.2

MEP

OFFICE-02 +36.40 FFL

OFFICE-03 +36.40 FFL

C1.1

T1.7 TECHNICAL MANAGER :

Shereif Ahmed

57 AL-JAZEERA ST., BIN-MAHMOUD / BEHZAD BUILDING, 6th FLOOR TEL : (974) 402037 77 / 88 / 99 FAX : (974) 402037 66 P.O. BOX1876, DOHA-QATAR www.ehaf .com

PROJECT

T1.6

CONSULTING ENGINEERS

LUSAIL CITY - MARINA COM 53

CLIENT: DATE:

REGISTRATION No :

QEWC TOWERS ( KAHRAB TOWER ) LUSAIL CITY - MARINA COM 53

LOCATION:

T1.3

TECHNICAL MANAGER

6120

REGISTRATION No. :

QATAR ELECTRICITY & WATER CO.

09/07/2017

JOB NO.:

0321

TITLE:

TOWER-1 2ND FLOOR PLAN 1 AR-T1-102-00

TOWER-1 2ND FLOOR PLAN 1 : 100

T1.4

T1.5

2 AR-302-00

DRAWING NO.:

AR-T1-102-00

DRAWN BY:

M.S./S.M.

SCALE:

DESIGNED BY:

H.O./M.A.

1 : 100

@A1

CHECKED BY:

O.M.

CAD FILE:

REGISTRATION No. :

REGISTRATION No. :

REVISION

SIGNATURE

SIGNATURE

4265

A

3881

15


X.4

T2.7

18

T2.6

T2.5

T2.4 19

T2.3

T2.2

T2.1

X.3

PROJECT NAME AND LOCATION

QEWC TOWERS LUSAIL CITY - MARINA COM 53 ( KAHRAB TOWER )

4 AR-303-00

NORTH

54000

10500

5800

8000

4100

4100

8000

5800

7700

Kib

PIN NO.

69060093

PLANING NO.

lah

KEY PLAN TOWER-2 OFFSET LINE TOWER-2

OFFSET LINE

17

DN

DN

DN

DN

Y.3

R2.5

R2.4

DN

DN

.0 35

35 .00 °

16

DN

F.H.C

WD13

WD13 100

810 650

2000 1200 1150

1600

3200 1500

WASH

4400

CORR.

PANTRY

650

7600

4400

R2.7

3300

SD01

2050

1050

AC01

2050

9 AR-504-01

Rev-00

DETAILED DESIGN

ISSUE

DESCRIPTION

JANUARY 2018

DATE

H.O/M.A

O.M

M.I

DRAWN CHECK. QA/QC

OWNER

BY TENANT

750

815

+63.35 F.F.L

AC01

F.H.C

WD05

WD04

14

TOI.

1100

650

810

2850

AC01 SD06

TOI.

1200 1175 1125 1200

SD07

GARBAGE CHUTE

AC01

TOI.

SD07

1700 2100

1400

BY TENANT

1200

AC01

1125

R2.2

WASH

AC01

2800

1200

TOI.

TOI.

30.00°

1100

1200 1000

1175

2100

1200

TOI.

CORR.

1350

PANTRY

AC01 PG

4900

AC01

Y.1

3 AR-303-00

1300

2300

MECH. 1200

AC01

400

TOI.

ELEC.

1300

WASH

800 800

AC01

BY TENANT

AC01

AC01 2800

1200

TOI.

30.00°

WASH

4500

1700 1700

1200

+63.35 F.F.L

BY TENANT

WD04

1200

TOI.

R2.6

2300

2100 2100

1200

+101.85 F.F.L

AC01

15

MECH.

2000

650 650

1500

1200

1000

1125

1100

1600

SD01

1150

CORR.

150

3200

PANTRY

800

AC01

1200

3050 700

TOI.

3000

F.H.C

1550

K

AC01

SD07

4000

1125

3000

BY TENANT

R2.3

1550

AR-303-00

0° 5.0 10

AC01

3200 810

7600

1800 1800

1600

Y.2 3

ELEC.

WD04

WD05 4400

ELEC.

PROJECT MANAGEMENT\ CONSTRUCTION MANAGEMENT

WD13

.0 35

35 .00 °

WD13

F.H.C

C2.2

C2.1

R2.8

R2.1

LEAD CONSULTANT 57 AL-JAZEERA ST., BINMAHMOUD / BEHZAD BUILDING, 6th FLOOR TEL: (+974) 4020 37 77 / 88 / 99 FAX : (+974) 4020 37 66 P.O BOX1876, DOHA, QATAR. W W W .EHAF.COM

PROJECT DESCRIPTION

3 BASEMENTS+ GROUND + 6 PODIUM + TOWER-1 ( 21 FLOORS + ROOF + MECH ) + TOWER-2 ( 37 FLOORS + ROOF + MECH )

13

DRAWING TITLE

J

10500

5800

8000

4100

4100

8000

5800

TOWER-2 9TH FLOOR PLAN

7700

DRAWING NO.:

54000

PART

AR-T2-109-00 DRAWN BY:

4

H

1 AR-T2-109-00

G 9TH FLOOR PLAN F TOWER-2 1 : 100

AR-303-00

CHECKED BY:

H.O/M.A/E.P/S.M/A.A

E

D

C

VERIFIED BY:

SCALE:

H.H

1 : 100

FILE NAME:

O.M APPROVED BY:

Designer

@A1

AR-T2-109-00

-STAGE:

REVISION:

WD

Rev-00

PLOT DATE:

JAN.2018 PROJECT NO.:

321

16


13

14

15

16

17

18

19

HIGHEST POINT +199.50 m SSL

7100

MC1

T2_PARAPET

T1_6th FLOOR +51.80 m FFL T1_5th FLOOR +47.95 m FFL T1_4th FLOOR +44.10 m FFL T1_3rd FLOOR +40.25 m FFL T1_2nd FLOOR +36.40 m FFL 1st FLOOR +32.55 m FFL 6th PODIUM +28.70 m FFL 5th PODIUM +24.85 m FFL 4th PODIUM +21.00 m FFL 3rd PODIUM +17.15 m FFL 2nd PODIUM +13.30 m FFL

1st PODIUM

TOWER-1 LIFT LOBBY

ELECT. RM.

OFFICE-02

TOWER-1 LIFT LOBBY

ELECT. RM.

OFFICE-02

OFFICE-01

OFFICE-02

OFFICE-01

OFFICE-04

TOWER-1 LIFT LOBBY

ELECT. RM.

OFFICE-02

OFFICE-02

OFFICE-04

PR.S

OFFICE-04

PR.S

TOWER-1 LIFT LOBBY

ELECT. RM.

OFFICE-04

PR.S

TOWER-1 LIFT LOBBY

ELECT. RM.

PR.S

TOWER-1 LIFT LOBBY

ELECT. RM.

OFFICE-04

PR.S

OFFICE-04

PR.S

OFFICE-04

OUTDOOR AREA

29.55 T.O.P.

PR.S

OFFICE-04 MALE GYMNASIUM

STORE

STORE

MECH. RM.

STORE

MECH. RM. MECH. RM.

MECH. RM.

RETAIL 01

6000

6350

4100 3600

VENT. SHAFT

6000

F&B 01

STORE STORE

STORE

MANAGER

STORE

ARCHIVE

STORE

ELECT. RM.

PR.S

LIFT

TOWER-1 LIFT LOBBY

PR.S

LIFT

TOWER-1 LIFT LOBBY

ELECT. RM. LIFT

ELECT. RM.

LIFT

ELECT. RM.

TOWER-1 LIFT LOBBY

PR.S

TOWER-1 LIFT LOBBY

PR.S

TOWER-1 LIFT LOBBY

PR.S

LIFT PIT SERVICES CORRIDOR

OFFICE-02

OFFICE-02

OFFICE-02

PANORAMIC ELEVATOR

FOOD COURT PODIUM-05 OFFICE & PARKING

VOID

ELECT. RM.

PODIUM-02 OFFICE & PARKING

TOWER-1 STORE LIFT LOBBY

ELECT. RM. ELECT. RM.

VOID

MAIN CORRIDOR

RETAIL 10 PANORAMIC ELEVATOR

PANORAMIC ELEVATOR

VOID

ENTRANCE LOBBY

22100 OFFICE-03

TOWER-2 LIFT LOBBY

OFFICE-03

TOWER-2 LIFT LOBBY

OFFICE-03

TOWER-2 LIFT LOBBY

OFFICE-03

OFFICE-01

TOWER-2 LIFT LOBBY

OFFICE-03

OFFICE-01

TOWER-2 LIFT LOBBY

OFFICE-03

OFFICE-01

TOWER-2 LIFT LOBBY

OFFICE-03

TOWER-2 LIFT LOBBY

ATRIUM

OFFICE-03

TOWER-2 LIFT LOBBY

OFFICE-03

TOWER-2 LIFT LOBBY

?

TOWER-2 LIFT LOBBY

LOUNGE CORR.

BUSSINESS CENTER 03

TOWER-2 LIFT LOBBY

CORR.

OFFICE-03

TOWER-2 LIFT LOBBY

CORR.

OFFICE-03

TOWER-2 LIFT LOBBY

CORR.

FEMALE TOILET

TOWER-2 LIFT LOBBY

CORR.

LIFT

LOBBY

PODIUM-04 OFFICE & PARKING

FEMALE TOILET

PODIUM-03 OFFICE & PARKING

FEMALE TOILET

PODIUM-02 OFFICE & PARKING

FEMALE TOILET

MAIN CORRIDOR

OFFICE-03

TOWER-2 LIFT LOBBY

?

VOID

STORE TOWER-1 STORE LIFT LOBBY

TOWER-2 LIFT LOBBY

OFFICE-01

OFFICE-02

ELECT. RM.

STORE

OFFICE-03

OFFICE-01

OFFICE-01

VOID

PR.S

TOWER-2 LIFT LOBBY

OFFICE-01

PODIUM-04 OFFICE & PARKING

PR.S

OFFICE-03

OFFICE-01

MC1

PODIUM-03 OFFICE & PARKING

ELECT. RM.

TOWER-2 LIFT LOBBY

OFFICE-01

ELECT. RM.

ELECT. RM.

LIFT PIT

MC1

LIFT CORR.

TOWER-2 LIFT LOBBY

LOBBY

TOWER-2 LIFT LOBBY

RECEPTION & LOUNGE

CORR.

CORR.

CORR.

4750 5000 4100 3850 3850 3850 3850 3850 3850 3850 3850 3850 3850 3850 3850 3850 3850 3850 3850 6000 3850

OFFICE-03

OFFICE-03

STORE

STORE

CORR.

CORR.

STORE CORR.

OFFICE-03

OFFICE-03

T2_UPPER ROOF +187.15 m SSL T2_MECH. FLOOR +182.40 m FFL T2_ROOF FLOOR +177.40 m FFL T2_37th FLOOR +173.30 m FFL T2_36th FLOOR +169.45 m FFL T2_35th FLOOR +165.60 m FFL T2_34th FLOOR +161.75 m FFL T2_33rd FLOOR +157.90 m FFL T2_32nd FLOOR +154.05 m FFL T2_31st FLOOR +150.20 m FFL T2_30th FLOOR +146.35 m FFL T2_29th FLOOR +142.50 m FFL T2_28th FLOOR +138.65 m FFL T2_27th FLOOR +134.80 m FFL T2_26th FLOOR +130.95 m FFL T2_25th FLOOR +127.10 m FFL T2_24th FLOOR +123.25 m FFL T2_23rd FLOOR +119.40 m FFL T2_22nd FLOOR +115.55 m FFL T2_21st FLOOR +111.70 m FFL

A

01-10-2017

REV.

DATE

+107.85 m FFL T2_19th FLOOR

BY

MUNICIPALITY STAMP

T2_18th FLOOR +98.00 m FFL T2_17th FLOOR +94.15 m FFL T2_16th FLOOR +90.30 m FFL T2_15th FLOOR. +86.45 m FFL T2_14th FLOOR +82.60 m FFL T2_13th FLOOR +78.75 m FFL T2_12th FLOOR +74.90 m FFL T2_11th FLOOR

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

Enquiry No. :

99/M

CONSULTANT REG. No :

T2_10th FLOOR

CONSULTANT STAMP & SIGNATURE :

+67.20 m FFL

N/2017/0002775

Application No :

+71.05 m FFL

GRADE :

A

CONSULTANT REG. No :

000000

GRADE :

A

SUB-CONSULTANT STAMP & SIGNATURE :

T2_9th FLOOR +63.35 m FFL T2_8th FLOOR +59.50 m FFL T2_7th FLOOR +55.65 m FFL T2_6th FLOOR +51.80 m FFL T2_5th FLOOR +47.95 m FFL T2_4th FLOOR

TECHNICAL MANAGER :

Shereif Ahmed

TECHNICAL MANAGER

6120

REGISTRATION No. :

REGISTRATION No :

+44.10 m FFL T2_3rd FLOOR +40.25 m FFL T2_2nd FLOOR +36.40 m FFL 1st FLOOR

57 AL-JAZEERA ST., BIN-MAHMOUD / BEHZAD BUILDING, 6th FLOOR TEL : (974) 402037 77 / 88 / 99 FAX : (974) 402037 66 P.O. BOX1876, DOHA-QATAR www.ehaf .com

+32.55 m FFL 6th PODIUM

PROJECT

5th PODIUM +24.85 m FFL 4th PODIUM +21.00 m FFL

LOCATION:

3rd PODIUM +17.15 m FFL 2nd PODIUM

LUSAIL CITY - MARINA COM 53

CLIENT:

QATAR ELECTRICITY & WATER CO.

+13.30 m FFL

1st PODIUM

01/10/17

DRAWING NO.: DRAWN BY:

M.S./S.M.

BASEMENT-2 -10.35 m FFL BASEMENT-3 -14.35 m FFL

0321

OVERALL SECTION

+0.60 m FFL ROAD LV (0.00)

-5.85 m FFL

JOB NO.:

TITLE:

GROUND FLOOR

+0.00 m SSL BASEMENT-1

CONSULTING ENGINEERS

QEWC TOWERS ( KAHRAB TOWER ) LUSAIL CITY - MARINA COM 53

+28.70 m FFL

+6.95 m FFL

F&B 05

DESCRIPTION

U.D.D STAMP

DATE: RETAIL

ISSUE FOR APPROVAL

T2_20th FLOOR

+101.85 m FFL

OFFICE-03

TOWER-2 LIFT LOBBY

MC1

RETAIL 11

TOWER-1 LIFT LOBBY

CW1

OFFICE-02

ETS ROOM

OFFICE-03

OFFICE-01

CW1

OFFICE-02

ELECT. RM.

TOWER-1 LIFT LOBBY

PR.S

STORE

CORR.

ELECT. RM.

TOWER-1 LIFT LOBBY

?

GARBAGE RM. CORR.

STORE

TOWER-1 LIFT LOBBY

MECHANICAL ROOM

TOWER-2 LIFT LOBBY

CW2

OFFICE-02

ELECT. RM.

TOWER-2 LIFT LOBBY

3850

ELECT. RM.

ELECT. RM.

OFFICE-03

3850

TOWER-1 LIFT LOBBY

TOWER-1 LIFT LOBBY

LOUNGE

TOWER-2 LIFT LOBBY

TOWER-2 LIFT LOBBY

OFFICE-01

CW2

PR.S

OFFICE-03

177400

4750 5000 4100 3850 3850 3850 3850 3850 3850 3850

ELECT. RM.

TOWER-1 LIFT LOBBY

6450

1 : 400

TOWER-1 LIFT LOBBY

PR.S

LOUNGE

TOWER-2 LIFT LOBBY

TOWER-2 LIFT LOBBY

OFFICE-01

OFFICE-02

OFFICE-04

4500

OVERALL SECTION

ELECT. RM.

PR.S

4000

1

TOWER-1 LIFT LOBBY

OFFICE-02

OFFICE-04

+6.95 m FFL

AR-301-00

ELECT. RM.

PR.S

OFFICE-03

OFFICE-03

OFFICE-01

5520

+55.65 m FFL

TOWER-1 LIFT LOBBY

OFFICE-02

3470

T1_7th FLOOR

ELECT. RM.

3450

+59.50 m FFL

TOWER-1 LIFT LOBBY

OFFICE-04

LOUNGE

TOWER-2 LIFT LOBBY

MACHINE RM

OFFICE-01

OFFICE-02

3450

T1_8th FLOOR

ELECT. RM.

3450

+63.35 m FFL

TOWER-1 LIFT LOBBY

OFFICE-02

OFFICE-03

OFFICE-01

5950

T1_9th FLOOR

SECTION HEAD

6000

+67.20 m FFL

ELECT. RM.

LOUNGE

TOWER-2 LIFT LOBBY

OFFICE-01

MECHANICAL ROOM

6000

T1_10th FLOOR

FINANCIAL ACCOUNTS

4100

+71.05 m FFL

IT SECTION HEAD

ELECT. RM.

OFFICE-03

LOUNGE

REFUGE AREA

3600

T1_11th FLOOR

PR.S

OFFICE-04

3450

+74.90 m FFL

3450

T1_12th FLOOR

PR.S

OFFICE-04

5950

+78.75 m FFL

3850

T1_13th FLOOR

PR.S

OFFICE-04

3850

+82.60 m FFL

OFFICE-01

ELECT. RM.

TOWER-1 LIFT LOBBY

PR.S

OFFICE-04

113.30 T.O.P.

3850

T1_14th FLOOR

PR.S

TOWER-1 LIFT LOBBY

OFFICE-01

3850

+86.45 m FFL

TOWER-1 LIFT LOBBY

ELECT. RM.

OFFICE-01

3850

T1_15th FLOOR

PR.S

ELECT. RM.

ELECT. RM.

TOWER-1 LIFT LOBBY

PR.S

OFFICE-04

3850

+90.30 m FFL

3850

T1_16th FLOOR

PR.S

PR.S

OFFICE-04

3850

+94.15 m FFL

MACHINE ROOM

PR.S

3850

T1_17th FLOOR

RECRUITMENT ADMINSTRATOR \ COORDINATOR

3850

+98.00 m FFL

AUDITOR

3850

+101.85 m FFL T1_18th FLOOR

MECHANICAL ROOM

PR.S

PR.S

SECRETARY

3850

+105.70 m FFL T1_19th FLOOR

3850

T1_20th FLOOR

3850

+109.55 m FFL

GSM

CEO \ GM OFFICE

3850

T1_21st FLOOR

113.30 T.O.P.

3850

+113.65 m SSL

3850

T1_ROOF FLOOR

STORE

3850

+118.65 m FFL

LOUNGE

TOWER-2 LIFT LOBBY

3850

OFFICE-01

6350

T1_MECH. FLOOR

OFFICE-03

3850

OFFICE-01

+123.40 m SSL

LOUNGE

TOWER-2 LIFT LOBBY

3850

OFFICE-01

T1_UPPER ROOF

OFFICE-03

3850

OFFICE-01

126.40 T.O.P.

LOUNGE

TOWER-2 LIFT LOBBY

3850

12

OFFICE-03

3850

OFFICE-01

3850

11

LOUNGE

TOWER-2 LIFT LOBBY

3850

10

OFFICE-03

3850

9

LOUNGE

TOWER-2 LIFT LOBBY

3850

8

OFFICE-03

3850

7

LOUNGE

TOWER-2 LIFT LOBBY

3850

6

OFFICE-03

3850

5

LOUNGE

TOWER-2 LIFT LOBBY

3450

4

OFFICE-03

3850

OFFICE-01

OFFICE-01

3

LOUNGE

TOWER-2 LIFT LOBBY

3850

OFFICE-01

2

OFFICE-03

LOUNGE

OFFICE-01

CW2

TOWER-2 LIFT LOBBY

3850

OFFICE-01

OFFICE-03

?

3850

LOUNGE

OFFICE-03

3850

OFFICE-01

TOWER-2 LIFT LOBBY

3850

CW1

LOUNGE

3850

MC1

OFFICE-01

3850

POWDER COATED ALUMINUM LOUVERS. COLOUR PER ARCHITECT.

OFFICE-03

LOUNGE

6350

OFFICE-01

OFFICE-03

6350

OFFICE-01

3450

ALV-1

ROOF

TOWER-2 LIFT LOBBY

5950

CW3

ROOF

CORR.

6000

DOUBLE GLAZING UNITIZED PANEL SPANDREL PANEL UNITIZED CURTAIN WALL SYSTEM DOUBLE GLAZED STICK SYSTEM

MACHINE RM

6030

CW1 CW2

MECHANICAL ROOM

CORR.

4100

METAL CLADDING PANEL PERFORATED METAL SCREEN PERFORATED METAL SCREEN ( MASHRABIYA )

MECHANICAL ROOM

3600

MC1 MC2 MC3

183.70 T.O.P.

6450

ROOF BELOW

4500

DESCRIPTION

4000

ELEVATION FINISHES CODE

5250

+192.40 m SSL 190.15 T.O.P.

AR-301-00

SCALE:

DESIGNED BY:

H.O./M.A.

1 : 400

@A1

CHECKED BY:

O.M.

CAD FILE:

REGISTRATION No. :

REGISTRATION No. :

REVISION

SIGNATURE

SIGNATURE

4265

3881

17


3850 3850 3850 3850 3850

CW3

3850

MC3

3850

MC3

+36.40 m FFL

3850

T1_2nd FLOOR

+40.25 m FFL

3850

T1_3rd FLOOR

+44.10 m FFL

3850

T1_4th FLOOR

+47.95 m FFL

3850

T1_5th FLOOR

+51.80 m FFL

3850

T1_6th FLOOR

+55.65 m FFL

3850

T1_7th FLOOR

+59.50 m FFL

3850

T1_8th FLOOR

+63.35 m FFL

3850

T1_9th FLOOR

+67.20 m FFL

3850

T1_10th FLOOR

+71.05 m FFL

3850

T1_11th FLOOR

+74.90 m FFL

3850

T1_12th FLOOR

+78.75 m FFL

3850

T1_13th FLOOR

+82.60 m FFL

3850

T1_14th FLOOR

+86.45 m FFL

3850

T1_15th FLOOR

+90.30 m FFL

3850

T1_16th FLOOR

+94.15 m FFL

3850

T1_17th FLOOR

+98.00 m FFL

3850

T1_18th FLOOR

+101.85 m FFL

3850

T1_19th FLOOR

+105.70 m FFL

4100

T1_20th FLOOR

+109.55 m FFL

3

4

5

POWDER COATED ALUMINUM LOUVERS. COLOUR PER ARCHITECT.

DOUBLE GLAZING UNITIZED PANEL SPANDREL PANEL UNITIZED CURTAIN WALL SYSTEM DOUBLE GLAZED STICK SYSTEM

METAL CLADDING PANEL PERFORATED METAL SCREEN PERFORATED METAL SCREEN ( MASHRABIYA )

DESCRIPTION

ELEVATION FINISHES

1 : 300

ELEVATION-01

5000

T1_21st FLOOR

+113.65 m SSL

T1_ROOF FLOOR

+118.65 m FFL

T1_MECH. FLOOR

+123.40 m SSL

T1_UPPER ROOF

2

ALV-1

CW3

CW1 CW2

MC1 MC2 MC3

CODE

AR-201-00

1

4750 6350 6350 600

6

7

MC3

MC1

CW1

MC1

CW2

8

9

MC3

10

11

MC3

12

A 01-10-2017

REV. DATE

Enquiry No. :

PROJECT

LOCATION:

CLIENT:

DATE:

DRAWING NO.:

DRAWN BY:

M.S./S.M.

ISSUE FOR APPROVAL

U.D.D STAMP MUNICIPALITY STAMP

DESCRIPTION

CONSULTANT REG. No :

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

TECHNICAL MANAGER :

99/M

REGISTRATION No. :

57 AL-JAZEERA ST., BIN-MAHMOUD / BEHZAD BUILDING, 6th FLOOR TEL : (974) 402037 77 / 88 / 99 FAX : (974) 402037 66 P.O. BOX1876, DOHA-QATAR www.ehaf .com

GRADE :

A

CONSULTANT STAMP & SIGNATURE :

Shereif Ahmed 6120

09/07/2017

AR-201-00 SCALE:

DESIGNED BY:

H.O./M.A.

4265

BY

CONSULTANT REG. No :

Application No :

N/2017/0002775

SUB-CONSULTANT STAMP & SIGNATURE :

JOB NO.:

000000

1 : 300

GRADE :

CAD FILE: REGISTRATION No. : REGISTRATION No. :

REVISION SIGNATURE SIGNATURE

A

TECHNICAL MANAGER

REGISTRATION No :

CONSULTING ENGINEERS

QEWC TOWERS ( KAHRAB TOWER ) LUSAIL CITY - MARINA COM 53 LUSAIL CITY - MARINA COM 53 QATAR ELECTRICITY & WATER CO.

TITLE:

0321

ELEVATION-1 OVERALL

CHECKED BY:

@A1

O.M.

3881

A

18

13

MC1

MC1

ALV-1

CW1

CW2

14

15

16

17

18

19

+0.00 m SSL

ROAD LV (0.00)

+0.60 m FFL

GROUND FLOOR

+6.95 m FFL

1st PODIUM

+13.30 m FFL

2nd PODIUM

+17.15 m FFL

3rd PODIUM

+21.00 m FFL

4th PODIUM

+24.85 m FFL

5th PODIUM

+28.70 m FFL

6th PODIUM

+32.55 m FFL

1st FLOOR

+36.40 m FFL

T2_2nd FLOOR

+40.25 m FFL

T2_3rd FLOOR

+44.10 m FFL

T2_4th FLOOR

+47.95 m FFL

T2_5th FLOOR

+51.80 m FFL

T2_6th FLOOR

+55.65 m FFL

T2_7th FLOOR

+59.50 m FFL

T2_8th FLOOR

+63.35 m FFL

T2_9th FLOOR

+67.20 m FFL

T2_10th FLOOR

+71.05 m FFL

T2_11th FLOOR

+74.90 m FFL

T2_12th FLOOR

+78.75 m FFL

T2_13th FLOOR

+82.60 m FFL

T2_14th FLOOR

+86.45 m FFL

T2_15th FLOOR.

+90.30 m FFL

T2_16th FLOOR

+94.15 m FFL

T2_17th FLOOR

+98.00 m FFL

T2_18th FLOOR

+101.85 m FFL

T2_19th FLOOR

+107.85 m FFL

T2_20th FLOOR

+111.70 m FFL

T2_21st FLOOR

+115.55 m FFL

T2_22nd FLOOR

+119.40 m FFL

T2_23rd FLOOR

+123.25 m FFL

T2_24th FLOOR

+127.10 m FFL

T2_25th FLOOR

+130.95 m FFL

T2_26th FLOOR

+134.80 m FFL

T2_27th FLOOR

+138.65 m FFL

T2_28th FLOOR

+142.50 m FFL

T2_29th FLOOR

+146.35 m FFL

T2_30th FLOOR

+150.20 m FFL

T2_31st FLOOR

+154.05 m FFL

T2_32nd FLOOR

+157.90 m FFL

T2_33rd FLOOR

+161.75 m FFL

T2_34th FLOOR

+165.60 m FFL

T2_35th FLOOR

+169.45 m FFL

T2_36th FLOOR

+173.30 m FFL

T2_37th FLOOR

+177.40 m FFL

T2_ROOF FLOOR

+182.40 m FFL

T2_MECH. FLOOR

+187.15 m SSL

T2_UPPER ROOF

+192.40 m SSL

T2_PARAPET

+199.50 m SSL

HIGHEST POINT


19

+32.55 m FFL

1st FLOOR

+36.40 m FFL

T2_2nd FLOOR

+40.25 m FFL

T2_3rd FLOOR

+44.10 m FFL

T2_4th FLOOR

+47.95 m FFL

T2_5th FLOOR

+51.80 m FFL

T2_6th FLOOR

+55.65 m FFL

T2_7th FLOOR

+59.50 m FFL

T2_8th FLOOR

+63.35 m FFL

T2_9th FLOOR

+67.20 m FFL

T2_10th FLOOR

+71.05 m FFL

T2_11th FLOOR

+74.90 m FFL

T2_12th FLOOR

+78.75 m FFL

T2_13th FLOOR

+82.60 m FFL

T2_14th FLOOR

+86.45 m FFL

T2_15th FLOOR.

+90.30 m FFL

T2_16th FLOOR

+94.15 m FFL

T2_17th FLOOR

+98.00 m FFL

T2_18th FLOOR

+101.85 m FFL

T2_19th FLOOR

+107.85 m FFL

T2_20th FLOOR

+111.70 m FFL

T2_21st FLOOR

+115.55 m FFL

T2_22nd FLOOR

+119.40 m FFL

T2_23rd FLOOR

+123.25 m FFL

T2_24th FLOOR

+127.10 m FFL

T2_25th FLOOR

+130.95 m FFL

T2_26th FLOOR

+134.80 m FFL

T2_27th FLOOR

+138.65 m FFL

T2_28th FLOOR

+142.50 m FFL

T2_29th FLOOR

+146.35 m FFL

T2_30th FLOOR

+150.20 m FFL

T2_31st FLOOR

+154.05 m FFL

T2_32nd FLOOR

+157.90 m FFL

T2_33rd FLOOR

+161.75 m FFL

T2_34th FLOOR

+165.60 m FFL

T2_35th FLOOR

+169.45 m FFL

T2_36th FLOOR

MC1

CW1

+173.30 m FFL

T2_37th FLOOR

+177.40 m FFL

T2_ROOF FLOOR

+182.40 m FFL

T2_MECH. FLOOR

+187.15 m SSL

T2_UPPER ROOF

+192.40 m SSL

T2_PARAPET

+199.50 m SSL

HIGHEST POINT

18

17

16 MC1

15

14

13

MC2

MC2

ALV-1

MC1

MC2

12

1 AR-203-00

MC1

11

1 : 300

10

?

ELEVATION-03

9

MC1

A 01-10-2017

REV. DATE

Enquiry No. :

PROJECT

LOCATION:

CLIENT:

DATE:

DRAWING NO.:

DRAWN BY:

M.S./S.M.

A

ISSUE FOR APPROVAL

U.D.D STAMP MUNICIPALITY STAMP

DESCRIPTION

CONSULTANT REG. No :

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

TECHNICAL MANAGER :

99/M

REGISTRATION No. :

57 AL-JAZEERA ST., BIN-MAHMOUD / BEHZAD BUILDING, 6th FLOOR TEL : (974) 402037 77 / 88 / 99 FAX : (974) 402037 66 P.O. BOX1876, DOHA-QATAR www.ehaf .com

GRADE :

A

CONSULTANT STAMP & SIGNATURE :

Shereif Ahmed 6120

09/07/2017

AR-203-00 SCALE:

DESIGNED BY:

H.O./M.A.

4265

BY

CONSULTANT REG. No :

Application No :

N/2017/0002775

SUB-CONSULTANT STAMP & SIGNATURE :

JOB NO.:

000000

1 : 300

GRADE :

CAD FILE: REGISTRATION No. : REGISTRATION No. :

REVISION SIGNATURE SIGNATURE

A

TECHNICAL MANAGER

REGISTRATION No :

CONSULTING ENGINEERS

QEWC TOWERS ( KAHRAB TOWER ) LUSAIL CITY - MARINA COM 53 LUSAIL CITY - MARINA COM 53 QATAR ELECTRICITY & WATER CO.

TITLE:

0321

ELEVATION-3 OVERALL

CHECKED BY:

@A1

O.M.

3881

19

8

7

6

ALV-1

5

4

3

CW1

CW1

CW1

MC1

CW1

CW1

POWDER COATED ALUMINUM LOUVERS. COLOUR PER ARCHITECT.

DOUBLE GLAZING UNITIZED PANEL SPANDREL PANEL UNITIZED CURTAIN WALL SYSTEM DOUBLE GLAZED STICK SYSTEM

CW1 CW2 CW3

METAL CLADDING PANEL PERFORATED METAL SCREEN PERFORATED METAL SCREEN ( MASHRABIYA )

DESCRIPTION

ELEVATION FINISHES MC1 MC2 MC3

CODE

2

+0.00 m SSL

ROAD LV (0.00)

+0.60 m FFL

GROUND FLOOR

+6.95 m FFL

1st PODIUM

+13.30 m FFL

2nd PODIUM

+17.15 m FFL

3rd PODIUM

+21.00 m FFL

4th PODIUM

+24.85 m FFL

5th PODIUM

+28.70 m FFL

6th PODIUM

+32.55 m FFL

1st FLOOR

+36.40 m FFL

T1_2nd FLOOR

+40.25 m FFL

T1_3rd FLOOR

+44.10 m FFL

T1_4th FLOOR

+47.95 m FFL

T1_5th FLOOR

+51.80 m FFL

T1_6th FLOOR

+55.65 m FFL

T1_7th FLOOR

+59.50 m FFL

T1_8th FLOOR

+63.35 m FFL

T1_9th FLOOR

+67.20 m FFL

T1_10th FLOOR

+71.05 m FFL

T1_11th FLOOR

+74.90 m FFL

T1_12th FLOOR

+78.75 m FFL

T1_13th FLOOR

+82.60 m FFL

T1_14th FLOOR

+86.45 m FFL

T1_15th FLOOR

+90.30 m FFL

T1_16th FLOOR

+94.15 m FFL

T1_17th FLOOR

+98.00 m FFL

T1_18th FLOOR

+101.85 m FFL

T1_19th FLOOR

+105.70 m FFL

T1_20th FLOOR

+109.55 m FFL

T1_21st FLOOR

+113.65 m SSL

T1_ROOF FLOOR

+118.65 m FFL

T1_MECH. FLOOR

+123.40 m SSL

T1_UPPER ROOF


Barwa Bank H.Q. Client : Barwa Group Location : lusail - Doha - Qatar Leed Consultant : EHAF Scope of Work : Working drawings and Coordination as a senior architect


PROJECT NAME AND LOCATION

BARWA BANK HQ TOWER MARINA COM-02, LUSAIL CITY - QATAR NORTH

PIN NO.

69060005

PLANNING NO.

13-2015-00295

KEY PLAN

GENERAL NOTES : -THESE DRAWINGS SHOULD BE USED IN COORDINATION WITH ALL OTHER DRAWINGS PRESENTED BY THE ARCHITECT, ENGINEER AND CONSULTANTS. -IT IS FORBIDDEN TO ANY OF THE CONCERNED PERSONNEL TO MEASURE THE DRAWING; IN CASE OF NECESSITY, REFER TO THE ARCHITECT OR ENGINEER. -UNLESS OTHERWISE NOTED. DIMENSIONS ARE IN MM AND TO THE STRUCTURE FACES AND LEVELS ARE IN METERS. -ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH QCS (QATAR CONSTRUCTION SPECIFICATION). -FOR CURTAIN WALL DETAILS REFER TO CURTAIN WALL DRAWINGS. -ALL EXTERNAL FINISHES TO BE WATER PROOF. -FOR LANDSCAPE DETAILS REFER TO LANDSCAPE DRAWINGS. -UNLESS OTHERWISE SHOWN ON DRAWINGS ALL FLOOR FINISHING SHALL BE SLOPED MIN 0.05% AND MAX 1.0% TOWARDS FLOOR DRAIN. -FOR LOCATION OF FLOOR DRAIN REFER TO MECHANICAL DRAWINGS. -DOOR OPENING SHALL BE LOCATED EITHER MIDWAY IN WALL OR 100MM OFF WALL END AS SHOWN ON DRAWINGS UNLESS OTHERWISE INDICATED. -THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS AFFECTING THE WORKS AT JOB SITE -FOR EXACT LOCATION AND DIMENSIONS OF SLAB OPENINGS AND SLAB OPENING, PLEASE REFER TO STRUCTURAL DRAWINGS. -CONTRACTOR TO SUBMIT SHOP DRAWINGS DETAILS WITH APPROPRIATE TESTS/SAMPLES/GURANTEES FOR ENGINEERS APPROVAL PRIOR TO MANUFACTURING. -ALL MECHANICAL ROOMS/ PUMPS ROOMS/ GENERATOR ROOMS/ ARE TO HAVE A FLOATING MACHINE BASE TO ABSORB VIBRATION. -FOR ALL DETAIL REFERENCES REFER TO OVERALL PLANS/ELEVATIONS/SECTIONS RELATED TO THE SHEET -ACCESS PANEL LOCATION AND SIZE TO BE COORDINATED WITH THE MECHANICAL DRAWINGS. -THE CONTRACTOR SHOULD SUBMIT SHOP DRAWING FOR APPROVAL BEFORE START MANUFACTURING

O

FOR DC1 APPROVAL

ISSUE

27 JUN. 2016

DESCRIPTION

DATE

CHECKED QA / QC

ISSUED FOR DC1 APPROVAL

OWNER

P.O. BOX 2778, DOHA - QATAR TEL: 8008555 TEL: (974) 4410 0888 www.barwabank.com

LEAD CONSULTANT MARINA PLAZA, LEVEL 10 OFFICE 1004-1006 DUBAI MARINA, DUBAI, UAE P.O. BOX 112955 TEL: 971 4382 5200 www.perkinswill.com

LOCAL CONSULTANT 57 AL-JAZEERA ST., BIN-MAHMOUD / BEHZAD BUILDING, 6TH FLOOR P.O. BOX 1876, DOHA-QATAR TEL: (974) 402037 77 / 88 / 99 FAX: (974) 40203766 www.ehaf.com MEP CONSULTANT SUITE 1704, ABDULLA BIN DARWISH BUILDING AL SALAM STREET P.O. BOX 109870 ABU DHABI, UAE TEL: +971 (0)2 6774 220 FAX: +971 (0)2 6774 202

PROJECT DESCRIPTION 5 BASEMENTS + GROUND + 2 PODIUM + 20 FLOORS

OFFICE BUILDING

DRAWING TITLE

COVER SHEET PART:

DRAWING. NO.

G00-00 DRAWN BY:

AG

VERIFIED BY:

CHECKED BY:

APPROVED BY:

GD DL

SCALE: FILE NAME:

STAGE:

DD

PLOT DATE:

15/06/16

REVISION:

O

PROJECT. NO:

C:\Users\mahmoud.fathy\Documents\390142.000_Barwa Bank_mahmoud.fathy.rvt

390142

21


PROJECT NAME AND LOCATION

1

2

3

4

5

6

7

8

9

10

1 B

11

12

13

BARWA BANK HQ TOWER

14

MARINA COM-02, LUSAIL CITY - QATAR NORTH

PIN NO.

69060005

PLANNING NO.

13-2015-00295

123880 4999

5500

9000

9000

9000

9000

9000

10250

6950

9000

18000

1 AR-303-00

6950

17230

KEY PLAN

1 AR-302-00 BASEMENT SETBACK

A UP TO BASEMENT 4 B5-15

B5-16

B5-85

-19.000 FFL FFL -19.100 SSL SSL

B5-86

B5-87

B5-88

B5-90

B5-91

B5-92

B5-93

B5-94

B5-18

B5-19

-19.100 FFL FFL/SSL

B5-131

1 AR-401-00

STORE B5-022

STAIR PRESS. A1278

-19.000 FFL FFL -19.100 SSL SSL

3.50

C

B5-12

B5-20

B5-11

B5-43

B5-42

B5-41

B5-23

B5-09

B5-81

B5-80

B5-106

B5-105

B5-104

B5-62

B5-46

PARKING B5-001

-19.100 FFL FFL/SSL

B5-40

B5-102

B5-101

B5-100

B5-99

B5-98

B5-97

6500

B5-63

B5-61

B5-79

B5-64

ST-01A B5-015

1 AR-501-01

MEP RISER AREA B5-010

ELECT. ROOM B5-009

B5-78

B5-60

B5-65

-19.100 FFL FFL/SSL B5-07

1 AR-301-00

B5-25

B5-38

B5-49

B5-59

B5-66

B5-06

B5-26

B5-37

B5-50

B5-58

B5-67

B5-05

B5-27

B5-36

B5-51

B5-57

B5-68

PARKING SHUTTLE LOBBY B5-002

B5-77

RL-4

B5-76

RL-3

-19.000 FFL FFL -19.100 SSL SSL

B5-75

RL-2

6550

4950

TL-4

TL-5

TL-3

TL-6

STORE B5-008 STAIR PRESS. A1283

LIFT LOBBY B5-017

TL-2

1250

B5-74

TL-1

TL-8

B5-28

B5-29

B5-52

B5-34

B5-53

SERVICE LOBBY B5-003

B5-69

B5-56

STAIRCASE LOBBY B5-030

13950

B5-03

B5-35

B5-70

LOBBY PRESS. A1280

MEP RISER AREA ELECT. ROOM B5-004 B5-005

B5-72

B5-30

B5-33

B5-54

B5-31

B5-32

B5-135

B5-126

B5-136

-19.100 FFL FFL/SSL

ELECT. ROOM B5-026

-ALL MECHANICAL ROOMS/ PUMPS ROOMS/ GENERATOR ROOMS/ ARE TO HAVE A FLOATING MACHINE BASE TO ABSORB VIBRATION.

B5-124

B5-138

-ACCESS PANEL LOCATION AND SIZE TO BE COORDINATED WITH THE MECHANICAL DRAWINGS.

B5-123

B5-139

-FOR ALL DETAIL REFERENCES REFER TO OVERALL PLANS/ELEVATIONS/SECTIONS RELATED TO THE SHEET

O

FL-2

E

B5-140

B5-121

6280

3.50

B5-161

B5-160

B5-159

B5-109

B5-110

B5-111

B5-112

B5-113

5800

B5-114

B5-115

B5-116

B5-117

B5-118

B5-119

F

-19.000 FFL FFL -19.100 SSL SSL B5-144

G

17300

B5-145

B5-167

B5-166

B5-165

B5-162

B5-164 B5-158

DOWN FROM BASEMENT 4

STORE B5-032

MARINA PLAZA, LEVEL 10 OFFICE 1004-1006 DUBAI MARINA, DUBAI, UAE P.O. BOX 112955 TEL: 971 4382 5200 www.perkinswill.com

B5-142

-19.100 FFL FFL/SSL

B5-168

B5-157 INTAKE SHAFT

A1250

H

CARPARK SUPPLY FAN ROOM B5-025

STORE B5-024 B5-156

B5-155

B5-154

B5-153

CHECKED QA / QC

LEAD CONSULTANT B5-120

FM TOILETS B5-013

B5-163

DATE

ISSUED FOR DC1 APPROVAL

www.barwabank.com

STORE B5-023

-19.000 FFL FFL -19.100 SSL SSL

27 JUN. 2016

DESCRIPTION

P.O. BOX 2778, DOHA - QATAR TEL: 8008555 TEL: (974) 4410 0888

B5-143

1 AR-503-01

FOR DC1 APPROVAL

OWNER

B5-141

5800

STAIR PRESS. A1279

CARPARK SUPPLY FAN ROOM B5-033

-CONTRACTOR TO SUBMIT SHOP DRAWINGS DETAILS WITH APPROPRIATE TESTS/SAMPLES/GURANTEES FOR ENGINEERS APPROVAL PRIOR TO MANUFACTURING.

B5-137

ST-04 B5-031

F

-FOR EXACT LOCATION AND DIMENSIONS OF SLAB OPENINGS AND SLAB OPENING, PLEASE REFER TO STRUCTURAL DRAWINGS.

B5-125

B5-122

-19.000 FFL FFL -19.100 SSL SSL

-19.000 FFL FFL -19.100 SSL SSL

B5-55

-19.000 FFL FFL -19.100 SSL SSL

-THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS AFFECTING THE WORKS AT JOB SITE

D

SUMP PUMP ROOM B5-006 B5-108

B5-01

B5-127

ISSUE

1500

B5-71 B5-02

FL-1

-FOR LOCATION OF FLOOR DRAIN REFER TO MECHANICAL DRAWINGS. -DOOR OPENING SHALL BE LOCATED EITHER MIDWAY IN WALL OR 100MM OFF WALL END AS SHOWN ON DRAWINGS UNLESS OTHERWISE INDICATED.

-THE CONTRACTOR SHOULD SUBMIT SHOP DRAWING FOR APPROVAL BEFORE START MANUFACTURING

LIFT LOBBY B5-018

B5-73

SUPPLY/ EXTRACT

B5-04

-FOR CURTAIN WALL DETAILS REFER TO CURTAIN WALL DRAWINGS. -ALL EXTERNAL FINISHES TO BE WATER PROOF. -FOR LANDSCAPE DETAILS REFER TO LANDSCAPE DRAWINGS. -UNLESS OTHERWISE SHOWN ON DRAWINGS ALL FLOOR FINISHING SHALL BE SLOPED MIN 0.05% AND MAX 1.0% TOWARDS FLOOR DRAIN.

B5-128

1 AR-502-01

TL-7

6500

E

-ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH QCS (QATAR CONSTRUCTION SPECIFICATION).

FM ROOM B5-007

ST-02 B5-019

2700

RL-1

C

-IT IS FORBIDDEN TO ANY OF THE CONCERNED PERSONNEL TO MEASURE THE DRAWING; IN CASE OF NECESSITY, REFER TO THE ARCHITECT OR ENGINEER.

B5-134

1500

LOBBY PRESS.

B5-48

PUBLIC_HEALTH_RISER

B5-39

C

B5-133

B5-129

FM ROOM B5-011

FIRE CORRIDOR B5-016

B5-24

D

-THESE DRAWINGS SHOULD BE USED IN COORDINATION WITH ALL OTHER DRAWINGS PRESENTED BY THE ARCHITECT, ENGINEER AND CONSULTANTS.

STAIR PRESS. A1282

D B5-08

B5-96

B

-UNLESS OTHERWISE NOTED. DIMENSIONS ARE IN MM AND TO THE STRUCTURE FACES AND LEVELS ARE IN METERS.

DRAINAGE PUMP ROOM B5-014

B5-107

ELECT. ROOM B5-027

1 AR-503-01 LOBBY PRESS. A1281

B5-47

B5-103

A

GENERAL NOTES :

-19.000 FFL FFL -19.100 SSL SSL B5-132

B5-45

STAIRCASE LOBBY B5-029 B5-22

B5-82

ST-03 B5-028

B5-44

13950

B5-21

B5-10

75542

B

B5-130

1 AR-204-00

-19.000 FFL FFL -19.100 SSL SSL

13000

-19.000 FFL FFL -19.100 SSL SSL

B5-95

B5-17

CARPARK SUPPLY FAN ROOM B5-034

G

B5-89

SUPPLY/ EXTRACT

B

B5-84

A

STORE B5-021

12800

B5-14

17342

B5-13

B5-83

CARPARK EXTRACT FAN ROOM B5-020

EXHAUST SHAFT A1257

B5-152

B5-151

B5-150

B5-149

B5-148

B5-147

B5-146

-19.000 FFL FFL -19.100 SSL SSL

-19.000 FFL FFL -19.100 -19.100FFL SSLFFL SSL -20.600 SSL SSL

H

LOCAL CONSULTANT 57 AL-JAZEERA ST., BIN-MAHMOUD / BEHZAD BUILDING, 6TH FLOOR P.O. BOX 1876, DOHA-QATAR TEL: (974) 402037 77 / 88 / 99 FAX: (974) 40203766 www.ehaf.com MEP CONSULTANT SUITE 1704, ABDULLA BIN DARWISH BUILDING AL SALAM STREET P.O. BOX 109870 ABU DHABI, UAE TEL: +971 (0)2 6774 220 FAX: +971 (0)2 6774 202

PROJECT DESCRIPTION 5 BASEMENTS + GROUND + 2 PODIUM + 20 FLOORS

OFFICE BUILDING

10

DRAWING TITLE

1

2

3

4

5

6

7

8

9

11

12

13

BASEMENT 5 FLOOR PLAN

14

PART:

DRAWING. NO.

LEVEL 5 PLAN 1 BASEMENT 1 : 200

AR-101-00 DRAWN BY:

AG

VERIFIED BY:

SCALE: FILE NAME:

CHECKED BY:

APPROVED BY:

GD DL 1 : 200

C:\Users\mahmoud.fathy\Documents\390142.000_Barwa Bank_mahmoud.fathy.rvt

STAGE:

DD

PLOT DATE:

15/06/16

REVISION:

O

PROJECT. NO:

390142

22


PROJECT NAME AND LOCATION

1

2

3

4

5

6

7

8

9

10

11

12

13

BARWA BANK HQ TOWER

14

MARINA COM-02, LUSAIL CITY - QATAR NORTH

113880 5500

9000

9000

9000 57299

9000

9000

10250

6950

18000 18000

9000

6950

PIN NO.

69060005

PLANNING NO.

13-2015-00295

12230

KEY PLAN

BASEMENT SETBACK

A 5500

A .

G-15

G-16

G-17

7900

1 AR-204-00

CARPARK EXHAUST LOUVERS

6700

B

G-18

G-13

TERRACE

C

SL-1

VESTIBULE G-038

7050

G-11

8300

-FOR CURTAIN WALL DETAILS REFER TO CURTAIN WALL DRAWINGS. -ALL EXTERNAL FINISHES TO BE WATER PROOF. -FOR LANDSCAPE DETAILS REFER TO LANDSCAPE DRAWINGS. -UNLESS OTHERWISE SHOWN ON DRAWINGS ALL FLOOR FINISHING SHALL BE SLOPED MIN 0.05% AND MAX 1.0% TOWARDS FLOOR DRAIN.

0.000 FFL FFL -0.100 SSL SSL

FIRST FINANCE COMPANY G-013

SUPPLY/ EXTRACT A1286

FIRE ALARM RISER

RECEPTION G-014

-FOR LOCATION OF FLOOR DRAIN REFER TO MECHANICAL DRAWINGS. -DOOR OPENING SHALL BE LOCATED EITHER MIDWAY IN WALL OR 100MM OFF WALL END AS SHOWN ON DRAWINGS UNLESS OTHERWISE INDICATED.

G-07

D

RL-3

TL-3

TL-6

RL-2

TL-2

TL-7

200

RL-1

PL-1

TL-8

-FOR ALL DETAIL REFERENCES REFER TO OVERALL PLANS/ELEVATIONS/SECTIONS RELATED TO THE SHEET

4650

5900

SUPPLY/ EXTRACT

-0.100 FFL FFL/SSL 4500

FL-1

-ACCESS PANEL LOCATION AND SIZE TO BE COORDINATED WITH THE MECHANICAL DRAWINGS.

1 AR-201-00

SLOPE 2%

6700

-THE CONTRACTOR SHOULD SUBMIT SHOP DRAWING FOR APPROVAL BEFORE START MANUFACTURING

O

4650

13950

6750

STAIR PRESS.

PSL-1 SERVICE LIFT LOBBY G-009

PSL-2

F

205

OUTDOOR CAFE

SLOPE 2%

6700

7900

.

1 AR-203-00

7400

G-20

G-21

G-22

3095

G-19

G-23

KHAARAMA ACCESS STAIR G-027

.

5500

SLOPE 20%

G

CAPARK INTAKE LOUVERS

DOWN TO BASEMENT 1

1.200 FFL SL

CHECKED QA / QC

OWNER

LEAD CONSULTANT

IN

G

DATE

ISSUED FOR DC1 APPROVAL

www.barwabank.com WASTE ROOM G-008

-0.100 FFL FFL/SSL

F

27 JUN. 2016

DESCRIPTION

P.O. BOX 2778, DOHA - QATAR TEL: 8008555 TEL: (974) 4410 0888

FL-2

RETAIL 1 G-007

OUT

FOR DC1 APPROVAL

ISSUE

E

0.000 FFL FFL -0.100 SSL SSL

G-01

-FOR EXACT LOCATION AND DIMENSIONS OF SLAB OPENINGS AND SLAB OPENING, PLEASE REFER TO STRUCTURAL DRAWINGS.

-ALL MECHANICAL ROOMS/ PUMPS ROOMS/ GENERATOR ROOMS/ ARE TO HAVE A FLOATING MACHINE BASE TO ABSORB VIBRATION.

MAIN ENTRY

G-03

-THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS AFFECTING THE WORKS AT JOB SITE

-CONTRACTOR TO SUBMIT SHOP DRAWINGS DETAILS WITH APPROPRIATE TESTS/SAMPLES/GURANTEES APPROVAL TO 0.000 ARCHITECTURALFOR FFLENGINEERS IS EQUIVALENT TOPRIOR 3.08 QNDH LEVEL MANUFACTURING.

(FLOOR FINISH BY INTERIOR DESIGN CONSULTANT)

0.000 FFL FFL -0.100 SSL SSL

MAIN ENTRY

G-02

E

TL-5

4000

G-04

1 AR-202-00

TL-4

STAIR PRESS.

19000

11400

13000

71500

5800

RL-4

0.000 FFL FFL -0.100 SSL SSL

LOBBY PRESS.

G-05

D

.

200

G-06

-IT IS FORBIDDEN TO ANY OF THE CONCERNED PERSONNEL TO MEASURE THE DRAWING; IN CASE OF NECESSITY, REFER TO THE ARCHITECT OR ENGINEER.

-ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH QCS (QATAR CONSTRUCTION SPECIFICATION). STAIR PRESS. A1282

G-09

G-08

-THESE DRAWINGS SHOULD BE USED IN COORDINATION WITH ALL OTHER DRAWINGS PRESENTED BY THE ARCHITECT, ENGINEER AND CONSULTANTS.

-UNLESS OTHERWISE NOTED. DIMENSIONS ARE IN MM AND TO THE STRUCTURE FACES AND LEVELS ARE IN METERS.

CORPORATE CONSUMER BANKING G-015

G-10

13950

GENERAL NOTES :

246

STAIR PRESS. A1278

G-12

C

TOWER SETBACK

.

BUILDING LINE ABOVE

B

PLINTH SETBACK

SLOPE 2%

G-14

B

A

SLOPE 20%

1.200 FFL SL

3095

7400

UP FROM BASEMENT 1

-0.100

H

H

MARINA PLAZA, LEVEL 10 OFFICE 1004-1006 DUBAI MARINA, DUBAI, UAE P.O. BOX 112955 TEL: 971 4382 5200 www.perkinswill.com LOCAL CONSULTANT 57 AL-JAZEERA ST., BIN-MAHMOUD / BEHZAD BUILDING, 6TH FLOOR P.O. BOX 1876, DOHA-QATAR TEL: (974) 402037 77 / 88 / 99 FAX: (974) 40203766 www.ehaf.com MEP CONSULTANT SUITE 1704, ABDULLA BIN DARWISH BUILDING AL SALAM STREET P.O. BOX 109870 ABU DHABI, UAE TEL: +971 (0)2 6774 220 FAX: +971 (0)2 6774 202 PROJECT DESCRIPTION 5 BASEMENTS + GROUND + 2 PODIUM + 20 FLOORS

1

2

3

4

5

6

7

8

9

10

11

12

13

OFFICE BUILDING

14

DRAWING TITLE

GROUND FLOOR - LEVEL.00 PLAN PART:

DRAWING. NO.

AR-106-00 DRAWN BY:

PLAN 1 GROUND 1 : 200

AG

VERIFIED BY:

SCALE: FILE NAME:

CHECKED BY:

APPROVED BY:

GD DL 1 : 200

C:\Users\mahmoud.fathy\Documents\390142.000_Barwa Bank_mahmoud.fathy.rvt

STAGE:

DD

PLOT DATE:

15/06/16

REVISION:

O

PROJECT. NO:

390142

23


PROJECT NAME AND LOCATION

8

10

9

11

12

BARWA BANK HQ TOWER

13

MARINA COM-02, LUSAIL CITY - QATAR

42500 800

6950

9000

NORTH

9000

9300

9000

6950

23900 16 EQUAL PANELS

4550

9300

4750 1100

1100

PIN NO.

69060005

PLANNING NO.

13-2015-00295

KEY PLAN

TOWER SETBACK

4750

3650

800

4550

3650

4550

W-01

W-01

1050

800

C

250 800

800

CW-11

C

W-01

BH01 BH01

8000

9300

W-01

19800

7 AR-501-01

4750

3650

4600

5950

200 700 300

2200

BF02

200

2200

2500

300

2700

WD02

WD02

300

2500

300

13950

1900

200

BH02

M.T T2-003

SD36

BF02

BF01

SD10

ELECT. ROOM T2-010

FIRE LOBBY T2-020

SD34

SD15

6550

BF02

BF02

FHC

200

4400 200 400

13950

4750

450 2600

200

2200

1550

200

2400

200

2600

200

MEP CONSULTANT SUITE 1704, ABDULLA BIN DARWISH BUILDING AL SALAM STREET P.O. BOX 109870 ABU DHABI, UAE TEL: +971 (0)2 6774 220 FAX: +971 (0)2 6774 202

BF02

SD19

BH01

1800

450

2700

BH01

PROJECT DESCRIPTION

300

6850

400

5 BASEMENTS + GROUND + 2 PODIUM + 20 FLOORS

9300

8000

OFFICE BUILDING

DRAWING TITLE BH01

CW-11

F

250

W-01

800

TYPICAL TOWER PLAN (LEVELS 2-7)

W-01

BH01

200

4550

W-01

F

MARINA PLAZA, LEVEL 10 OFFICE 1004-1006 DUBAI MARINA, DUBAI, UAE P.O. BOX 112955 TEL: 971 4382 5200 www.perkinswill.com

LOCAL CONSULTANT 57 AL-JAZEERA ST., BIN-MAHMOUD / BEHZAD BUILDING, 6TH FLOOR P.O. BOX 1876, DOHA-QATAR TEL: (974) 402037 77 / 88 / 99 FAX: (974) 40203766 www.ehaf.com

600200

BF01

BH01

3650

1000 100

E

BF02

FFL = X SSL = X - 200

400

BH01

1650 300 200 250 5950

BF02

7 AR-502-01

SD01

BF02

WASTE SD12 T2-009

BF02

PART:

DRAWING. NO.

AR-110-00

W-01 DRAWN BY:

1

LEVELS 2-7 FLOOR PLAN 1 : 100

8

CHECKED QA / QC

www.barwabank.com

300

TELECOM RISER A1301 SD36

BF02

SUPPLY/ EXTRACT A1285

200

300

BF02

DATE

P.O. BOX 2778, DOHA - QATAR TEL: 8008555 TEL: (974) 4410 0888

3000

BF02 SD26

1000 200

4200

WD04 PANTRY T2-006

OWNER

FFL/SSL = X

BF02

CORRIDOR T2-005

DESCRIPTION

ISSUED FOR DC1 APPROVAL

LEAD CONSULTANT LOBBY PRESS. A1284

BF02

ISSUE

2900 ST-02 T2-021

40000

900

BH01

-THE CONTRACTOR SHOULD SUBMIT SHOP DRAWING FOR APPROVAL BEFORE START MANUFACTURING

BH02

WD04

FFL = X SSL = X - 200

-ACCESS PANEL LOCATION AND SIZE TO BE COORDINATED WITH THE MECHANICAL DRAWINGS.

DRAINAGE A1305

BF02

-CONTRACTOR TO SUBMIT SHOP DRAWINGS DETAILS WITH APPROPRIATE TESTS/SAMPLES/GURANTEES FOR ENGINEERS APPROVAL PRIOR TO MANUFACTURING.

-FOR ALL DETAIL REFERENCES REFER TO OVERALL PLANS/ELEVATIONS/SECTIONS RELATED TO THE SHEET

FFL = X SSL = X - 200

BH01

FFL = X SSL = X - 200

WD04

BH01

950 200

-FOR EXACT LOCATION AND DIMENSIONS OF SLAB OPENINGS AND SLAB OPENING, PLEASE REFER TO STRUCTURAL DRAWINGS.

-ALL MECHANICAL ROOMS/ PUMPS ROOMS/ GENERATOR ROOMS/ ARE TO HAVE A FLOATING MACHINE BASE TO ABSORB VIBRATION. OFFICE T2-001

2475

WD02

D

STAIR PRESS. A1283

H.T T2-004

BF02

-THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS AFFECTING THE WORKS AT JOB SITE

BH01

BH01

745

200

FFL = X SSL = X - 200

BH02

BH01

WD03

700

BH01 H.T. T2-013

BF02

11300

200 1800 2850

F.T T2-002

1000 WD03

LOBBY T2-007

BF02

WD02

3350

1650 900 200

BF02

M.T T2-011

BF02

550200 100 1000

FFL = X CORRIDOR SSL = X - 200 T2-015 BH01 900 1000 400 1000 1350

SD36

-FOR LOCATION OF FLOOR DRAIN REFER TO MECHANICAL DRAWINGS. -DOOR OPENING SHALL BE LOCATED EITHER MIDWAY IN WALL OR 100MM OFF WALL END AS SHOWN ON DRAWINGS UNLESS OTHERWISE INDICATED.

CW-11

BH01

F.T T2-012

T.E RISER T2-023

2400

4750 200 1650

BF02 SD36

WD04

BF02

BF02

BF02

BH01

200

SD10

4800

200 1950

SD15

BH01

7450

SD16

-FOR CURTAIN WALL DETAILS REFER TO CURTAIN WALL DRAWINGS. -ALL EXTERNAL FINISHES TO BE WATER PROOF. -FOR LANDSCAPE DETAILS REFER TO LANDSCAPE DRAWINGS. -UNLESS OTHERWISE SHOWN ON DRAWINGS ALL FLOOR FINISHING SHALL BE SLOPED MIN 0.05% AND MAX 1.0% TOWARDS FLOOR DRAIN.

2750

200 2000

200 6150

SPR T2-025

BH01

FFL = X SSL = X - 200

SD15

DRAINAGE A1306

-UNLESS OTHERWISE NOTED. DIMENSIONS ARE IN MM AND TO THE STRUCTURE FACES AND LEVELS ARE IN METERS.

BH01

PANTRY T2-014

SUPPLY/ EXTRACT A1286

BF02

BF02

TELECOM RISER A1302

SD10

BF02

200

E

900

W.M T2-024

200 200 300

24900

100 900

FHC

1800

2750

D

-IT IS FORBIDDEN TO ANY OF THE CONCERNED PERSONNEL TO MEASURE THE DRAWING; IN CASE OF NECESSITY, REFER TO THE ARCHITECT OR ENGINEER.

6950

-ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH QCS (QATAR CONSTRUCTION SPECIFICATION).

ELECT. ROOM T2-017

SD37

SD34

FFL = X SSL = X - 200

BF02

FFL = X SSL = X - 200

GENERAL NOTES : -THESE DRAWINGS SHOULD BE USED IN COORDINATION WITH ALL OTHER DRAWINGS PRESENTED BY THE ARCHITECT, ENGINEER AND CONSULTANTS.

200

200

F.A. RISER

200

400

7450

1145

OFFICE T2-001

BF02

FIRE CORRIDOR T2-018

BF02

9000

1550

BF02 SUPPLY/ EXTRACT

BF02

1100

200

BH01

CHW RISER

3100

BH01

1050

13000

2400

18000

SD19

3975

ST-01A T2-019

2900

800 250

23900 16 EQUAL PANELS

200

BF02

FFL/SSL = X

CW-11

1500

BH01

9000

800

42500

200 900 200

200

6950

STAIR PRESS.

BH01

2600

400

1100

13950

400

40900 2700

9

10

11

12

13

Author

VERIFIED BY:

SCALE: FILE NAME:

CHECKED BY:

Checker

APPROVED BY:

Approver 1 : 100

C:\Users\mahmoud.fathy\Documents\390142.000_Barwa Bank_mahmoud.fathy.rvt

STAGE:

DD

REVISION:

PLOT DATE:

12/07/16

PROJECT. NO:

390142

24


GROUND LEVEL +0.00 m

PODIUM LEVEL 1 +6.00 m

MID P-1 +8.50 m

PODIUM LEVEL 2 +11.00 m

MID P-2 +13.50 m

PODIUM ROOF DECK +16.00 m

TOWER LEVEL 2 +24.00 m

TOWER LEVEL 3 +28.00 m

TOWER LEVEL 4 +32.00 m

TOWER LEVEL 5 +36.00 m

TOWER LEVEL 6 +40.00 m

TOWER LEVEL 7 +44.00 m

TOWER LEVEL 8 +48.00 m

TOWER LEVEL 9 +52.00 m

TOWER LEVEL 10 +56.00 m

TOWER LEVEL 11 +60.00 m

TOWER LEVEL 12 +64.00 m

TOWER LEVEL 13 +68.00 m

TOWER LEVEL 14 +72.00 m

TOWER LEVEL 15 +76.00 m

TOWER LEVEL 16 +80.00 m

TOWER LEVEL 17 +84.00 m

TOWER LEVEL 18 +88.00 m

TOWER LEVEL 19 +92.00 m

MID T19 +94.45 m

TOWER LEVEL 20 +96.90 m

MID T20 +99.35 m

MECHANICAL LEVEL +101.80 m

101800

1

4900 4900

MID T21 +104.25 m

MAXIMUM ALLOWABLE PODIUM HEIGHT +27.000 M

SOUTH ELEVATION 1 : 250

3

MAXIMUM ALLOWABLE BUILDING HEIGHT +91.800 M

TOWER SETBACK

UPPER MECHANICAL LEVEL +106.80 m

2

4

CW-04

CW-09

5

FIREMENS ACCES (CLEAR WALL OPENING)

6

7

CW-03

8

W-01

W-01

W-01

W-01

W-01

W-01

W-01

W-01

W-01

W-01

W-01

W-01

W-01

W-01

W-01

W-01

W-01

W-01

W-01

9

10

CW-02

CW-07

CW-11

CW-11

CW-11

CW-11

CW-11

CW-11

CW-11

CW-11

CW-11

CW-11

CW-11

CW-11

CW-11

CW-11

CW-11

CW-11

CW-12

11

12

W-01

W-01

W-01

W-01

W-01

W-01

W-01

W-01

W-01

W-01

W-01

W-01

W-01

W-01

W-01

W-01

W-01

W-01

W-01

13

14

500 MM HIGH GLASS CUTOUT (BY FACADE CONSULTANT

NATURAL STONE CLADDING ON STRUCTURAL STEEL SUPPORT

UNITIZED CURTAIN WALL LAMINATED GLAZING SYSTEM (BY FACADE CONSULTANT)

CURTAIN WALL LAMINATED GLAZING SYSTEM

NATURAL STONE CLADDING ON STRUCTURAL STEEL SUPPORT

GLASS BALUSTRADE

WOODEN TRELLIS (BY LANDSCAPE CONSULTANT)

500 MM HIGH GLASS CUTOUT (BY FACADE CONSULTANT

NATURAL STONE CLADDING ON STRUCTURAL STEEL SUPPORT

UNITIZED CURTAIN WALL LAMINATED GLAZING SYSTEM (BY FACADE CONSULTANT)

PLINTH SETBACK

ROOF APEX +111.80 m

10000

101800

PLOT LIMIT

18 LEVELS AT 4000 MM EACH

PLINTH SETBACK

TOTAL BUILDING HEIGHT 76000 10000 6000

1

PROJECT NAME AND LOCATION

PLOT LIMIT

BARWA BANK HQ TOWER

NORTH

MARINA COM-02, LUSAIL CITY - QATAR

ISSUE

O

OWNER

DRAWN BY:

VERIFIED BY:

SCALE:

FILE NAME:

AM

PIN NO.

69060005

PLANNING NO.

KEY PLAN

13-2015-00295

NATURAL STONE CLADDING

VISION PANEL

SPANDREL PANEL

FOR DC1 APPROVAL

ISSUED FOR DC1 APPROVAL

DESCRIPTION

CHECKED BY:

APPROVED BY:

27 JUN. 2016 DATE

DRAWING. NO.

AR

MB

C:\Users\mahmoud.fathy\Documents\390142.000_Barwa Bank_mahmoud.fathy.rvt

As indicated

STAGE:

DD

PLOT DATE:

15/06/16

CHECKED QA / QC

P.O. BOX 2778, DOHA - QATAR TEL: 8008555 TEL: (974) 4410 0888

LEAD CONSULTANT

www.barwabank.com

MARINA PLAZA, LEVEL 10 OFFICE 1004-1006 DUBAI MARINA, DUBAI, UAE P.O. BOX 112955 TEL: 971 4382 5200 www.perkinswill.com

LOCAL CONSULTANT 57 AL-JAZEERA ST., BIN-MAHMOUD / BEHZAD BUILDING, 6TH FLOOR P.O. BOX 1876, DOHA-QATAR TEL: (974) 402037 77 / 88 / 99 FAX: (974) 40203766 www.ehaf.com

MEP CONSULTANT SUITE 1704, ABDULLA BIN DARWISH BUILDING AL SALAM STREET P.O. BOX 109870 ABU DHABI, UAE TEL: +971 (0)2 6774 220 FAX: +971 (0)2 6774 202

PROJECT DESCRIPTION 5 BASEMENTS + GROUND + 2 PODIUM + 20 FLOORS

OFFICE BUILDING

DRAWING TITLE

SOUTH ELEVATION AR-203-00 PART:

REVISION:

PROJECT. NO:

O

390142

25

TOWER SETBACK

TOWER SETBACK


1

PLOT LIMIT EXTRACT

1 : 250

SECTION A-A

BASEMENT LEVEL 5 -19.10 m

BASEMENT LEVEL 4 -15.60 m

BASEMENT LEVEL 3 -12.10 m

BASEMENT LEVEL 2 -8.60 m

BASEMENT LEVEL 1 -5.10 m

GROUND LEVEL +0.00 m

PODIUM LEVEL 1 +6.00 m

MID P-1 +8.50 m

PODIUM LEVEL 2 +11.00 m

MID P-2 +13.50 m

PODIUM ROOF DECK +16.00 m

TOWER LEVEL 2 +24.00 m

TOWER LEVEL 3 +28.00 m

TOWER LEVEL 4 +32.00 m

TOWER LEVEL 5 +36.00 m

TOWER LEVEL 6 +40.00 m

TOWER LEVEL 7 +44.00 m

TOWER LEVEL 8 +48.00 m

TOWER LEVEL 9 +52.00 m

TOWER LEVEL 10 +56.00 m

TOWER LEVEL 11 +60.00 m

TOWER LEVEL 12 +64.00 m

TOWER LEVEL 13 +68.00 m

TOWER LEVEL 14 +72.00 m

TOWER LEVEL 15 +76.00 m

TOWER LEVEL 16 +80.00 m

TOWER LEVEL 17 +84.00 m

TOWER LEVEL 18 +88.00 m

TOWER LEVEL 19 +92.00 m

MID T19 +94.45 m

TOWER LEVEL 20 +96.90 m

MID T20 +99.35 m

18 LEVELS AT 4000 MM EACH

MECHANICAL LEVEL +101.80 m

TOP OF SLAB

TOTAL BUILDING HEIGHT

PODIUM SETBACK

LANDSCAPE AREA

3

MAXIMUM ALLOWABLE BUILDING HEIGHT +91.800 M

3 STAR GSAS DISPENSATION +101.800 M

MECHANICAL BULK HEAD +111.800 M

9000

W-02

MULTI PURPOSE AREA FL-03

PODIUM ROOF LANDSCAPE

MAXIMUM ALLOWABLE PODIUM HEIGHT +27.000 M

130900

MID T21 +104.25 m

BASEMENT SETBACK

9000

10000

120900

UPPER MECHANICAL LEVEL +106.80 m

2

4900 4900

76000

4

MAJILIS P3-007

PARKING B5-001

PARKING B4-001

PARKING B3-001

PARKING B2-001

F&B P1-006

9000

5

W-03

MEETING ROOM 2 P2-007

9000

6

G-08

TOWER SETBACK CORRIDOR P3-006

7

LIFT LOBBY P2-001

9000

10250

9

G-07

9000

PARKING SHUTTLE LOBBY B2-002

RETAIL LOBBY B1-002

LIFT LOBBY P1-001

LIFT LOBBY P2-001

PODIUM DECK LOBBY LOUNGE P3-001

OFFICE T2-001

OFFICE A853

OFFICE A878

OFFICE A903

OFFICE A928

OFFICE A953

UNIT 1 T8-001

UNIT 1 A978

UNIT 1 A1004

UNIT 1 A1030

UNIT 1 A1056

UNIT 1 A1082

UNIT 1 A1108

UNIT 1 A1134

UNIT 1 A1160

UNIT 1 A1186

UNIT 1 A1212

VIP OFFICES T19-001

VP OFFICES T20-001

CAT B CHW PUMP ROOM M1-012

6950

RETAIL LOBBY B1-002

8

LIFT PIT

T.E RISER T2-023

T.E RISER A869

T.E RISER A894

T.E RISER A919

T.E RISER A944

T.E RISER A969

T.E RISER T8-024

T.E RISER A996

T.E RISER A1022

T.E RISER A1048

T.E RISER A1074

T.E RISER A1100

T.E RISER A1126

T.E RISER A1152

T.E RISER A1178

T.E RISER A1204

T.E RISER A1230

T.E RISER T19-023

T.E RISER T20-024

MEP M1-020

LIFT PIT

OFFICE A853

OFFICE A878

OFFICE A903

OFFICE A928

OFFICE A953

UNIT 2 T8-002

UNIT 2 A992

UNIT 2 A1018

UNIT 2 A1044

UNIT 2 A1070

UNIT 2 A1096

UNIT 2 A1122

UNIT 2 A1148

UNIT 2 A1174

UNIT 2 A1200

UNIT 2 A1226

VIP OFFICES T19-001

FA ROOM B1-019 LIFT LOBBY B2-014

LIFT LOBBY B5-017

LIFT LOBBY B4-012

STORE B2-013

BMS ROOM P1-020

LIFT LOBBY P1-012

LIFT LOBBY B3-012

BMS ROOM P2-022

LIFT LOBBY P2-014

MEP PLANT B2-008

SOLID WASTE STORAGE B1-007

G-06

CAFETERIA P3-002

LIFT PIT

LANDSCAPED AREA M1-025

CEO OFFICES T20-002

MEP M1-004

6950

LIFT LOBBY P3-011 STORE P3-018

M.T F.T A1215 A1214

MEP M1-005

MEP M2-001

12

OFFICE T2-001

LOBBY A870

LOBBY A895

LOBBY A920

LOBBY A945

LOBBY A970

LOBBY T8-008

LOBBY A993

LOBBY A1019

LOBBY A1045

LOBBY A1071

LOBBY A1097

LOBBY A1123

LOBBY A1149

LOBBY A1175

LOBBY A1201

LOBBY A1227

LOBBY T19-007

LOBBY T20-008

LMR A797

11 18000

LOBBY T2-007

LMR M1-002

MEP M2-001

10 13

TOWER SETBACK

PARKING B2-001

PODIUM SETBACK PARKING B5-001

PARKING B4-001

PARKING B3-001

PARKING B1-001

MECHANICAL ZONE VIP OFFICES EXECUTIVE OFFICES

ROOF APEX DECK LEVEL +111.80 m +111.70

5500

101800 19100

1

4510

5000

5000 6000 5100 3500 3500 3500 3500

BASEMENT SETBACK MEGABRANCH RETAIL

THIRD PARTY TENANTS BARWA BANK HEADQUARTERS CAFETERIA MEETING ROOMS, MOSQUE, GYM PARKING (RETAIL) PARKING (COMMERCIAL)

PLOT LIMIT

PROJECT NAME AND LOCATION

MARINA COM-02, LUSAIL CITY - QATAR

BARWA BANK HQ TOWER

NORTH

ISSUE

O

OWNER

DRAWN BY:

SCALE:

FILE NAME:

AM

VERIFIED BY:

PIN NO.

69060005

PLANNING NO.

KEY PLAN

13-2015-00295

-THESE DRAWINGS SHOULD BE USED IN COORDINATION WITH ALL OTHER DRAWINGS PRESENTED BY THE ARCHITECT, ENGINEER AND CONSULTANTS.

GENERAL NOTES :

-IT IS FORBIDDEN TO ANY OF THE CONCERNED PERSONNEL TO MEASURE THE DRAWING; IN CASE OF NECESSITY, REFER TO THE ARCHITECT OR ENGINEER.

-UNLESS OTHERWISE NOTED. DIMENSIONS ARE IN MM AND TO THE STRUCTURE FACES AND LEVELS ARE IN METERS.

-ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH QCS (QATAR CONSTRUCTION SPECIFICATION).

-FOR CURTAIN WALL DETAILS REFER TO CURTAIN WALL DRAWINGS. -ALL EXTERNAL FINISHES TO BE WATER PROOF. -FOR LANDSCAPE DETAILS REFER TO LANDSCAPE DRAWINGS. -UNLESS OTHERWISE SHOWN ON DRAWINGS ALL FLOOR FINISHING SHALL BE SLOPED MIN 0.05% AND MAX 1.0% TOWARDS FLOOR DRAIN.

-FOR LOCATION OF FLOOR DRAIN REFER TO MECHANICAL DRAWINGS. -DOOR OPENING SHALL BE LOCATED EITHER MIDWAY IN WALL OR 100MM OFF WALL END AS SHOWN ON DRAWINGS UNLESS OTHERWISE INDICATED.

-THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS AFFECTING THE WORKS AT JOB SITE

-FOR EXACT LOCATION AND DIMENSIONS OF SLAB OPENINGS AND SLAB OPENING, PLEASE REFER TO STRUCTURAL DRAWINGS.

-CONTRACTOR TO SUBMIT SHOP DRAWINGS DETAILS WITH APPROPRIATE TESTS/SAMPLES/GURANTEES FOR ENGINEERS APPROVAL PRIOR TO MANUFACTURING.

-ALL MECHANICAL ROOMS/ PUMPS ROOMS/ GENERATOR ROOMS/ ARE TO HAVE A FLOATING MACHINE BASE TO ABSORB VIBRATION.

-FOR ALL DETAIL REFERENCES REFER TO OVERALL PLANS/ELEVATIONS/SECTIONS RELATED TO THE SHEET

-ACCESS PANEL LOCATION AND SIZE TO BE COORDINATED WITH THE MECHANICAL DRAWINGS.

-THE CONTRACTOR SHOULD SUBMIT SHOP DRAWING FOR APPROVAL BEFORE START MANUFACTURING

FOR DC1 APPROVAL DESCRIPTION

CHECKED BY:

APPROVED BY:

27 JUN. 2016

ISSUED FOR DC1 APPROVAL

DATE

DRAWING. NO.

AR

MB

C:\Users\mahmoud.fathy\Documents\390142.000_Barwa Bank_mahmoud.fathy.rvt

As indicated

STAGE:

PLOT DATE:

DD

15/06/16

CHECKED QA / QC

P.O. BOX 2778, DOHA - QATAR TEL: 8008555 TEL: (974) 4410 0888

LEAD CONSULTANT

www.barwabank.com

MARINA PLAZA, LEVEL 10 OFFICE 1004-1006 DUBAI MARINA, DUBAI, UAE P.O. BOX 112955 TEL: 971 4382 5200 www.perkinswill.com

LOCAL CONSULTANT 57 AL-JAZEERA ST., BIN-MAHMOUD / BEHZAD BUILDING, 6TH FLOOR P.O. BOX 1876, DOHA-QATAR TEL: (974) 402037 77 / 88 / 99 FAX: (974) 40203766 www.ehaf.com

MEP CONSULTANT SUITE 1704, ABDULLA BIN DARWISH BUILDING AL SALAM STREET P.O. BOX 109870 ABU DHABI, UAE TEL: +971 (0)2 6774 220 FAX: +971 (0)2 6774 202

PROJECT DESCRIPTION 5 BASEMENTS + GROUND + 2 PODIUM + 20 FLOORS

OFFICE BUILDING

DRAWING TITLE

SECTION A-A

AR-301-00 PART:

REVISION:

PROJECT. NO:

O

390142

26


PROJECT NAME AND LOCATION

BARWA BANK HQ TOWER MARINA COM-02, LUSAIL CITY - QATAR NORTH

PIN NO.

69060005

PLANNING NO.

13-2015-00295

KEY PLAN

CAFETERIA

BARWA BANK HEADQUARTERS

THIRD PARTY TENANTS

EXECUTIVE OFFICES

SUPPLY

PARKING B5-001

PARKING B4-001

PODIUM SETBACK 7900

PARKING B3-001

INTAKE SHAFT A1246 FIRE PUMP ROOM B1-010

G

PARKING B2-001

MAXIMUM ALLOWABLE PODIUM HEIGHT +27.000 M

MAXIMUM ALLOWABLE BUILDING HEIGHT +91.800 M

MECHANICAL ZONE 7400

PLOT LIMIT BASEMENT SETBACK

VP OFFICES

3 STAR GSAS DISPENSATION +101.800 M

MEETING ROOMS, MOSQUE, GYM

MEGABRANCH RETAIL

MECHANICAL BULKHEAD +111.800 M

PARKING (RETAIL)

H

PARKING (COMMERCIAL)

GENERAL NOTES : -THESE DRAWINGS SHOULD BE USED IN COORDINATION WITH ALL OTHER DRAWINGS PRESENTED BY THE ARCHITECT, ENGINEER AND CONSULTANTS. -IT IS FORBIDDEN TO ANY OF THE CONCERNED PERSONNEL TO MEASURE THE DRAWING; IN CASE OF NECESSITY, REFER TO THE ARCHITECT OR ENGINEER.

TOWER SETBACK W-01

W-01

W-01

W-01

W-01

W-01

W-01

W-01

W-01

W-01

W-01

W-01

W-01

W-01

W-01

W-01

W-01

W-01

-ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH QCS (QATAR CONSTRUCTION SPECIFICATION). -FOR CURTAIN WALL DETAILS REFER TO CURTAIN WALL DRAWINGS. -ALL EXTERNAL FINISHES TO BE WATER PROOF. -FOR LANDSCAPE DETAILS REFER TO LANDSCAPE DRAWINGS. -UNLESS OTHERWISE SHOWN ON DRAWINGS ALL FLOOR FINISHING SHALL BE SLOPED MIN 0.05% AND MAX 1.0% TOWARDS FLOOR DRAIN.

BOH B1-011

13950

W-01

F

-UNLESS OTHERWISE NOTED. DIMENSIONS ARE IN MM AND TO THE STRUCTURE FACES AND LEVELS ARE IN METERS.

-FOR LOCATION OF FLOOR DRAIN REFER TO MECHANICAL DRAWINGS. -DOOR OPENING SHALL BE LOCATED EITHER MIDWAY IN WALL OR 100MM OFF WALL END AS SHOWN ON DRAWINGS UNLESS OTHERWISE INDICATED. -THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS AFFECTING THE WORKS AT JOB SITE

E

-FOR EXACT LOCATION AND DIMENSIONS OF SLAB OPENINGS AND SLAB OPENING, PLEASE REFER TO STRUCTURAL DRAWINGS.

-ALL MECHANICAL ROOMS/ PUMPS ROOMS/ GENERATOR ROOMS/ ARE TO HAVE A FLOATING MACHINE BASE TO ABSORB VIBRATION.

RETAIL LOBBY B1-002

CW-08

CW-11

CW-11

CW-11

CW-11

CW-11

CW-11

CW-11

CW-11

CW-11

CW-11

CW-11

CW-11

CW-11

CW-11

CW-11

CW-11

CW-11

CW-13

13000

71500

CW-13

-CONTRACTOR TO SUBMIT SHOP DRAWINGS DETAILS WITH APPROPRIATE TESTS/SAMPLES/GURANTEES FOR ENGINEERS APPROVAL PRIOR TO MANUFACTURING.

-FOR ALL DETAIL REFERENCES REFER TO OVERALL PLANS/ELEVATIONS/SECTIONS RELATED TO THE SHEET -ACCESS PANEL LOCATION AND SIZE TO BE COORDINATED WITH THE MECHANICAL DRAWINGS. -THE CONTRACTOR SHOULD SUBMIT SHOP DRAWING FOR APPROVAL BEFORE START MANUFACTURING

LOADING B4-039

RECEPTION G-014

LIFT LOBBY P1-001

PARKING B5-001

PARKING B4-001

MARINA PLAZA, LEVEL 10 OFFICE 1004-1006 DUBAI MARINA, DUBAI, UAE P.O. BOX 112955 TEL: 971 4382 5200 www.perkinswill.com

FIRE PUMP ROOM B1-010

PARKING B3-001

LEAD CONSULTANT

EXHAUST SHAFT A168

7900

LOCAL CONSULTANT 57 AL-JAZEERA ST., BIN-MAHMOUD / BEHZAD BUILDING, 6TH FLOOR P.O. BOX 1876, DOHA-QATAR TEL: (974) 402037 77 / 88 / 99 FAX: (974) 40203766 www.ehaf.com MEP CONSULTANT SUITE 1704, ABDULLA BIN DARWISH BUILDING AL SALAM STREET P.O. BOX 109870 ABU DHABI, UAE TEL: +971 (0)2 6774 220 FAX: +971 (0)2 6774 202

3500

3500

3500

6000

5000

5000

76000

19100

101800

18 LEVELS AT 4000 MM EACH

4900

4900

TOTAL BUILDING HEIGHT

BASEMENT LEVEL 5 -19.10 m

BASEMENT LEVEL 4 -15.60 m

BASEMENT LEVEL 3 -12.10 m

BASEMENT LEVEL 2 -8.60 m

BASEMENT LEVEL 1 -5.10 m

GROUND LEVEL +0.00 m

PODIUM LEVEL 1 +6.00 m

MID P-1 +8.50 m

PODIUM LEVEL 2 +11.00 m

MID P-2 +13.50 m

PODIUM ROOF DECK +16.00 m

TOWER LEVEL 2 +24.00 m

TOWER LEVEL 3 +28.00 m

TOWER LEVEL 4 +32.00 m

TOWER LEVEL 5 +36.00 m

TOWER LEVEL 6 +40.00 m

TOWER LEVEL 7 +44.00 m

TOWER LEVEL 8 +48.00 m

TOWER LEVEL 9 +52.00 m

TOWER LEVEL 10 +56.00 m

TOWER LEVEL 11 +60.00 m

TOWER LEVEL 12 +64.00 m

TOWER LEVEL 13 +68.00 m

TOWER LEVEL 14 +72.00 m

TOWER LEVEL 15 +76.00 m

TOWER LEVEL 16 +80.00 m

TOWER LEVEL 17 +84.00 m

TOWER LEVEL 18 +88.00 m

TOWER LEVEL 19 +92.00 m

MID T19 +94.45 m

TOWER LEVEL 20 +96.90 m

MID T20 +99.35 m

10000

MECHANICAL LEVEL +101.80 m

120900

MID T21 +104.25 m

PROJECT DESCRIPTION 5 BASEMENTS + GROUND + 2 PODIUM + 20 FLOORS

OFFICE BUILDING

1 : 250

PLOT LIMIT 3500

UPPER MECHANICAL LEVEL +106.80 m

SECTION C-C

EXTRACT

BASEMENT SETBACK

ROOF APEX DECK LEVEL +111.80 +111.70 m

1

7400

CHECKED QA / QC

www.barwabank.com PARKING B2-001

OFFICE B4-037

W-01

W-01

W-01

W-01

W-01

W-01

W-01

W-01

W-01

W-01

W-01

W-01

W-01

W-01

W-01

W-01

W-01

W-01

W-01

W-01

W-01

C

DATE

P.O. BOX 2778, DOHA - QATAR TEL: 8008555 TEL: (974) 4410 0888

PODIUM SETBACK

B

27 JUN. 2016

DESCRIPTION

ISSUED FOR DC1 APPROVAL

5100

TOWER SETBACK

A

FOR DC1 APPROVAL

OWNER

ATM B4-038

13950

LIFT LOBBY

D

O

ISSUE

DRAWING TITLE

SECTION C-C PART:

DRAWING. NO.

AR-303-00 DRAWN BY:

AG

VERIFIED BY:

SCALE: FILE NAME:

CHECKED BY:

APPROVED BY:

GD DL

As indicated C:\Users\mahmoud.fathy\Documents\390142.000_Barwa Bank_mahmoud.fathy.rvt

STAGE:

DD

PLOT DATE:

15/06/16

REVISION:

O

PROJECT. NO:

390142

27


PROJECT NAME AND LOCATION

D 6200 3100

3100

SLOPE 1.5%

BARWA BANK HQ TOWER

SLOPED CURTAIN WALL ON GLASS FRAME ASSEMBLY BY APPROVED MANUFACTURER'S SPECS & DETAIL

MARINA COM-02, LUSAIL CITY - QATAR NORTH

SLOPE 1.5%

6 AR-306-03

STAINLESS STEEL CORNER SPLICE WITH 4 WAY SPIDER BRACKET SYSTEM BY APPROVED MANUFACTURER'S DETAIL

PIN NO.

69060005

PLANNING NO.

13-2015-00295

KEY PLAN

LAMINATED GLASS FIN SUPPORT IN ELEVATION BY APPROVED MANUFACTURER'S SPECS & DETAIL

CURTAIN WALL ON LAMINATED GLASS FIN & SPIDER FRAMING SYSTEM

CENTERLINE

3550

STAINLESS STEEL SPLICE WITH 4 WAY SPIDER BRACKET SYSTEM BY APPROVED MANUFACTURER'S DETAIL STAINLESS STEEL SPLICE WITH 4 WAY SPIDER BRACKET SYSTEM BY APPROVED MANUFACTURER'S DETAIL

FINISHED FLOOR, BY INTERIOR DESIGNER

1200

CONCRETE SLAB, REFER TO STRUCTURAL DRAWINGS GLASS RAILING

STAINLESS STEEL FIN SHOE BY APPROVED MANUFACTURER'S DETAIL

CORRIDOR P3-006

PODIUM ROOF DECK +16.00 m

LAMINATED GLASS FIN SUPPORT IN ELEVATION BY APPROVED MANUFACTURER'S SPECS & DETAIL SLOPED CURTAIN WALL ON LAMINATED GLASS FRAME ASSEMBLY BY APPROVED MANUFACTURER'S SPECS & DETAIL

5 AR-306-03

STAINLESS STEEL CORNER SPLICE WITH 4 WAY SPIDER BRACKET SYSTEM BY APPROVED MANUFACTURER'S DETAIL

SLOPE 1.5%

6 AR-306-03

GENERAL NOTES : -THESE DRAWINGS SHOULD BE USED IN COORDINATION WITH ALL OTHER DRAWINGS PRESENTED BY THE ARCHITECT, ENGINEER AND CONSULTANTS. -IT IS FORBIDDEN TO ANY OF THE CONCERNED PERSONNEL TO MEASURE THE DRAWING; IN CASE OF NECESSITY, REFER TO THE ARCHITECT OR ENGINEER. -UNLESS OTHERWISE NOTED. DIMENSIONS ARE IN MM AND TO THE STRUCTURE FACES AND LEVELS ARE IN METERS. -ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH QCS (QATAR CONSTRUCTION SPECIFICATION). -FOR CURTAIN WALL DETAILS REFER TO CURTAIN WALL DRAWINGS. -ALL EXTERNAL FINISHES TO BE WATER PROOF. -FOR LANDSCAPE DETAILS REFER TO LANDSCAPE DRAWINGS. -UNLESS OTHERWISE SHOWN ON DRAWINGS ALL FLOOR FINISHING SHALL BE SLOPED MIN 0.05% AND MAX 1.0% TOWARDS FLOOR DRAIN. -FOR LOCATION OF FLOOR DRAIN REFER TO MECHANICAL DRAWINGS. -DOOR OPENING SHALL BE LOCATED EITHER MIDWAY IN WALL OR 100MM OFF WALL END AS SHOWN ON DRAWINGS UNLESS OTHERWISE INDICATED.

2700

-THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS AFFECTING THE WORKS AT JOB SITE

2500 5000

-FOR EXACT LOCATION AND DIMENSIONS OF SLAB OPENINGS AND SLAB OPENING, PLEASE REFER TO STRUCTURAL DRAWINGS.

1 : 25

8

6

4 NATURAL STONE CAPPING

200

300 240

PODIUM DECK MEZZANINE +20.00 m

-ACCESS PANEL LOCATION AND SIZE TO BE COORDINATED WITH THE MECHANICAL DRAWINGS.

NATURAL STONE CLADDING, MECHANICALLY FIXED SLOPED CURTAIN WALL ON GLASS FRAME ASSEMBLY

CW-08

CURTAIN WALL, ON ALUMINUM FRAMING ASSEMBLY

ROOF BUILT -UP

PODIUM DECK MEZZANINE +20.00 m

450 200

LAMINATED GLASS SPANDREL, ON ALUMINUM FRAMING ASSEMBLY

LAMINATED GLASS SPANDREL, ON ALUMINUM FRAMING ASSEMBLY

SUNDRY INSULATION

250

NATURAL STONE CLADDING

CONCRETE CROSS BRACING, REFER TO STRUCTURAL DRAWINGS 525

CEILING BY INTERIOR DESIGNER

CONCRETE SLAB, REFER TO STRUCTURAL DRAWINGS

LEAD CONSULTANT

2200 4000

4000

4000

PODIUM ROOF DECK +16.00 m 300

PODIUM DECK LANDSCAPE AREA A579

100

2900

2725

2200 MAJILIS P3-007

LAMINATED GLASS DOOR, REFER TO SCHEDULE OF DOORS FOR DETAILS

CONCRETE BEAM, REFER TO STRUCTURAL DRAWINGS

FINISHED FLOOR, REFER TO LANDSCAPE DRAWINGS

PODIUM ROOF DECK +16.00 m

PODIUM ROOF DECK +16.00 m

DESCRIPTION

DATE

CHECKED QA / QC

ISSUED FOR DC1 APPROVAL

P.O. BOX 2778, DOHA - QATAR TEL: 8008555 TEL: (974) 4410 0888

SUNDRY INSULATION LAMINATED GLASS DOOR, REFER TO SCHEDULE OF DOORS FOR DETAILS

ISSUE

NATURAL STONE CLADDING, MECHANICALLY FIXED

200mm BLOCKWORK

G-13

LAMINATED GLASS CURTAIN WALL, ON ALUMINUM FRAMING ASSEMBLY

2700

2900

CW-10

-THE CONTRACTOR SHOULD SUBMIT SHOP DRAWING FOR APPROVAL BEFORE START MANUFACTURING

OWNER

250

1100

250

1275

860

ALUMINUM LOUVER SUNSCREEN 850

-FOR ALL DETAIL REFERENCES REFER TO OVERALL PLANS/ELEVATIONS/SECTIONS RELATED TO THE SHEET

200 50

250

NATURAL STONE CLADDING, MECHANICALLY FIXED

-ALL MECHANICAL ROOMS/ PUMPS ROOMS/ GENERATOR ROOMS/ ARE TO HAVE A FLOATING MACHINE BASE TO ABSORB VIBRATION.

450

455

200

F

NATURAL STONE CAPPING

1500

450

PODIUM DECK MEZZANINE +20.00 m

450

200 100

2 AR-306-06

-CONTRACTOR TO SUBMIT SHOP DRAWINGS DETAILS WITH APPROPRIATE TESTS/SAMPLES/GURANTEES FOR ENGINEERS APPROVAL PRIOR TO MANUFACTURING.

820

5

Podium Wall Section 12

www.barwabank.com

MARINA PLAZA, LEVEL 10 OFFICE 1004-1006 DUBAI MARINA, DUBAI, UAE P.O. BOX 112955 TEL: 971 4382 5200 www.perkinswill.com

LOCAL CONSULTANT 57 AL-JAZEERA ST., BIN-MAHMOUD / BEHZAD BUILDING, 6TH FLOOR P.O. BOX 1876, DOHA-QATAR TEL: (974) 402037 77 / 88 / 99 FAX: (974) 40203766 www.ehaf.com MEP CONSULTANT SUITE 1704, ABDULLA BIN DARWISH BUILDING AL SALAM STREET P.O. BOX 109870 ABU DHABI, UAE TEL: +971 (0)2 6774 220 FAX: +971 (0)2 6774 202 PROJECT DESCRIPTION

PODIUM ROOF DECK +16.00 m

5 BASEMENTS + GROUND + 2 PODIUM + 20 FLOORS

OFFICE BUILDING

DRAWING TITLE

PODIUM WALL SECTIONS SHEET 04 PART:

DRAWING. NO.

AR-304-04 DRAWN BY:

AM

VERIFIED BY:

1

Podium Wall Section 09 1 : 25

2

Podium Wall Section 10 1 : 25

3

Podium Wall Section 10A 1 : 25

4

Podium Wall Section 11 1 : 25

SCALE: FILE NAME:

CHECKED BY:

APPROVED BY:

AR MB 1 : 25

C:\Users\mahmoud.fathy\Documents\390142.000_Barwa Bank_mahmoud.fathy.rvt

STAGE:

DD

REVISION:

PLOT DATE:

10/26/16

PROJECT. NO:

390142

28


Khrityat Masjid and Majlis Client : P.E.O. Location : lusail - Doha - Qatar Leed Consultant : EHAF Scope of Work : Working drawings and Coordination as a senior architect


PROJECT KHRITYIAT MAJLIS AND MOSQUE MOSQUE, MAJLIS, EID PRAYER AND PARKING KHRITIAT, UM SLAL, DOHA - QATAR

DESIGN TEAM MAIN CONSULTANT

EHAF CONSULTING ENGINEERS

STRUCTURAL DESIGNER EHAF CONSULTING ENGINEERS CONSULTANT MEP DESIGNER / CONSULTANT

EHAF CONSULTING ENGINEERS

LANDSCAPE DESIGNER

EHAF CONSULTING ENGINEERS

ARCHITECTURE DETAILED DESIGN PACKAGE

15/10/17

MAIN CONTRACTOR:

OWNER:

MAIN CONSULTANT:

30


PROJECT NAME AND LOCATION

KHRITYIAT MAJLIS AND MOSQUE KHRITYIAT - UM SLAL DOHA - QATAR

7118035

PIN NO.

Kiblah

PLANING NO.

N/2017/0003729

KEY PLAN

B1

B24

2 4

BG

3

BG

2 4

3 1

1

BA

B6 6300

B7 6300

B8 6300

B10 6300

2

B11 6300

B12 6300

145400 6300

B13

B14 6300

B15 6300

B16 6300

13200

B17 6300

49900

B18 6300

B19 6300

B20 6300

B21 6300 6700

B22 6300 10100

F.F.L.

0.40

200 1050

0.50 F.F.L.

15300 6300 3150

0.60 F.F.L.

3150 0.60

F.F.L.

F.F.L.

F.F.L.

6300

0.60

300

BA

0.60 F.F.L.

0.60

300

6300

BB

2

300

6300 6300

6300

6300

6300

47850 6300

6300

6300

6300

2550 6300

13200 6300

01 AR-201-00

6300

2550 6300 145400

6300

6300

6300

47750 6300

AR-202-00

BF 39400

4700 0.60 F.F.L.

3150

BC

6300

01

BG

BE BD

4700

0.60 F.F.L.

17800

4700 39400

3200

0.60 F.F.L.

4700

BD

17925

BE

BI

BH

3200

6300

4740 1575

3150

BF 1

B24

B24

6300 7750

F.F.L.

BG AR-202-00

B23 6300

0.40

BH

AR-301-00

1

01

BC

AR-301-00

BB

6300

6300

BI

8860

1300

50400

B9 6300

BA

4

B1

1300

B5 6300

04 AR-302-00

2

6300

B4 6300

02 AR-302-00

REF TO 1 @ AR-102-03

B3 6300

REF TO 1 @ AR-102-02

B2 6300 6300

REF TO 1 @ AR-102-01

B1 300

AR-201-00

REF TO 1 @ AR-102-02

03 AR-302-00

3

BA

01

DETAIL DESIGN

OCT 2017

AH

AD

-----

00

SCHEMATIC DESIGN

JUNE 2017

AH

AD

-----

ISSUE

DATE

DESCRIPTION

DRAWN CHECKED

QA/QC

ISSUED FOR SCHEMATIC DESIGN

OWNER

25200 6300

6300

6300

6300

6300

6300

6300

200 MAIN CONSULTANT

03

02

04

AR-302-00

AR-302-00

AR-302-00

57 AL-JAZEERA ST., BINMAHMOUD / BEHZAD BUILDING, 6th FLOOR TEL: (+974) 4020 37 77 / 88 / 99 FAX : (+974) 4020 37 66 P.O BOX1876, DOHA, QATAR. W W W .EHAF.COM

DESIGN AND BUILD CONTRACTOR

PROJECT DESCRIPTION

1 AR-102-00

GROUND MASTER FLOOR PLAN

MAJLIS BUILDING

SCALE1 : 250

DRAWING TITLE

GROUND MASTER FLOOR PLAN DRAWING NO.:

PART

AR-102-00 DRAWN BY:

CHECKED BY:

--------VERIFIED BY:

HH. SCALE:

FILE NAME:

AD. APPROVED BY:

MI.

1 : 250 @A1 AR-102-00

STAGE:

REVISION:

-----

PLOT DATE:

15/10/17

R01

PROJECT NO.:

327

31


PROJECT NAME AND LOCATION

B2

B3

B4

B5

B6

B7

B8

APEX +10.20 m 0.80

1.30

GRC TYPE 12

T.O.P.

T.O.P.

DOHA - QATAR APEX +10.20 m

7118035

PIN NO.

Kiblah

PLANING NO.

MJ T.O.P +8.90 m

N/2017/0003729

KEY PLAN

2.40

1.95 1.50 10.20

MJ LOWER ROOF LEVEL S.S.L +5.45 m

9.40

KHRITYIAT - UM SLAL

7.00

7.00

GRC TYPE 04

6.85

T.O.P.

UPPER ROOF PLAN LEVEL S.S.L +6.95 m

GRC TYPE 04

T.O.P.

T.O.P.

MJ LOWER ROOF LEVEL S.S.L +5.45 m

0.32

UPPER ROOF PLAN LEVEL S.S.L +6.95 m

0.05 0.051.03 0.15

MJ T.O.P +8.90 m

9.40

KHRITYIAT MAJLIS AND MOSQUE

B9

REF TO 2 @ AR-201-01

B1

B1

B24

2 4

BG

GRC TYPE 09

GRC TYPE 05

GRC TYPE 05

3

BG

2 4

GRC TYPE 03

4.85

GLASS PANEL 4.85

3 1

PAINT

1

BA

3

2

BA

4

1 B1

PAVEMENT LEVEL +0.15 m ROAD LEVEL +0.00 m

0.60

PAVEMENT LEVEL +0.15 m ROAD LEVEL +0.00 m

T.O.P.

F.F.L.

B24

GROUND FLOOR PLAN F.F.L +0.60 m

0.75

0.60

F.F.L.

0.55

0.15 0.45

GROUND FLOOR PLAN F.F.L +0.60 m

ELEVATION 01 - PART 01 SCALE 1 : 100

B12

B13

B14

B16

10.20

GRC TYPE 11

T.O.P.

PAINT

B15

GRC TYPE 12

9.40

6.85

7.00

T.O.P.

GRC TYPE 02 0.65

GRC TYPE 04

6.95

0.25

UPPER ROOF PLAN LEVEL S.S.L +6.95 m

T.O.P.

PAINT

UPPER ROOF PLAN LEVEL S.S.L +6.95 m

GRC TYPE 04

T.O.P.

MJ LOWER ROOF LEVEL S.S.L +5.45 m GRC

7.65

GRC TYPE 05

0.10

10.20

MJ LOWER ROOF LEVEL S.S.L +5.45 m

GRC TYPE 03

3.43

4.05

PAINT

GROUND FLOOR PLAN F.F.L +0.60 m

0.75 0.60

0.45

T.O.P.

GROUND FLOOR PLAN F.F.L +0.60 m

0.60

PAVEMENT LEVEL +0.15 m ROAD LEVEL +0.00 m

F.F.L.

0.15

0.45

F.F.L.

1.20

0.60

PAVEMENT LEVEL +0.15 m ROAD LEVEL +0.00 m

GLASS PANEL

PAINT

0.60 0.62

5.35

PAINT

GRC TYPE 03

3.45

GRC TYPE 03

APEX +10.20 m MJ T.O.P +8.90 m

0.65

T.O.P.

B17

REF TO 3 @ AR-201-01

B11

REF TO 01 @ AR-201-00

MJ T.O.P +8.90 m

B10

1.25

APEX +10.20 m

B9

0.05

B8

REF TO 1 @ AR-201-01

1 AR-201-01

01

DETAIL DESIGN

OCT 2017

AH

AD

-----

00

SCHEMATIC DESIGN

JUNE 2017

AH

AD

-----

ISSUE

DATE

DESCRIPTION

DRAWN CHECKED

QA/QC

ISSUED FOR SCHEMATIC DESIGN

OWNER

ELEVATION 01 - PART 02 SCALE 1 : 100

MAIN CONSULTANT

9.40

B21

B22

B23

PAINT

B24 APEX +10.20 m

-

T.O.P.

0.80

PAINT

B20

2.42

---

7.00

0.05 0.05 1.16

0.32

PT

GRC TYPE 10 GLASS PANEL

0.75

ELEVATION 01 - PARTIALS

4.85

5.40

0.60

F.F.L.

0.15 0.45

T.O.P.

1.20

F.F.L.

MAJLIS BUILDING DRAWING TITLE

GLASS OPENING

GROUND FLOOR PLAN F.F.L +0.60 m 1.20

0.60 0.60

PAVEMENT LEVEL +0.15 m ROAD LEVEL +0.00 m

3.45

3.45 4.65

GROUND FLOOR PLAN F.F.L +0.60 m

PROJECT DESCRIPTION

MJ LOWER ROOF LEVEL S.S.L +5.45 m

PT

PAINT

5.40

GRC TYPE 03

UPPER ROOF PLAN LEVEL S.S.L +6.95 m

T.O.P.

0.32

GRC TYPE 05

PAINT

0.05 0.05 1.16

0.65 1.12

MJ LOWER ROOF LEVEL S.S.L +5.45 m

PAINT

0.28

T.O.P.

T.O.P.

0.65

7.00

6.85

0.28

UPPER ROOF PLAN LEVEL S.S.L +6.95 m

DESIGN AND BUILD CONTRACTOR

MJ T.O.P +8.90 m

1.30

B19

1.95

MJ T.O.P +8.90 m

B18

1.50

APEX +10.20 m

B17

57 AL-JAZEERA ST., BINMAHMOUD / BEHZAD BUILDING, 6th FLOOR TEL: (+974) 4020 37 77 / 88 / 99 FAX : (+974) 4020 37 66 P.O BOX1876, DOHA, QATAR. W W W .EHAF.COM

10.20

B16

REF TO 01 @ AR-201-00

2 AR-201-01

PAVEMENT LEVEL +0.15 m ROAD LEVEL +0.00 m

DRAWING NO.:

PART

AR-201-01 DRAWN BY:

CHECKED BY:

--------VERIFIED BY:

HH.

3 AR-201-01

ELEVATION 01 - PART 03

SCALE:

SCALE 1 : 100

FILE NAME:

AD. APPROVED BY:

MI.

1 : 100@A1 AR-201-01

STAGE:

REVISION:

-----

PLOT DATE:

15/10/17

R01

PROJECT NO.:

327

32


GRC

T.O.P.

B3

B4

B5

B6

GRC

PLASTER

6.95

6.95

T.O.S.

T.O.S.

- GRAVEL MULCH / 500*500*50mm THK. CONCRETE TILES LOOSE LAID AS SHOWN IN ROOF PLAN - FILTER LAYER OF GEOTEXTILE. -THERMAL INSULATION. - FILTER LAYER OF GEOTEXTILE. - WATER PROOFING MEMBRANE. - SCREED SLOPED TO DRAIN. - RC SLAB (REF. TO STRUCTURAL DRW.)

PROJECT NAME AND LOCATION

B7

B8

B9

GRC

PLASTER

KHRITYIAT MAJLIS AND MOSQUE

REF TO 2 @ AR-301-01

7.00

- GRAVEL MULCH / 500*500*50mm THK. CONCRETE TILES LOOSE LAID AS SHOWN IN ROOF PLAN - FILTER LAYER OF GEOTEXTILE. -THERMAL INSULATION. - FILTER LAYER OF GEOTEXTILE. - WATER PROOFING MEMBRANE. - SCREED SLOPED TO DRAIN. - RC SLAB (REF. TO STRUCTURAL DRW.)

KHRITYIAT - UM SLAL

APEX +10.20 m

DOHA - QATAR

MJ T.O.P +8.90 m

7118035

PIN NO.

Kiblah

PLANING NO.

N/2017/0003729

KEY PLAN

UPPER ROOF PLAN LEVEL S.S.L +6.95 m

5.77

0.32

1.30 10.20

MJ LOWER ROOF LEVEL S.S.L +5.45 m

2.40

1.95 1.50

UPPER ROOF PLAN LEVEL S.S.L +6.95 m

0.05 0.051.03 0.15

MJ T.O.P +8.90 m

0.80

APEX +10.20 m

B2

2.45

B1

MJ LOWER ROOF LEVEL S.S.L +5.45 m

T.O.S.

B1

B24

2 4

BG

3

4.85

4 3 1

GROUND FLOOR PLAN F.F.L +0.60 m

GROUND FLOOR PLAN F.F.L +0.60 m F.F.L.

0.45

F.F.L.

B9

REF TO 1 @ AR-301-01

B8 APEX +10.20 m GRC

UPPER ROOF PLAN LEVEL S.S.L +6.95 m

B10

B11 10.20

T.O.P.

PLASTER

- GRAVEL MULCH / 500*500*50mm THK. CONCRETE TILES LOOSE LAID AS SHOWN IN ROOF PLAN - FILTER LAYER OF GEOTEXTILE. -THERMAL INSULATION. - FILTER LAYER OF GEOTEXTILE. - WATER PROOFING MEMBRANE. - SCREED SLOPED TO DRAIN. - RC SLAB (REF. TO STRUCTURAL DRW.) GRC

B12

B13

GRC

8.90

- GRAVEL MULCH / 500*500*50mm THK. CONCRETE TILES LOOSE LAID AS SHOWN IN ROOF PLAN - FILTER LAYER OF GEOTEXTILE. -THERMAL INSULATION. - FILTER LAYER OF GEOTEXTILE. - WATER PROOFING MEMBRANE. - SCREED SLOPED TO DRAIN. - RC SLAB (REF. TO STRUCTURAL DRW.)

B14

B15

B16

T.O.S.

PLASTER

B24

APEX +10.20 m MJ T.O.P +8.90 m UPPER ROOF PLAN LEVEL S.S.L +6.95 m

MJ LOWER ROOF LEVEL S.S.L +5.45 m

T.O.S.

GROUND FLOOR PLAN F.F.L +0.60 m

GROUND FLOOR PLAN F.F.L +0.60 m

0.60

PAVEMENT LEVEL +0.15 m

0.60

F.F.L.

PAVEMENT LEVEL +0.15 m

F.F.L.

ROAD LEVEL +0.00 m

ROAD LEVEL +0.00 m - GRANITE 30mm. - SCREED SLAB 70mm. - STRUCTURE SLAB 200mm. - 12:20mm GEOTETILE PROTECTION LAYER. - 4mm WATERPROOFING MEMBERANE. - 100mm SMOUTH PLAIN CONCRETE. - POLYETHYLENE SHEET 1000 GAUGE. - COMPACTED SOIL.

SECTION 01 - PART 02

2

BA

4

B17

5.95

MJ LOWER ROOF LEVEL S.S.L +5.45 m

SCALE 1 : 100

AR-301-01

2 1

- GRANITE 30mm. - SCREED SLAB 70mm. - STRUCTURE SLAB 200mm. - 12:20mm GEOTETILE PROTECTION LAYER. - 4mm WATERPROOFING MEMBERANE. - 100mm SMOUTH PLAIN CONCRETE. - POLYETHYLENE SHEET 1000 GAUGE. - COMPACTED SOIL.

SCALE 1 : 100

MJ T.O.P +8.90 m

3

B1

ROAD LEVEL +0.00 m

SECTION 01 - PART 01

1 AR-301-01

1

BA

PAVEMENT LEVEL +0.15 m

REF TO 3 @ AR-301-01

ROAD LEVEL +0.00 m

0.60

0.63

0.60

PAVEMENT LEVEL +0.15 m

BG

2

01

DETAIL DESIGN

OCT 2017

00

SCHEMATIC DESIGN

JUNE 2017

ISSUE

AH

AD

-----

AH

AD

-----

DRAWN CHECKED

QA/QC

ISSUED FOR SCHEMATIC DESIGN

OWNER

- GRANITE 30mm. - SCREED SLAB 70mm. - STRUCTURE SLAB 200mm. - 12:20mm GEOTETILE PROTECTION LAYER. - 4mm WATERPROOFING MEMBERANE. - 100mm SMOUTH PLAIN CONCRETE. - POLYETHYLENE SHEET 1000 GAUGE. - COMPACTED SOIL.

DATE

DESCRIPTION

MAIN CONSULTANT

B19

B20

B21

B22

B23

B24

T.O.S.

MJ LOWER ROOF LEVEL S.S.L +5.45 m

1.25

7.00

2.00

6.95

1.30

PLASTER

- GRAVEL MULCH / 500*500*50mm THK. CONCRETE TILES LOOSE LAID AS SHOWN IN ROOF PLAN - FILTER LAYER OF GEOTEXTILE. -THERMAL INSULATION. - FILTER LAYER OF GEOTEXTILE. - WATER PROOFING MEMBRANE. - SCREED SLOPED TO DRAIN. - RC SLAB (REF. TO STRUCTURAL DRW.)

T.O.P.

5.45

1.50

GRC

1.95

APEX +10.20 m

T.O.S.

UPPER ROOF PLAN LEVEL S.S.L +6.95 m

4.85

DRAWING TITLE

SECTION 01 - PARTIALS

F.F.L.

0.60

0.45

0.60

0.15

F.F.L.

ROAD LEVEL +0.00 m

MAJLIS BUILDING

GROUND FLOOR PLAN F.F.L +0.60 m

2.50

0.60

0.63

PAVEMENT LEVEL +0.15 m

PROJECT DESCRIPTION

MJ LOWER ROOF LEVEL S.S.L +5.45 m

6.35

0.65 3.43

GROUND FLOOR PLAN F.F.L +0.60 m

DESIGN AND BUILD CONTRACTOR

MJ T.O.P +8.90 m

10.20

UPPER ROOF PLAN LEVEL S.S.L +6.95 m

B18

1.50

MJ T.O.P +8.90 m

B17

REF TO 2 @ AR-301-01

B16 APEX +10.20 m

- GRAVEL MULCH / 500*500*50mm THK. CONCRETE TILES LOOSE LAID AS SHOWN IN ROOF PLAN - FILTER LAYER OF GEOTEXTILE. -THERMAL INSULATION. - FILTER LAYER OF GEOTEXTILE. - WATER PROOFING MEMBRANE. - SCREED SLOPED TO DRAIN. - RC SLAB (REF. TO STRUCTURAL DRW.)

57 AL-JAZEERA ST., BINMAHMOUD / BEHZAD BUILDING, 6th FLOOR TEL: (+974) 4020 37 77 / 88 / 99 FAX : (+974) 4020 37 66 P.O BOX1876, DOHA, QATAR. W W W .EHAF.COM

PAVEMENT LEVEL +0.15 m

DRAWING NO.:

PART

AR-301-01

ROAD LEVEL +0.00 m DRAWN BY:

3 AR-301-01

SECTION 01 - PART 03 SCALE 1 : 100

- GRANITE 30mm. - SCREED SLAB 70mm. - STRUCTURE SLAB 200mm. - 12:20mm GEOTETILE PROTECTION LAYER. - 4mm WATERPROOFING MEMBERANE. - 100mm SMOUTH PLAIN CONCRETE. - POLYETHYLENE SHEET 1000 GAUGE. - COMPACTED SOIL.

- NONSLIP CERAMIC TILES 300X300mm. SCREED SLAB 70mm. - STRUCTURE SLAB 200mm. - 12:20mm GEOTETILE PROTECTION LAYER. - 4mm WATERPROOFING MEMBERANE. - 100mm SMOUTH PLAIN CONCRETE. - POLYETHYLENE SHEET 1000 GAUGE. - COMPACTED SOIL.

CHECKED BY:

--------VERIFIED BY:

HH. SCALE:

FILE NAME:

AD. APPROVED BY:

MI.

1 : 100@A1 AR-301-01

STAGE:

REVISION:

-----

PLOT DATE:

15/10/17

R01

PROJECT NO.:

327

33


PROJECT NAME AND LOCATION

BF

BE

BD

MJ T.O.P +8.90 m PLASTER

1.95

BB

KHRITYIAT MAJLIS AND MOSQUE

MJ LOWER ROOF LEVEL S.S.L +5.45 m

KHRITYIAT - UM SLAL

APEX +10.20 m

DOHA - QATAR

BA

5.45

PLANING NO.

KEY PLAN

MJ LOWER ROOF LEVEL S.S.L +5.45 m

0.80

B24

2

8.90

8.75

B1

4

BG

6.80

3

4

F.F.L.

0.15

APEX +10.20 m

BB

10.20

BC

BD

BE

BF

T.O.S.

BA

PLASTER

B24

APEX +10.20 m

7.00

5.95

1.50

MJ T.O.P +8.90 m

UPPER ROOF PLAN LEVEL S.S.L +6.95 m

T.O.P.

T.O.S.

MJ LOWER ROOF LEVEL S.S.L +5.45 m

2 AR-302-00

4.85

F.F.L.

F.F.L.

- GRANITE 30mm. - SCREED SLAB 70mm. - STRUCTURE SLAB 200mm. - 12:20mm GEOTETILE PROTECTION LAYER. - 4mm WATERPROOFING MEMBERANE. - 100mm SMOUTH PLAIN CONCRETE. - POLYETHYLENE SHEET 1000 GAUGE. - COMPACTED SOIL.

SCALE 1 : 100

GROUND FLOOR PLAN F.F.L +0.60 m PAVEMENT LEVEL +0.15 m ROAD LEVEL +0.00 m

0.60

F.F.L.

SECTION 03

2.22

0.60

0.60

PAVEMENT LEVEL +0.15 m ROAD LEVEL +0.00 m

0.60

- GRANITE 30mm. - SCREED SLAB 70mm. - STRUCTURE SLAB 200mm. - 12:20mm GEOTETILE PROTECTION LAYER. - 4mm WATERPROOFING MEMBERANE. - 100mm SMOUTH PLAIN CONCRETE. - POLYETHYLENE SHEET 1000 GAUGE. - COMPACTED SOIL.

0.15 0.45

0.45

GROUND FLOOR PLAN F.F.L +0.60 m

4.15

4.85

7.45

4.16

10.05

MJ LOWER ROOF LEVEL S.S.L +5.45 m

1 B1

BI

1.50

UPPER ROOF PLAN LEVEL S.S.L +6.95 m

BH

- GRAVEL MULCH / 500*500*50mm THK. CONCRETE TILES LOOSE LAID AS 10.20 SHOWN IN ROOF PLAN T.O.P. - FILTER LAYER OF GEOTEXTILE. -THERMAL INSULATION. - FILTER LAYER OF GEOTEXTILE. - WATER PROOFING MEMBRANE. - SCREED SLOPED TO DRAIN. - RC SLAB (REF. TO STRUCTURAL DRW.)

8.90

1.95

1.30

0.850.05 1.25

MJ T.O.P +8.90 m

BG

GRC

T.O.P.

BA

4

- GRANITE 30mm. - SCREED SLAB 70mm. - STRUCTURE SLAB 200mm. - 12:20mm GEOTETILE PROTECTION LAYER. - 4mm WATERPROOFING MEMBERANE. - 100mm SMOUTH PLAIN CONCRETE. - POLYETHYLENE SHEET 1000 GAUGE. - COMPACTED SOIL.

1.30

1 AR-303-00

- GRAVEL MULCH / 500*500*50mm THK. CONCRETE TILES LOOSE LAID AS SHOWN IN ROOF PLAN - FILTER LAYER OF GEOTEXTILE. -THERMAL INSULATION. - FILTER LAYER OF GEOTEXTILE. - WATER PROOFING MEMBRANE. - SCREED SLOPED TO DRAIN. - RC SLAB (REF. TO STRUCTURAL DRW.)

2

3.22

SCALE 1 : 100

3

PAVEMENT LEVEL +0.15 m ROAD LEVEL +0.00 m

1.95

SECTION 02

1

BA

10.05

- GRANITE 30mm. - SCREED SLAB 70mm. - STRUCTURE SLAB 200mm. - 12:20mm GEOTETILE PROTECTION LAYER. - 4mm WATERPROOFING MEMBERANE. - 100mm SMOUTH PLAIN CONCRETE. - POLYETHYLENE SHEET 1000 GAUGE. - COMPACTED SOIL.

4.85

3.90 0.15

0.60

F.F.L.

0.45

0.60

F.F.L.

0.45

0.60

1

GROUND FLOOR PLAN F.F.L +0.60 m

0.15

5.30

1

BG

2

3

GROUND FLOOR PLAN F.F.L +0.60 m

AR-302-00

N/2017/0003729

UPPER ROOF PLAN LEVEL S.S.L +6.95 m

T.O.S.

PAVEMENT LEVEL +0.15 m ROAD LEVEL +0.00 m

7118035

PIN NO.

Kiblah

MJ T.O.P +8.90 m

1.50

UPPER ROOF PLAN LEVEL S.S.L +6.95 m

BC - GRAVEL MULCH / 500*500*50mm THK. CONCRETE TILES LOOSE LAID AS SHOWN IN ROOF PLAN - FILTER LAYER OF GEOTEXTILE. -THERMAL INSULATION. - FILTER LAYER OF GEOTEXTILE. - WATER PROOFING MEMBRANE. - SCREED SLOPED TO DRAIN. - RC SLAB (REF. TO STRUCTURAL DRW.)

1.95

BG

1.50

BH

1.42 0.13

BI APEX +10.20 m

01

DETAIL DESIGN

OCT 2017

AH

AD

-----

00

SCHEMATIC DESIGN

JUNE 2017

AH

AD

-----

ISSUE

DRAWN CHECKED

QA/QC

ISSUED FOR SCHEMATIC DESIGN

OWNER

- EPOXY PAINT. - SCREED SLAB 70mm. - STRUCTURE SLAB 200mm. - 12:20mm GEOTETILE PROTECTION LAYER. - 4mm WATERPROOFING MEMBERANE. - 100mm SMOUTH PLAIN CONCRETE. - POLYETHYLENE SHEET 1000 GAUGE. - COMPACTED SOIL.

DATE

DESCRIPTION

MAIN CONSULTANT

BF

BG

BH

3 AR-302-00

SECTION 04 SCALE 1 : 100

3.95

3.95

PLASTER

5.45

PROJECT DESCRIPTION

10.05 6.80

0.45

F.F.L.

- GRANITE 30mm. - SCREED SLAB 70mm. - STRUCTURE SLAB 200mm. - 12:20mm GEOTETILE PROTECTION LAYER. - 4mm WATERPROOFING MEMBERANE. - 100mm SMOUTH PLAIN CONCRETE. - POLYETHYLENE SHEET 1000 GAUGE. - COMPACTED SOIL.

MJ LOWER ROOF LEVEL S.S.L +5.45 m

MAJLIS BUILDING

4.85

4.85

4.85

0.40

F.F.L.

- NONSLIP CERAMIC TILES 300X300mm. - CEMENT SCREED 20mm. - SCREED SLAB 70mm. - STRUCTURE SLAB 200mm. - 12:20mm GEOTETILE PROTECTION LAYER. - 4mm WATERPROOFING MEMBERANE. - 100mm SMOUTH PLAIN CONCRETE. - POLYETHYLENE SHEET 1000 GAUGE. - COMPACTED SOIL.

5.15

4.65

0.60

DESIGN AND BUILD CONTRACTOR

DRAWING TITLE

SECTION 02 , SECTION 03 & SECTION 04

GROUND FLOOR PLAN F.F.L +0.60 m

EPOXY PAINT

1.80

F.F.L.

57 AL-JAZEERA ST., BINMAHMOUD / BEHZAD BUILDING, 6th FLOOR TEL: (+974) 4020 37 77 / 88 / 99 FAX : (+974) 4020 37 66 P.O BOX1876, DOHA, QATAR. W W W .EHAF.COM

UPPER ROOF PLAN LEVEL S.S.L +6.95 m

T.O.P.

2.45 2.20

4.65

2.45 2.20

0.45

0.45

0.60

MJ T.O.P +8.90 m

1.30

6.95

0.80 3.76

0.29

0.80 4.05

4.85

GROUND FLOOR PLAN F.F.L +0.60 m PAVEMENT LEVEL +0.15 m ROAD LEVEL +0.00 m

0.20

1.10

GRC

0.32

2.05

BA

- GRAVEL MULCH / 500*500*50mm THK. CONCRETE TILES LOOSE LAID AS SHOWN IN ROOF PLAN - FILTER LAYER OF GEOTEXTILE. -THERMAL INSULATION. - FILTER LAYER OF GEOTEXTILE. - WATER PROOFING MEMBRANE. - SCREED SLOPED TO DRAIN. - RC SLAB (REF. TO STRUCTURAL DRW.)

APEX +10.20 m

- GRAVEL MULCH / 500*500*50mm THK. CONCRETE TILES LOOSE LAID AS SHOWN IN ROOF PLAN - FILTER LAYER OF GEOTEXTILE. -THERMAL INSULATION. - FILTER LAYER OF GEOTEXTILE. - WATER PROOFING MEMBRANE. - SCREED SLOPED TO DRAIN. - RC SLAB (REF. TO STRUCTURAL DRW.)

T.O.S.

10.05

MJ LOWER ROOF LEVEL S.S.L +5.45 m

1.40

1.30 1.95 1.50

UPPER ROOF PLAN LEVEL S.S.L +6.95 m

1.30

APEX +10.20 m MJ T.O.P +8.90 m

BI

3.25

BE

1.95

BD

1.50

BC

1.50

BB

PAVEMENT LEVEL +0.15 m ROAD LEVEL +0.00 m

DRAWING NO.:

PART

AR-302-00 DRAWN BY:

- STRUCTURE SLAB 200mm. - WATERPROOFING MEMBERANE 20mm. - SLAB ON GRADE. - 12:20mm GEOTETILE PROTECTION LAYER. - 4mm WATERPROOFING MEMBERANE. - 100mm SMOUTH PLAIN CONCRETE. - POLYETHYLENE SHEET 1000 GAUGE. - COMPACTED SOIL.

CHECKED BY:

--------VERIFIED BY:

HH. SCALE:

FILE NAME:

AD. APPROVED BY:

MI.

1 : 100@A1 AR-302-00

STAGE:

REVISION:

-----

PLOT DATE:

15/10/17

R01

PROJECT NO.:

327

34


PROJECT NAME AND LOCATION

KHRITYIAT MAJLIS AND MOSQUE KHRITYIAT - UM SLAL DOHA - QATAR

BB

B12

7118035

PIN NO.

Kiblah

PLANING NO.

N/2017/0003729

KEY PLAN

9.40

9.40

T.O.P.

T.O.P.

MJ T.O.P +8.90 m

B1

B24

2 4

BG

3

BG

2 4

3 1

- GRAVEL MULCH / 500*500*50mm THK. CONCRETE TILES LOOSE LAID AS SHOWN IN ROOF PLAN - FILTER LAYER OF GEOTEXTILE. -THERMAL INSULATION. - FILTER LAYER OF GEOTEXTILE. - WATER PROOFING MEMBRANE. - SCREED SLOPED TO DRAIN. - RC SLAB (REF. TO STRUCTURAL DRW.)

1

BA

3

CONCRETE BEAM

2

BA

4

1 B1

BB

0.75

- GRAVEL MULCH / 500*500*50mm THK. CONCRETE TILES LOOSE LAID AS SHOWN IN ROOF PLAN - FILTER LAYER OF GEOTEXTILE. -THERMAL INSULATION. - FILTER LAYER OF GEOTEXTILE. - WATER PROOFING MEMBRANE. - SCREED SLOPED TO DRAIN. - RC SLAB (REF. TO STRUCTURAL DRW.)

6.95

T.O.S.

T.O.P.

UPPER ROOF PLAN LEVEL S.S.L +6.95 m

7.00

6.95

UPPER ROOF PLAN LEVEL S.S.L +6.95 m

T.O.P.

T.O.S.

UPPER ROOF PLAN LEVEL S.S.L +6.95 m

6.95 T.O.P.

1.13 1.50

1.27 1.57

5.95

T.O.S.

0.30

CEMENT PLASTER +PAINTS

T.O.S.

MJ LOWER ROOF LEVEL S.S.L +5.45 m

0.88

CEMENT PLASTER+PAINTS

5.45

0.75

0.55 0.55 0.28

GRC ARCH GRC ARCH

CONCRETE ARCH

DECORATIVE GRC ARCH

1.45

CONCRETE ARCH

5.22

LOBBY ENTRANCE 02

1.95

WALL SECTION-03 SCALE 1 : 25

AD

-----

AH

AD

----QA/QC

ISSUED FOR SCHEMATIC DESIGN

57 AL-JAZEERA ST., BINMAHMOUD / BEHZAD BUILDING, 6th FLOOR TEL: (+974) 4020 37 77 / 88 / 99 FAX : (+974) 4020 37 66 P.O BOX1876, DOHA, QATAR. W W W .EHAF.COM

TOILET 09 1.80

1 AR-304-00

AH

DRAWN CHECKED

MAIN CONSULTANT 1.20

- TILES AS PER FINISHES SCHEDULE - SCREED SLAB 70mm. - STRUCTURE SLAB 150mm. - 12:20mm GEOTETILE PROTECTION LAYER. - 4mm WATERPROOFING MEMBERANE. - 100mm SMOUTH PLAIN CONCRETE. - POLYETHYLENE SHEET 1000 GAUGE. - COMPACTED SOIL.

DATE

DESIGN AND BUILD CONTRACTOR

F.F.L.

F.F.L.

PAVEMENT LEVEL +0.15 m ROAD LEVEL +0.00 m

- TILES AS PER FINISHES SCHEDULE - SCREED SLAB 70mm. - STRUCTURE SLAB150mm. - 12:20mm GEOTETILE PROTECTION LAYER. - 4mm WATERPROOFING MEMBERANE. - 100mm SMOUTH PLAIN CONCRETE. - POLYETHYLENE SHEET 1000 GAUGE. - COMPACTED SOIL.

2 AR-304-00

WALL SECTION-04 SCALE 1 : 25

0.60

F.F.L.

PAVEMENT LEVEL +0.15 m ROAD LEVEL +0.00 m

-INTERLOCK PAVEMENT TILES. -CLEAN SAND.

0.15

F.F.L.

0.60

GROUND FLOOR PLAN F.F.L +0.60 m

0.45

0.60

0.60

0.60 0.15 0.15 0.15

0.60

0.63

GROUND FLOOR PLAN F.F.L +0.60 m

F.F.L.

JUNE 2017

DESCRIPTION

0.80

0.80

4.65

W02

LINTEL

0.60

OCT 2017

SCHEMATIC DESIGN

FIXED WINDOW SERVICES

2.55

1.73

D03

DETAIL DESIGN

00

OWNER

MAJLIS 01

DOUBLE HINGED WOODEN DOOR WITH FRAME

W01

01

ISSUE

ARCHED WINDOW

4.70

0.20

DINING 07

5.15

0.40

6.80

6.27

1.22

1.50

STAINED GLASS PANEL

1.23

0.65

MJ LOWER ROOF LEVEL S.S.L +5.45 m

5.45 GYPSUM BOARD THK.12mm

GYPSUM BOARD THK.12mm

6.27

0.05 0.32 0.05 0.21

T.O.S.

MJ LOWER ROOF LEVEL S.S.L +5.45 m

- GRAVEL MULCH / 500*500*50mm THK. CONCRETE TILES LOOSE LAID AS SHOWN IN ROOF PLAN - FILTER LAYER OF GEOTEXTILE. -THERMAL INSULATION. - FILTER LAYER OF GEOTEXTILE. - WATER PROOFING MEMBRANE. - SCREED SLOPED TO DRAIN. - RC SLAB (REF. TO STRUCTURAL DRW.)

0.65

1.00

0.28

6.95

B24

F.F.L.

GROUND FLOOR PLAN F.F.L +0.60 m

PAVEMENT LEVEL +0.15 m ROAD LEVEL +0.00 m

- NONSLIP CERAMIC TILES 300X300mm. - CEMENT SCREED 20mm. - SCREED SLAB 70mm. - 12:20mm GEOTETILE PROTECTION LAYER. - 4mm WATERPROOFING MEMBERANE. - 100mm SMOUTH PLAIN CONCRETE. - POLYETHYLENE SHEET 1000 GAUGE. - COMPACTED SOIL.

3 AR-304-00

PROJECT DESCRIPTION

MAJLIS BUILDING DRAWING TITLE

WALL SECTION 3&4&5 DRAWING NO.:

WS05 SCALE 1 : 25

PART

AR-304-00 DRAWN BY:

CHECKED BY:

--------VERIFIED BY:

HH. SCALE:

FILE NAME:

AD. APPROVED BY:

MI.

1 : 25 @A1 AR-304-00

STAGE:

REVISION:

-----

PLOT DATE:

15/10/17

R01

PROJECT NO.:

327

35


B20

B20

B21

B21

PROJECT NAME AND LOCATION

KHRITYIAT MAJLIS AND MOSQUE KHRITYIAT - UM SLAL

SOAP DISPENSER

WASH LAVATORY

DOHA - QATAR

7118035

PIN NO.

Kiblah

PLANING NO.

0.48

B21

2 AR-402-02

6.95

0.18

T.O.P.

MJ LOWER ROOF LEVEL S.S.L +5.45 m

MOISTURE RESISTANT GYPSUM BOARD (12mm THK.)

CEMENT PLASTER (20mm)

CEMENT PLASTER (20mm)

CEMENT PLASTER (20mm)

CERAMIC TILES (300*300mm)

TOILET 23

MOISTURE RESISTANT GYPSUM BOARD (12mm THK.)

TOILET 23

F.F.L.

0.10 0.20

0.60

0.40

CERAMIC SKIRTING (300*300*100mm)

GROUND FLOOR PLAN F.F.L +0.60 m

CERAMIC SKIRTING (300*300*100mm)

GROUND FLOOR PLAN F.F.L +0.60 m

OCT 2017

SCHEMATIC DESIGN

JUNE 2017 DATE

DESCRIPTION

AH

AD

-----

AH

AD

-----

DRAWN CHECKED

QA/QC

ISSUED FOR SCHEMATIC DESIGN

OWNER

MAIN CONSULTANT

CERAMIC TILES (300*300mm)

57 AL-JAZEERA ST., BINMAHMOUD / BEHZAD BUILDING, 6th FLOOR TEL: (+974) 4020 37 77 / 88 / 99 FAX : (+974) 4020 37 66 P.O BOX1876, DOHA, QATAR. W W W .EHAF.COM

2.20

CERAMIC SKIRTING (300*300*100mm)

PROJECT DESCRIPTION

PAPER HOLDER

1.26

1.18

HAND SPRAY

0.26 0.50

HAND SPRAY

DETAIL DESIGN

00

DESIGN AND BUILD CONTRACTOR

2.20

HAND DRYER PAPER HOLDER

01

CEMENT PLASTER (20mm) WASH ROOM 22

PAPER TOWEL DISPENSER

PAPER HOLDER

MJ LOWER ROOF LEVEL S.S.L +5.45 m

ISSUE

CERAMIC TILES (300*300mm)

CERAMIC TILES (300*300mm)

F.F.L.

0.60

F.F.L.

HAND SPRAY 0.24

MOISTURE RESISTANT GYPSUM BOARD (12mm THK.)

5.62

0.50

MOISTURE RESISTANT GYPSUM BOARD (12mm THK.)

UPPER ROOF PLAN LEVEL S.S.L +6.95 m

- GRAVEL MULCH / 500*500*50mm THK. CONCRETE TILES LOOSE LAID AS SHOWN IN ROOF PLAN - FILTER LAYER OF GEOTEXTILE. -THERMAL INSULATION. - FILTER LAYER OF GEOTEXTILE. - WATER PROOFING MEMBRANE. - SCREED SLOPED TO DRAIN. - RC SLAB (REF. TO STRUCTURAL DRW.)

0.40

MJ LOWER ROOF LEVEL S.S.L +5.45 m

B20

SCALE 1 : 25

(0.3*0.3*9)=2.7

F.F.L.

0.40

1.20

TOILET + WASH RM - FLOORING

0.10 0.20

UPPER ROOF PLAN LEVEL S.S.L +6.95 m

5.62

0.10 0.20

START POINT

1.20

HAND DRYER

0.10 0.20

BI

0.26 0.50

0.18

0.26

0.10

- GRAVEL MULCH / 500*500*50mm THK. CONCRETE TILES LOOSE LAID AS SHOWN IN ROOF PLAN - FILTER LAYER OF GEOTEXTILE. -THERMAL INSULATION. - FILTER LAYER OF GEOTEXTILE. - WATER PROOFING MEMBRANE. - SCREED SLOPED TO DRAIN. - RC SLAB (REF. TO STRUCTURAL DRW.)

SCALE 1 : 25

GROUND FLOOR PLAN F.F.L +0.60 m

0.90

0.30

0.65

0.90

0.24 0.30

0.26

0.90

KEY PLAN

TOILET+WASH RM -SECTION 1 AR-402-02

TOILET + WASH RM PLAN

CERAMIC SKIRTING (300*300*100mm)

0.18

MARBLE THRESHOLD

0.24

0.30

PAPER TOWEL DISPENSER

1

0.60

0.30

0.73

0.65

TOILET+WASH RM -SECTION 1 AR-402-02

AR-402-02

0.18

TOILET+WASH RM 22 SECTION AR-402-03 3

TOILET+WASH RM SECTION 2 AR-402-02

2.80

1.07

0.30

2.35

2.35

0.10

0.90

WASH ROOM 22

0.80

1.13 0.73

1.20

0.26

0.26

0.18

0.90

0.92

0.30

0.26

0.62

0.90

0.63

0.23

0.20 0.30

0.92

TOILET 23

0.56 0.32 0.140.10

PAPER HOLDER

0.62

BI

1.80 TOILET+WASH RM SECTION 2 AR-402-02

0.30

1.07

0.23

FLEXIBLE SPRAY HOSE

0.73

2.42 0.48 0.48

0.80

1.13 0.32

TOILET

0.140.10

BI

TOILET+WASH RM 22 SECTION AR-402-03 3

0.19 1.00 0.73

0.56

1.80

N/2017/0003729

MAJLIS BUILDING

GROUND FLOOR PLAN F.F.L +0.60 m

DRAWING TITLE

4 AR-402-02

TOILET+WASH RM -SECTION 1 SCALE 1 : 25

- NONSLIP CERAMIC TILES 300X300mm. - CEMENT SCREED 20mm. - SCREED SLAB 70mm. - STRUCTURE SLAB 150mm. - 12:20mm GEOTETILE PROTECTION LAYER. - 4mm WATERPROOFING MEMBERANE. - 100mm SMOUTH PLAIN CONCRETE. - POLYETHYLENE SHEET 1000 GAUGE. - COMPACTED SOIL.

3 AR-402-02

TOILET+WASH RM SECTION 2 SCALE 1 : 25

- NONSLIP CERAMIC TILES 300X300mm. - CEMENT SCREED 20mm. - SCREED SLAB 70mm. - STRUCTURE SLAB 150mm. - 12:20mm GEOTETILE PROTECTION LAYER. - 4mm WATERPROOFING MEMBERANE. - 100mm SMOUTH PLAIN CONCRETE. - POLYETHYLENE SHEET 1000 GAUGE. - COMPACTED SOIL.

TOILET +WASH ROOM DRAWING NO.:

PART

AR-402-02 DRAWN BY:

CHECKED BY:

--------VERIFIED BY:

HH. SCALE:

FILE NAME:

AD. APPROVED BY:

MI.

1 : 25 @A1 AR-402-02

STAGE:

REVISION:

-----

PLOT DATE:

15/10/17

R01

PROJECT NO.:

327

36


D01

MAIN ENTRANCE

D02

ENTRANCES

D03

MAJLIS & DINING

D04

LOBBY & CORRIDOR

D05

TOILETS , ABLUTION & WASHING ROOM

D06

RECEIVING AREA

TOILETS , JANITOR , LOCKERS &GARBAGE ROOM

D07

D08

TOILETS

PROJECT NAME AND LOCATION

2.55 STRUC. OPEN.

KHRITYIAT MAJLIS AND MOSQUE

2.60 STRUC. OPEN.

KHRITYIAT - UM SLAL 1.40

DOHA - QATAR

2.55 STRUC. OPEN.

2.00 STRUC. OPEN.

1.50 STRUC. OPEN.

2.50 STRUC. OPEN.

1.00 STRUC. OPEN.

7118035

PIN NO.

Kiblah 0.80 STRUC. OPEN.

PLANING NO.

N/2017/0003729

2.20

2.20

2.20

B1

B24

1.00

1.00

1.00

HANDLE H.

2.20 1.00

HANDLE H.

1.00

HANDLE H.

2.20

2.55 1.00

HANDLE H.

1.00

HANDLE H.

1.00

HANDLE H.

2.55

3.50

KEY PLAN

2 4

BG

3

BG

2 4

3 1

1

BA

3

2

BA

4

1 B1

OUT

IN

IN

DOOR TYPE OPENING

WOODEN HINGED DOUBLE

STRUCTURAL OPENING 2600 X 3500mm

IN

2.55 STRUC. OPEN.

WOODEN HINGED DOUBLE

DOOR TYPE OPENING

SWING @90°

OUT

OUT

OUT

2.60 STRUC. OPEN.

SWING @90°

STRUCTURAL OPENING 2550 X 2550mm

DOOR TYPE OPENING

HINGED DOUBLE WITH UPPER FRAME SWING @90°

STRUCTURAL OPENING 2550 X 2550mm

IN

IN

2.55 STRUC. OPEN.

DOOR TYPE OPENING

WOODEN HINGED DOUBLE SWING @90°

STRUCTURAL OPENING 2000 X 2200mm

IN

OUT

2.00 STRUC. OPEN.

DOOR TYPE OPENING

WOODEN HINGED DOUBLE SWING @90°

STRUCTURAL OPENING 1500 X 2200mm

IN

IN

OUT

1.50 STRUC. OPEN.

OUT

2.50 STRUC. OPEN.

DOOR TYPE OPENING

WOODEN HINGED DOUBLE SWING @90°

STRUCTURAL OPENING 2500 X 2200mm

OUT

1.00 STRUC. OPEN.

DOOR TYPE OPENING

WOODEN HINGED SINGLE SWING @90°

STRUCTURAL OPENING 1000 X 2200mm

DOOR TYPE OPENING

0.80 STRUC. OPEN.

WOODEN HINGED SINGLE SWING @90°

STRUCTURAL OPENING 800 X 2200mm

FIRE RATING

1.0 HR

FIRE RATING

1.0 HR

FIRE RATING

1.0 HR

FIRE RATING

-

FIRE RATING

-

FIRE RATING

-

FIRE RATING

-

FIRE RATING

-

QUANTITY

-

QUANTITY

-

QUANTITY

-

QUANTITY

-

QUANTITY

-

QUANTITY

-

QUANTITY

-

QUANTITY

-

NOTES

AS PER SUPPLIER

NOTES

AS PER SUPPLIER

NOTES

AS PER SUPPLIER

NOTES

AS PER SUPPLIER

NOTES

AS PER SUPPLIER

NOTES

AS PER SUPPLIER

NOTES

AS PER SUPPLIER

NOTES

AS PER SUPPLIER

D09

FOOD PREPARATION

D10

TX ROOM & LVP ROOM

D11

MV. ROOM

D12

FM 200 ROOM

D13

MV. ROOM

D14

STORE, ELEC. ROOM & LC. ROOM

B24

D15

LOADING DOCK

2.50 STRUC. OPEN.

0.90

2.20 HANDLE H.

HANDLE H.

2.20

1.00 STRUC. OPEN.

2.20 0.90

1.00

HANDLE H.

2.20 1.00

HANDLE H.

1.00

HANDLE H.

1.00

HANDLE H.

1.10 STRUC. OPEN.

0.90 STRUC. OPEN.

2.20

1.50 STRUC. OPEN.

2.20

2.40 STRUC. OPEN.

2.20

2.50 STRUC. OPEN.

01

DETAIL DESIGN

OCT 2017

AH

AD

-----

00

SCHEMATIC DESIGN

JUNE 2017

AH

AD

-----

ISSUE

IN

OUT

OUT

OUT

OUT

OUT

IN

IN

IN

IN

IN

2.40 STRUC. OPEN.

1.50 STRUC. OPEN.

0.90 STRUC. OPEN.

1.10 STRUC. OPEN.

IN

1.00 STRUC. OPEN. 2.50 STRUC. OPEN.

WOOD DOUBLE WITH VISION PANEL SWING @90°

DOOR TYPE OPENING

METAL HINGED DOUBLE LOUVERED SWING @90°

DOOR TYPE OPENING

METAL HINGED DOUBLE WITH LOUVERS DOOR TYPE OPENING SWING @90°

STEEL DOUBLE LOUVERED DOOR

DOOR TYPE OPENING

SWING @90°

METAL HINGED SINGLE SWING @90°

DOOR TYPE OPENING

METAL HINGED SINGLE SWING @90°

DOOR TYPE OPENING

MAIN CONSULTANT

OVERHEAD ROLLING DOOR ROLL UP

STRUCTURAL OPENING 2500 X 2200mm

STRUCTURAL OPENING 2400 X 2200mm

STRUCTURAL OPENING 1500 X 2200mm

FIRE RATING

0.75 HR

FIRE RATING

3.0 HR

FIRE RATING

3.0 HR

FIRE RATING

3.0 HR

FIRE RATING

3.0 HR

FIRE RATING

1.5 HR

FIRE RATING

QUANTITY

-

QUANTITY

-

QUANTITY

-

QUANTITY

-

QUANTITY

-

QUANTITY

-

QUANTITY

-

Door Types

NOTES

AS PER SUPPLIER

NOTES

AS PER SUPPLIER

NOTES

AS PER SUPPLIER

NOTES

AS PER SUPPLIER

NOTES

AS PER SUPPLIER

NOTES

AS PER SUPPLIER

NOTES

AS PER SUPPLIER

SCALE 1 : 50

W01

W02

MAJLIS & DINING

TOILETS

SLV1

TX ROOM

STRUCTURAL OPENING 900 X 2200mm

SLV2

2.50 STRUC. OPEN.

STRUCTURAL OPENING 1000 X 2200mm

STRUCTURAL OPENING 2500 X 2200mm -

57 AL-JAZEERA ST., BINMAHMOUD / BEHZAD BUILDING, 6th FLOOR TEL: (+974) 4020 37 77 / 88 / 99 FAX : (+974) 4020 37 66 P.O BOX1876, DOHA, QATAR. W W W .EHAF.COM

DESIGN AND BUILD CONTRACTOR

MV ROOM

1.50 STRUC. OPEN.

1.23

0.50

PROJECT DESCRIPTION

0.80

MAJLIS BUILDING

0.50 STRUC. OPEN.

F

DRAWING TITLE

DOORS & WINDOWS SCHEDULE

1.80 SILL HT.

2.20

1.73

3.00

3.15

0.20

0.60 STRUC. OPEN.

DRAWING NO.:

PART

AR-601-00

SILL HT.

0.60

STRUCTURAL OPENING 1100 X 2200mm

QA/QC

OUT

2.50 STRUC. OPEN.

DOOR TYPE OPENING

DRAWN CHECKED

ISSUED FOR SCHEMATIC DESIGN

OWNER

OUT

DATE

DESCRIPTION

DRAWN BY:

0.10 0.70 0.10 0.70 0.10 0.70 0.10

2.50 STRUC. OPEN.

WINDOW TYPE

ALUMINIUM DOUBLE GLAZED STAINED

STRUCTURAL OPENING 2500 X 3150mm

CHECKED BY:

--------0.60 STRUC. OPEN.

WINDOW TYPE

ALUMINIUM FIXED SINGLE

STRUCTURAL OPENING 600 X 800mm

0.50 STRUC. OPEN.

LOUVER TYPE

STEEL VERTICAL SAND TRAP LOUVER

STRUCTURAL OPENING 500 X 2200mm

1.50 STRUC. OPEN.

LOUVER TYPE

STEEL HORIZONTAL SAND TRAP LOUVER

STRUCTURAL OPENING 1500 X 500mm

Window & Louvers Types SCALE 1 : 50

VERIFIED BY:

HH. SCALE:

FILE NAME:

AD. APPROVED BY:

MI.

1 : 50 @A1 AR-601-00

STAGE:

REVISION:

-----

PLOT DATE:

15/10/17

R01

PROJECT NO.:

327

37


236

VARIES

: 2 7

VARIES

150

VARIES

CONC. UPSTAND FOR MEP EQUIPMENT

REFER TO MACHINE SPEC'S

VARIES

150

50

MIN. 500mm

BLOCK WORK

FIRE STOP SEALANT (AS REQUIRED) REFRIGERANT PIPE WITH INSULATION (TO MEP DRAWINGS)

GRAVEL MULCH

500x500x50 THK. CONCRETE TILES LOOSE LAID

1% SLOPE

MEP DUCT / AC

THERMAL INSULATION

PLANING NO.

N/2017/0003729

KEY PLAN DUCT INSULATION

FIRE STOP SEALANT (AS REQUIRED)

LOOSE GRAVEL MULCH

BLOCK WORK

WATER PROOFING MEMBRANE

100

7118035

PIN NO.

FIRE STOP SEALANT (AS REQUIRED)

`50

FIRE STOP SEALANT (AS REQUIRED)

SAND LAYER

GALVANIZED SHEET FLASHING

ROOF SSL

FILTER GEOTEXTILE SEPARATION LAYER (100g/m²)

50 50

LIGHT WEIGHT CONCRETE TO LEVEL

50mm EXTRUDED POLYSTYRENE THERMAL INSULATION

0.10

CONCRETE SLAB (REFER TO STRUCTURAL)

ROOF SSL

NOTES: THE ABOVE DETAIL EXPLAINS THE SYSTEM INDICATIVELY. THE CONTRACTOR SHALL CO-ORDINATE WITH SPECIALIZED SUB-CONTRACTOR AND SUBMIT DETAILED CALCULATIONS TO ENSURE THAT THE SPACING OF NEOPRENE MOUNTS IS ADEQUATE FOR THE LOADING AND THAT THE ACOUSTICAL LINING IS ADEQUATE TO ACHIEVE DESIRED TOTAL SOUND REDUCTION.

150

SLAB OPENING

5MM THK. MINERALIZED WATER PROOFING MEMBRANE

150

LIGHT WEIGHT PLAIN CONCRETE CEMENT TO LEVEL

ALL AS PER MANUFACTURER'S RECOMMENDATION AND ENGINEER'S APPROVAL STRUCTURAL SLAB

1

DOHA - QATAR Kiblah Kiblah

CONCRETE LINTEL

MIN. 500mm

50 55 20 50

GROUT

AR-904-00

KHRITYIAT - UM SLAL

DRIP MOLD

25MM THK. CORK DENSITY= 48 KG/m³

MACHINE / EQUIPMENT (REFER TO MEP REQUIREMENTS)

KHRITYIAT MAJLIS AND MOSQUE

PRE-CAST SLAB COVER REF TO STRUC. DRAWINGS

`50

SEALANT WITH BACKING ROD

ALUMINUM FLASHING

WATER PROOFING MEMBRANE

BASE & EQUIPMENT PADDING (TO MEP SPEC'S) SPRING SHOCK ABSORBER

1000 GAUGE POLYETHYLENE SHEET

PROJECT NAME AND LOCATION WATER PROOFING MEMBRANE

REF TO MECH. DWG

20MM THK. MARINE PLY

239 1% SLOPE

1% SLOPE

1% SLOPE

MACHINE BASE FLOATING FLOOR TILES

2

SCALE 1 : 10

AR-904-00

TYP. ROOF OPENING PIPE/HVAC PENETRATION SCALE 1 : 10

NOTE:•

200 mm WIDE STRIP OF MEMBRANE OVER ALL VERTICAL AND HORIZONTAL JOINTS A MIN. OF 200 OVERLAPPING AT MEMBRANE JOINTS USE A REINFORCING MEMBRANE STRIP AT HORIZONTAL AND VERTICAL JOINTS ROOF U-VALUE 0.15 w/m2K

• • •

ROOF DRAIN WATER PROOFING MEMBRANE

LOOSE GRAVEL MULCH FILTER GEOTEXTILE SEPARATION LAYER

LIGHT WEIGHT PLAIN CONCRETE TO LEVEL

50MM EXTRUDED POLYSTYRENE THERMAL INSULATION

CONCRETE SLAB (REFER TO STRUCTURAL)

FILTER LAYER OF GEOTEXTILE WATER PROOFING MEMBRANE WATER PROOFING MEMBRANE

SCREED SLOPED TO DRAIN

LIGHT WEIGHT PLAIN CONCRETE TO LEVEL

PVC TILE PAD R.C. SLAB (REF. STRUCTURAL DRAWINGS )

GRAVEL MULCH / 500x500x50mm THK. CONCRETE TILES LOOSE LAID AS SHOWN IN ROOF PLAN

LOOSE GRAVEL MULCH

CONCRETE SLAB (REFER TO STRUCTURAL)

FILTER GEOTEXTILE SEPARATION LAYER

50

FILTER LAYER OF GEOTEXTILE THERMAL INSULATION

VARIES

100

0.10

0.20 MIN OVERLAPPING

ROOF SSL

50

0.05

50

100

0.05

THERMAL INSULATION

ROOF SSL

ROOF SSL

CONCRETE TILE TYP. DETAIL

4

SCALE 1 : 5

AR-904-00

GRAVEL MULCH TYP. DETAIL

STAINLESS STEEL JUBILEE CLIP

50 50 ISOLATOR FOR SHOCK ABSORBER

LOOSE GRAVEL MULCH

10MM THK. NEOPRENE RUBBER PAD

FILTER GEOTEXTILE SEPARATION LAYER 50mm EXTRUDED POLYSTYRENE THERMAL INSULATION

GALVANIZED SHEET FLASHING GRAVEL MULCH

WATER PROOFING MEMBRANE

100

SAND LAYER 50mm EXTRUDED POLYSTYRENE THERMAL INSULATION

50MM EXTRUDED POLYSTYRENE THERMAL INSULATION LIGHT WEIGHT PLAIN CONCRETE TO LEVEL

DESIGN AND BUILD CONTRACTOR

ROOF SSL

SEALANT (AS REQ'D SPECS)

LIGHT WEIGHT PLAIN CONCRETE TO LEVEL

ALUMINUM FLASHING WITH SUNKEN S/S SCREW TO WALL @ 30MM C/C

TYP. ROOF PENETRATION DETAIL

8

SCALE 1 : 10

AR-904-00

METAL PLASTER STOPPER

STAINLESS STEEL JUBILEE CLIP

20x20MM REGLET

CONCRETE UPSTAND (TO STRUCTURAL)

ROOF SSL

CONCRETE SLAB (REFER TO STRUCTURAL)

LIGHT WEIGHT PLAIN CONCRETE TO LEVEL

50 50

CONCRETE CANT FILLER

5MM WATER PROOFING MEMBRANE

FIXATION DETAIL

MAJLIS & MOSQUE BUILDINGS

CONCRETE CANT FILLER GRAVEL MULCH WATER PROOFING MEMBRANE FILTER GEOTEXTILE SEPARATION LAYER

LIGHT WEIGHT PLAIN CONCRETE TO LEVEL

ROOF SSL

CONCRETE SLAB (REFER TO STRUCTURAL)

PROJECT DESCRIPTION

PIPE (TO MEP REQ'MTS)

THERMAL INSULATION

100

ROOF SSL

CONCRETE SLAB (REFER TO STRUCTURAL)

DRAWING TITLE

TYPICAL WATER PROOFING & ROOF DETAILS DRAWING NO.:

PART

AR-904-00 DRAWN BY:

CHECKED BY:

--------VERIFIED BY:

AR-904-00

TYP. ROOF CONCRETE BASE FOR MEP EQUP'MT SCALE 1 : 10

QA/QC

PLASTER ON PAINT FINISH

BACKING ROD

50

GROUT

6

DRAWN CHECKED

ISSUED FOR SCHEMATIC DESIGN

CONCRETE SLAB (REFER TO STRUCTURAL)

50

HT. VARIES

-----

DATE

DESCRIPTION

57 AL-JAZEERA ST., BINMAHMOUD / BEHZAD BUILDING, 6th FLOOR TEL: (+974) 4020 37 77 / 88 / 99 FAX : (+974) 4020 37 66 P.O BOX1876, DOHA, QATAR. W W W .EHAF.COM

FILTER GEOTEXTILE SEPARATION LAYER

100

CONCRETE WALL

500x500x50 THK. CONCRETE TILES LOOSE LAID

50 55 20 50

-----

AD

MAIN CONSULTANT

CONCRETE CANT FILLER

BASE & EQUIPMENT PADDING (TO MEP SPEC'S)

4MM WATER PROOFING MEMBRANE

100

AD

AH

SCALE 1 : 5

SCALE 1 : 5

WATER PROOFING MEMBRANE

PRE-CAST CONC. UPSTAND FOR MEP EQUIPMENT

AH

JUNE 2017

TYP. ROOF FLOOR DRAIN

AR-904-00

GRAVEL MULCH

ROOF EQUIPMENT (REFER TO MEP REQUIREMENTS)

OCT 2017

SCHEMATIC DESIGN

OWNER

5 3

DETAIL DESIGN

00 ISSUE

200 OVERLAPPING

AR-904-00

01

7 AR-904-00

ROOF CORNER WATER PROOFING & FLUSHING DETAIL SCALE 1 : 5

9 AR-904-00

TYP. ROOF PENETRATION (UPSTAND) SCALE 1 : 10

HH. SCALE:

FILE NAME:

AD. APPROVED BY:

MI.

@A1 As indicated AR-904-00

STAGE:

REVISION:

-----

PLOT DATE:

15/10/17

R01

PROJECT NO.:

327

38


Tactic Village for Combat Operations Client : Ministry of interior Location : Cairo - Alexandria Desert road - Egypt Leed Consultant : EHAF Scope of Work : Design Development - Value Engineering Developing Working Drawings - Coordination - Respond to RFIs.


PROJECT

DRAWING KEY:

NORTH

NOTES:

REVISIONS:

ACTION TARGET

NO

DATE

R0

DEC. 2014

ISSUED FOR TENDER

R1

FEB. 2015

ISSUED FOR TENDER

MODIFICATIONS

OWNER:

00

77

00

MAIN CONSULTANT:

77

ACTION TARGET

DRAWING TITLE:

FEB. 2015

FEB. 2015

1023.1

1:1000

A0

R1

00.A.0100.01

40


41


PROJECT

A

B

C

D

E

F

G

J

H

K

L

M

N

03 A0300.00

Q

P

02

R

S

DRAWING KEY:

U

T

NORTH

A0400.00

87950 2500

6000

2500

1350

1400

1000

W03

01

6000 1400

2000

W03

1400

6000

1000

1400

W03

2000

1400

W03

1000

W03

6000 1400

2000

W03

1000

4000 1400

W03

11800

2400

1400

1650

250

4050

7200 2200

3000

4800

3000

3000

3000

2000

3000

1400

1000

1400

6000

2450

1350

1350

1350

1350

1350

F.F.L

6150

D02

+2.90

0-09 W06

+2.10

1900

3000

3100

3000

2800

3000

3100

3000

1900

2000

06

1950

23400 2000

14800

200

3000

A0500.00

1700

200

D02

2800

11600

+0.30

07 W06

4500

11300

3000

D04 600

1100

2800

02 0-19

0-21

05

4600

D02 0-31

8600

4200

W06

D10

D06

D03

D03

ST-01

D03

0-08

A0300.00

08

14800

1000

1600

2100

0-30

02

4000

3000

F.F.L

2500

+0.30

2100

3000

+0.30

D03

D02

W01

3000

F.F.L

4000

3000

ST-02

D04

50200

09

1000

1000

1000

0-33 D02

2500

W01

4000

0-23

17400

0-22

3800

3000

D01

11400

11400 11800

F.F.L

3800

4000

D08 0-15 0-17 2500

18800

1400 6000

1000 2100 1400 1150 450

3000

D03

1000 4000

5800

D02

0-38

04

1400

3600

2950

0-10

0-13

D03

D04

3000

50200

3000

2000

F.F.L

1200

W08

03

+0.30

3000

4400

0-14

11800

NOTES:

F.F.L

1001000 50 1000

D04

W03

02 800

0-11

03

W06

14800 3000

0-12

8800

15800

15800

0-18

2800

W06

5800

F.F.L 1650

W02

D02 D08

5800

BL01

F.F.L

11800

1000

W03

A0400.00

4000

1600

4600

11800

A0400.00

F.F.L

09

4500

-1.20

650 650 650 650 650 650 650 650 650 650 650

W02

0-16

W05

0.00

01

3000

8800

W03

D02

08

7500

4500

11600

9800

1400

09

W02

4000

1350

W01

A0800.00

CW2

04 A0300.00

2600

F.F.L

W01

06

07

7500

1400

D07

15200

05

3000 1000

4000

4000

+2.10 W03

1400

6000

1900

01 +0.30

D08

9000

04

500

W03

0-20

03

3000

6000

18200

11800

1000

02

6000

1000

+0.30

3200

17800 0-35

0-36

D02

750

3000

750

1150 W04

D02

0-01

0-28

800

D02

0-02

8800

8750

15800

0-06

13

14

3000

W04

D02

D02

9600

9800

W03

3000

12800

W07

15 W04

W03

W04

W04

W04

W04

W04

MAIN CONSULTANT:

11800

11800

2000

2350

4000

W04

4000

W03

3200

1400

OWNER:

3600

0-25 W03

ISSUED FOR TENDER

12

0-26

1400

3000

A0800.00

6050

2950 3000 1400

W03

ISSUED FOR TENDER

FEB.2015

0-40

1000

15

01

0-39

2800

1000

14

1100

D02 17800

9000

MODIFICATIONS

DEC.2014

R1

20800

8800

13

DATE

R0

3000

F.F.L

W05

D04

D04

3000

6000

D04

+0.30

W03

2700 D04

D04

D08

NO

11

3000

4800

ST-03 0-27

W05

0-07

REVISIONS:

3000

0-24

0-32

D04

3750

D04

900

D05

6050

0-03

2100

900

5550

D04

A0500.00

3100

8800

1400

D04

D03

07 2800

1700

0-34

W05

1150

D03

4300

D03

2800

W03

D04

D04

0-05

0-04

9800

0-37

10

1350

3000

600

05

650

6000

6700

A0500.00

1400

12

4600

1600

900

1050

11

0-29

D03 1400

3000

10

200

1100

F.F.L

16

16 W03

W03

W03

W03

W03

W03

W03

D01

CW1

W03

D01

+0.30

DRAWING TITLE:

F.F.L

400 2500

6000

6000

6000

6000

4000

250

7200

4800

3000

3000

4000

9150

6000

4000

6000

400

6000

3000

3000

7500

7500

85450

-0.87

A

B

C

D

E

F

G

H

J

K

L

M

01

01 A0300.00

N

F.F.L

P

Q

R

S

T

U

SCALE 1:100

FEB. 2015

FEB. 2015

1023.1

1:100

A0

R1

01.A.0200.00

42


PROJECT

A

B

C

D

F

G

H

J

K

L

M

N

O

Q

P

R

S

U

T

500

1.00

500

12070

2200

BL01

1.00

5570

4570

2400

3839

3870

4000

5400

6000

1.00

+5.70

FIRST T.O.S

+0.30

NOTES:

01

-0.87

1170

1670

1170

700

1170

GROUND F.F.L

1670

2530

+8.50

ROOF T.O.S

2500

500 1700

1.00

1000

3700

2000

2200

2000

3.00

3.00

3.00

800 200

1500 2400

1.00

8120 300

ROOF T.O.S

1.00

3.00

2000

3320 680

9200

0.30

GROUND F.F.L

+9.70

1500

4400 1.00

2400

680

3900 3500

4000

1500

2731 2000

2360

3.00

1.00 8700

4.30

FIRST F.F.L

2.00

1600

500

500 1450

500

1000

2.00

NORTH

ROOF T.O.P

3.00

500 1000

3.00 1.00

8.20

ROOF T.O.S



DRAWING KEY:

+11.20

1.00

G.L.

SCALE 1:100

REVISIONS:

U

T

S

Q

R

P

N

M

L

K

J

H

G

F

E

D

C

B

A +12.20

2000

FEB.2015

MODIFICATIONS ISSUED FOR TENDER ISSUED FOR TENDER

1000 500

+8.20

ROOF T.O.S

2.00

3900

5200

12200

680

750

2400

4000

3320 680

2800

1600 2400

3500

750

6200

9900 5700

700

GROUND F.F.L 300

2860

1900

3100

2000

1700

OWNER:

FIRST T.O.S

+0.30

0.00 G.L.

MAIN CONSULTANT:

2600

2000

DEC.2014

R1

+11.20

1000

500

3.00 2360

500 1000

1.00

+4.30

3250

1.00

2900

3.00

7900

3500

5400 6800

+0.30

2.00

1600

500 2050

2000 2700

1.00

3.00

GROUND F.F.L

-2.30

1.00

DATE

R0

500

500

3.00

13500

2200

FIRST T.O.S

2400

+ 5.70

500

2500

1.00

NO

ROOF T.O.P

1500

ROOF T.O.S

500

500

8.50

4000

3000



3000

500

ROOF T.O.P

03

SCALE 1:100

DRAWING TITLE:

FEB. 2015

FEB. 2015

1023.1

1:100

A0

R1

01.A.0300.00

43


44


PROJECT

B

B

A

D

B'

BL 09

BL 09

BL 09

BL 09

DRAWING KEY:

NORTH

70848

11900

58008

490

E.J.

1

5950

E.J. 3850

1000

490

D

B'

BL 09

BL 09

BL 09

12500

P01

BL 09

5950

1400W01 1150

800 W02

4000

3050

1400W01 850

1

3500

1700

BL 09

4000

BL09

00 - 07 00 - 05

2500

2300 D3

00 - 03 D4

14700

14700

2800

D3

400

00 - 04

00 - 06

D2

7200

300 D2

1000

7200

D2 4300

2800

NOTES:

00 - 08

7050

7050

6700

P02

00 - 02 00 - 01

6.30

0.30

T.O.C

F.F.L

400

BL 09 T.O.P 490

1400

3

D1 1150

800

0.30

3050

5950

F.F.L

1400

BL 09

850

5950

(DRY MIX)

2

(DRY MIX)

3 4

20X40 CM

70848

20CM

-1.20

SCALE 1:100

A

D

BL 09

BL 09

02

01

B

01

03

BL 09

A

BL 09

6.90

6.90

600

T.O.P

6.30

6.30

T.O.C

BL 09

B'

BL 09

C

BL 09

6.30

Partition Description

P01

Aluminum Partition provided by Supplier

P02

Bulletproof Sicorite Partition

D

BL 09

6.90

3.00

T.O.P

5

T.O.P

6.30

T.O.C

T.O.C

0.30

F.F.L

F.F.L

0.00

0.00

G.L.

4.00

G.L.

0.30

F.F.L

0.00 G.L.

1500

300

G.L.

6900

6900

0.30 4.00

0.00

2300

0.30

F.F.L

3.00

300

3.00

6000

6000 6900

3700

T.O.C

BL 09

6.90

D

BL 09

B

BL 09

3.00

T.O.P

BL 09

SCALE 1:100

B'

600

BL 09

BL 09

Partition code

G.F.L

B'

600

02

BL 09

490 490

58008

11900 12500

B

3850

1000

6.90

1

(DRY MIX)

1700

3

03

SCALE 1:100

D

01

BL 09

BL 09

G.L.

0.00 G.L.

600 1700

0.30

F.F.L

4.00

04

06

0.00 300

300

G.L.

0.30

F.F.L

OWNER:

6900

6900

F.F.L

0.00

3.00

1700

0.30 4.00

0.00

6.30

T.O.C

300 300600

0.30

F.F.L

T.O.P

T.O.C

6900

6000

6000

SCALE 1:100

SCALE 1:100

G.L.

MAIN CONSULTANT:

EHAF CONSULTING ENGINEERS

DR.EZZ ELDIN FAHMY&DR.HUSSEIN ABBAS 5Abd ELRAHMAN HUSSEIN STREET TEL:7601099

B

A

BL 09

BL 09

C

B'

BL 09

BL 09

D

6.90

6.90

600

T.O.P 600

T.O.P

6.30

T.O.C

P01

0.30

2300

0.30

F.F.L

F.F.L

406

4392

300

2652

G.L.

-1.20

250 400

F.F.L

06

1000

400

0.00 350

200

450

300

0.00 G.L.

6000 6900

6900 6000

3540

T.O.C

1500

6.30

DRAWING TITLE:

BL 09

300

8100

3.00

ISSUED FOR TENDER

6.90

3.00

T.O.P

3700

T.O.C

ISSUED FOR TENDER

MAY 2016

A

6.90

6.30

MODIFICATIONS

DEC.2014

R1

BL 09

6000

6.30

T.O.C

B

BL 09

900

6.30

600

600

T.O.P

B'

BL 09

DATE

R0

4300

6.90

3.00

T.O.P

4300

6.90

C

BL 09

800

02

BL 09

1800

03

BL 09

NO

SCALE 1:100

600

05

REVISIONS:

MAY 2016

MAY 2016

1023.1

AS SHOWN

A0

R1

SCALE 1:100

09.A.0200.00

45


PROJECT

A

B

BL13.4

C

BL13.4

BL13.4

D

02

E

BL13.4

13.A.0000.04

F

BL13.4

G

BL13.4

A

BL13.4

BL13.4

33800 400

7150

4400

4900

6350

5500

4700

B

BL13.4

100

400

C

BL13.4

7150

D

BL13.4

0.00

G.F.L

4400

E

02

F

BL13.4

13.A.0000.04

G

BL13.4

BL13.4

33200

4900

6350

5500

4700

100

DRAWING KEY:

5500

2950

D04

2250

D04

1000

0.30

2450

1800

L0-12

L0-11

COLD ROOM

FREEZING ROOM

5650

5650

5850

5850

L0-13

D01

650

1700

01

750

1600

L0-08

650

FREEZING ROOM

L0-09

2800

2800

100 650

4600

1700 650

3250

4500

1000

1000

1050

4850

21950

5

3200

(DRY MIX)

1.00

(DRY MIX)

2.00

BL13.4

3.00

7250 L0-06 5000

1000

W03

3550

3000

3150

3000

5550

1000

3000 L0-10

3700

3800

6100 100

6

BL13.4

1350

6 BL13.4

100

400

W06

0.00

6 BL13.4

G.F.L

7150

4400

4900

6350

5500

4700

400

100

7150

4400

4900

6350

33800

A

C

B

BL13.4

BL13.4

BL13.4

02

6 BL13.4

E

BL13.4

13.A.0000.04

5500

4700

100

33200

D

04

F

BL13.4

G

BL13.4

A

BL13.4

C

B

BL13.4

BL13.4

BL13.4

01

5

4

3

2

BL13.4

BL13.4

BL13.4

A

1

B

BL13.4

BL13.4

F

BL13.4

G

BL13.4

BL13.4

SCALE 1:100

C

BL13.4

E

BL13.4

13.A.0000.04

SCALE 1:100

BL13.4

D

04

D

BL13.4

E

BL13.4

F

BL13.4

G

BL13.4

BL13.4

+5.40

ROOF T.O.P ROOF T.O.S

5400

4200

1500 800 1600

2.00

3.00

REVISIONS: +0.30

3.00

300

05

300

GROUND F.F.L

+0.30

300

+4.50

900

1100

1100 1800

5400

4200

1800

800

1 BL13.4

2.00

1.00

ROOF T.O.S

GROUND F.F.L

06

1.00

300

3.00

+4.50

900

1100 2200

1100

2.00

1450

1.00

1600

ROOF T.O.P

2200

+5.40

400

2

3

4

5

BL13.4

BL13.4

BL13.4

BL13.4

6

A

BL13.4

+5.40

B

BL13.4

BL13.4

C

D

BL13.4

E

BL13.4

F

BL13.4

FEB.2015

MODIFICATIONS ISSUED FOR TENDER

G

BL13.4

BL13.4

+5.40

2.00

ROOF T.O.S

4200

5400

900 1100

5400

OWNER:

+0.30

07

SCALE 1:100

B

BL13.4

SCALE 1:100

C

D

BL13.4

E

BL13.4

F

BL13.4

MAIN CONSULTANT:

G

BL13.4

BL13.4 +5.40

ROOF T.O.P 900

+4.50

ROOF T.O.S

EHAF DR.EZZ ELDIN FAHMY&DR.HUSSEIN ABBAS

5400

4200

4000 2200

4000

1800

CONSULTING ENGINEERS 5Abd ELRAHMAN HUSSEIN STREET TEL:7601099

+0.30

DRAWING TITLE:

300

GROUND F.F.L

03

2

3

4

5

BL13.4

BL13.4

BL13.4

BL13.4

6 BL13.4 +5.40 900

+0.30

FEB. 2015

FEB. 2015

1023.1

1-100

A0

R1

GROUND F.F.L 300

SCALE 1:100

ROOF T.O.S

5400

1350

4200

4100

03

+4.50

1000

900

ROOF T.O.P

1900

1 BL13.4

SCALE 1:100

4100

A

BL13.4

300

400

300

GROUND F.F.L 3.00

1750

900

4200

+0.30

GROUND F.F.L 400

+4.50

900

1.00

1100

ROOF T.O.S

1900

2100

900

1100

2.00

ROOF T.O.P

+4.50

900

1.00

04

DATE

R1

SCALE 1:100

ROOF T.O.P

3.00

NO

SCALE 1:100

2200

400

400

6

100

Vegetables pre Wash

D04

O.2

F.F.L

L0-07

Receiving Area

BL13.4

7700

7750 14750

D01 4550

BL13.4 D04 L0-05

0.30

NOTES:

4

D04

1600

800

5

BL13.4

03 13.A.0000.04

O.3

F.F.L

F.F.L

L0-04 GARBAGE COLD ROOM

3000 D04

24900

0.30

13.A.0000.04 5850

1000

O.3

5650

BL13.4

450

BL13.4

G.F.L

D04

L0-24 D08

O.3

5

1700

13.A.0000.04

D01

3150

3150

3150

01 0.00

5

L0-23

L0-22

2000

Pack Up

D04

4

BL13.4

3 BL13.4

3150

4 BL13.4

W06

4500

5850

5650

4

BL13.4

W06

4750

L0-15

2 BL13.4

W06

3450

1700

MEAT PREP.

L0-14

4750

FISH PREP.

4750

4800

13.A.0000.04

13.A.0000.04

4850

03

21950

4850

22250

21550

4850

22550

T.O.S

W06

3000 3550

01

+4.50

01 13.A.0000.04

BL13.4

O.2

F.F.L

5500 O.3

5650

BL13.4

G.F.L

L0-03

O.3

0.30

1000

L0-18

3550

2050

BL13.4

1650 1000 150 L0-02

4750

BL13.4

D04

1450

O.2

1000 350

D04

CHiaf Office

L0-16

2450

0.00

NORTH

1

D01

4500

D01

1000 200L0-20

4500

D04

BEVERAGE AREA

1850

D04

3

L0-01 D04

VEGETABLE PREP.

BL13.4

D04

1000

1000

W06

L0-17

3150

3250

3

D01

2300 D06

4050

7700 HOT KITCHEN AREA

3250

3250

BL13.4

2800

1750

L0-21

D04

2

BL13.4

3

1000 L0-19

2850

2

4400

4600

4600

4600

2

BL13.4

DISH WASHING AREA

600

6100

D06

3000

850

2400

3000

3350

850

A.1000.00 32800

W03

1400

11300

D07

POULTRY PREP.

100

BL13.4

7000

11

W03

1

BL13.4

2600

1

400

400

1

BL13.4

13.A.0000.04

46


PROJECT

A

B

BL13.5

C

02

BL13.5

D

BL13.5

13.A.0000.05

A

BL13.5

02

B

BL13.5

7650

D

BL13.5

22100

22100 100

01 C BL13.5 13.A.0000.05

13.A.0000.05

BL13.5

8350

5900

100

100

7650

8350

5900

DRAWING KEY:

100

NORTH

0.00

3800

2700

100

1

BL13.5

2

2450

D04

2100

BL13.5

1100

8100

L0-01 3500 D06

W03

3500

W03

D06

L0-03

NOTES:

3

15550

15150

13.A.0000.05

W03

3700

F.F.L

03

4000

2000

7900

BL13.5

BL13.5

BL13.5 8350

5900

5650

5

1500

100

100

5

850

W05

3150

3300

7050

6100

BL13.5

2400

F.F.L

18100

T.O.S.

7650

4200

3300

3300

+4.50

4

900 L0-05

+0.30

L0-10

W04

F.F.L

BL13.5

BL13.5 21700

+0.30 L0-06

4000

2000

4000

4000

4000

BL13.5

18100

4

2750

F.F.L

D04

01 13.A.0000.05

4

3300

1150

+0.30

4

100

1500

+0.30 D04

L0-073150

L0-04 D04

D04

BL13.5

W04

200 850

L0-02 3500

15150

2000

15550

3

BL13.5

BL13.5

T.O.S.

5

1700

+0.30

3

15550

15150

4000

13.A.0000.05

+4.50 01 13.A.0000.05

200

L0-09 W01

01

03

1850

D04

BL13.5

13.A.0000.05 15550

3

BL13.5

4000

4000

01 13.A.0000.05

F.F.L

1700 4300

F.F.L

1000

L0-08

2

BL13.5

750

4950

4050

4050

4050

2

800

4050

1700 3400

3800

100

900

D04

BL13.5

+0.30

W04 D01

7700

2

F.F.L

W04

1

BL13.5

BL13.5

4000

1

100

100

+0.30

1

BL13.5

2000

G.F.L

W04

(DRY MIX)

1.00

(DRY MIX)

2.00

3400

1500

850

1500

W05

800

W05

1500

3950

3.00

5

BL13.5

W05

100

100

22050

7650

8350

5900

100

22050

A

B

BL13.5

A

B

BL13.5

C

04

BL13.5

BL13.5

13.A.0000.05

2

3

4

5

BL13.5

BL13.5

BL13.5

2

1

BL13.5

3

4

BL13.5

BL13.5

BL13.5

BL13.5 5.40

ROOF T.O.P

1200

3900

400

400

400

+0.30

A

GROUND F.F.L

3.00

B

BL13.5

400

2.00

ROOF T.O.S

1900

800

5400

+0.30

2.00

2.00

2300

1600

800

3900

2.00

800

1200

1500

1.00

GROUND F.F.L 3.00

+4.50

1100

ROOF T.O.S

5400

+4.50

1100

1100

ROOF T.O.P

2.00

SCALE 1:100

5

BL13.5

5.40

1.00

BL13.5

SCALE 1:100

1

BL13.5

D

BL13.5

13.A.0000.05

BL13.5

01 02

C

04

BL13.5

D

C

BL13.5

D

BL13.5

BL13.5 +5.40

SCALE 1:100

ROOF T.O.S

SCALE 1:100

900

04

06

+4.50

ROOF T.O.S

C

B

BL13.5

A

BL13.5

0.00

BL13.5 5.40

G.L

+0.30

++0.30

GROUND F.F.L

GROUND F.F.L

1100

03

2.00 3900 2.00

2200

1100

+4.50

ROOF T.O.S

SCALE 1:100

5400

1100 1800

2.00

2200

1800

2.00

1.00

++0.30

OWNER:

400

GROUND F.F.L 3.00

05

SCALE 1:100

MAIN CONSULTANT:

EHAF CONSULTING ENGINEERS

DR.EZZ ELDIN FAHMY&DR.HUSSEIN ABBAS 5Abd ELRAHMAN HUSSEIN STREET TEL:7601099

1

BL13.5

2

3

BL13.5

BL13.5

4

5

BL13.5

DRAWING TITLE:

BL13.5 +5.40

ROOF T.O.S 900

SCALE 1:100

400 1000

+0.30

400

400

07

2.00

1.00

5400

3900 2.00

GROUND F.F.L 3.00

1100

1100

1100 1500 800 1600

2.00

+4.50

ROOF T.O.S

2.00

MODIFICATIONS ISSUED FOR TENDER

ROOF T.O.P

ROOF T.O.P 1.00

FEB.2015

300

D

BL13.5 5.40

4200 5400

D

BL13.5

DATE

R1

+4.50

ROOF T.O.S

+0.30

GROUND F.F.L 300

C

BL13.5

900

B

BL13.5

4050

A

BL13.5

NO

2800

4100

4200 5400

REVISIONS:

03

SCALE 1:100

FEB. 2015

FEB. 2015

1023.1

1-100

A0

R1

13.A.0000.05

47


B

C

BL 10

D

BL 10

E

BL 10

F

03

BL 10

G

BL 10

A0300.00

H

BL 10

J

H'

BL 10

BL 10

K

BL 10

BL 10

PART 2

A

BL 10

PART 1

PROJECT

L

01

BL 10

A0400.00

DRAWING KEY:

106700 4000

6000

6000

6000

6000

6000

5000

250

4000

2500

5000

NORTH

5000

01

BL 10

13

1000

A0500.00

02

3400

18500

3500 4750

3200

2300

13400

2000

1800

8000

BL10

900

1400

1350

03

BL 10

1500

1000

BL 10

1800

3200

1800

6550

1800

6550

1800

ST-04

ST-03

6400

05

10000

6400

3650

1400

1600

6400

04

BL 10

BL 10

5800

11600

3900

6300

NOTES:

3000

04 A0300.00

BL 10

2300

2300

2300 3400

A01

21300

06

BL 10

W05 3200

07

3400

BL 10

4800

3600

2500

13200 D03

7200

R-01

08

2350

BL 10

4000

6000

6000

6000

6000

6000

5000

250

4000

2500

5000

5000

B

C

BL 10

D

BL 10

E

BL 10

PART 2

PART 1

01

L

BL 10

01 A0400.00

M

N

BL 10

P

BL 10

Q

P'

BL 10

BL 10

02

BL 10

A0400.00

R

G

BL 10

A0300.00

H

BL 10

H'

BL 10

J

BL 10

K

BL 10

BL 10

L

BL 10

SCALE 1:100

03

BL 10

F

01

BL 10

PART 2

A

BL 10

PART 1

101700

A0300.00

S

T

BL 10

U

BL 10

V

BL 10

REVISIONS:

W

BL 10

BL 10

106700 5000

5000

2500

4000

250

5000

6000

6000

6000

6000

6000

NO

DATE

R0

DEC.2014

ISSUED FOR TENDER

MODIFICATIONS

R1

FEB.2015

ISSUED FOR TENDER

4000

01

BL 10

03

1000

A0500.00

1800

6550

1800

3200

1800

10000

1600

1400

OWNER:

1350

04

BL 10

3650

6150

1400

9600

2200

03

BL 10

3700

13400

1400

3200

900

18500

1500

1500

2100

4900

1700

2500

3500 8000

02

BL 10

1000

3400

05

ST-01

BL 10

5800

02

3000

11600

6400

6400 4500

6400

ST-02

21300

06

3400

2300

2300

2300

7750

A0300.00

W05

BL 10

A01 BL 10

13200

EHAF CONSULTING ENGINEERS

3600

D03

07

DR.EZZ ELDIN FAHMY&DR.HUSSEIN ABBAS

BL 10

5Abd ELRAHMAN HUSSEIN STREET TEL:7601099

3400

4800

MAIN CONSULTANT:

7200

R-02

DRAWING TITLE:

08

2350

BL 10

5000

5000

2500

4000

250

5000

6000

6000

6000

6000

6000

4000

PART 2

PART 1

101700

L

BL 10

M

BL 10

N

BL 10

P

BL 10

P'

BL 10

Q

BL 10

R

01

BL 10

A0300.00

S

BL 10

T

BL 10

U

BL 10

V

BL 10

W

FEB. 2015 1/100

02

SCALE 1:100

FEB. 2015

1023.1

A0

R1

BL 10

10.A.0203.00

48


08

07

BL 10

06

BL 10

05

BL 10

04

BL 10

BL 10

03

BL 10

02

U

BL 10

T

BL 10

S

BL 10

Q

R

BL 10

BL 10

BL 10

P'

P

BL 10

N

BL 10

BL 10

M

BL 10

PART 2

BL 10

V

PART 1

PROJECT

W

L

K

BL 10

BL 10

J

BL 10

H

BL 10

H'

G

BL 10

F

BL 10

E

BL 10

D

BL 10

C

BL 10

B

BL 10

A

BL 10

BL 10

DRAWING KEY:

01

BL 10

NORTH

BL 10

6.00 F

F

F

F

F

F

F

3300

F

2900

2400

8650

BL10

5.00

01

+12.90

NOTES:

SCALE 1:200

5.00

T

BL 10

S

BL 10

Q

R

BL 10

BL 10

P'

BL 10

P

BL 10

BL 10

N

M

BL 10

BL 10

PART 2

U

V

BL 10

L

BL 10

800

+8.90

W

BL 10

PART 1

1200 2000

300

21650

1200 1950

4000

21650

1200

LEVEL 03 T.O.S

6400

LEVEL 02 T.O.S

6.00

3600

3600

4450

3600

5.00

+5.30

1600

2

(DRY MIX)

3

5

5400

50 mm (POLYCARBONATE SHEETS)

6

12750

5.00

+11.70

+12.00

ROOF T.O.S

SCALE 1:100

F

+12.90

ROOF T.O.S

5.00 7000

04

6100

4200

300

G.L.

300

0.00

800

2400

GROUND F.F.L

4

5750

300

3000

5000

300

3000

(DRY MIX)

20X40 CM

300 2700

1600

LEVEL 01 F.F.L

+0.30

1

(DRY MIX)

4.00 300

F

F

2800

F

5.00

+8.70

800

+8.70

LEVEL 03 T.O.S

BL 10

BL 10

07

BL 10

08

BL 10

1200

06

G.L.

BL 10

REVISIONS:

3500 2100 3000

02

1300

2.00

3.00

300

BL 10

05

3.00

300

BL 10

04

3500

1600 1000 300 1000

5000

BL 10

03

0.00

3.00

3300

0.30

GROUND F.F.L

02

2100

9000

LEVEL 01 F.F.L

3000

+5.30

01

3.00

1000 300 1000

3600

4.00

2100

1600

LEVEL 02 T.O.S

DATE

R0

DEC.2014

ISSUED FOR TENDER

MODIFICATIONS

R1

FEB.2015

ISSUED FOR TENDER

SCALE 1:100

PART 2

PART 1

6.00

L

K

BL 10

BL 10

J

H

BL 10

H'

BL 10

G

BL 10

F

BL 10

E

BL 10

D

BL 10

C

BL 10

B

BL 10

A

BL 10

BL 10

2450

OWNER:

6.00

3000

10550

12750

NO

5.00

+12.90 1200

LEVEL 03 T.O.S

3.00

+8.90

800

6300 3600 13200

DR.EZZ ELDIN FAHMY&DR.HUSSEIN ABBAS 5Abd ELRAHMAN HUSSEIN STREET TEL:7601099

+12.00

+11.70

ROOF T.O.S

1900

F

800

+8.70

1600

LEVEL 02 T.O.S

+5.30

LEVEL 01 F.F.L

5000

1600

0.30

GROUND F.F.L

0.00 300

800 1700

3000 300

03

1000 300 1000

3.00

1200

3.00

3600

3.00

2900

2.00

2100

900

SCALE 1:100

3.00

1000 300 1000

G.L.

3500

3500

-0.30

3500

4.00

3600

2800

0.30

600

F

1000

5700

F

1500

4100

F

DRAWING TITLE:

4000

700

3.00

900

05

CONSULTING ENGINEERS

5.00

GROUND F.F.L

1100

600

G.L.

600

-0.30

ROOF T.O.S

LEVEL 01 F.F.L

2400

GROUND F.F.L

+12.90

+5.30

5.00

3000

5000

+0.30

5600

3.00

1600

3.00

2700

800

12150

LEVEL 01 F.F.L

5.00

3800

900 2700

5.00

+5.30

EHAF

LEVEL 02 T.O.S

3.00

3700

3600

4.00

5000

800

+8.90

LEVEL 02 T.O.S

8750

3.00

9950

4000

2000

MAIN CONSULTANT: 5.00

G.L.

FEB. 2015

FEB. 2015

1023.1

1/100 -1/200

A0

R1

SCALE 1:100

10.A.0302.00

49


C

D

BL 10

E

BL 10

F

BL 10

BL 10

G

H

BL 10

H'

BL 10

BL 10

J

BL 10

K

BL 10

PART 2

B

BL 10

PART 1

PROJECT

A

BL 10

L

BL 10

M

BL 10

N

BL 10

P

BL 10

Q

P'

BL 10

R

BL 10

S

BL 10

U

T

BL 10

BL 10

V

BL 10

W

BL 10

BL 10

DRAWING KEY:

NORTH

BL10

B

C

BL 10

D

BL 10

E

BL 10

F

BL 10

G

BL 10

H

BL 10

H'

BL 10

J

BL 10

K

BL 10

BL 10

L

PART 2

A

BL 10

NOTES:

SCALE 1:200

PART 1

01

BL 10

1

(DRY MIX) 6.00

(DRY MIX)

2

(DRY MIX)

3 4 5

50 mm

5750

5750

20X40 CM

(POLYCARBONATE SHEETS)

5.00

3800 6100

+11.70

+12.00 3.00

ROOF T.O.S

+10.10

900

+8.90

800

ROOF T.O.S

3200

3.00

1.00

800

LEVEL 03 T.O.S

6

4.00 2700

3600

1.00 5.00

+5.30

3.00

3.00

3.00

1600

9000

9800

LEVEL 02 T.O.S

1.00

REVISIONS:

3000

5000

4.00

0.30

GROUND F.F.L

300

L

PART 2

M

BL 10

BL 10

N

BL 10

P

P'

BL 10

BL 10

Q

R

BL 10

S

BL 10

BL 10

U

T

BL 10

V

BL 10

NO

DATE

R0

DEC.2014

ISSUED FOR TENDER

R1

FEB.2015

ISSUED FOR TENDER

MODIFICATIONS

W

BL 10

BL 10

OWNER:

MAIN CONSULTANT:

5750

5750

6.00

EHAF CONSULTING ENGINEERS

DR.EZZ ELDIN FAHMY&DR.HUSSEIN ABBAS

4100

2900

5.00

+12.90

ROOF T.O.S

5Abd ELRAHMAN HUSSEIN STREET TEL:7601099

5.00

+12.00

1950

+11.70

ROOF T.O.S

1950

3.00

2150

ROOF T.O.S

1.00

LEVEL 03 T.O.S

4.00

3600

4450

800

4850

900

+8.90

1.00

800

+5.30

9000

5000

3000

0.30

GROUND F.F.L

FEB. 2015

JULY. 2016

1023.1

A0

R1

0.00 300

800

800 500 1000

3100

1600

3.00

9800

LEVEL 02 T.O.S 3.00

4.00

DRAWING TITLE:

+10.10

2700 800 1800

1.00

2500

3.00

300

PART 1

G.L.

800

0.00

03

G.L.

1/100 - 1/200

10.A.0301.00 SCALE 1:100

50


PROJECT

DRAWING KEY:

01

02

BL 10

BL 10

03

04

BL 10

05

BL 10

06

BL 10

07

BL 10

NORTH

08

BL 10

BL 10

BL10

POLYCARBONATE SHEETS

3000

NOTES:

+12.90

+12.90

4000

4000

ROOF T.O.S

21650

ROOF T.O.S

800

+5.30

LEVEL 02 T.O.S

+0.30

0.30

0.00

GROUND F.F.L

G.L

300

GROUND F.F.L 300

01

SCALE 1:100

REVISIONS:

01

BL 10

02

BL 10

03

BL 10

04

BL 10

05

BL 10

06

07

BL 10

NO

DATE

R0

DEC.2014

ISSUED FOR TENDER

MODIFICATIONS

R1

FEB.2015

ISSUED FOR TENDER

08

BL 10

BL 10

POLYCARBONATE SHEETS

6800

5450

OWNER:

4500

REF .TO SE DWG'S

MAIN CONSULTANT:

REF .TO SE DWG'S

+12.00

+11.70

+11.70

2800

2800

3100

ROOF T.O.S 21650

ROOF T.O.S

+8.90

+8.90

LEVEL 02 T.O.S

LEVEL 02 T.O.S

EHAF CONSULTING ENGINEERS

DR.EZZ ELDIN FAHMY&DR.HUSSEIN ABBAS

DRAWING TITLE:

3600

3600

3600

3600

5Abd ELRAHMAN HUSSEIN STREET TEL:7601099

800

5000

GROUND F.F.L

0.00 300

0.00 G.L

LEVEL 01 F.F.L

0.30

3000

GROUND F.F.L

2200

3000

+0.30

+5.30

2000

2000

5000

800

2000

400

LEVEL 01 F.F.L

11700

+5.30

300

G.L

5000

5000

400

LEVEL 01 F.F.L

0.00

LEVEL 03 T.O.S

3600

3600

12900

LEVEL 03 T.O.S

+5.30

+8.90

18350

+8.90

02

G.L

SCALE 1:100

FEB. 2015

JULY. 2016

1023.1

1/100

A0

R1

10.A.0400.00

51


52


PROJECT

DRAWING KEY: 03

A

C

A.300.00

D

F

E

NORTH

H

G

18150 5750

2100

2150

2000

2800

2800

0.15

02

G.F.L 200 1000

1100

3650

6300

200 1200 1200 200

1500

W04

750 800 750

4800

NOTES:

200

2350

D1

800

1700 1500

W04

D2

2700

W04

D2

2000

W03

200

W03

2000

4800

4800

2150

2800

400

F.F.L

200

4600

24800

2400

400

1400

400 600 400

200

4600

04 A.300.00

W03

1100

400

8600

8600

8600

2400 2750

600 400

200 200

300 300

0.15

G.F.L

3200

A.401.00 4100

2150

2000

2000

450

2150

2000

200 1000 200

450

2150

2000

650

550

3600

5500

5350

1200 200

4200

W03 200

2300

8600

2300

1400

8600

F.F.L

D4

5900

2150

2000

650 400250

2000

2150

1050

600 400

1000

800

2000

W03 1200 200 2150

13

3600

W03 200

4800

1950

900 2150

2400

4000

4600

W03 200

3350

2400

MAIN CONSULTANT:

8200

6000

5500

3800

D1 200 200 600

W03

2400

3050

G.F.L

7800

7800

1100

5500 1100

1100

2000

3350

5850 7950

D4

24200

15400

OWNER: 06 A.300.00

-0.85

5550

14

11

1100

0.30

13

GR-10

MODIFICATIONS

5550

2100

1400

ISSUED FOR TENDER

12

D1 4200

ISSUED FOR TENDER

FEB.2015

2100

650 400 600 400

2150

2050

8600

4200

600 400 600 400

1400

2400

3650 8600

DEC.2014

R1

10

3650

2500 1400

1750

GR-07

2500

200

17550

5200

DATE

R0

2100

1500

4200

4200

GR-08

2200

NO

09

2950

1950 3450

D1 8050

D2

GR-11

GR-11

GR-09

08

3700

3800

25200

200

W04

1050

2750

2950

2000

D1

2200

D2

1800

5650

1100 1100 1100

W04

D2

1100

W04

D2

1100

12

W04

D2

REVISIONS:

200 1250

W03

850 2050

11

450 800 300 800 350 800 350 800 350 800

1850 2100

10

W04

2000

W03

6300

450

200

W03

1850

2400

3650

2000

1100

W03

18150

2200

2400

2100

150

2600

200 1100

1500

200

W03

1100

400 200 200 200

2100

5150

6600

UP

2000 200

D3

GR-06

ST3 9850

200 800

850

2500 200

F.F.L W01

05 A.300.00

04 4000

17750 3850

3550

3700

2650

3700

1850

3200

4350

4350

4350

GR-5

F.F.L

0.30

09

200

0.30

200

700

5500

2500

1100 200

A.0500.00

1400

400 600 400

1400

400

1400

800 400

1750

D5 4800

2000

2500

2000

03

5500

4350

3000

W03

3650

08

4600

GR-04

1800

2000

4600

2000

W03

2000 2000

A.300.00

5200

07

02

17750 W03

5000

52200

800

06

400

3050

2000

24350

4600

2400

600

1400

2000 450

19250

4600

17750

400

W03

2000

5000 2400

W03

5000

01 A.400.00

8600

0.30

1100

05

8600

8600

3050

400

04

2400

2000

W03

800

5000

2000

200

1800

3000

D2

650

450 1100

D1

1400

03

5850

2000

GR-02

800

5000

2000

W03

GR-03 400 600 400450 1100

02 A.0800.00

2700

1800

200

02

BL05

W03

D1

800

D1

GR-01

1150

2000

2000

200650

3850

500

F.F.L

6250

5900

W03

ST1 0.30

1200

UP

4100

1000

D4

7800

3850

3600

1950

1100 200

1950

A.0500.00

01

2400

3600

2800

4600

W03 200 1000 200

2200

3600

4600

W03 200

5000

1950

2400

4800

W03 900

5000

2400

ST2

14

W03 4300

5000

02

2400

A.0500.00

4650

5200

DRAWING TITLE:

3800

46250

A`

A

B

D

F`

E

H

G

H`

01

J

K

L

M

N

A.300.00

02

05

03

A.401.00

A.401.00

A.401.00

01

SCALE 1:100

FEB.2015

FEB.2015

1023.1

1/100

A0

R1

05.A.0200.00

53


PROJECT A`

N

M

L

K

J

H`

A

B

D

C

E

F

G

H

H`

J

K

L

M

N 15.80

15.80

T.O.P

T.O.P

4.00

2600 10800

SECOND F.F.L

1.00

2.00

BL05

1.00

5.00

3400

5.10

FIRST F.F.L

4.00

1050

5.00

1800

NOTES: 4800

2100

2100

1100 300

0.30

GROUND F.F.L

2200

2000

200 400

3.00

1200

G.F.L

1.00

4.00

3.00

900

900

3.00

900

300

0.00

4.00

2000

200 400

GROUND F.F.L

1.00

300

4.00

0.30

300

GR-01

4800

2100

3700

1.00

1.00

5.00

1800

5.00

2.00

4.00

5.00

300 700 450 200

200

200700

10900

16700

1.00

10900

GR-03

1.00

ROOF T.O.S

8.50 1.00

FIRST F.F.L

11.80

1.00

16700

3400 5.00

5.10

-1.00 05

NORTH

T.O.P

700

1600 1100 2300 1100

800 1100 2300

1.00

2.00

2.00

6800

SECOND F.F.L 2.00

1100

3300

8.50 2.00

DRAWING KEY:

2.00

700 200

800

T.O.P 200 800

ROOF T.O.S

T.O.P

12.50 200

700

11.80

UPPER ROOF T.O.S

12.50

3300

T.O.P

12.50 T.O.P

T.O.P

200

T.O.P

13.20 700

12.50

13.20

2.00

200 800

T.O.P

12.50

2600

2600

UPPER ROOF T.O.S

2600

13.20

15.10

700

700

15.10

-1.00

G.F.L

01

SCALE 1:100

G.F.L SCALE 1:100

1

(DRY MIX)

2

(DRY MIX)

3 4 5

(DRY MIX)

14

13

12

11

10

09

08

15.80 T.O.P

01

02

03

04

05

06

07

08

09

10

11

13

12

14

15.80 T.O.P

4.00

15.10

700

UPPER ROOF T.O.S

2.00

T.O.P

12.50

12.50

T.O.P

ROOF T.O.S

5.00

T.O.P

700

5.00

2600

13.20

3300

T.O.P

11.80 5.00

5.00

5.00

5.00

UPPER ROOF T.O.S

12.50 T.O.P

11.80

ROOF T.O.S

5.00 3300

4.00

8.50

SECOND F.F.L

8.50

4.00

2.00

15650

2.00

15.10

12.50

2.00

3300

1.00

1.00

2.00

2.00

2.00

2.00

1.00

2.00

2.00

SECOND F.F.L 2.00

1.00

1.00

2.00

12350

FIRST F.F.L

12350

12350

5.10

4.00

1.00

3400

4.00

5.10

FIRST F.F.L 1.00

4800

REVISIONS: 1.00

1.00

0.30

GROUND F.F.L

0.30

0.00

3.00

3.00

4.00

4.00

3.00

GROUND F.F.L

0.30

3.00

3.00

G.F.L

-1.00 02

SCALE 1:100

07

DATE

R0

DEC.2014

ISSUED FOR TENDER

R1

FEB.2015

ISSUED FOR TENDER

MODIFICATIONS

0.15

G.F.L

G.F.L

06

NO

GROUND F.F.L 150

4.00

450

1.00

06

05

04

03

02

SCALE 1:100

OWNER:

01

H

G

F

E

D

C

A

15.80 T.O.P

700

1.00

12.50 T.O.P

2600

T.O.P

3300

13.20

4.00 700

5.00

5.00

5.00

5.00

5.00

5.00

UPPER ROOF T.O.S

T.O.P

11.80

ROOF T.O.S

MAIN CONSULTANT:

5.00

3300

4.00

15.10

12.50

4.00

8.50

SECOND F.F.L 2.00

1.00

2.00

1.00

2.00

2.00

1.00

1.00

2.00

1.00

2.00

12350

12350

4.00

3400

2.00

4.00

5.10

DRAWING TITLE:

FIRST F.F.L

1.00 4800

4.00

4.00 3.00

3.00

0.30

3.00

GROUND F.F.L 150

150

G.F.L SCALE 1:100

3.00

GROUND F.F.L

0.00 04

4.00

0.30

0.15

G.F.L

03

SCALE 1:100

FEB.2015

FEB.2015

1023.1

1:100

A0

R1

05.A.0300.00

54


A

A`

C

13

14

D

12

C

A

08

63 64

65

66

67

68 69 3000

70

71

72

73

74

64

5200

1500

675

1650

65

66

67

1700

68

69

70

71

72

73

62

61

60

59

58

57

56

55

54

PROJECT

D

53

74

3000

1700

3100

3000

3100

DRAWING KEY:

NORTH

SCALE 1:50

600

11

T.O.S

3800

01

+11.80

700

2000

3700

30 x 10

1500

10.20 F.F.L

09

63

62

61

60

59

--

1700 58

57

56

55

54

3000

SCALE 1:50

+11.80 T.O.S

F.F.L

01

1700

3100

3000 64

53

63

A

A`

06

--

1600

675

--

T.O.S

F.F.L

02

10.20

+11.80

10.20 03

C

D

62

61

60

59

58

57

56

55

54

SCALE 1:50

65

66

67

68

69

3100 70

71

72

73

74

53

13

14

12

C

A

BL05

D

08 43

45

44

46

48

49

50

51

52

42

5400

+6.80

30 x 10

44

45

SCALE 1:50

1500 62

61

60

59

58

63

52

56

55

54

8.50 F.F.L

07

60

59

58

57

56

55

54

53

3000

3100

1600

UP

C

F.F.L

61

60

59

58

57

1700

3100 56

55

54

02

SCALE 1:50

03

SCALE 1:50

04

SCALE 1:50

F.F.L

--

3000 62

NOTES:

6.80 01

1700

53

A

61

8.50

SCALE 1:50

F.F.L

--

57

62

1700

3100

3000

63

A`

51

6.80

02 3000

63

49 50

600

12

3800

700

F.F.L

1750

09

47 48

1600

8.50

03 --

46

UP

1700

3700

2000

F.F.L

675

43

1600

1500

675

47

3000

3800

42 1650

3000 42

53

D 14

13

43

44

45

46

3100

47 48

49 50

51

52

C

A

12

D

08 16

17

18

19

20

21

22

23

24

25

26

27

28 29

30

41

4200

16

17 18

19

20

21

24

25 26

27

28

1600

5.10

1500

39

38

37

1750 41

40

39

38

37

36

35

2.70

02

3000

09

33

32

31

36

35

34

33 32

31

40

39

38

37

36

35

34

33 32

16

31

13

16 22 23

24

25 26

27

28 29

0.30

3800

700

3700

14

14

13

12

11

09

08

07

22 23

24

25 26

27

28 29

05

04

03

02

24

25 26

27

28

29

30

15

14

13

12

11

10 09

08 07

06

05

04

03

02

D

01

UP 4201

1900

15.80

D

4200

1900

09

0.30 SCALE 1:50

F.F.L

01 --

4200 15

01

C

1700

F.F.L

1700 06

22 23

C

30

0.30

--

A

A`

21

02

4250 10

21

A

1600

1500 15

20

SCALE 1:50

14 x 30

1700

19

1699

F.F.L

--

20

30

F.F.L

03

17 18

12

600

2.70

19

3850

21

17 18

1600

20

1500

300

19

F.F.L 4201

D

08 17 18

5.10 1700

3100

14

16

3100

01 --

3000 41

C

3000

SCALE 1:50

F.F.L

1700

A

A`

08

5.10

F.F.L

-34

1700

1900

1600

675

--

4200

SCALE 1:50

F.F.L

03

2650

40

30

3850

13

3800

2.70 F.F.L

350

29

600

700

2000

3700

1700

14

13

12

11

10 09

08 07

2327 06

05

04 03

14

02

1700 16

13

REVISIONS:

4200

01

17 18

19

20

21

22 23

24

25 26

27

29

30

C

A

12

28

D

NO

DATE

R0

DEC.2014

ISSUED FOR TENDER

MODIFICATIONS

R1

FEB.2015

ISSUED FOR TENDER

700

15.10

700

UPPER ROOF T.O.S

4900

+11.80 T.O.S

F.F.L

+11.90

T.O.S

+10.20

3250

3400

T.O.S

1700

8.50

1700

6.80

T.O.S

5.10

3150 3200

2400 SCALE 1:50

2.70

2400

2400

05

4800

T.O.S

4800 2400

2400

4450

SCALE 1:50

900

2400

10

T.O.S

2400

T.O.S FIRST FLOOR

4100

3200

2.70

900

SCALE 1:50

F.F.L

2400

5.10

T.O.S FIRST FLOOR

4100

350 2400

4100

15

2.70

DRAWING TITLE:

1700

+5.10

FIRST F.F.L

2400

1000

1700

3050

3400

T.O.S

900

1700

6.80

F.F.L

900

2400

6.80

8.50

T.O.S SECOND FLOOR

3400

T.O.S SECOND FLOOR

3400

350

3400

SECOND F.F.L

MAIN CONSULTANT:

250

8.50

2500

2500

1000

1700

3400

T.O.S

900

900

10.20

1700

T.O.S

1700

ROOF FLOOR

2400

+10.20

F.F.L

OWNER:

+11.90

250

+11.90

2960

3200 4000

3060

4900

1000

4900

4000

3060

3200

2200

140

700

UPPER ROOF T.O.S

140

700

15.10

140

UPPER ROOF T.O.S

700

700

15.10

700

T.O.P

2400

09

22 23

1500

625

1650

FEB.2015 0.30

T.O.S

0.30

T.O.S

1:50

FEB.2015

1023.1

A0

R1

05.A.0500.00

55


56


J

A

B

C

D

B

C

E

F

G

ELEV 1

D

2500 4600 2460

800

1900

3750

1500

300150

3300

10600

1000

640

600

1600

600 1000 600 4200

5900 450

+0.30 m F.F.L

2500 4600 1600 600 1000

1400

800 5900

1800

2

(DRY MIX)

3

(DRY MIX)

4

3750

300

A

+10.60 m T.O.P

2500 4600

4100

10600

+5.00 m T.O.S. +4.20 m T.O.S.

800

3

+6.00 m T.O.S. 1000

800 600

1600

1000 600 3150

4

3

09

08

08 06

+0.45 m F.F.L

05

04

5100

03

02

+0.30 m F.F.L

01

+10.60 m T.O.P

BL11 - A0100.00

1

20X40 CM

300150

3000

2200

2800

5100

B

3

SCALE 1:100

J

C

3

2500

03

10600

4700 5900

5100

5900

450

D

4

+0.45 m F.F.L

+0.30 m F.F.L

+0.00 m G.F.L

J

ELEV 3

E

4

1600

1790

H

1700

1650

1400

1400 6500 5100

2200

1600 600

F

3

BL11 - A0100.00

A

G

300150

A

3

6500

3175

+0.45 m F.F.L

(DRY MIX)

640

1000325 1185 800 585395 800 395

4075

3

1000

10600

800

4250

4350

+4.20 m T.O.S.

300150

SCALE 1:100

H

3

4

2600

4000

2100

+5.00 m T.O.S.

09

29530 01

800

2500

1175

1035

+4.20 m T.O.S.

NOTES:

750

3175

0.00 G.F.L

4760

+5.00 m T.O.S.

09

1

1000

10600

5900 3750

J

4600

1110

08

S4

3

3750

3750

2100

06 07

3

1900

1000

4495

SCALE 1:100

+6.00 m T.O.S.

750

450

2100

05

4

3

+10.60 m T.O.P

400 4000

6900

1

3

A0402.00

3

08

250 8250

3090

02

07

+0.45 m F.F.L

+0.30 m F.F.L

1600

+0.30 F.F.L 12600 2100

3 1

4

300150

1175 11850

4000

+0.00 m G.F.L

2825

400

L0-03

2445

1200

1695

750

805

4500

4000

3800

4600

400

1160

4600

4600

+0.30 F.F.L

L0-04

3690

BL11 - A0100.00

06

3800

4000

04

4

4600

5100 1250

750

1220 250

12600

1600

250

03

3

ELEV 4

4000

5575

3800

2501000

4350 450

09

+4.20 m T.O.S.

W02

+0.30 F.F.L

0.00 G.F.L

+5.00 m T.O.S.

+0.30 F.F.L 2825

3855

5820

3140

6580

1600

08

L0-05

1300

1160

BL11 - A0100.00

D03

2500

+6.00 m T.O.S.

05

400

D04

1600 120

02

2825

07

3675

L0-06 1000

D04

D01

D01

D01

3575

D04 5250

1175

06

2000

250

450 W01

2500

1720

D04

960

4500

ELEV 2 BL11 - A0100.00

2490

2 1

3

800

2000 +0.45 F.F.L

05

02

NORTH

BL11

04

29100

2735

2

DRAWING KEY: +6.00 m T.O.S.

+10.60 m T.O.P

2700

7280

W01

4500

2000

2730

3175

2955

29100

D01

2025

450

01

SCALE 1:100

03

D02 8955

3

2450

12025

23600

04

+0.45 F.F.L

4

2850

3750

2600

1330

1200

01

+10.60 m T.O.P

4

+0.45 m F.F.L

+0.30 m F.F.L

+1.20 F.F.L 400250 1340

2690

3

3000

+4.20 m T.O.S.

+0.00 m G.F.L

PROJECT

J

H

3

2500

2500 4600 +5.00 m T.O.S.

4150

2975

3175

L0-06 +0.45 F.F.L

3650

01 BL11 - A0100.00

L0-08

940

2000

15500

+0.45 F.F.L

G

S1

3

1800

4950 1000

3425

2975 D01

03

+6.00 m T.O.S.

0 R47

+0.45 F.F.L

F

4

W01

L0-02

L0-09

01

02

15350

5575

6075

0.00 G.F.L.

E

1600

W02

800 600

W02

1000

W02

15350

L0-01

D

1790

800 700 800 585395800395

10600

W02

8400

2650

02

C

A0402.00

800

W02

3175 3110

200

W02

4075

800 800 800 800 800

400 D03

3075

W01

4000

3115

3175

3600

1175

3425

1440

200

800 700 800

1435

3175

3175

4440

W02

800

01

3750

4500

4495 4400

6075

3090 3090

7000

205

B

+10.60 m T.O.P

3750

H

5900

G

ELEV 3 BL11 - A0100.00

5900

F

5900

E 28930

5100

D

300150

C

3210

B

750

A

+10.60 m T.O.P

29530

SCALE 1:100

A

B

C

D

ELEV 1 BL11 - A0100.00

SCALE 1:100

+0.30 m F.F.L

+0.45 m F.F.L

2500 4600

FEB.2015

ISSUED FOR TENDER

+0.30 m F.F.L

2500 5860

3000

800

10600

640

MAIN CONSULTANT:

1000

640 3700 2200

1300

4550

+1.20 m F.F.L 150

300

+0.00 m G.F.L

J

DRAWING TITLE:

2500 1600

+10.60 m T.O.P

2500

H

1600

G

750

900 750

300

300

600

1500

2480

860

1500

500

1600

1000 400

4600

2500 1000 400 1500

9950

2600

3200

4300

4600 10600

+6.00 m T.O.S. +5.00 m T.O.S. +4.20 m T.O.S.

FEB. 2015

1900 3750

3150

5450

600

600

2460 640 800 1000

600 2300

2300

1400

800 600

1000

1000 +0.00 m G.F.L

J

F

800

10600

1790

02

R1

OWNER:

1500 300150

01

E

3150

3175

2900

4075

29530

3900

4000

D

1590 4800

1175

2575

300

3175

250

C

2850

3750

4250

5100

4495

4675 G.F.L1

B

4350

4600

3090

0.00

4250

+4.20 m T.O.S.

3750

805

8250

+5.00 m T.O.S.

09

4250

650

A

+10.60 m T.O.P

300150

3690

2850

300150

SCALE 1:100

+6.00 m T.O.S.

450

250

250

4350 450

09

MODIFICATIONS

J

H

1650

500

880

900

1500

600 5900 3750

01

+0.45 m F.F.L

G

500 1000 600

4600 1600

1175 4600 4250

1175

07

2825

3935 3935

+0.30 G.F.L1

+0.30 m F.F.L

7175

BL11 - A0100.00

0.00 G.F.L1

3960

10600

1000

F

4100

4500

4000

3935

5820

4500

BL11 - A0100.00

3855

02

2825

07

3960

+0.45 m F.F.L

300150

E

2500

D

800

+4.20 m T.O.S.

05

+0.00 m G.F.L 3960

3

600

C

2500

B

1000

10600

+5.00 m T.O.S.

ELEV 4

8000

ISSUED FOR TENDER

+4.20 m T.O.S.

800

4400

A

+6.00 m T.O.S.

29100

1250

ELEV 2 BL11 - A0100.00

DEC.2014

SCALE 1:100

5100 4500

2925

05

DATE

R0

+5.00 m T.O.S.

4

21175

+6.00 T.O.S.

3

NO

7200

3

+0.45 m F.F.L 300

+0.30 m F.F.L

900

900 1300 3

3900 6500

04

7000

9650 12030

+4.20 T.O.S.

2955

3175

1

1

+10.60 m T.O.P

15500

29100

+0.00 m G.F.L

7995 +5.00 T.O.S.

3650

BL11 - A0100.00

3175

2835

01

+5.00 T.O.S. 1340

2925 15500

9650

+6.00 m T.O.S.

2100

A0402.00

3

6075

5925

6075

2925

REVISIONS:

3750

+4.20 m T.O.S.

02

S3

5900

02

3

1000

+5.00 m T.O.S.

2800

200

+6.00 m T.O.S.

3175

4500

2925

3325

3175

01

15500

3600

3

4

4600

1590

5900

1790

5900

3175

1500

4075 16000

2500

4000

1600

1175

600

3175

1000

3750 3850

10600

4495 4400

200

01

3090 3090

800

805 600

+0.45 m F.F.L

FEB. 2015

1023.1

A0

R1

+0.30 m F.F.L

11.A.0100.00

57


58


PROJECT

A

A'

B'

C'

3.00

01

6100

BL12 - A0100.00

6150

4800

1550

1550

4950

4750

3150

1000 1000 1000

1000 1000

NOTES:

3600

W03

W03

600

600

5

W02

W03

1000

4900

16

D01

+ 0.30 F.F.L.

00

1600

600

2650

04 W01

L0-14

W01

W01

-0.30 G.F.L.

1150

1150

600

600

4

20X40 CM

BL12 - A0100.00

2300 7350

7050

W01

3

50

00

+0.30 F.F.L.

2

(DRY MIX) ELEV 4

54 18

D01

00

W01

00

35.74°

(DRY MIX)

20CM

20

00

16

4900

3

1

(DRY MIX)

03

1000

19 00

18

W02 +0.30 F.F.L.

°

4 5.7

00

L0-01

W02

16100

3700 1500

15600

+0.30 F.F.L.

36.3 9°

L0-12

4100

1000 2300

7350

02 5550

.9

53

1000

1200

600 600

4450

L0-11

D07 1000

600 600

31700

600

600

1150

600

31450

900

+5.00 ROOF T.O.S

A'

A

01

B'

C'

SCALE 1:100

J

D'

ELEV 1

3.00

5200

6100

+0.30 GROUND F.F.L

-0.30 F.F.L SCALE 1:100

H

J

1400

-0.30 G.F.L.

1400

05

900

BL12 - A0100.00

2000

600 600

1200

3.00

BL12

D07

7300

D02

+0.30 F.F.L.

1150

1800

F

D08 850

4600

+0.30 F.F.L. L0-10

D01

+5.80 T.O.P. 200 700

F

D08

950

D09

17700

900 400

W02

1

3.00

3.00

D04

4250

1650

2000 1400

2500

1400

600

+4.90 T.O.P. +4.30 ROOF T.O.S

L0-13

L0-04

350

W01

2.00

D08

D08

10600

1800

1500

4600

+0.30 GROUND F.F.L

SCALE 1:100

2

6150

1450

L0-03

G.F.L

3

1500

1000

29

04

4

1450

3.00

-0.30

04

4800

00

F

D07

01 BL12 - A0100.00

F

1650

9° 36.3

3.00

L0-03

-0.30 G.F.L. 750

3.00

2950

+0.30 F.F.L.

3250

3600

16100

900

03

D08

3950

D04

2900

L0-02

600

900 600

+5.00 ROOF T.O.S

L0-08 D05

D08

4550

D07 7250

D06

D08

D08

4100

6100

BL12 - A0100.00

+5.80 T.O.P.

2.00

2400

9 R7

+4.90 T.O.P. +4.30 ROOF T.O.S

200

3.00

J

H

1900

D03 ELEV 2

+5.80 T.O.P.

1900

1550

350

4

L0-09

3050

D08

1000

L0-05

D07

350

10150

02

3

G -0.30 G.F.L.

2900

1000 2950

L0-06 2850

1900

L0-07

2

F

01

SCALE 1:100

1600

1

2400

3250

-0.30 G.F.L

E

01

4950

03

D 31700

+0.30 Ground F.F.L

3.00

-0.30 G.F.L

BL12 - A0100.00

F

1000

F

1000

F

600

F

2950

F

1650

900

600

F

1800

F

C

1250

F

ELEV 3

B

2950

F

2000

F

1100

F

300

2000

F

500

F

2500

F

1400

F

2000

2000

A

1400

+0.30 Ground F.F.L

NORTH

+5.00 ROOF T.O.S

1800

1800

1800

3.00

DRAWING KEY:

+5.80 T.O.P. 4.00

2500

4.00

700

+4.90 T.O.P. +4.30 ROOF T.O.S

J

D'

3.00

200

200

2.00

1600

+5.80 T.O.P.

G

E

F

D

2.00

REVISIONS:

A

B

C

+5.80 T.O.P.

3.00

3.00

ELEV 3

A

5300

6100

5200

MODIFICATIONS Issue For Approval ISSUED FOR TENDER

4800

2400

2900

1900

2400

4800

6150

+4.90 T.O.P.

01

01

-0.30

OWNER:

G.F.L 4950

SCALE 1:100

4950

06

FEB.2015

J

BL12 - A0100.00

6150

+0.30 GROUND F.F.L

-0.30

Jan. 2015

R1

31700

+0.30 GROUND F.F.L

G.F.L

DATE

R0

+5.00 ROOF T.O.S

800

200 700

+4.90 T.O.P. +4.30 ROOF T.O.S

NO

16050

J

H

+5.80 T.O.P.

02

3600 16100

900 1300

6100 2000

35

7350

2000 500

600 500

3800

4500

3450

2200

+0.30 GROUND F.F.L

+5.00 T.O.S

+4.90 T.O.P.

BL12 - A0100.00

ELEV 4

+ 4.30 T.O.S

BL12 - A0100.00

°

.74

.74

35

°

52

35.74°

50

52

50

DRAWING TITLE:

80

R7

R7

75

0

-0.30 G.F.L SCALE 1:100

0

07

+4.90 T.O.P.

04 5300

1

3

2

MAIN CONSULTANT:

2100

1000 900 700

900

1750 1100

2900

950

500

2000

6100 4900

-0.30 G.F.L

ELEV 2

+0.30 GROUND F.F.L

+5.00 ROOF T.O.S

30.8

1300

600

1200

800

+5.80 T.O.P. +4.90 T.O.P. +4.30 ROOF T.O.S

02

3600

G

16100

F

7350

E

3700

D

C

36.3

B

3700

A

04

5300

4 31450

+5.80 T.O.P.

+0.30 GROUND F.F.L

-0.30 F.F.L

08

SCALE 1:100

A

A'

02

SCALE 1:100

B'

ELEV 1 BL12 - A0100.00

C'

D'

J

3000 2000 500

3450

3450

4500

500

1900

2900

3850

6100 4600

2000

2000

1000

800

+5.00 ROOF T.O.S

950

600

1500

+4.90 T.O.P. +4.30 ROOF T.O.S

FEB. 2015

FEB. 2015

1023.1

A0

R1

12.A.0100.00

59


60


Schlumberger Egypt Workshops Project Client : Schlumberger Egypt Location : industrial zone - 6th of October city - Egypt Leed Consultant : EHAF Scope of Work : Design Development - Developing Working Drawings - Coordination - Respond to RFIs.


62


63


64


65


66


67


68


69


70


71


72


73


A

B

C

A BL05-A0400.01

D'

D

E

F

G

H

ELV 03 BL05-A0300.02

J

I

PROJECT:

K

EGYPT INTEGRATION PROJECT

62875

900

6000

5000

1000

5000

1000

5900

100

6000

5000

1000

5000

1300

2100 200 1000 225

4900

1900

4650

3000

380

2100

4390

12000

175 1000

380

1800

12000

10000

2000

LAYOUT

10000

1475

10050

5000

1000

5000

1000

5000

10 D L0-03B

RAIN LEADER

3750

3298 1000 800 1700

1500

6100

800

1475

1500 800 800 1700

1000

500 820

1000 5750

1200 1200 265 1000 405 1230

3400

GENERAL NOTES:

1260

5100

1070

ELV 04

+ 0.15 F.F.L

BL05-A0300.02

1200

WIS WORKSHOP

6 B

29000

10 TON CRANE 7.5M HH

BL05-A0400.01 5100

1220

L0-09B

30600

+ 0.15 F.F.L

1200

W

41041

L0-21

650

L0-10B

+ 0.15 F.F.L

D

MODIFICATIONS

+ 0.15 F.F.L

WSV FOREMAN

WIS FOREMAN

L0-06

L0-07

+ 0.15 F.F.L

+ 0.15 F.F.L

4700

930

2900

L0-08B

F.H.C 3 350

D L0-07

W L0-07

R0 MAR - 2015 ISSUED FOR CONTRACT

8

REVISIONS: OWNER:

9

1130

4700

3000 300 1200 300 1000 200

8900

7

3200

L0-08

D

MAIN CONSULTANT:

TIRE SHOP

L0-04

L0-05

+ 0.15 F.F.L

+ 0.15 F.F.L

4700

4550

LUBRICANTS

26275

4700

245 1000

1755

10000

2000

10000

10

1800 350 D L0-21A

D

D

L0-05

D

L0-21B

+ 0.15 F.F.L 1m X 2.2m EMERGENCY DOOR

1m X 2.2m EMERGENCY DOOR + 0.15 F.F.L

DATE

1000

1325 175 1000 200 530

9600

6 NOS HOTDESK

L0-03C

POLYURETHANE WITH HARDENER, ANTI-SLIP ANTI-OIL ON CONCRETE RAMP

NO.

1800

L0-09

15300 BOLLARDS OF HEIGHT 150MM & DIAMETER 150MM

± 0.00 ROAD LEVEL

900

1200 150 200 300 1200 9600

2700

1325 175 1000 200 530

900

1000 33011330

1

5

W

ELECTRONICS LAB

24100

BOLLARDS OF HEIGHT 150MM & DIAMETER 150MM

4

L0-21C

2000

D L0-03A

2000

D L0-02A

L0-10B

1070

+ 0.15 F.F.L

D D

W L0-12

A

1800

1800

4900

L0-10

2550

L0-01A

L0-12

MECHANICS CLEAN ROOM

1820

1000

1820

5000

1171

2

B

L0-14

5250

5300 700

D L0-04

26200

PANTRY

900

4700

D

4950

+ 0.15 F.F.L

1800

+ 0.15 F.F.L

W L0-06

1000

5800 1100

2520 + 0.15 F.F.L

4700

1430

1200 265 1000 205

L0-12

3200

OFFICE 2

L0-11

350

530 530

1250

1250

2370

OFFICE 1

3000

1 2 3 4

1630

1000

1 2 3 4

D L0-06

4

B

F.H.C 2

+ 0.15 F.F.L

+ 0.15 F.F.L

4750

UP

UP

UP

10 TON CRANE 7.5M HH

350

1800

- 0.85

L0-08A

F.H.C 1

L0-14

3 A

L0-09B

300 1200 300 1000 200

930 LEVEL OF TRENCH FROM -1.15 TO -1.23

1000

- 0.85

UP

9

1200 300 1000 400 1125 375 1000

1000

Slope 1:100

Slope 1:100

8

LEVEL OF TRENCH FROM -1.15 TO -1.23

D

W

3

+ 0.15 F.F.L

420 1000

3600

3950

STORES

6730

1200

1665

KEY PLAN

400

2700 2000

5800

1390 2700

2500

1200

L0-09A

7

D L0-21D

100

5475

375

1800

D

1000

1200 300 1000 400 1125

SLIDING CHECHERED PLATE

D L0-21E

D

1220

L0-09A

RAIN LEADER

25200 D L0-21F

D

1995

1800

W

1595

POLYURETHANE WITH HARDENER, ANTI-SLIP ANTI-OIL ON CONCRETE RAMP

L0-21G

1200150 300 1200

650

L0-10A

9973

600

1360

1655

300

5800

145 405 1000 200 100

3050

L0-18

L0-13

530 530 1070

1800 1200

W

1220

BL05-A0400.01 SLIDING CHECHERED PLATE

ST-02A

L0-18A

± 0.00 ROAD LEVEL

BOLLARDS OF HEIGHT 150MM & DIAMETER 150MM

D

1220

BOTTOM LEVEL OF SUMP PIT

30600

18000

SUMP PIT 1*1*1.5 M COVERED WITH DH CI COVES

BOTTOM LEVEL OF SUMP PIT

L0-10A

1070

+ 0.15 F.F.L

- 2.73

D

D

TRENCH 20X1X1 COVERED WITH DH CI COVES

+ 0.15 F.F.L

30000

W L0-11

L0-03

SUMP PIT 1*1*1.5 M COVERED WITH DH CI COVES - 2.73

D

1000 600 1000

10000

1665

3200

WSV

L0-11

1260

L0-02

1200 265 1000

Slope 1:100

Slope 1:100

REW

ELV 02

20000

D L0-13

D

L0-18 W

W

2000

UP

UP

40975

- 0.85

W

MALE TOILET

L0-14

900 1000 100

900

1000

4 3 2 1

4205

2800 205 1000

L0-13

635

- 0.85

+ 0.15 F.F.L

STAIRCASE ST-02

L0-22

+ 0.15 F.F.L

4 3 2 1

2050

D

ELECTRICAL L0-22

TRENCH 20X1X1 COVERED WITH DH CI COVES

31000

1300

3020

5300

+ 0.15 F.F.L

BL05-A0300.01

B

5000

+ 0.15 F.F.L 1000 600 1000

+ 0.15 F.F.L

L0-01

5

1000

L0-15

750

1360

1000

5000

26200

L0-03D

4900

1000

D

1200 265 1000 205

5000

D

1800

D L0-03E

1800

1500 1000

D L0-03F

+ 0.15 F.F.L 300

1800

L0-15

D L0-02B

8 7 6 5 4 3 2 1

2900

W

26400

OFS SERVICE PIT

4

L0-15

2

L0-18B

2900

L0-16

1200

400

300 700 1050

5000

FEMALE TOILET

780

UP

D L0-01B

D

± 0.00 ROAD LEVEL

BOLLARDS OF HEIGHT 150MM & DIAMETER 150MM

3500

1360

1800

POLYURETHANE WITH HARDENER, ANTI-SLIP ANTI-OIL ON CONCRETE RAMP

+ 0.15 F.F.L 4795

200

+ 0.15 F.F.L

3423

3100 325

+ 0.15 F.F.L 4795 2900

1800

L0-16

L0-20

L0-19

2045

1000 750 1800

6100

BATTERY STORAGE & CHARGING RAIN LEADER

700

6

L0-17

L0-17

BOLLARDS OF HEIGHT 150MM & DIAMETER 150MM

3

D

IT HUB

NEW OIL BULK STORAGE

WASTE OIL STORAGE

+ 0.15 F.F.L

625

2

1

450

650 ± 0.00 ROAD LEVEL

POLYURETHANE WITH HARDENER, ANTI-SLIP ANTI-OIL ON CONCRETE RAMP

3300

3750

450

1

39000

6000

22200

5475

UP

DESIGNED BY:

POLYURETHANE WITH HARDENER, ANTI-SLIP ANTI-OIL ON CONCRETE RAMP

± 0.00 ROAD LEVEL

STAIR

MECHANICS SHOP - BL05 ARCHITECTURAL PLANS GROUND FLOOR - OVER ALL

RAIN LEADER

BOLLARDS OF HEIGHT 150MM & DIAMETER 150MM

1 2 3 4 5 6 7

DRAWING TITLE:

ENG. SHAIMAA FAHMY CHECKED BY:

ST-01

POLYURETHANE WITH HARDENER, ANTI-SLIP ANTI-OIL ON CONCRETE PLAT FORM

+ 0.15 F.F.L

POLYURETHANE WITH HARDENER, ANTI-SLIP ANTI-OIL ON CONCRETE PLAT FORM

ENG. NERMINE ELBITAR APPROVED BY:

ENG. SHERIF ELABD 900

5000

1000

6000

5000

1000

6000

5000

1000

6000

5000

1171

1000

7979

6000

1800

795

1000

1755

14000

10000

2000

DATE DRAWN:

11475

12000

SCALE:

62875

A

B

A BL05-A0400.01

C

D'

D

E

F

G

ELV 01 BL05-A0300.01

H

I

J

01

GROUND FLOOR PLAN

SCALE 1:100

PLOT DATE:

JAN - 2014

12000

K

PROJECT NO.

1011

MARCH - 2015 SIZE:

REVISION:

A1

1:100

R0

DRAWING NUMBER:

BL05-A0200.00

74


PROJECT:

EGYPT INTEGRATION PROJECT LAYOUT

GROOVE IN PLASTER 70X10mm

03

BOLLARDS OF HEIGHT 75 MM & DIAMETER 150MM

GROOVE IN PLASTER 70X10mm

05

+11.85 MID-SPAN LEVEL +10.60 EAVE LEVEL

10600 11850

300 1000

3800

KEY PLAN

4300

3 A

6500

RAIN LEADER

700 70 70

4

400 960

04

GROOVE IN PLASTER 70X10mm

2

B

B

+0.15 F.F.L 150

04

A

±0.00 F.F.L

05

1

To storm water net work

ELEVATION 01

01

1250

150 1250 2500 300 1000

03

GROOVE IN PLASTER 70X10mm

05

BOLLARDS OF HEIGHT 75 MM & DIAMETER 150MM

To storm water net work

SCALE 1:100

GENERAL NOTES:

1

3

2

5

4

6

7

8

9

10 ELEVATION FINISHES

CAPPING RAIN GUTTER SLOPE 0.5%

1250

+10.60 EAVE LEVEL

01

02

01

+11.85 MID-SPAN LEVEL

RAIN GUTTER SLOPE 0.5%

02

1250

+11.85 MID-SPAN LEVEL

+10.60 EAVE LEVEL

01

CORRUGATED SHEET WITH INSULATION

02

LATERAL CLADDING OF CORRUGATED SHEET 0.5 MM THICKNESS

03

WASHABLE EMULSION PLASTIC PAINT ON PLASTER (LIGHT COLOR)

04

WASHABLE EMULSION PLASTIC PAINT ON PLASTER (DARK COLOR)

1350

05

1000

8700

1000

OWNER:

11850

10450

5900

6900

4000

4850

4000

11850

400 MM GRANITE SKIRTING

RAIN LEADER

03

05

To storm water net work

02

CMU WALLS 3m HEIGHT

ELEVATION 02

05

GROOVE IN PLASTER 70X10mm

+0.15 F.F.L 150

04

GROOVE IN PLASTER 70X10mm

+1.88 F.F.L

1905

3000

700

GROOVE IN PLASTER 70X10mm

05

03

04

1500

2200

150

2900

03

03

MAIN CONSULTANT: +2.36 F.F.L

900

1200

1200

03

+0.15 F.F.L

+4.25 F.F.L

STEEL HANDRAIL Painted with epoxy

02

4250

MODIFICATIONS

R0 MAR - 2015 ISSUED FOR CONTRACT

03

2900

DATE

REVISIONS:

RAIN LEADER

+4.25 F.F.L

±0.00 F.F.L

NO.

+9.25 T.O.P

03 1000

+8.25 T.O.S

150

±0.00 F.F.L

01

03

6500 2200

150

04

6900

900 +1.88 F.F.L

2200

04

+0.15 F.F.L

STEEL STAIR Painted with epoxy

+2.36 F.F.L

04

TRANSLUCENT LATERAL SKYLIGHT PANELS WITH HEIGHT OF 1000MM

02

03

900

6500

6500

03

6500

RAIN LEADER

1200 150 1250

02

+4.25 F.F.L

03

9250

2500 300 1000

+8.25 T.O.S

4300

2500 300 1000

+9.25 T.O.P

TRANSLUCENT LATERAL SKYLIGHT PANELS WITH HEIGHT OF 1000MM

K

150 1250

ROOF SKYLIGHT

01

STEEL HANDRAIL Painted with epoxy 03

J

I

2500

ROOF SKYLIGHT

H

1400

G

5200

EXPANSION JOINT

F

6500

E

2200

2500

1400

150 1250

D

TRANSLUCENT LATERAL SKYLIGHT PANELS WITH HEIGHT OF 1000MM

03

300 1000

1250 11850

02

D'

1200 150 1250

ROOF SKYLIGHT

01

+10.60 EAVE LEVEL

C

10450

+11.85 MID-SPAN LEVEL

B

150 1250

A

03

STEEL STAIR Painted with epoxy To storm water net work

F.F.L ±0.00

DRAWING TITLE:

MECHANICS SHOP - BL05 ARCHITECTURAL ELEVATIONS ELEVATION (01) AND (02)

SCALE 1:100

DESIGNED BY:

ENG. DOAA ABU BAKR CHECKED BY:

ENG. NERMINE ELBITAR APPROVED BY:

ENG. SHERIF ELABD DATE DRAWN:

PLOT DATE:

JAN - 2014 SCALE:

PROJECT NO.

1011

MARCH - 2015 SIZE:

REVISION:

A1

1:100

R0

DRAWING NUMBER:

BL05-A0300.01

75


PROJECT:

EGYPT INTEGRATION PROJECT LAYOUT

CORRUGATED SHEET WITH INSULATION

5400

5400

RAIN LEADER

4000

1200

900 1445

2900

SECTION A-A

175 900

A

STEEL STAIR 4

SUMP PIT 1*1*1.5 M

EPOXY PAINT WITH HARDENER, ANTI-SLIP ANTI-OIL ON CONCRETE PIT

2

B

150 COVERED WITH DH CI COVERS

SCALE 1:100

+1.88 F.F.L

1730

1200

2200

1000

2200 SLOPE 1:100

COVERED WITH DH CI COVES

01

4100

2900

2900 1200

SLOPE 1:100 - 2.73 BOTTOM LEVEL OF SUMP PIT

STEEL HANDRAIL 3

1000

-1.23 F.F.L

SLIDING CHECHERED PLATE

1500

-200mm skirting cement mortar base with epoxy paint -epoxy coating (with hardener) -reinforced concrete -50 mm screed for protection -3 coats of hot oxidize bitumen. -plain concrete 100mm -compacted sand.

1000

2200

1000

2200

1200

700 1500

2200

2900

2900

2900

1900

1200 GROOVE IN PLASTER 70X10mm

05

300

±0.00 F.F.L - 0.85

+4.25 F.F.L

KEY PLAN CMU WALLS

CMU WALLS

700 2200

2500

04 400

150

+0.15 F.F.L 150

1200

1200 2900

4100

02

+10.60 EAVE LEVEL

11850

1340

RAIN LEADER

+4.25 F.F.L

+11.85 MID-SPAN LEVEL

RAIN GUTTER SLOPE 0.05%

STEEL HANDRAIL

1200

1200

1200

1200

5000

10 TON CRANE 7.5 M HOOK HEIGHT 6900

5000

5000

4500

4000

10

LATERAL CLADDING OF CORRUGATED SHEET 0.5 MMTHICKNESS

LATERAL CLADDING OF CORRUGATED SHEET 0.5 MMTHICKNESS

11850

9

1250

CAPPING

8

4060 5400

5400

1250

+9.25 T.O.P

04

1485

+8.25 T.O.S

7

+11.85 MID-SPAN LEVEL

CORRUGATED SHEET 0.5 mm THICKNESS

RAIN GUTTER SLOPE 0.05%

1850

2115

+10.60 EAVE LEVEL

6

1200

+11.85 MID-SPAN LEVEL

5

4

2350

3

2

5400

1

B

-200mm skirting cement mortar base with epoxy paint -epoxy coating (with hardener) -reinforced concrete -50 mm screed for protection -3 coats of hot oxidize bitumen. -plain concrete 100mm -compacted sand.

A

1

GENERAL NOTES:

NO.

B

C

D

E

F

G

I

J

CORRUGATED SHEET WITH INSULATION

CORRUGATED SHEET WITH INSULATION

1250

+11.85 MID-SPAN LEVEL

L1-07

SUMP PIT 1*1*1.5 M

5200

5200

3600

7450 6500

2900

1100 100 -200mm skirting cement mortar base with epoxy paint -epoxy coating (with hardener) -reinforced concrete -50 mm screed for protection -3 coats of hot oxidize bitumen. -plain concrete 100mm -compacted sand.

COVERED WITH DH CI COVERS

SUMP PIT 1*1*1.5 M

BOLLARDS OF HEIGHT 75 MM & DIAMETER 150MM

DRAWING TITLE:

3000

2200

1200

CMU WALLS

+0.15 F.F.L

750

750 BOLLARDS OF HEIGHT 75 MM & DIAMETER 150MM

MAIN CONSULTANT:

6500

L0-21

1000

L0-09

1000

2900

1200 COVERED WITH DH CI COVERS

1000 300

PIT COVER

80

1000 300 80

SLIDING CHECHERED PLATE

1500

PIT COVER -2.73 BOTTOM LEVEL OF SUMP PIT

1500

±0.00 F.F.L

SLIDING CHECHERED PLATE

750

3000 +0.15 F.F.L

ELECTRONICS LAB

R0 MAR - 2015 ISSUED FOR CONTRACT

OWNER:

WIS WORKSHOP

+4.25 F.F.L

CMU WALLS

+10.60 EAVE LEVEL

10450 11700

WIS

L1-01

+11.85 MID-SPAN LEVEL

LATERAL CLADDING OF CORRUGATED SHEET 0.5 MMTHICKNESS

1800

1100

OPEN PLAN OFFICE

2900

1100

WSV L1-09

MODIFICATIONS

REVISIONS:

700

6500

6500

2900

L0-03

+8.25 T.O.S

1200

L0-02

1200

WSV

8100

L0-01

REW

2900

OFS SERVICE PIT

10450

11700

7450

1800

LATERAL CLADDING OF CORRUGATED SHEET 0.5 MMTHICKNESS

CORRUGATED SHEET 0.5 mm THICKNESS

1200

CORRUGATED SHEET 0.5 mm THICKNESS

5200

5200

+10.60 EAVE LEVEL

DATE

k

1250

1250

+11.85 MID-SPAN LEVEL

-0.85 F.F.L

H

1250

A

±0.00 F.F.L -200mm skirting cement mortar base with epoxy paint -epoxy coating (with hardener) -reinforced concrete -50 mm screed for protection -3 coats of hot oxidize bitumen. -plain concrete 100mm -compacted sand.

BOLLARDS OF HEIGHT 75 MM & DIAMETER 150MM

MECHANICS WORKSHOP - BL05 ARCHITECTURAL PLANS SECTIONS - SECTION A-A & SECTION B-B

DESIGNED BY:

ENG. DOAA ABU BAKR CHECKED BY:

ENG. NERMINE ELBITAR APPROVED BY:

02

SECTION B-B

SCALE 1:100

ENG. SHERIF ELABD DATE DRAWN:

PLOT DATE:

JAN - 2014 SCALE:

PROJECT NO.

1011

MARCH - 2015 SIZE:

REVISION:

A1

1:100

R0

DRAWING NUMBER:

BL05-A0400.00

76


77


78


79


Greater Cairo Metro Line 4 Workshops Project Client : NAT ( Nationla Authority for Tunnels ) Leed Consultant : EHAF Scope of Work : Design Development - Developing Working Drawings - Coordination - Respond to RFIs.


81


DRAWING NUMBER

38

37

36

35

34

33

32

31

30'

30

29

28

27

26

25

24

23

22

21

20

PART 2

CM4P1 - DD - DR - WED - S18 - WAR - 503125- JDC - S01

PART 1

ELEVATION FINISHES

19'

19

E.J

17

16

15

14

13

12

11

10'

09

08

07

06

05

04

03

02

External Smooth Paint on Plaster (Light Color)

03

Granite Skirting (400 mm Height)

04

G.R.C Screen

05

GLASS BRICK

06

External Rough Paint on G.R.C (Dark Color)

07

External Smooth Paint on G.R.C (Light Color)

08

P.V.C. WINDOW CLEAR GLASS

02

01

E.J

+ 14.00 T.O.P

14000

E.J

10

External Rough Paint on Plaster (Dark Color)

14000

+ 14.00 T.O.P

18

01

±0.00 GROUND F.F.L

±0.00 GROUND F.F.L

ELEVATION 4

01

35

34

33

32

31

30'

30

STEEL LADDER

07 300 300

300

1200

300

AIR LOUVER

AIR LOUVER

4000

COMPRESSOR UNIT

F

F

F

F

F

F

F

F

500

F

4000

300

6600

2800

4100 300

ELEVATION 4 (PART 1)

F

F

02

F

F

F

01

F

F

F

F

03

01

4 --

LAYOUT:

07

+ 14.00 T.O.P

3800

300

3800

300

1200

300

300 03

01

06

3800

4400 900 1200 400 2800 02

03 KEY PLAN:

02

300

COMPRESSOR UNIT

F

07

COMPRESSOR UNIT

03

07

4300

F

04

06

300 300 1200 3800 300

F

F

05

05

4000

F

400

F

F

2100 300

COMPRESSOR UNIT

F

08

300 3800

300 3800 300

FAN 700 x700 mm

5300

AIR LOUVER

FAN 700 x700 mm

1200

FAN 700 x700 mm

06

STEEL LADDER

06

300

06

07

4400

07

08

1200

E.J

08

09

14000

10

STEEL LADDER 07

COMPRESSOR UNIT

SCALE 1:200

10'

11

02

01

8400

12

03

03

F

4000

13

14

01

01

1200

15

01

300

16

17

03

01

5600

18

03

05

300

01

1200

400

02

05

2500

19

F

19'

06

300

FAN 700 x700 mm

4000 03

07

02

E.J

01

08

3800

4400 900 1200

FAN 700 x700 mm

20

21

STEEL LADDER

06

02

F

22

300

4400

300 7700

01

AIR LOUVER

23

24

07

400 03

19'

25

STEEL LADDER

E.J

05

1200

3800

300

4400 1200 14000 8400 ±0.00 GROUND F.F.L

26

27

07

06

300

+ 14.00 T.O.P

07

08

28

300

06

29

3800

36

1200

37

3800

38

SCALE 1:400

01

07

02

07

±0.00 GROUND F.F.L

01

- 0.10 F.F.L

07

ELEVATION 4 (PART 2)

SCALE 1:200

NATIONAL AUTHORITY FOR TUNNELS GREATER CAIRO METRO- LINE No. 4 PROJECT PHASE(1) SCALE

TITLE AS SHAWN

MAIN WORKSHOP

BUILDING 03 - ARCHITECTURAL ELEVATIONS

(ALL LEVELS) SHEET-03 ELEVATION 4

DATE

REVISION DESCRIPTION

DRAWN BY

CHECKED BY

APPROVED BY

NOTES : 01- LEVEL ±0.00=(+ 81.00)

DRAWING CM4P1 - DD - DR - WED - S18 - WAR - 503125- JDC - S01 NUMBER TD_CV_ST_***_***.dwg

82


83


DRAWING NUMBER

CM4P1 - DD - DR - WED - S18 - WAR - 501101 - JDC - S01

1

3

4

5

3 501106

6

B 501107

7

8

7000 1800

7000

1700

1800

1700

300

1800

300 1100

5300

7000

1700

1800

1700

300

300 1100

5300

1800

7000

1700

1800

2950

300

300 1100

5300

1000

7000

1200

1000

7000

6000

300

300 1100

5300

1850

1700

300

1800

300 1100

5300

1700

7000 1800

1700

300

1800

300 1100

5300

1700

1800

1100

200 10500

GR17B

D

GR17A

GR18B

W GR11B

W GR11C

4200

GR18A

GR19B

D GR19A

900 400 400 900

4100

1800

1700

1800

750

1800

200 750

W GR15C

X 622790.843 Y 809149.784

750

1800

1700

W GR15B

W GR15A

GR18

200 1800

200

200

750

5400

Office Room

5700

6800

450

450

5398

5700 750

3300

300

600

300

200

GR17

6800 750

1800

W GR17B

W GR16

1700

200 1800

750

450

W GR18B

GR19

1800

1700

±0.00 F.F.L 6700

300 1100

500 1100

1800

1700

1800

1700

300

300 1100

5300 1800

7000

1700

1795

1705

7000

300

300 1100

5300

200 1800

200

200

W GR19B

W GR18A

1800

1700

1800

300

300 1100

5300

1700

1800

7000

1700

1800

FIBER CEMENT BOARD WITH V.P

CERAMIC TILES 200*200mm

FIBER CEMENT BOARD WITH V.P

GR 07 ABLUTION

CERAMIC TILES 200*200mm

-----------

CERAMIC TILES 200*200mm

FIBER CEMENT BOARD WITH V.P

GR 08 WORKER ROOM

P.V.C .TILES 500*500mm

750

750

1800

1700

1700

7000

300 1100

5300 1800

1700

1800

1700

1800

-0.20 CURB LEVEL

02

7000

600

GYPSUM TILES 600*600mm

GRANITE TILES 500*500mm REPLACEMENT SOIL

100mm GRANITE

CEMENT PLASTER 20-25(mm) COATED WITH PAINTS

GYPSUM TILES 600*600mm

CEMENT TILES

CERAMIC TILES 500*500mm REPLACEMENT SOIL

100mm CERAMIC CEMENT TILES

GR 14 STORAGE

CERAMIC TILES 500*500mm

100mm CERAMIC

GR 15 MEDICAL AFFAIR

PORCELAIN TILES 500*500mm

GR 16 GENERAL MANAGER

PORCELAIN TILES 500*500mm

GR 17 OFFICE ROOM

GLASS PARTITION CEMENT PLASTER 20-25(mm) COATED WITH PAINTS GLASS PARTITION

----------GYPSUM TILES 600*600mm

-----------

CEMENT PLASTER 20-25(mm) COATED WITH PAINTS

GYPSUM TILES 600*600mm

100mm PORCELAIN

CEMENT PLASTER 20-25(mm) COATED WITH PAINTS

GYPSUM TILES 600*600mm

100mm PORCELAIN

CEMENT PLASTER 20-25(mm) COATED WITH PAINTS

GYPSUM TILES 600*600mm

PORCELAIN TILES 500*500mm

100mm PORCELAIN

CEMENT PLASTER 20-25(mm) COATED WITH PAINTS

GYPSUM TILES 600*600mm

GR 18 OFFICE ROOM

PORCELAIN TILES 500*500mm

100mm PORCELAIN

CEMENT PLASTER 20-25(mm) COATED WITH PAINTS

GYPSUM TILES 600*600mm

GR 19 OFFICE ROOM

PORCELAIN TILES 500*500mm

100mm PORCELAIN

CEMENT PLASTER 20-25(mm) COATED WITH PAINTS

GYPSUM TILES 600*600mm

GR 20 ENTRANCE HALL

GRANITE TILES 500*500mm

100mm GRANITE

CEMENT PLASTER 20-25(mm) COATED WITH PAINTS

GYPSUM TILES 600*600mm

100mm GRANITE

CEMENT PLASTER 20-25(mm) COATED WITH PAINTS

-----------

200mm MORTAR BASE WITH CEMENT PLASTER 20-25(mm) COATED WITH PAINTS EPOXY PAINT

-----------

Granite 40mm for Tread and 20mm for Riser

3800

EPOXY COATING

6000

FINISHING SCHEDULE SCALE N.T.S

501105

C

501107

D X 622770.145 Y 809194.197

RAMP R01 -0.20 CURB LEVEL

WS3 501107

300 650

5300 1700

CEMENT PLASTER 20-25(mm) COATED WITH PAINTS

GRANITE TREAD WITH GRANITE RISER

±0.00 F.F.L

650

W GR20A

300

1800

GYPSUM TILES 600*600mm

100mm CERAMIC

A

01 W GR20B

CARPET ON CERAMIC TILES 500*500MM

-0.30 ROAD LEVEL

W GRST01

300

450

W GR19A

300

±0.00 F.F.L

CEMENT PLASTER 20-25(mm) COATED WITH PAINTS

100mm P.V.C

1100

1 501108

1200 300

GR20

concrete ramp with polyurethane coating

5300

CERAMIC TILES 200*200mm

-----------

2

D

-0.20 CURB LEVEL 300

-----------

CERAMIC TILES 200*200mm

D

GR20

-0.30 ROAD LEVEL

800

+ 1.27 F.F.L

GRST01B

Entrance Hall

Office Room

6800 750

450

W GR17A

CERAMIC TILES 200*200mm

±0.00 F.F.L

300

1700

Office Room

GR16

1000 400

300

1800 200

200

G.Manager

1900

2300

900 400 400 900

GR 05 MALE TOILETS GR 06 FEMALE TOILETS

-0.20 CURB LEVEL

UP

D

D GRST01A

1600

4100

UP

STAIRCASE ST01

300 1200

±0.00 F.F.L

5900

1000 400 400 1000

3500

5750

1800 D

2300

1900

4250

+ 2.38 F.F.L

GYPSUM TILES 600*600mm

B

8000

-0.45 F.F.L

300

300

800

FIBER CEMENT BOARD WITH V.P

6000

GR16

D

1950

E.P.S.

Edge Of Pavement

GR11

1200

1000

10350

600

CERAMIC TILES 200*200mm

2600

D

±0.00 F.F.L

1

Light Court

3300

200

20200

1800 GR12

2250

±0.00 F.F.L

1600

D

300

300

-----------

2300

200

300

501124

Elec. Panels Closet

5700

GR15

CERAMIC TILES 200*200mm

SKIRTING

7600

GR09A

D GR09B

1200

GR08

7250

300

3300

Copy Room

1900

2000

Medical Affair

GR 04 KITCHEN

2

11300

D

W GR11A

100

RAMP R02

GYPSUM TILES 600*600mm

CEMENT PLASTER 20-25(mm) COATED WITH PAINTS

FLOOR

300

D

200

02 01

1200

23650

1600

200 1100

D

4800

2400

1000 400

300

300

2500

GR07

500102

1100

±0.00 F.F.L 1400

44800

GR15B

850 600

CEMENT PLASTER 20-25(mm) COATED WITH PAINTS

100mm CERAMIC

ST01 STAIRCASE

600

GR12

W GR13C

D

1000

100mm PORCELAIN

CERAMIC TILES 500*500mm

ST02 EMERGENCY STAIRCASE

16

5550

1800 200

D

±0.00 F.F.L 13850

±0.00 F.F.L

1000 500 300 900

800

2150 1300

-0.45 F.F.L

10500

±0.00 F.F.L

W GR13B

1800

1950

4200

GR10

Edge Of Pavement

GR13

1700

A

GR09 200

3900

3300

Corridor

Light Court

1800

400

5700

200

653

Pray Room

4200

1

450 200

GR08

2600

GR06

501124

1800

Worker Room

GR07

D

GR05A

1000

1700

300

300 1400

D

W GR13A

GR15A

D

Ablution

Female Toilet 300 300

1800

GRANITE TREAD WITH GRANITE RISER

300

GR04

F.H.C

550

200

GR06

1800

750

UP

GR03

500 1000

1850

4050

GR02

1300

200

GR05 1300

X 622752.016 Y 809185.749

W GR09D

5400

D

1700

3200

Male Toilet

100 900 400

D

1000 200

200

3600

W GR09C

150 1200

200 2700

2400

3200

2700

GR14

500

39150

3800

2600 D

200 1700

1500

PORCELAIN TILES 500*500mm

GR 03 STAFF LOCKER

GR 13 LIGHT COURT

300 800

5300

7800

GR04 200 5700

14500

D

100

±0.00 F.F.L

5400

5000

Kitchen

D

GR14

100 1100

300

UP

GR10

300

1000 400 400 1000

200

4800 6130 D

1100

3850 ±0.00 F.F.L

1100 170

740

300

300

200 1370

1100

3800

Storage

±0.00 F.F.L 6300

2100

1800

±0.00 F.F.L

E.P.S.

4800

6000

GR03

6800

200

300 8400

8000

20200

GR01

1200 300

STAIRCASE ST02

D GRST02

concrete ramp with polyurethane coating

650

GR05B

Staff Locker

5200

±0.00 F.F.L

01 02

D

1800

5700

5600

5900

5000

6000

5060

-0.20 CURB LEVEL

501106

C

200

D

+ 1.825 F.F.L

GRANITE TREAD WITH GRANITE RISER

A

1250

200

5400

400 1000

5450

B

501107

1800

GR02 200

6850

1

-0.30 ROAD LEVEL

750

Class Room

GR01

501109

4

550

200 1000

200

Class Room 300

GR 02 CLASS ROOM

GR 12 COPY ROOM

300

W GR09B

2000

1800

W GR09A

5400

1700

W GR08

5700

1800 200

250

W GR06

3150

550

W GR05

1950

750

501116

650 100 1100

1800

501116

7800

1700

501117

W GR04

5800

1800

2

W GR03

W GR02A

300 800

1

5700

W GR02B

2

5100

W GR01B

300

W GR01A

GYPSUM TILES 600*600mm

GR 10 CORRIDOR

INTERLOCK

300 600

A

CEMENT PLASTER 20-25(mm) COATED WITH PAINTS

GR 11 LIGHT COURT

INTERLOCK

X 622772.715 Y 809141.335

100mm PORCELAIN

GR 09 PRAY ROOM

50000

800

CEILING

PORCELAIN TILES 500*500mm

ROOM

2

500 1100

Wall

GR 01 CLASS ROOM

1800

-0.30 ROAD LEVEL

7150

6150

7000

1200

750

7000

49500

1

2

WS1 501107

3

WS2 501107

4

1

KEY PLAN:

1 501105

5

B 501107

6

7

8

GROUND FLOOR PLAN SCALE 1:100

LAYOUT:

NATIONAL AUTHORITY FOR TUNNELS GREATER CAIRO METRO- LINE No. 4 PROJECT PHASE(1) SCALE

DATE

REVISION DESCRIPTION

DRAWN BY

CHECKED BY

APPROVED BY

NOTES : 01- LEVEL ±0.00=(+ 81.00)

DRAWING NUMBER

TITLE 1:100

CM4P1 - DD - DR - WED - S18 - WAR - 501101 - JDC - S01 TD_CV_ST_***_***.dwg

84


DRAWING NUMBER

CM4P1 - DD - DR - WED - S18 - WAR - 501105 - JDC - S01

1

7

8

02

02

1150 300

160 1150 300 2370

06

05

02

02

2370 01

01

03

08

Stainless Steel Handrail ± 0.00 Ground F.F.L 200

2370

03

08

400 820

01

400

200

01

400 820

3190

2370 400 820

Stainless Steel Handrail

12400

+ 3.65 1st F.F.L

02

± 0.00 Ground F.F.L

+ 7.30 2nd F.F.L

- 0.30 Road Level

- 0.30 Road Level

Elevation 1

1

D + 14.00 T.O.P + 13.60 T.O.S

SCALE 1:100

C

B

A + 14.00 T.O.P + 13.60 T.O.S

3490

1600

+ 7.30 2nd F.F.L

160 1150 300 160

12600 01

3490

3490

1200

KEY PLAN:

APPROVED BY

LAYOUT:

1

3190

1200

400

03

Granite Skirting (400 mm Height)

04

G.R.C Screen

05

Groove 30 mm

06

Curtain Wall

07

Granite Capping

08

Granite Cladding

400 160 490

SCALE 1:100

NATIONAL AUTHORITY FOR TUNNELS GREATER CAIRO METRO- LINE No. 4 PROJECT PHASE(1) SCALE

CHECKED BY

External Smooth Paint on Plaster (Light Color)

Elevation 2

2

DRAWN BY

02

- 0.30 Road Level

2

REVISION DESCRIPTION

External Rough Paint on Plaster (Dark Color)

+ 3.65 1st F.F.L

± 0.00 Ground F.F.L

03

- 0.30 Road Level

01

2500

160

2450 300

± 0.00 Ground F.F.L

01

02

02

08

EXTERIOR FINISHES

+ 10.85 T.O.S

02

02

02

400 1100

08

08

3390

02

Stainless Steel Handrail

05 160

2450

01

7460

12400

14200

06

+ 3.65 1st F.F.L

01

+ 12.40 T.O.P

200

+ 7.30 2nd F.F.L

05

3490

160 1180 300

2200

02

1200

+ 10.85 T.O.S

300

07 1150 300

07

14200

1200 400

07

+ 12.40 T.O.P

DATE

12600

05

7460

01

160 1120

01

3390

05

05

02

+ 10.85 T.O.S

160 1120

3490 02

02

05

2370

05

160

160 1120

02

02

160 1120

3490 01

160

160 1120

01

2370

12400

+ 3.65 1st F.F.L

02

160 1150 300

01

2370

02

05

2370

01

02

160 1120

+ 7.30 2nd F.F.L

02

160 1150 300

02

+ 12.40 T.O.P

07

2370

+ 10.85 T.O.S

14300

6

07 160 1150 300

+ 12.40 T.O.P

5

4

07 1200 400

+ 13.60 T.O.S

3

2

+ 14.00 T.O.P

NOTES : 01- LEVEL ±0.00=(+ 81.00)

DRAWING NUMBER

TITLE 1:100

CM4P1 - DD - DR - WED - S18 - WAR - 501105 - JDC - S01 TD_CV_ST_***_***.dwg

85


DRAWING NUMBER

CM4P1 - DD - DR - WED - S18 - WAR - 501107 - JDC - S01

8

7

6

5

3

4

2

1

1600

850 1200

14000

2450 Corridor

GR14

GR10

STAIRCASE ST02

3650

1200

900

1190 Storage

±0.00 Ground F.F.L

Cement Tiles 200x200mm

D

D + 12.40 T.O.P

Granite Cladding

WS3

REVISION DESCRIPTION

DRAWN BY

CHECKED BY

APPROVED BY

WS1

WS2

B

NOTES : 01- LEVEL ±0.00=(+ 81.00)

2340

3550

3550

1450

1250 640 2340

2750

2750

1100

8110

1150

1050 640

1150

11500

3650 2750

3490

3650

2340

2340 2750 1050

1ST21 STAINLESS STEEL HANDRAIL

Rough Paint (Dark Color) + 3.65 1st F.F.L

+ 3.55 1st T.O.S.

100

2340 400

3390

2340 2750 1050

4

Rough Paint (Dark Color)

3590

3650

Lounge

Smooth Paint (Light Color)

Granite Sill 370 mm Rough Paint (Dark Color) Granite Skirting (400 mm Height) - 0.20 Curb Level

±0.00 Ground F.F.L

WALL SECTION 2

5

SCALE 1:50

- 0.20 Curb Level

WALL SECTION 3 SCALE 1:50

NATIONAL AUTHORITY FOR TUNNELS GREATER CAIRO METRO- LINE No. 4 PROJECT PHASE(1) SCALE

DATE

Gypsum Tiles 600x600 mm

Smooth Paint (Light Color)

A

A

Venetian Blind

Granite Sill 370 mm

Office Room

±0.00 Ground F.F.L

+ 7.30 2nd F.F.L

+7.20 2nd T.O.S.

Smooth Paint (Light Color)

GR17

Granite Skirting (400 mm Height) - 0.20 Curb Level

2ND21 STAINLESS STEEL HANDRAIL

Rough Paint (Dark Color)

640

1150 400

Venetian Blind

Granite Sill 370 mm Rough Paint (Dark Color)

WALL SECTION 1 SCALE 1:50

Smooth Paint (Light Color)

Gypsum Tiles 600x600 mm

2340

1050

850

GR16

+ 3.65 1st F.F.L

+ 3.55 1st T.O.S.

CURTAIN WALL

Lounge

Smooth Paint (Light Color)

G.Manger

Rough Paint (Dark Color)

3590

G.Manger

Granite Sill 370 mm

1ST17

Smooth Paint (Light Color)

Gypsum Tiles 600x600 mm

100

3490

3650

2340

Gypsum Tiles 600x600 mm

Venetian Blind

3490

3490 1150

640 2340

Gypsum Tiles 600x600 mm

3550

2340

2340 2750

- 0.30 ROAD LEVEL

3650

±0.00 Ground F.F.L

Venetian Blind

Granite Sill 370 mm

1050

2750

3650

Venetian Blind

2750

LAYOUT:

1ST15

2ND17

+ 7.30 2nd F.F.L Smooth Paint (Light Color)

Smooth Paint (Light Color)

100

+ 3.65 1st F.F.L

3 B

+7.20 2nd T.O.S.

+ 10.85 T.O.S

Smooth Paint (Light Color)

G.Manger

Rough Paint (Dark Color)

100 3650 12520

3650

+ 3.65 1st F.F.L

±0.00 Ground F.F.L

KEY PLAN:

Gypsum Tiles 600x600 mm

Granite Sill 370 mm

Office Room

SECTION B-B SCALE 1:100

2ND15

1050

1550 3550

160 1450 2340

Gypsum Tiles 600x600 mm

 

2

Secretary

+ 7.30 2nd F.F.L

Venetian Blind

160 1150

2340

+ 10.85 T.O.S

+ 7.30 2nd F.F.L

160 1150 2340 1270

1550 3390

1050 3390

1050

2200

250

250

1190

GR08

Cement Tiles 200x200mm

2340

3390

1190 2200

2250 400 740

Worker Room

GR11

2400

Light Court 2400

740

Exhaust Air Louver

2340

1050

2200

2250 400 740

740 400

2250

3390

2200 1190

3390

1ST08

2340

740

1190

1550

1550 2250 400

3390

2200 1190

2ND08

Office Room

2200

1050 2340 1050 2340

740

1190

1550 2340

2340 160 1150 2340

1050

±0.00 Ground F.F.L

Exhaust Air Louver

Office Room GR19

1270

3650

+ 3.65 1st F.F.L

Office Room

Office Room 1ST19

160 1150

12520

3650

+ 7.30 2nd F.F.L

Exhaust Air Louver

Office Room 2ND19

2340

3550

+ 10.85 T.O.S

160 1450

+ 12.40 T.O.P 1550

+ 12.40 T.O.P

- 0.30 ROAD LEVEL

Gypsum Tiles 600x600 mm

+ 14.00 T.O.P

3550

+ 14.00 T.O.P

Venetian Blind

850

A

640

B

Smooth Paint (Light Color)

2340

C

Smooth Paint (Light Color)

640

Venetian Blind

+10.85 T.O.S.

+ 10.85 T.O.S

1100

+10.85 T.O.S.

+ 10.85 T.O.S

D

1550

1550

1450

1250

1550

100

Granite Cladding

3650

+ 12.40 T.O.P

1550

SECTION A-A SCALE 1:100

- 0.30 ROAD LEVEL

3650

+ 3.65 1st F.F.L

2150

1000

3400 2500

2200

640

GR13

3650

1200 3400 1200

ST02

2220

STAIRCASE

1ST11

2750

+ 7.30 2nd F.F.L

100

1

Corridor

1ST13

Light Court

 250

Cement Tiles 200x200mm

Server Room

2750

GR10

1170

640

700

GR12 2200

Corridor

Paint On Cement Plaster

700

1150

250

Copy Room 3350

 

 

GR11

1200

1400 3600 1200

1190

ST02

+ 11.15 T.O.S

1000

STAIRCASE

2ND11 2200

Paint On Cement Plaster

Corridor

2ND13

400

Storage

+ 13.60 T.O.S

2450

800

1550

2750

400

400

2200

2400

GR10

1ST11

Corridor

STAIRCASE ST01

Corridor

1ST12

Light Court

740

1190 260

Copy Room

2400

Paint On Cement Plaster

2250

1150

2200

3350

1ST11

2250

Corridor

ST01

 

400

640

1550 2ND11

3350

Corridor

2ND12 2200

Paint On Cement Plaster

Copy Room

2250

1150

700

1550

1550 740

740

1190 260 STAIRCASE

890 2500

 

2200

3390

1200 1200 1300

890

2450 1200

3650

1300

±0.00 Ground F.F.L

2250

1190 2200

3390

2ND11

1300

1200

Corridor

ST01

1300

1200

3650

12400 + 3.65 1st F.F.L

- 0.30 ROAD LEVEL

STAIRCASE

890

2450

+ 7.30 2nd F.F.L

1200

3550

890

+ 10.85 T.O.S

2600

1550

ST02

1250

STAIRCASE

3850

Paint On Cement Plaster

2500

Paint On Cement Plaster

+ 12.40 T.O.P

2290 1200 290 400

+ 14.00 T.O.P

DRAWING NUMBER

AS SHOWN

TITLE BUILDING 01 - ARCHITECTURAL SECTIONS (ALL LEVELS) - OVERALL

CM4P1 - DD - DR - WED - S18 - WAR - 501107 - JDC - S01 TD_CV_ST_***_***.dwg

86


DRAWING NUMBER

CM4P1 - DD - DR - WED - S18 - WAR - 503144- JDC - S01

03

03 --

03

PAPER TOWEL DISPENSER

03

03

FIBER CEMENT BOARD WITH V.P

HAND DRYER

430

500

--

700

800

685

1000

500

800

750

150

500

± 00.00 F.F.L 4600

260 TOILET PAPER HOLDER

CERAMIC TILES (200mmx200mm)

+ 3.00 B.L

4560

03

DIMENSION PLAN

13.2

SCALE 1:50

480

FLOOR DRAIN

PAPER TOWEL DISPENSER

03 13.1

100

3560

HAND DRYER D-A90 R19.A

500

100

500

SOAP DISPENSER

D-A90 R19.C

1100

1200

1100

1000

500

1800

D-A90 R19.B

A90.R19 D-A90 R19.A

100

200

150 500

2760

Toilet(W)

1000

750 800

275

100

500

100 FLOOR DRAIN

600

600 1600 2800

3600

750

MIRROR

100

--

+ 3.00 B.L 200

200

200 1600

01

CERAMIC TILES (200mmx200mm)

500

480

430

100

600

1000

4800 2400

MIRROR 800

100

480

5760

SOAP DISPENSER

100

D-A90 R18.C

13.3

SCALE 1:50

480

FIBER CEMENT BOARD WITH V.P

03

FURNITURE PLAN

4800

480

± 00.00 F.F.L

800

3260

300

100

A90.R18

3600

800 D-A90 R18.B

1600

3300 2100

200 Toilet(M)

350

TOILET PAPER HOLDER

5760 3600

700

100

480

02

D-A90 R18.A

160

700

260

700

160

700

600

2480

275

--

100

1600

02

1100

1200

FLOOR DRAIN D-A90 R18.A

FLOORING PLAN

13.4

SCALE 1:50

03

CEILING PLAN SCALE 1:50

A90.R18,R19

03

03

FIBER CEMENT BOARD WITH V.P

FIBER CEMENT BOARD WITH V.P

CERAMIC TILES (200mmx200mm)

+ 3.00 B.L

+ 3.00 B.L

FIBER CEMENT BOARD WITH V.P

18 MM HPL TOILET DOOR

+ 3.00 B.L

800

830

CERAMIC TILES (200mmx200mm)

CERAMIC TILES (200mmx200mm)

800

COVE LIGHT

FLOORS FINISHES

13

3000 MARBLE URINAL PARTITION

MARBLE URINAL PARTITION

Lighting Fixt. (Refer To Elec. Drawings) HVAC Fixt. (Refer To HVAC Drawings)

300

570

1500

PAPER TOWEL DISPENSER

FIBER CEMENT BOARD WITH V.P

PAPER TOWEL DISPENSER

2200 570 300

705 300

400

600

650

1500

2200

2200

3000

1000

      

PAPER TOWEL DISPENSER       

± 00.00 F.F.L

400 600

± 00.00 F.F.L

1500

400

3000

120

HAND DRYER HAND DRYER

± 00.00 F.F.L

PRESENCE DETECTOR

      

A90.R18,R19 SCALE 1:50 KEY PLAN:

LAYOUT:

NATIONAL AUTHORITY FOR TUNNELS GREATER CAIRO METRO- LINE No. 4 PROJECT PHASE(1) SCALE

TITLE 1:50

MAIN WORKSHOP

BUILDING 03 - ARCHITECTURAL ENLARGEMENTS

(GROUND LEVEL) SHEET-13 TOILETS

DATE

REVISION DESCRIPTION

DRAWN BY

CHECKED BY

APPROVED BY

NOTES : 01- LEVEL ±0.00=(+ 81.00)

DRAWING CM4P1 - DD - DR - WED - S18 - WAR - 503144- JDC - S01 NUMBER TD_CV_ST_***_***.dwg

87


DRAWING NUMBER

CM4P1 - DD - DR - WED - S18 - WAR - 503145- JDC - S01

STEEL DOOR WITH POLYVINYL CHLORIDE SELF-ADHESIVE SHEET

STEEL DOOR WITH POLYVINYL CHLORIDE SELF-ADHESIVE SHEET

OUT

IN

4500

F

STRUCTURAL OPENING

F

4500

F

400*400 mm FIXED GLASS WINDOW

F

F

F

F

ELEVATION

SECTION

F

1450

1450

4500

4500

STRUCTURAL OPENING

400*400 mm FIXED GLASS WINDOW

SECTION

ELEVATION

5500

5000

STRUCTURAL OPENING

STRUCTURAL OPENING

OUT

OUT

IN

IN

PLAN

PLAN

01

DOOR TYPE A1

02

SCALE 1:20

KEY PLAN:

LAYOUT:

DOOR TYPE A2

SCALE 1:20

NATIONAL AUTHORITY FOR TUNNELS GREATER CAIRO METRO- LINE No. 4 PROJECT PHASE(1) SCALE

TITLE 1:20

MAIN WORKSHOP

BUILDING 03 - ARCHITECTURAL OPENINGS

(ALL LEVELS) SHEET-01 DOORS

DATE

REVISION DESCRIPTION

DRAWN BY

CHECKED BY

APPROVED BY

NOTES : 01- LEVEL ±0.00=(+ 81.00)

DRAWING CM4P1 - DD - DR - WED - S18 - WAR - 503145- JDC - S01 NUMBER TD_CV_ST_***_***.dwg

88


DRAWING NUMBER

CM4P1 - DD - DR - WED - S18 - WAR - 503147- JDC - S01 IN

OUT

OUT

IN

IN

OUT

IN

IN

OUT

OUT

OUT

IN

IN

OUT

OUT

IN

WOODEN DOOR

HANDLE

SECTION

SECTION

ELEVATION

900

1000

LOCK WITH KEY

1000

1000

ELEVATION

HANDLE

2200

2200

LOCK WITH KEY

LOCK WITH KEY

SECTION

HANDLE

2200

STRUCTURAL OPENING

2200

2200

HANDLE

ELEVATION

SECTION

ELEVATION

HANDLE

OUT

OUT

OUT IN

IN

DOOR TYPE B9

SCALE 1:20

02

PLAN

IN

OUT

OUT

IN

IN

1000

DOOR TYPE B10

STRUCTURAL OPENING

SCALE 1:20

OUT

PLAN

OUT

OUT

03

DOOR TYPE B11

SCALE 1:20

03

PLAN

IN

IN

1000

IN

1600

STRUCTURAL OPENING

OUT

OUT

DOOR TYPE E1

PLAN

SCALE 1:20

IN

IN

OUT

OUT

IN WOODEN DOOR

WOODEN DOOR

WOODEN DOOR

HANDLE HANDLE

2200

250

900

1000

900

900

2200

HANDLE

2200

HANDLE

2200

01

IN

1400

STRUCTURAL OPENING

SECTION

SECTION

ELEVATION

ELEVATION

OUT

IN

DOOR TYPE E2

IN

05

KEY PLAN:

DOOR TYPE E3

SCALE 1:20

PLAN

LAYOUT:

SECTION

ELEVATION

OUT

OUT

IN

1600

PLAN

SCALE 1:20

ELEVATION

OUT

900

04

SECTION WOODEN DOOR

IN 1600

900

06

DOOR TYPE E4

SCALE 1:20

PLAN

07

DOOR TYPE E5

PLAN

SCALE 1:20

NATIONAL AUTHORITY FOR TUNNELS GREATER CAIRO METRO- LINE No. 4 PROJECT PHASE(1) SCALE

TITLE 1:20

MAIN WORKSHOP

BUILDING 03 - ARCHITECTURAL OPENINGS

(ALL LEVELS) SHEET-03 DOORS

DATE

REVISION DESCRIPTION

DRAWN BY

CHECKED BY

APPROVED BY

NOTES : 01- LEVEL ±0.00=(+ 81.00)

DRAWING CM4P1 - DD - DR - WED - S18 - WAR - 503147- JDC - S01 NUMBER TD_CV_ST_***_***.dwg

89


DRAWING NUMBER

CM4P1 - DD - DR - WED - S18 - WAR - 571101 - JDC - S01

3

571102 2000

24200 2500

10000 POLYURETHANE COATING ON CONCRETE RAMP

- 0.30 Road Level

2500

2100 POLYURETHANE COATING ON CONCRETE RAMP

- 0.30 Road Level

LOOSE GRAVEL

24200

X 622848.144 Y 809032.149

5500

5500

1000

- 0.15 Curb Level

X 622848.026 Y 808997.634

5500

10000

2500

2100

- 0.30 Road Level

5500

2000

2000

1800

A

23800

571102 2025

3000

2225

X 622853.034 Y 809031.106

13750

3000

W1

W1

GR01C

GR01B

3000

13750

5500

3000

5500

6500

6500

2025

900 1000 900

5200

4800

W2 GR01A

1100

5000

5200

5200

5000

571102

3400

Exhaust Fan

GR01

5000

1900

1000

1000 800

1900

800 800

4800

LOOSE GRAVEL 6500

2500

2

2000

2290

5850

Switch Room 1

1700

3200 2560

950

1400

1300

2700 23800

D GR01E

1000

1800

1900

3850

3300

± 0.00 F.F.L 6245 line of machine Edge of Slab

line of machine Edge of Slab

line of machine Edge of Slab

GR01

850

Switch Room 1

900

571102

2500

1300

line of machine Edge of Slab

800 2300

-1.45 F.F.L. 5000

6

270 800

1700

10000

± 0.00 F.F.L

1000

2050

11505

1270

800

115X140cm Louvers line of machine Edge of Slab

2500

POLYURETHANE COATING ON CONCRETE STAIRS

GR01D

2500 2730

2730

4250

1270

571102

3350 - 0.15 Curb Level

6500

10000

D

GR01C

800

2800

2000

4000

2850

2400

2400 950

4800

GR01A

2000

800 D

8500 - 0.15 Curb Level

D

GR01B

± 0.00 F.F.L

1700 3400

A

4000

D

1850

1000 800 5000

571102

5200

4

GR02

2950 - 0.15 Curb Level

± 0.00 F.F.L

2100

INTAKE SHAFT

- 0.30 Road Level

1900

1900

2400

3500

6500

2500

2400

7100

700

4245 POLYURETHANE COATING ON CONCRETE STAIRS

6500

1000

800

6500

900

2055 X 622843.136 Y 809008.677

2000

5500

1100

5500

2225

6500

24200

24200

2000

1

571102

Ground Floor Plan

2

SCALE 1:100

Ground Floor Plan at Upper Window Level at 3.00m SCALE 1:100

3

3

571102

571102

24200 24000

Line of structure opening above

571102

2350

8500

4000

- 0.15 Curb Level

+ 4.60 T.O.P

+ 4.60 T.O.P

+ 4.00 T.O.S

5500

6500

2

571102

A + 4.60 T.O.P

Granite capping

23800

6500

1000

- 0.30 Road Level

24000

24200

571102

2000

- 0.15 Curb Level 5500

± 0.00 F.F.L

+ 4.00 T.O.S

1250

2000

3350

- 0.15 Curb Level

5000

1900

A

A 571102

23600

- 0.15 Curb Level

4000

4800

571102

571102

+ 5.90 T.O.S

2950 - 0.15 Curb Level

5200

± 0.00 F.F.L

3850

Line of structure opening above

2650

A 571102

4

2

Line of structure opening above

5000

Line of structure opening above

1900

± 0.00 F.F.L

6585

-1.45 F.F.L.

3500

3850

5090

5200

BS01

571102

Line of structure opening above

4600

5000

5200

4

571102

6

5200

- 2.90 Culvert Level

Culvert Room

1100

11925

5000

850

- 0.30 Road Level

- 0.30 Road Level

2850

- 0.30 Road Level

6500

2650

6500

2850

5500

1900

24200 5500

2400

1

24200

1

571102

3

1

571102

Basement Floor Plan 4

SCALE 1:100

Roof Floor Plan SCALE 1:100

FINISHING SCHEDULE ROOM

FLOOR

SKIRTING

CEILING

EPOXY COATING (WITH HARDENER)

200mm MORTAR BASE WITH EPOXY PAINT

CEMENT PLASTER 20-25mm PAINT ON CEMENT PLASTER WITH PAINTS

GR02 INTAKE SHAFT

EPOXY COATING (WITH HARDENER)

200mm MORTAR BASE WITH EPOXY PAINT

CEMENT PLASTER 20-25mm WITH PAINTS

BS01 Culvert Room

EPOXY COATING (WITH HARDENER)

200mm MORTAR BASE WITH EPOXY PAINT

CEMENT PLASTER 20-25mm PAINT ON CEMENT PLASTER WITH PAINTS

5

KEY PLAN:

Wall

GR01 Switch Room 1

LAYOUT:

CEMENT PLASTER 20-25mm WITH PAINT

FINISHING SCHEDULE SCALE N.T.S

NATIONAL AUTHORITY FOR TUNNELS GREATER CAIRO METRO- LINE No. 4 PROJECT PHASE(1) SCALE

DATE

REVISION DESCRIPTION

DRAWN BY

CHECKED BY

APPROVED BY

NOTES : 01- LEVEL ±0.00=(+ 81.00)

DRAWING NUMBER

1:100

TITLE

SWITCH ROOM 1 BUILDING-07.1 ARCHITECTURAL FLOOR PLANS

CM4P1 - DD - DR - WED - S18 - WAR - 571101 - JDC - S01 TD_CV_ST_***_***.dwg

90


DRAWING NUMBER

SECTION S1 6

REVISION DESCRIPTION

DRAWN BY

CHECKED BY

APPROVED BY

NOTES : 01- LEVEL ±0.00=(+ 81.00)

1300 6200 4000

2200

06

Granite capping

300

- 0.30 Road Level

600 4000

4900

- 0.30 Road Level

SCALE 1:100

Brick wall

S1 571102 425

100mmØ Steel pipe handrail

± 00.00 F.F.L

10 11 12 13 14 15 16 17 18

40mmØ Steel pipe handrail

425

425

GROUND FLOOR STAIRS

-2.90 F.F.L

Steel handrail

270 270 270 270 270 270 270 270

-1.45 Landing level F.F.L

850

Epoxy coating (with hardener) on concrete

900

900

270 270 270 270 270 270 270 270 285 1300

770 -1.45 F.F.L

Steel handrail

850

5000

S1

-1.45 F.F.L

571102

01 02 03 04 05 06 07 08 09

Epoxy coating (with hardener) on concrete

BASEMENT FLOOR STAIRS

EQ. EQ. EQ. EQ. EQ. EQ. EQ.

7

STAIR DETAILS

HANDRAIL DETAILS SCALE 1:20

SCALE 1:50

NATIONAL AUTHORITY FOR TUNNELS GREATER CAIRO METRO- LINE No. 4 PROJECT PHASE(1) SCALE

DATE

Groove 30 mm

161

- Epoxy coating (with hardener) - S.O.G

05

+ 0.00 Ground F.F.L

Elevation 4

4

270 270 270 270 270

-2.90 F.F.L

Section A-A

LAYOUT:

1450

1250

2600

2900

2900

-2.90 F.F.L

G.RC. screen (NOT USED)

1870 03

04 05 06 07 08 09

- 0.30 Road Level

04 + 0.00 Ground F.F.L

+ 4.00 T.O.S.

1260

920

950 150 300 900 2200

05 01

1100 900

900

±0.00 F.F.L

7

-1.45 F.F.L

Granite Skirting

4

Steel handrail

Epoxy coating (with hardener) on concrete

03

300

600

600

1100 300 900

900

01

02 01

600

600 - 0.30 Road Level

571102

SCALE 1:100

KEY PLAN:

2050

4900 6200 - 0.30 Road Level

External Smooth Paint on Plaster (Light Color)

+ 4.60 T.O.P

06

900

Brick wall

Brick wall handrail

- 2.90 Culvert Level

5

01

4000

6200

+ 0.00 Ground F.F.L

300

+ 0.00 Ground F.F.L

300 -Epoxy coating (with hardener) -Re-inForced Concrete Slab.

1450

BS01

Elevation 2

01

1300

±0.00 F.F.L

900

600 4900

4000

+4.00 T.O.S. Aluminum weather cover at the exhaust fan

+ 0.00 Ground F.F.L

300 - 2.90 Culvert Level

Culvert Room

4000 300

+ 4.00 T.O.S.

1300

+ 4.00 T.O.S.

02

SCALE 1:100

600

+ 4.60 T.O.P

03

Epoxy coating (with hardener) on concrete

2650

3100

4000

900 450

900

Line of machine

GR01

-Epoxy coating (with hardener) -Re-inForced Concrete Slab.

1100

600 4000

4900

+ 4.60 T.O.P

05

2

600

1100 100

+ 5.90 T.O.S

+4.60 T.O.P

Granite capping

Switch Room 1 2200

- 0.30 Road Level

Elevation 3

3100

4000

- 0.30 Road Level

01

+ 4.00 T.O.S.

01

01

External Rough Paint on Plaster (Dark Color)

+ 4.60 T.O.P

4

Line of machine

Brick wall handrail

05

2900

300

Line of machine

Line of machine

+ 0.00 Ground F.F.L

02

Exhaust Fan with aluminum weather cover and insect net

SCALE 1:100

600

1800

300 900

01

05

03

3

Granite capping

+ 0.00 Ground F.F.L

+ 5.90 T.O.S

05

01

300

01

03

- 100mm thickness (cement tilescement mortar -sand layer ) - 30 mm cement screed for protection - protection layer (GEO. textile sheet). - water proofing membrane (p.v.c proof layer). - screed laid to falls, 50mm thick at minimum - Re-inforced concrete slab.

+ 4.00 T.O.S.

4000

3100

01

02 01

2200

3900

02

02

01

+5.90 T.O.S 1300

300 1100 100

01 05

- 0.30 Road Level

6200

01

3100

300 1100 100

600 4900

4000

05

02

SCALE 1:100

02

+ 0.00 Ground F.F.L

2600

03

06

+ 4.00 T.O.S.

- 0.30 Road Level

02

01

Elevation 1

1

+ 4.60 T.O.P

+ 0.00 Ground F.F.L

+4.00 T.O.S.

18X161cm=2.90m

300

03

- 0.30 Road Level

+4.00 T.O.S.

02

06

+ 4.60 T.O.P

300

01

600

+ 0.00 Ground F.F.L

05

01

01

01

01

1300

4000

3900

01

1100

6200

+4.00 T.O.S.

01

900

01

05

+4.60 T.O.P

02

06

2050

1300 600

02

+ 5.90 T.O.S

425

CM4P1 - DD - DR - WED - S18 - WAR - 571102 - JDC - S01 +4.60 T.O.P

+4.60 T.O.P

ELEVATION FINISHES

Air intake 90X130cm PVC Louvers with insect net

+5.90 T.O.S

DRAWING NUMBER

AS SHOWN

TITLE

SWITCH ROOM 1 BUILDING-07.1 ARCHITECTURAL ELEVATIONS , SECTION & STAIR DETAIL

CM4P1 - DD - DR - WED - S18 - WAR - 571102 - JDC - S01 TD_CV_ST_***_***.dwg

91


DRAWING NUMBER

CM4P1 - DD - DR - WED - S18 - WAR - 571103 - JDC - S01 OUT

OUT

OUT

OUT

IN

IN

HANDLE

LOCK WITH KEY

HANDLE

2200

STRUCTURAL OPENING

2200

3100

IN

IN

PUSH PLATE

1000

1000

LOCK WITH KEY

KICK PLATE

SECTION

KICK PLATE

SECTION

ELEVATION

ELEVATION

OUT

HANDLE OUT

IN

2500

STRUCTURAL OPENING

800

DOOR TYPE A1 SCALE 1:20

IN

2

PLAN

PLAN

DOOR TYPE A2 (Machine Door) SCALE 1:20

6mm THICK CLEAR GLASS

PVC FRAME

IN

IN

OUT

OUT

900

900

PRE-CAST CONCRETE LINTEL

6mm THICK CLEAR GLASS

ELEVATION 1

ELEVATION 1

LONG ARM FOR OPENING

LONG ARM FOR OPENING PVC FRAME

A -

6mm THICK CLEAR GLASS

EXHAUST FAN WITH PVC WEATHER COVER AND INSECT NET

2500

2500

OUT

IN

1000

1000

1000

1800

1800

1

STRUCTURAL OPENING

3000

PLAN

SECTION A-A

SECTION A-A KEY PLAN:

LAYOUT:

NATIONAL AUTHORITY FOR TUNNELS GREATER CAIRO METRO- LINE No. 4 PROJECT PHASE(1) SCALE

DATE

REVISION DESCRIPTION

DRAWN BY

CHECKED BY

APPROVED BY

NOTES : 01- LEVEL ±0.00=(+ 81.00)

DRAWING NUMBER

1:20

TITLE

SWITCH ROOM 1 BUILDING-07.1 ARCHITECTURAL OPENINGS ALL LEVELS - DOORS & WINDOWS

CM4P1 - DD - DR - WED - S18 - WAR - 571103 - JDC - S01 TD_CV_ST_***_***.dwg

92


DRAWING NUMBER B

2850

1000

POLYURETHANE COATING ON CONCRETE STAIRS

9700 -0.15 Curb Level

LOOSE GRAVEL 2900 ±0.00 F.F.L D GR01E

-0.15 Curb Level

5700

150 1000 150

6250

10900 6100

3300

2300

1650

2920

900

1300

1300

1300 2700

1300

4800

line of machine Edge of slab line of machine Edge of slab 2230

1600

660

1820

line of machine Edge of slab

2

572103

10900 6100

150 1000 150 6100

A 572103

2560

1510

-0.15 Curb Level

150 1000 150

6100

2000

X 622949.575 Y 809396.406

±0.00 F.F.L

5x15cm Groove

-0.30 Road Level 4800

150 1000 150

6100

1820

770 2300

-0.15 Curb Level LOOSE GRAVEL

1000

1220

3300 42800

572103

-1.45 F.F.L

2850

2300

1230

3300

11400

1900

6055

7 line of machine Edge of slab

770

line of machine Edge of slab

770 2300

1230

4600

±0.00 F.F.L

300 730

GR01

line of machine Edge of slab

2500 2800

Switch Room 2

3600 2800

2500

1230

2800 770 1230

1800

1230

3700

3600

±0.00 F.F.L

line of machine Edge of slab

line of machine Edge of slab 770

2650

2500 2800

11400

650

D GR01D

650

D GR01C

650

D

±0.00 F.F.L

1850

2400

4000

-0.15 Curb Level

-0.15 Curb Level

150 1000 150

GR01B

GR02

LOOSE GRAVEL

2100

4800

POLYURETHANE COATING ON CONCRETE RAMP

5200

4000

1150 150 1000 150

5000

2100

2500 -0.30 Road Level

1000

X 622954.539 Y 809397.006

1000

4000

3600

6250

1000

2500 -0.30 Road Level

POLYURETHANE COATING ON CONCRETE RAMP

6100

D

1700

1000

X 622959.695 Y 809354.315

3600

6100

GR01A

115X140cm Louvers

-0.15 Curb Level 2000

2500 -0.30 Road Level

-0.15 Curb Level

INTAKE SHAFT

1700

150 1000 150 1150

9700

500 1000

2050

1900 300

3400 1000

572103

D GR02

4800 LOOSE GRAVEL

2900 ±0.00 F.F.L

2800

2400

1000

1050

800 5000

A

5200

572103

2100

2400

2900

X 622954.731 Y 809353.717 POLYURETHANE COATING ON CONCRETE STAIRS

150 1000 150

1000

6100

300

2850

POLYURETHANE COATING ON CONCRETE STAIRS

6100

2400

1000

300

1850

6100

2100

6250

4

572103

43200

300 730

CM4P1 - DD - DR - WED - S18 - WAR - 572101 - JDC - S01

3

572103 2000

5700 6250

43200

1000

B

1

572103

572103

Ground Floor Plan

1

SCALE 1:100

43200

150 1000 150

W GR01A

150 1000 150 850 300

W GR01B

4000

1300

4800

2500

W GR01C

1300

6100 300 850

1300

W GR01D

850

3100

850

850 300

2500

6100 300 850

W GR01E

1300

1300

W GR01F

850

2600

350

4800

3100

850

850 300

2500

W GR01G

1300

850

6100 300 850 150 1000 150

W GR01H

3100

4800

6250 150 1000 150

W GR01I

850 450 850

4800

4850

850

W GR01J

1300

700

4000

6100

4000

1500

Switch Room 2

900

1700

6100

900 500

6250

1300

W GR01R

700

5200

5000

3000

3000

4800 5000

5000

900

5000

1300

4800

1300

5000

900

5000

1300

5000

500

5000

W GR01Q

150 1000 150

6250

5000

W GR01P

900

W GR01O

5000

6100

150 1000 150

4800

6100

W GR01N

150 1000 150

6100

W GR01M

5000

900

6100

5000 6100

600

400

600

500

W GR01K

42800 400

W GR01S

2000

250

5000 2000

5200

GR01

W GR01L

150 1000 150

5000

700

6250

43200

2

ROOM

Ground Floor Plan at Upper Window Level at 3.00m SCALE 1:100

FLOOR

SKIRTING

CEILING

EPOXY COATING (WITH HARDENER)

200mm MORTAR BASE WITH EPOXY PAINT

CEMENT PLASTER 20-25mm WITH PAINTS

CEMENT PLASTER 20-25mm WITH PAINT

GR02 INTAKE SHAFT

EPOXY COATING (WITH HARDENER)

200mm MORTAR BASE WITH EPOXY PAINT

CEMENT PLASTER 20-25mm WITH PAINTS

CEMENT PLASTER 20-25mm WITH PAINT

3

KEY PLAN:

Wall

GR01 Switch Room 2

LAYOUT:

FINISHING SCHEDULE SCALE N.T.S

NATIONAL AUTHORITY FOR TUNNELS GREATER CAIRO METRO- LINE No. 4 PROJECT PHASE(1) SCALE

UP

DATE

REVISION DESCRIPTION

DRAWN BY

CHECKED BY

APPROVED BY

NOTES : 01- LEVEL ±0.00=(+ 81.00)

DRAWING NUMBER

1:100

TITLE

SWITCH ROOM 2 BUILDING-07.2 ARCHITECTURAL FLOOR PLANS

CM4P1 - DD - DR - WED - S18 - WAR - 572101 - JDC - S01 TD_CV_ST_***_***.dwg

93


DRAWING NUMBER

CM4P1 - DD - DR - WED - S18 - WAR - 572102 - JDC - S01

3

B

572103

572103

43200 43000 -0.30 Road Level

2100

2400

2100

300 -0.15 Curb Level

4000

±0.00 F.F.L.

9700

2900

+4.60 T.O.P.

Granite capping

1900

+4.60 T.O.P.

2

PENT HOUSE 1350

3700

4000

572103

+4.00 T.O.S.

Granite capping +4.60 T.O.P.

-0.15 Curb Level LOOSE GRAVEL

LOOSE GRAVEL

A 572103

Granite capping

+4.60 T.O.P.

42800

5000

2000

572103

-0.15 Curb Level

2100

5200

1900

5000

5200

±0.00 F.F.L.

4000

8600

1700

+5.90 T.O.S.

-0.15 Curb Level

9700

LOOSE GRAVEL

4800

300

4

-0.15 Curb Level

2900

2350

2900

572103

A

±0.00 F.F.L.

2850

POLYURETHANE COATING TREAD

POLYURETHANE COATING TREAD

POLYURETHANE COATING RAMP

2400

LOOSE GRAVEL

-0.30 Road Level

2100

-0.30 Road Level

300

POLYURETHANE COATING TREAD

-0.15 Curb Level

-0.15 Curb Level

-0.30 Road Level 43000

LOOSE GRAVEL

43200

1

B

572103

1

572103

Roof Plan SCALE 1:100

3

B

572103

572103

43200 6100

Line of structure opening above

Line of structure opening above

2

7

-1.45 F.F.L

572103

572103

Line of structure opening above

572103

Line of structure opening above

5200

BS01 Line of structure opening above

4800

2850

4600

5000

5200

-2.90 F.F.L

6250

5000

Culvert Room

-2.90 F.F.L Line of structure opening above

6100

650

6100

30625

4

572103

A

6100

900

6100

1100

6250

A

Line of structure opening above

Line of structure opening above

572103

42600

6250

6100

6100

6100

6100

6100

6250

43200

1

B

572103

2

ROOM BS01 Culvert Room

FLOOR

3

KEY PLAN:

LAYOUT:

Basement Plan SCALE 1:100

SKIRTING

EPOXY COATING (WITH HARDENER)

572103

Wall

200mm MORTAR BASE WITH CEMENT PLASTER 20-25mm EPOXY PAINT WITH PAINTS

CEILING CEMENT PLASTER 20-25mm WITH PAINTS

FINISHING SCHEDULE SCALE N.T.S

NATIONAL AUTHORITY FOR TUNNELS GREATER CAIRO METRO- LINE No. 4 PROJECT PHASE(1) SCALE

UP

DATE

REVISION DESCRIPTION

DRAWN BY

CHECKED BY

APPROVED BY

NOTES : 01- LEVEL ±0.00=(+ 81.00)

DRAWING NUMBER

1:100

TITLE

SWITCH ROOM 2 BUILDING-07.2 ARCHITECTURAL FLOOR PLANS (ROOF AND BASEMENT PLANS)

CM4P1 - DD - DR - WED - S18 - WAR - 572102 - JDC - S01 TD_CV_ST_***_***.dwg

94


DRAWING NUMBER

CM4P1 - DD - DR - WED - S18 - WAR - 572103 - JDC - S01

ELEVATION FINISHES

Air intake 90X130cm Louvers

-0.30 Road Level

300

03

03

Granite Skirting

04

Granite Capping

05

Groove 30 mm

4100

Aluminum weather cover at the exhaust fan & insect net ±0.00 Ground F.F.L

Elevation 2

2

SCALE 1:100

+4.60 T.O.P

300

-0.30 Road Level

5x15cm Groove

600

-0.30 Road Level

300

03

External Smooth Paint on Plaster (Light Color)

6200

900 2150

4900

01

05 ±0.00 Ground F.F.L

02

+4.00 T.O.S.

02

01 ±0.00 Ground F.F.L

1300

1400

01

+4.00 T.O.S.

4900

4000

05

5x15cm Groove

1100

500

04

4100

+4.00 T.O.S.

Elevation 1

1

+4.60 T.O.P

600

280

920 1870

600

03

01

01

01

600

01

05

02

5x15cm Groove

01

05

180

1260

900 1870

02

01

02

180

740 280 180

02

3900

900

02

+4.60 T.O.P

04

5x15cm Groove

01

01

600

600

600

01

03

300

1870

01

05

1870

3900

6200 4000

05

±0.00 Ground F.F.L

02

740 280 180

1020

01

02

+4.00 T.O.S.

04

02

180

04

180

01

600

+4.60 T.O.P

1260

1300

01

01 +5.90 T.O.S.

500

+5.90 T.O.S.

External Rough Paint on Plaster (Dark Color)

-0.30 Road Level

SCALE 1:100

Epoxy coating (with hardener) on concrete

5000

S1

8

9

-1.45 F.F.L

2

3

4

5

7

8

BASEMENT FLOOR STAIRS Paint on brick handrail

±0.00 F.F.L

Steel handrail

8

±0.00 F.F.L

572103

SCALE 1:100

Epoxy coating (with hardener) on concrete

-1.45 F.F.L

1450

- Epoxy coating - S.O.G

-2.90 F.F.L

1300 600

1900

4000

3850

100mmØ STEEL PIPE HANDRAIL

8800

MACHINE

±0.00 Ground F.F.L

425

1350

900 450

GR01

+4.00 T.O.S.

40mmØ STEEL PIPE HANDRAIL

Section A-A

Epoxy Coating (with hardener)

DRAWN BY

CHECKED BY

APPROVED BY

NOTES : 01- LEVEL ±0.00=(+ 81.00)

425

425

-1.45 Landing level F.F.L

850

2600

EQ.

425

2900

Section B-B

EQ. EQ. EQ. EQ. EQ. EQ.

8

HANDRAIL DETAILS SCALE 1:20

NATIONAL AUTHORITY FOR TUNNELS GREATER CAIRO METRO- LINE No. 4 PROJECT PHASE(1)

UP

REVISION DESCRIPTION

EPOXY COATING (WITH HARDENER) ON CONCRETE

SCALE 1:100

SCALE

DATE

-0.30 Road Level

-2.90 Culvert level

-2.90 Culvert level Epoxy Coating (with hardener)

6

LAYOUT:

poxy coating

Culvert Room

SCALE 1:100

KEY PLAN:

(

BS01 -2.90 Culvert level

5

2900

BS01

161

-2.90 Culvert level

Culvert Room

2600

BS01

2600

Culvert Room

BS01

2900

Culvert Room

BS01

2900

Culvert Room

1450

BS01

900

Culvert Room

2900

2900

2600

-0.30 Road Level

900

-0.30 Road Level

SECTION S1

SCALE 1:50

850

-0.30 Road Level

Stair Details

7

+5.90 T.O.S. +4.60 T.O.P

115X140cm Louvers

300

±0.00 Ground F.F.L

Switch Room 2

900 450 1150

±0.00 Ground F.F.L

2500

4000 7500

+4.00 T.O.S.

4000

900 450 2500

GR01

300

Brick handrail

Switch Room 2

2200

3850

900 450 3850 2500 900

GR01

900 450

750 3100

3100

Switch Room 2

2500

GR01

2500

Switch Room 2

MACHINE

+4.00 T.O.S. Aluminum weather cover at the exhaust fan & insect net

Air intake 90X130cm Louvers

-2.90 F.F.L

300

±0.00 Ground F.F.L

2200

2500

3850

750

900 450

900 450 4000

8800

+4.00 T.O.S.

Granite capping

+4.60 T.O.P

600

+4.60 T.O.P

600

1300

Granite capping

600

Granite capping

7500 300

- 100mm thickness (cement tilescement mortar -sand layer ) - 30 mm cement screed for protection - protection layer (GEO. textile sheet). - water proofing membrane (p.v.c proof layer). - screed laid to falls, 50mm thick at minimum - Re-inforced concrete slab.

+5.90 T.O.S. +4.60 T.O.P

- 100mm thickness (cement tilescement mortar -sand layer ) - 30 mm cement screed for protection - protection layer (GEO. textile sheet). - water proofing membrane (p.v.c proof layer). - screed laid to falls, 50mm thick at minimum - Re-inforced concrete slab.

2900

-0.30 Road Level

900

±0.00 Ground F.F.L

Elevation 4

6

18X161cm=2.90m

1870

1

4900

4000

180

4

SCALE 1:100

S1 -2.90 F.F.L

01 03

STEEL HANDRAIL

572103

270 270 270 270 270 270 270 270 1100 900

600

280 740 180

+4.00 T.O.S.

±0.00 F.F.L

10 11 12 13 14 15 16 17 18

850

Elevation 3

01

300

-0.30 Road Level

600

-0.30 Road Level

2200

2500 ±0.00 Ground F.F.L

+4.60 T.O.P

02

05

300

±0.00 Ground F.F.L 300

03

1300

1300

01 4000

6200 2200

01

01

2500

05

05

+4.00 T.O.S.

4000

3900

3900 3400

3100

01

04

900

+4.00 T.O.S.

7

2900

3

01

01

600

03

03

-0.30 Road Level

01

5x15cm Groove

01

600

1300

02

01

+4.60 T.O.P

6200

05

01

+4.60 T.O.P

6

GROUND FLOOR STAIRS

600

180 740

5x15cm Groove

900 1870

05

01

300

01

180

02

02

3400

2200

2500

01 ±0.00 Ground F.F.L

5x15cm Groove

5x15cm Groove

01

04

02

3100

4900

4000

900 05

180

01

02

300 740 100

01

+4.00 T.O.S.

04

02

1100

600

04

3100

+4.60 T.O.P

+5.90 T.O.S.

900

900

5

4

+5.90 T.O.S.

572103

270 270 270 270 270 270 270 270 1300

770 -1.45 F.F.L

1300

270 270 270 270 270

DRAWING NUMBER

AS SHOWN

TITLE

SWITCH ROOM 2 BUILDING-07.2 ARCHITECTURAL ELEVATIONS, SECTIONS, AND STAIR DETAILS

CM4P1 - DD - DR - WED - S18 - WAR - 572103 - JDC - S01 TD_CV_ST_***_***.dwg

95


96


Ministry of Finance in Saudi Arabia Client : Ministry of Finance in Saudi Arabia Consultant : EHAF Location : Riadh - Saudi Arabia Scope of Work : Design Development - Developing Working Drawings Coordination - Respond to RFIs.


98


99


100


101


102


City Gate Residential Compound Client : Qatari Diyar Consultant : EHAF Location : New Cairo - Egypt Scope of Work : Design Development - Developing Working Drawings - Coordination - Respond to RFIs.


104


CITY GATE

PK-1 PK-2 1. 2.

A

N

A A

DRAWINGS SHALL NOT BE SCALED. ALL DIMENSIONS ARE IN MILLIMETERS.

3.

ALL LEVELS ARE IN METERS.

4.

THIS DRAWING SHALL BE READ IN CONJUNCTION WITH OTHER TRADES.

5.

UNLESS OTHERWISE INDICATED ALL MASONRY UNITS SHALL REACH STRUCTURAL CEILING. FIRE RATED WALLS SHALL BE OF SOLID MASONRY UNITS HALF HOUR, ONE HOUR, TWO HOURS AND THREE HOURS FIRE RESISTANT AS INDICATED ON DRAWINGS.

6.

UNLESS OTHERWISE INDICATED ALL LINTELS OVER DOORS AND WINDOWS SHALL EXTEND 200mm FROM EACH SIDE OF OPENINGS.

7.

CONTRACTOR SHALL COORDINATE AND SUBMIT THE COMPLETE AND FULL SHOP DRAWINGS FOR ALL WORKS.

8.

CONTRACTOR SHALL COORDINATE ARCHITECTURAL DRAWINGS WITH ALL ELECTRO MECHANICAL DRAWINGS AND SPECIFICATIONS. HE SHALL ALSO VERIFY THE CONFORMITY OF DRAWINGS WITH THE ACTUAL SITE DIMENSIONS AND CONDITIONS.

9.

CONTRACTOR SHOULD CHECK ALL INDICATED DIMENSIONS

10. ALL INTERNAL WALLS ARE 150MM. 11. ALL EXTERNAL WALLS ARE 300MM AS EXTERNAL WALL= 150MM AIR GAP = 50 MM INTERNAL WALL = 100MM

A 8.

ALL MATERIALS AND COLORS TO BE APPROVED BY SITE CONSULTANT AND OWNER.

A A

A

A A A

A

A A

A A

A

A A

A

A A

A

A A

A A

A0000.00

105


CITY GATE

1.

DRAWINGS SHALL NOT BE SCALED.

2.

ALL DIMENSIONS ARE IN MILLIMETERS.

3.

ALL LEVELS ARE IN METERS.

4.

THIS DRAWING SHALL BE READ IN CONJUNCTION WITH OTHER TRADES.

5.

UNLESS OTHERWISE INDICATED ALL MASONRY UNITS SHALL REACH STRUCTURAL CEILING. FIRE RATED WALLS SHALL BE OF SOLID MASONRY UNITS HALF HOUR, ONE HOUR, TWO HOURS AND THREE HOURS FIRE RESISTANT AS INDICATED ON DRAWINGS.

6.

UNLESS OTHERWISE INDICATED ALL LINTELS OVER DOORS AND WINDOWS SHALL EXTEND 200mm FROM EACH SIDE OF OPENINGS.

7.

CONTRACTOR SHALL COORDINATE AND SUBMIT THE COMPLETE AND FULL SHOP DRAWINGS FOR ALL WORKS.

8.

CONTRACTOR SHALL COORDINATE ARCHITECTURAL DRAWINGS WITH ALL ELECTRO MECHANICAL DRAWINGS AND SPECIFICATIONS. HE SHALL ALSO VERIFY THE CONFORMITY OF DRAWINGS WITH THE ACTUAL SITE DIMENSIONS AND CONDITIONS.

9.

CONTRACTOR SHOULD CHECK ALL INDICATED DIMENSIONS

10. ALL INTERNAL WALLS ARE 150MM. 11. ALL EXTERNAL WALLS ARE 300MM AS EXTERNAL WALL= 150MM AIR GAP = 50 MM INTERNAL WALL = 100MM 8.

01

Site Plan

ALL MATERIALS AND COLORS TO BE APPROVED BY SITE CONSULTANT AND OWNER.

T-MV01-A0100

SCALE 1:100

106


03

A

B

MV1-A04

C

D

E

A

F

03

B

MV1-A04

C

D

E

CITY GATE

F

G11

1

1

G10

1

+0.30 F.F.L

+0.45 F.F.L

1

F12 F10

S6

2

1

S6

1

2

S6

1

H4

S6

2

H4

3

F06

F02

3

3

S6

4

G08 +0.45 F.F.L

4

F01 H3

5

P01

1

3

4

5

6

7

04

8 9

S3

11

21

20

19

18

17

16

15

G04

2

P02

+0.30 F.F.L

+0.45 F.F.L

1

+0.30 F.F.L

H3

±0.00 F.F.L

2

±0.00 F.F.L

G02 H1

+0.45 F.F.L

H1

6

6

5

6

7

CONTRACTOR SHALL COORDINATE AND SUBMIT THE COMPLETE AND FULL SHOP DRAWINGS FOR ALL WORKS.

8.

CONTRACTOR SHALL COORDINATE ARCHITECTURAL DRAWINGS WITH ALL ELECTRO MECHANICAL DRAWINGS AND SPECIFICATIONS. HE SHALL ALSO VERIFY THE CONFORMITY OF DRAWINGS WITH THE ACTUAL SITE DIMENSIONS AND CONDITIONS.

9.

CONTRACTOR SHOULD CHECK ALL INDICATED DIMENSIONS

7

7

H3

H3

9.

TOTAL AREA = 230.48 m2 TERRACES AND PORCH = 21.9 m2 Ducts = 0.6 m2 BUILDING TOTAL AREA =240.83 m2

22

21

20

19

18

S3

11

17

16

15

04 MV1-A04

6

14

7

P02 F07

F13

F16

P02

P01

H2

F14

8

8

8 S5

9

9

9 F18

S5

3

EXTERNAL WALL= 150MM AIR GAP = 50 MM INTERNAL WALL = 100MM ALL MATERIALS AND COLORS TO BE APPROVED BY SITE CONSULTANT AND OWNER.

W21

8

G05

+4.05 F.F.L

G15 +0.45 F.F.L

10

UNLESS OTHERWISE INDICATED ALL LINTELS OVER DOORS AND WINDOWS SHALL EXTEND 200mm FROM EACH SIDE OF OPENINGS.

8.

9

1

9

6.

7.

H3

10

H1

P01

G17

4

F15

G16

G03

1

External Stair NIC

3

F04

H1

13

P02 H1

2

02 MV1-A03

12

14

22

UNLESS OTHERWISE INDICATED ALL MASONRY UNITS SHALL REACH STRUCTURAL CEILING. FIRE RATED WALLS SHALL BE OF SOLID MASONRY UNITS HALF HOUR, ONE HOUR, TWO HOURS AND THREE HOURS FIRE RESISTANT AS INDICATED ON DRAWINGS.

5 P01

13

P01

F09

12

G12

P03

G13

MV1-A04

10

G05 +0.45 F.F.L

G14

7

8

2

P01

F08

P02

F03

H1

6

P02

5

G06 H1

5.

4

H3

G18

02

ALL LEVELS ARE IN METERS. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH OTHER TRADES.

11. ALL EXTERNAL WALLS ARE 300MM AS

G07

MV1-A03

ALL DIMENSIONS ARE IN MILLIMETERS.

4.

10. ALL INTERNAL WALLS ARE 150MM.

G09

5

DRAWINGS SHALL NOT BE SCALED.

3.

H3

3

S1

2.

2

H3

4

1.

10

10

11

11

F17

+3.95 T.O.S

F19

10

2

11

1

S2

±0.00 F.F.L

+0.6 F.F.L

G01

S2

S1

11

S1

+0.8 F.F.L

01

A

01

Ground Floor Plan SCALE 1:100

01 MV1-A03

B

C

D

E

A

F

MV1-A03

B

C

D

E

F T-MV01-A0200

02

First Floor Plan SCALE 1:100

107


CITY GATE

W-10

W-8

R-3

R-3a

D-4a

1.

DRAWINGS SHALL NOT BE SCALED.

2.

ALL DIMENSIONS ARE IN MILLIMETERS.

3.

R-4

W-10

W-8 R-3a

ALL LEVELS ARE IN METERS.

4.

THIS DRAWING SHALL BE READ IN CONJUNCTION WITH OTHER TRADES.

5.

UNLESS OTHERWISE INDICATED ALL MASONRY UNITS SHALL REACH STRUCTURAL CEILING. FIRE RATED WALLS SHALL BE OF SOLID MASONRY UNITS HALF HOUR, ONE HOUR, TWO HOURS AND THREE HOURS FIRE RESISTANT AS INDICATED ON DRAWINGS.

6.

UNLESS OTHERWISE INDICATED ALL LINTELS OVER DOORS AND WINDOWS SHALL EXTEND 200mm FROM EACH SIDE OF OPENINGS.

7.

CONTRACTOR SHALL COORDINATE AND SUBMIT THE COMPLETE AND FULL SHOP DRAWINGS FOR ALL WORKS.

8.

CONTRACTOR SHALL COORDINATE ARCHITECTURAL DRAWINGS WITH ALL ELECTRO MECHANICAL DRAWINGS AND SPECIFICATIONS. HE SHALL ALSO VERIFY THE CONFORMITY OF DRAWINGS WITH THE ACTUAL SITE DIMENSIONS AND CONDITIONS.

9.

CONTRACTOR SHOULD CHECK ALL INDICATED DIMENSIONS

10. ALL INTERNAL WALLS ARE 150MM.

T-4

11. ALL EXTERNAL WALLS ARE 300MM AS EXTERNAL WALL= 150MM AIR GAP = 50 MM INTERNAL WALL = 100MM 8.

01

ALL MATERIALS AND COLORS TO BE APPROVED BY SITE CONSULTANT AND OWNER.

Elevation 1 SCALE 1:100

W-8

W-8

W-8

D-4a R-4

B-3

W-6a W-6b W-8

D-4a

D-4a

D-4a

T-2

02

Elevation 2 SCALE 1:100

T-MV01-A0300

108


CITY GATE

1.

DRAWINGS SHALL NOT BE SCALED.

2.

ALL DIMENSIONS ARE IN MILLIMETERS.

3.

ALL LEVELS ARE IN METERS.

4.

THIS DRAWING SHALL BE READ IN CONJUNCTION WITH OTHER TRADES.

5.

UNLESS OTHERWISE INDICATED ALL MASONRY UNITS SHALL REACH STRUCTURAL CEILING. FIRE RATED WALLS SHALL BE OF SOLID MASONRY UNITS HALF HOUR, ONE HOUR, TWO HOURS AND THREE HOURS FIRE RESISTANT AS INDICATED ON DRAWINGS.

6.

UNLESS OTHERWISE INDICATED ALL LINTELS OVER DOORS AND WINDOWS SHALL EXTEND 200mm FROM EACH SIDE OF OPENINGS.

7.

CONTRACTOR SHALL COORDINATE AND SUBMIT THE COMPLETE AND FULL SHOP DRAWINGS FOR ALL WORKS.

8.

CONTRACTOR SHALL COORDINATE ARCHITECTURAL DRAWINGS WITH ALL ELECTRO MECHANICAL DRAWINGS AND SPECIFICATIONS. HE SHALL ALSO VERIFY THE CONFORMITY OF DRAWINGS WITH THE ACTUAL SITE DIMENSIONS AND CONDITIONS.

9.

CONTRACTOR SHOULD CHECK ALL INDICATED DIMENSIONS

10. ALL INTERNAL WALLS ARE 150MM. 11. ALL EXTERNAL WALLS ARE 300MM AS EXTERNAL WALL= 150MM AIR GAP = 50 MM INTERNAL WALL = 100MM 8.

01

ALL MATERIALS AND COLORS TO BE APPROVED BY SITE CONSULTANT AND OWNER.

Elevation 3 SCALE 1:100

D-4a

R-4 W-8b

W-8b

D-4a

W-8b

02

R-1

W-8b

Elevation 4 SCALE 1:100

T-MV01-A0301

109


CITY GATE

1.

DRAWINGS SHALL NOT BE SCALED.

2.

ALL DIMENSIONS ARE IN MILLIMETERS.

3.

ALL LEVELS ARE IN METERS.

4.

THIS DRAWING SHALL BE READ IN CONJUNCTION WITH OTHER TRADES.

5.

UNLESS OTHERWISE INDICATED ALL MASONRY UNITS SHALL REACH STRUCTURAL CEILING. FIRE RATED WALLS SHALL BE OF SOLID MASONRY UNITS HALF HOUR, ONE HOUR, TWO HOURS AND THREE HOURS FIRE RESISTANT AS INDICATED ON DRAWINGS.

6.

UNLESS OTHERWISE INDICATED ALL LINTELS OVER DOORS AND WINDOWS SHALL EXTEND 200mm FROM EACH SIDE OF OPENINGS.

7.

CONTRACTOR SHALL COORDINATE AND SUBMIT THE COMPLETE AND FULL SHOP DRAWINGS FOR ALL WORKS.

8.

CONTRACTOR SHALL COORDINATE ARCHITECTURAL DRAWINGS WITH ALL ELECTRO MECHANICAL DRAWINGS AND SPECIFICATIONS. HE SHALL ALSO VERIFY THE CONFORMITY OF DRAWINGS WITH THE ACTUAL SITE DIMENSIONS AND CONDITIONS.

9.

CONTRACTOR SHOULD CHECK ALL INDICATED DIMENSIONS

10. ALL INTERNAL WALLS ARE 150MM. 11. ALL EXTERNAL WALLS ARE 300MM AS EXTERNAL WALL= 150MM AIR GAP = 50 MM INTERNAL WALL = 100MM 8.

01

ALL MATERIALS AND COLORS TO BE APPROVED BY SITE CONSULTANT AND OWNER.

Section 1-1 SCALE 1:100

MV01-A0400

110


CITY GATE

1.

DRAWINGS SHALL NOT BE SCALED.

2.

ALL DIMENSIONS ARE IN MILLIMETERS.

3.

ALL LEVELS ARE IN METERS.

4.

THIS DRAWING SHALL BE READ IN CONJUNCTION WITH OTHER TRADES.

5.

UNLESS OTHERWISE INDICATED ALL MASONRY UNITS SHALL REACH STRUCTURAL CEILING. FIRE RATED WALLS SHALL BE OF SOLID MASONRY UNITS HALF HOUR, ONE HOUR, TWO HOURS AND THREE HOURS FIRE RESISTANT AS INDICATED ON DRAWINGS.

6.

UNLESS OTHERWISE INDICATED ALL LINTELS OVER DOORS AND WINDOWS SHALL EXTEND 200mm FROM EACH SIDE OF OPENINGS.

7.

CONTRACTOR SHALL COORDINATE AND SUBMIT THE COMPLETE AND FULL SHOP DRAWINGS FOR ALL WORKS.

8.

CONTRACTOR SHALL COORDINATE ARCHITECTURAL DRAWINGS WITH ALL ELECTRO MECHANICAL DRAWINGS AND SPECIFICATIONS. HE SHALL ALSO VERIFY THE CONFORMITY OF DRAWINGS WITH THE ACTUAL SITE DIMENSIONS AND CONDITIONS.

9.

CONTRACTOR SHOULD CHECK ALL INDICATED DIMENSIONS

10. ALL INTERNAL WALLS ARE 150MM. 11. ALL EXTERNAL WALLS ARE 300MM AS EXTERNAL WALL= 150MM AIR GAP = 50 MM INTERNAL WALL = 100MM 8.

01

ALL MATERIALS AND COLORS TO BE APPROVED BY SITE CONSULTANT AND OWNER.

GROUND FLOOR PLAN SCALE 1:50

+4.05 F.F.L

02

FIRST FLOOR PLAN SCALE 1:50

04

Entrance Stair Section

MV01-A0500

SCALE 1:50

111


112


113


114


CITY GATE

03 M-TV-A0301

A

B

C

D

E

F

G

H

J

I

K

1. 2.

F12 S4

1

1

S4

2

2

F10 S6

3

F06

S6

4

3

F10

4

F06 F02

DRAWINGS SHALL NOT BE SCALED. ALL DIMENSIONS ARE IN MILLIMETERS.

3.

ALL LEVELS ARE IN METERS.

4.

THIS DRAWING SHALL BE READ IN CONJUNCTION WITH OTHER TRADES.

5.

UNLESS OTHERWISE INDICATED ALL MASONRY UNITS SHALL REACH STRUCTURAL CEILING. FIRE RATED WALLS SHALL BE OF SOLID MASONRY UNITS HALF HOUR, ONE HOUR, TWO HOURS AND THREE HOURS FIRE RESISTANT AS INDICATED ON DRAWINGS.

6.

UNLESS OTHERWISE INDICATED ALL LINTELS OVER DOORS AND WINDOWS SHALL EXTEND 200mm FROM EACH SIDE OF OPENINGS.

7.

CONTRACTOR SHALL COORDINATE AND SUBMIT THE COMPLETE AND FULL SHOP DRAWINGS FOR ALL WORKS.

8.

CONTRACTOR SHALL COORDINATE ARCHITECTURAL DRAWINGS WITH ALL ELECTRO MECHANICAL DRAWINGS AND SPECIFICATIONS. HE SHALL ALSO VERIFY THE CONFORMITY OF DRAWINGS WITH THE ACTUAL SITE DIMENSIONS AND CONDITIONS.

9.

CONTRACTOR SHOULD CHECK ALL INDICATED DIMENSIONS

10. ALL INTERNAL WALLS ARE 150MM. 11. ALL EXTERNAL WALLS ARE 300MM AS

F02

EXTERNAL WALL= 150MM AIR GAP = 50 MM INTERNAL WALL = 100MM 8.

F09

ALL MATERIALS AND COLORS TO BE APPROVED BY SITE CONSULTANT AND OWNER.

F09

F08

F08

5

5

6

H1

G05

F01

5

6

7

F03

8

G05

9

F11

8

10

7

11

13

12

14

14

+4.05 F.F.L

22

21

20

19

F11

15

17

F14

7

F05

13

15

F03

8

16

18

17

F14

18 19

20

21

22

9

+4.05 F.F.L

S1

9

S1

10

S1

10

S1

11

11

12

12

13

13

F07

H3

F07

H3

14

14 F18

15

A

01

6

H1

F01

5

10

12

16

8

6

9

11

F05

7

B

15

SEC A-A T-TV-A0400

C

D

E

F

G

H

I

J

K

First Floor Plan

SCALE 1:100

M-TV-A0201

115


CITY GATE K

J

I

H

G

F

E

D

C

B

A

+9.05 T.O.P.

+9.05 T.O.P.

+7.35 T.O.S.

+7.35 T.O.S.

1. 2.

+4.05 1st F.F.L

+4.05 1st F.F.L

+0.45 Ground F.F.L

+0.45 Ground F.F.L

±0.00 Road Level

±0.00 Road Level

01

02

DRAWINGS SHALL NOT BE SCALED. ALL DIMENSIONS ARE IN MILLIMETERS.

3.

ALL LEVELS ARE IN METERS.

4.

THIS DRAWING SHALL BE READ IN CONJUNCTION WITH OTHER TRADES.

5.

UNLESS OTHERWISE INDICATED ALL MASONRY UNITS SHALL REACH STRUCTURAL CEILING. FIRE RATED WALLS SHALL BE OF SOLID MASONRY UNITS HALF HOUR, ONE HOUR, TWO HOURS AND THREE HOURS FIRE RESISTANT AS INDICATED ON DRAWINGS.

6.

UNLESS OTHERWISE INDICATED ALL LINTELS OVER DOORS AND WINDOWS SHALL EXTEND 200mm FROM EACH SIDE OF OPENINGS.

7.

CONTRACTOR SHALL COORDINATE AND SUBMIT THE COMPLETE AND FULL SHOP DRAWINGS FOR ALL WORKS.

8.

CONTRACTOR SHALL COORDINATE ARCHITECTURAL DRAWINGS WITH ALL ELECTRO MECHANICAL DRAWINGS AND SPECIFICATIONS. HE SHALL ALSO VERIFY THE CONFORMITY OF DRAWINGS WITH THE ACTUAL SITE DIMENSIONS AND CONDITIONS.

9.

CONTRACTOR SHOULD CHECK ALL INDICATED DIMENSIONS

10. ALL INTERNAL WALLS ARE 150MM. 11. ALL EXTERNAL WALLS ARE 300MM AS EXTERNAL WALL= 150MM AIR GAP = 50 MM INTERNAL WALL = 100MM 8.

ALL MATERIALS AND COLORS TO BE APPROVED BY SITE CONSULTANT AND OWNER.

Elevation 3

SCALE 1:100

Elevation 4

SCALE 1:100

M-TV-A0301

116


117


Egypt Railway Stations Project Client : Egypt Railway National Authority Consultant : Ain Shams Uni. Development Center Location : Egypt Scope of Work : Developing Working Drawings Developing detailed drawing - Collaborating with other Disciplines Construction Supervision.


119


120


121


122


123


1

2

3

5

4

6

7

8

9

10

11

13

12

14 15

16

18

17

19

20

21

22

68.56 4.00 0.13

11.00

3.75

3.75

4.00

3.75

3.75

11.27

3.75

3.75

11.77

3.75

3.75

0.27

2.88

6.82

2.88

2.88

2.88

0.27

15.70

3.75

3.75

5.00

4.00

2.50

3.75

3.75

3.75

0.13

G-001 G-002 G-003 G-004 G-005 G-006 G-007 G-008 0.60 1.00 0.60 1.20

0.85

1.20

1.37

0.60 1.20 0.60 1.20 0.60 1.20 0.60 1.17

1.20

0.73

1.20

2.45

1.00 0.80

1.20

0.75 1.00 0.80

1.20 0.63 1.00 0.65 1.20

0.80 0.75

2.00

0.75

2.00

0.75

2.00

0.75

0.75

2.25

1.00

0.90

2.17

3.20

1.00

1.20 0.60 0.70

1.80

0.70 1.00 0.80

1.20

0.75 1.00 0.80

1.20 0.50

3.55

G-009

0.20

G-010 G-011

2.40

3.75

0.60 1.20 0.60 1.20 0.60 1.20 0.60 1.20 0.60 1.20 0.60

3.75

3.75

2.40

3.75

1.20

0.82

3.75

3.50

0.25

3.75

3.50

2.03

3.75

1.20

0.79 0.75

3.75

0.27

0.30

2.08

0.90 0.52

1.16

2.60

0.25

2.40

0.28

1.10

1.78

0.600.12

0.66 0.57 0.330.60 0.77

0.62

3.63

2.40

0.61

1.37

0.75

2.88

2.00

0.75

2.88

30.27

2.00

1.50 0.13

0.25

0.75

1.25

0.20

2.88

2.00

2.88

G-012 G-013 G-014 G-015 G-016 G-017

6.25

1.20

3.43

3.55

G-018 G-019

C 1.75 0.50

0.75

B

3.63

2.00

2.00

A

8.37

1.76

2.93

2.93 3.13

0.12

4.25

3.76

4.25

4.25

0.12

0.62

3.81

2.11 3.50

1.20

4.50

0.80

5.75

0.12

1.00

0.500.25

0.25 0.75

4.25

1.20 0.25

1.20

0.55

0.55

0.13

1.20

0.80

1.95

2.38

2.12

1.75 0.50

1.38

1.20 0.25

2.00

2.15

0.44 1.00

0.20

0.60

2.38

0.25

2.15

1.00 0.37

1.25 0.60

0.600.38

0.12 1.00

0.55 1.95

2.58

1.00 0.30 0.90

1.00

0.730.27

1.75

1.00

1.24

0.12

1.00

1.90

2.50

1.00

3.50

1.00

1.00

0.25

0.90

1.00

3.50

1.00

0.25 0.75

0.570.25

0.55

1.98

0.25 0.75

1.20

2.15

0.25

1.73

0.60

1.75

0.60 0.60 0.68

0.55

0.55 0.12 2.35

2.10

0.12

2.15

0.50

3.76

0.60

7.00

0.12

2.15

2.00

7.25

0.78

2.00

1.87

2.35

1.20 0.25 1.25

5.90

0.80

2.08

1.00

0.17

0.25 0.75

5.75

5.75

1.20

1.87

1.42

0.80

1.43

0.50

0.60

1.00

0.91 0.25

1.50

0.50 7.25

0.24 1.00

0.15 1.00 0.28

3.50

4.25

1.50

0.26 1.00 0.30

1.56

1.56

0.60 0.49

1.50

1.20 0.26

4.25

1.03

2.57 0.26 1.00 0.30

0.60

0.41

1.95

0.25

1.10

0.60

1.50

1.18

1.50

1.50

1.20

1.00 0.26

3.64

1.20

2.57

0.87

0.95

0.64

0.95 0.12

1.56

0.24 1.00 2.57

1.12

3.62

0.38

5.75

4.50

8.37

1.55

3.50

C D

1.76

1.00

0.60

6.25

0.35 1.00

0.30

0.35

2.57

B

0.25

1.50 0.13

A

0.75

0.27

11.77

2.35

0.90 0.90 0.90

3.75

2.97

2.40

3.75

1.50

0.60 1.20 0.60

5.00

1.50

2.50

2.40

2.10

3.75

6.82

1.20

2.10

3.75

2.40

3.75

D

0.50

0.13

19.70

68.56

1 1

GROUND FLOOR PLAN SCALE 1:100

2

3

4

5

6

7

8

9

10

11

12

13

14 15

16

17

18

19

20

21

22

1:100

PLANS 1/100 ( GROUND FLOOR )

124


0.90

4 SIDE ELEVATION (2) 1/100 SCALE 1:100 3

2.45

C

1.80

B

7.80

1.80

2.45

2

7.80

1.00

0.90

3.54

1.40

0.25 1.05

7.80

1.80

0.90

TAMA STATION

3.54

A

3.54

0.50

0.90

3

1.60

1.45

2.25

2.45

0.90

20

0.700.20 1.10

0.25

0.25 1.05

0.90

1.40

1.95

0.600.25 1.05

0.25

0.85

1.60

1.20

19

2.40

1.40

4

2.40

5 18

1.00

1.80

1.40

1.40

0.70 1.10 0.20

1.50

0.50

2.45

17

0.90

0.50

6

0.75

7

1.45

8

0.25 1.05

TAMA STATION

9

16

0.90

2

10

0.25

11

14 15

1.40

12

13

2.40

1

12

1.00

1.00

1.45

0.700.20

0.25

0.75

1.95

1.80

11

1.20

1.40

0.300.70

2.40

0.25

8.70

0.600.25 1.05

1.40

1.40

1.80

1.00

3.54

1.00

0.90

10

0.900.10

1.50

0.90

13

0.70 0.20

1.60

2.25

15 14

9

1.50

0.20 1.10 0.70

2.40

1.40

0.85

2.40

0.90

0.75

0.25 1.05

0.25 1.05

16 8

2.80

A 7

1.45

B 17 6

0.25

C 18

2.40

1.40

19 5

0.30 0.60

1.00

1.95

2.45

20

4

2.40

0.90

0.25

1.80

7.80

3

1.95

2.80

2.40

3.54

2

0.25

1.45

1.60

2.45

D

0.25

0.700.20 1.10

1.80

7.80

21

1.50

2.40

3.54

1 21

FRONT ELEVATION - MAIN ENTRANCE 1/100 SCALE 1:100

1

BACK ELEVATION - PLATFORM ENTRANCE 1/100 SCALE 1:100

D

SIDE ELEVATION (1) 1/100 SCALE 1:100

125


126


127


Teejan Residential Compound Client : Madeenet Nasr for Housing & Development MNHD Consultant : S.A. Architects Location : New Cairo - Egypt Scope of work : Design Development - Working Drawings Bill of Quantities preparation


129


1

3

2

5

4 S.1 A - 203

A A - 301

E

E

TERRACE

D

D

TEEGAN

DINING ROOM

LIVING ROOM

D:\Consultation\Work\Working Drawings\14-12-2010 Final

CAIRO - SUEZ DESERT ROAD

B A - 302

OWNER MNHD - ODM

B A - 302

W.C.

W.1 A - 204

C

E.1 A - 202

C

MARK

DATE

DESCRIPTION

2/6/2011

DESIGN DEVELOPMENT CONSTRUCTION DOCUMENTS

W.C. KITCHEN

PRICING PACKAGE

LOBBY

Adoption

BEDROOM 4

GENERAL NOTES : W.C.

B

B

BEDROOM 3

PROJECT NO. : CAD DWG FILE : DRAWN BY :

A. AHMED LASHIN

CHECKED BY :

A A - 301

COPYRIGHT : S-A-ARCHITECTS 2011

Sheet Title

A

A

Sheet Size A1 Drawing Scale 1 - 50

N.1 A - 201

1

2

3

GROUND FLOOR PLAN SEPARATE VILLA

4

5

Sheet

A - 101 1

of

9

130


1

3

2

S.1 A - 203

A A - 301

E

5

4

E

TERRACE TERRACE

D

D DRESSING ROOM

D:\Consultation\Work\Working Drawings\14-12-2010 Final

BEDROOM 1

CAIRO - SUEZ DESERT ROAD

BATHROOM 2

B A - 302

OWNER MNHD - ODM

B A - 302

W.1 A - 204

C

TEEGAN

MASTER BEDROOM

LIVING ROOM

E.1 A - 202

C

DRESSING ROOM

MARK

DATE

DESCRIPTION

2/6/2011

DESIGN DEVELOPMENT CONSTRUCTION DOCUMENTS

W.C.

PRICING PACKAGE Adoption

BATHROOM 1

GENERAL NOTES : BEDROOM 2

B

B

PROJECT NO. : CAD DWG FILE :

TERRACE

DRAWN BY :

A. AHMED LASHIN

CHECKED BY : COPYRIGHT : S-A-ARCHITECTS 2011

A A - 301

Sheet Title

A

A

Sheet Size A1 Drawing Scale 1 - 50

N.1 A - 201

1

2

3

FIRST FLOOR PLAN SEPARATE VILLA

4

5

Sheet

A - 102 2

of

9

131


1

3

2

E

5

4

E

S.1 A - 203 A A - 301

D

D

TEEGAN

CAIRO - SUEZ DESERT ROAD

D:\Consultation\Work\Working Drawings\14-12-2010 Final

TERRACE

OWNER MNHD - ODM

B A - 302

C

B A - 302

W.C.

W.1 A - 204

LIVING ROOM

C

MARK

DATE

DESCRIPTION

2/6/2011

CONSTRUCTION DOCUMENTS

E.1 A - 202

BEDROOM 5

DESIGN DEVELOPMENT

PRICING PACKAGE Adoption

DRESSING ROOM

W.C.

GENERAL NOTES : TERRACE

B

B

PROJECT NO. : CAD DWG FILE : DRAWN BY :

A. AHMED LASHIN

CHECKED BY : COPYRIGHT : S-A-ARCHITECTS 2011

A A - 301

Sheet Title N.1 A - 201

A

A

ROOF PLAN SEPARATE VILLA

Sheet Size A1 Drawing Scale 1 - 50

1

2

3

4

5

Sheet

A - 103 3

of

9

132


1

3

2

5

4

E

E

D

D T.O.C. +10.25m

TEEGAN

D:\Consultation\Work\Working Drawings\14-12-2010 Final

CAIRO - SUEZ DESERT ROAD

OWNER MNHD - ODM

F.F.L. +7.25m

C

C

MARK

DATE

DESCRIPTION

2/6/2011

DESIGN DEVELOPMENT CONSTRUCTION DOCUMENTS

F.F.L. +3.85m

PRICING PACKAGE Adoption

GENERAL NOTES : F.F.L. +0.45m A.L.P.S. + - 0.00m

B N.1 A - 101

B

PROJECT NO. : CAD DWG FILE :

NORTH ELEVATION Scale 1 : 50

DRAWN BY :

A. AHMED LASHIN

CHECKED BY : COPYRIGHT : S-A-ARCHITECTS 2011

Sheet Title

A

A

NORTH ELEVATION SEPARATE VILLA

Sheet Size A1 Drawing Scale 1 - 50

1

2

3

4

5

Sheet

A - 201 4

of

9

133


1

3

2

5

4

E

E

D

D

TEEGAN

T.O.C. +10.25m

D:\Consultation\Work\Working Drawings\14-12-2010 Final

CAIRO - SUEZ DESERT ROAD

OWNER MNHD - ODM

F.F.L. +7.25m

C

C

MARK

DATE

DESCRIPTION

2/6/2011

DESIGN DEVELOPMENT CONSTRUCTION DOCUMENTS

F.F.L. +3.85m

PRICING PACKAGE Adoption

GENERAL NOTES : F.F.L. +0.45m

B

B

A.L.P.S. + - 0.00m

S.1 A - 101

PROJECT NO. : CAD DWG FILE :

SOUTH ELEVATION Scale 1 : 50

DRAWN BY :

A. AHMED LASHIN

CHECKED BY : COPYRIGHT : S-A-ARCHITECTS 2011

Sheet Title

A

A

SOUTH ELEVATION SEPARATE VILLA

Sheet Size A1 Drawing Scale 1 - 50

1

2

3

4

5

Sheet

A - 203 6

of

9

134


135


136


1

3

2

5

4 S.1 A - 203

A A - 301

E

E

MASTER BEDROOM

TERRACE

MASTER BEDROOM

TERRACE

D

D

D:\Consultation\Work\Working Drawings\14-12-2010 Final

B A - 302

DRESSING ROOM

LIVING ROOM

DRESSING ROOM

LIVING ROOM

BATHROOM 2

C

W.1 A - 204

BATHROOM 1

TEEGAN

B A - 302

CAIRO - SUEZ DESERT ROAD

OWNER MNHD - ODM

BATHROOM 2

LOBBY

LOBBY

E.1 A - 202

C

MARK

DATE

DESCRIPTION

2/6/2011

BATHROOM 1

DESIGN DEVELOPMENT CONSTRUCTION DOCUMENTS PRICING PACKAGE Adoption

BEDROOM 2

BEDROOM 2 BEDROOM 1

GENERAL NOTES :

BEDROOM 1

B

B

PROJECT NO. : CAD DWG FILE : DRAWN BY :

A. AHMED LASHIN

CHECKED BY : COPYRIGHT : S-A-ARCHITECTS 2011

Sheet Title

A

A N.1 A - 201

1

2

3

A A - 301

FIRST FLOOR PLAN TOWN HOUSE

Sheet Size A1 Drawing Scale 1 - 50

4

5

Sheet

A - 102 2

of

9

137


1

3

2

5

4 A A - 301

S.1 A - 203

E

E

TERRACE

TERRACE

D

D LIVING ROOM

D:\Consultation\Work\Working Drawings\14-12-2010 Final

B A - 302

LIVING ROOM DINING ROOM

DINING ROOM

TEEGAN

B A - 302

CAIRO - SUEZ DESERT ROAD

OWNER MNHD - ODM

W.1 A - 204

C

E.1 A - 202

W.C. 1

LOBBY

C

W.C. 1

LOBBY

MARK

DATE

DESCRIPTION

2/6/2011

DESIGN DEVELOPMENT CONSTRUCTION DOCUMENTS PRICING PACKAGE Adoption

W.C. 2

KITCHEN

W.C. 2

BEDROOM 3

KITCHEN

GENERAL NOTES :

BEDROOM 3

B

B

PROJECT NO. : CAD DWG FILE : DRAWN BY :

A. AHMED LASHIN

CHECKED BY : COPYRIGHT : S-A-ARCHITECTS 2011

Sheet Title

A

A A A - 301

Sheet Size A1 Drawing Scale 1 - 50

N.1 A - 201

1

2

3

GROUND FLOOR PLAN TOWN HOUSE

4

5

Sheet

A - 101 1

of

9

138


1

3

2

4

5

E

E

D

D T.O.C. +10.25m

TEEGAN

T.O.C. +10.25m

D:\Consultation\Work\Working Drawings\14-12-2010 Final

CAIRO - SUEZ DESERT ROAD

OWNER MNHD - ODM

F.F.L. +7.00m

F.F.L. +7.00m

C

C

MARK

DATE

DESCRIPTION

2/6/2011

DESIGN DEVELOPMENT CONSTRUCTION DOCUMENTS

F.F.L. +3.75m

F.F.L. +3.75m

PRICING PACKAGE Adoption

GENERAL NOTES :

B N.1 A - 101

F.F.L. +0.45m

F.F.L. +0.45m

A.L.P.S. + - 0.00m

A.L.P.S. + - 0.00m

NORTH ELEVATION

N.2 A - 101

Scale 1 : 50

B

PROJECT NO. : CAD DWG FILE :

NORTH ELEVATION Scale 1 : 50

DRAWN BY :

A. AHMED LASHIN

CHECKED BY : COPYRIGHT : S-A-ARCHITECTS 2011

Sheet Title

A

A

NORTH ELEVATION TOWN HOUSE

Sheet Size A1 Drawing Scale 1 - 50

1

2

3

4

5

Sheet

A - 201 4

of

9

139


1

3

2

5

4

E

E

D

T.O.C. +10.25m

D

TEEGAN

D:\Consultation\Work\Working Drawings\14-12-2010 Final

CAIRO - SUEZ DESERT ROAD

OWNER MNHD - ODM

F.F.L. +7.00m

C

C

MARK

DATE

DESCRIPTION

2/6/2011

DESIGN DEVELOPMENT CONSTRUCTION DOCUMENTS

F.F.L. +3.75m

PRICING PACKAGE Adoption

GENERAL NOTES : F.F.L. +0.45m A.L.P.S. + - 0.00m

B

B E.1 A - 101

EASTERN ELEVATION

PROJECT NO. : CAD DWG FILE :

Scale 1 : 50

DRAWN BY :

A. AHMED LASHIN

CHECKED BY : COPYRIGHT : S-A-ARCHITECTS 2011

Sheet Title

A

A

EASTERN ELEVATION TOWN HOUSE

Sheet Size A1 Drawing Scale 1 - 50

1

2

3

4

5

Sheet

A - 202 5

of

9

140


141


142


143


1

3

2

5

4

S.1 A - 203

B A - 302

E

E

D

LIVING ROOM

D

LIVING ROOM

TEEGAN

D:\Consultation\Work\Working Drawings\14-12-2010 Final

A A - 301

CAIRO - SUEZ DESERT ROAD

A A - 301

DINING ROOM

DINING ROOM

OWNER MNHD - ODM

W.1 A - 204

E.1 A - 202

C

C W.C.

MARK

DATE

DESCRIPTION

2/6/2011

W.C.

CONSTRUCTION DOCUMENTS

LOBBY

LOBBY

DESIGN DEVELOPMENT

PRICING PACKAGE Adoption

KITCHEN

B

KITCHEN

W.C.

W.C.

GENERAL NOTES :

B

BEDROOM 3

BEDROOM 3

PROJECT NO. : CAD DWG FILE : DRAWN BY :

A. AHMED LASHIN

CHECKED BY : COPYRIGHT : S-A-ARCHITECTS 2011

Sheet Title

A

A B A - 302

Sheet Size A1 Drawing Scale 1 - 50

N.1 A - 201

1

2

3

GROUND FLOOR PLAN TWIN HOUSE

4

5

Sheet

A - 101 1

of

9

144


1

3

2

5

4

S.1 A - 203

B A - 302

E

E

TERRACE

TERRACE MASTER BEDROOM

MASTER BEDROOM

D

D

D:\Consultation\Work\Working Drawings\14-12-2010 Final

A A - 301

TEEGAN

DRESSING ROOM

DRESSING ROOM

LIVING ROOM

LIVING ROOM BATHROOM 2

A A - 301

OWNER MNHD - ODM

BATHROOM 2

W.1 A - 204

C

CAIRO - SUEZ DESERT ROAD

E.1 A - 202

C

BATHROOM 1

BATHROOM 1 LOBBY

MARK

DATE

DESCRIPTION

2/6/2011

DESIGN DEVELOPMENT CONSTRUCTION DOCUMENTS

LOBBY

PRICING PACKAGE

BEDROOM 2

BEDROOM 2

Adoption

GENERAL NOTES : BEDROOM 1

BEDROOM 1

B

B

PROJECT NO. : CAD DWG FILE : DRAWN BY :

A. AHMED LASHIN

CHECKED BY : COPYRIGHT : S-A-ARCHITECTS 2011

Sheet Title

A

A B A - 302

Sheet Size A1 Drawing Scale 1 - 50

N.1 A - 201

1

2

3

FIRST FLOOR PLAN TWIN HOUSE

4

5

Sheet

A - 102 2

of

9

145


1

3

2

E

5

4

E

S.1 A - 203 B A - 302

D

D TERRACE

TEEGAN

TERRACE

D:\Consultation\Work\Working Drawings\14-12-2010 Final

CAIRO - SUEZ DESERT ROAD

A A - 301

A A - 301

LIVING ROOM

C

OWNER MNHD - ODM

LIVING ROOM

W.1 A - 204

C

E.1 A - 202

MARK

DATE

DESCRIPTION

2/6/2011

DESIGN DEVELOPMENT CONSTRUCTION DOCUMENTS PRICING PACKAGE

LOBBY

W.C.

LOBBY

W.C.

Adoption

GENERAL NOTES :

B

B

PROJECT NO. : CAD DWG FILE : DRAWN BY :

A. AHMED LASHIN

CHECKED BY : COPYRIGHT : S-A-ARCHITECTS 2011

Sheet Title

B A - 302

A

ROOF PLAN TWIN HOUSE

A

N.1 A - 201

Sheet Size A1 Drawing Scale 1 - 50

1

2

3

4

5

Sheet

A - 103 3

of

9

146


1

3

2

4

5

E

E

D

T.O.C. +10.25cm

D

TEEGAN

D:\Consultation\Work\Working Drawings\14-12-2010 Final

CAIRO - SUEZ DESERT ROAD

OWNER MNHD - ODM

F.F.L. +7.25cm

C

C

MARK

DATE

DESCRIPTION

2/6/2011

DESIGN DEVELOPMENT CONSTRUCTION DOCUMENTS

F.F.L. +3.85cm

PRICING PACKAGE Adoption

GENERAL NOTES : F.F.L. +0.45cm A.L.P.S. + - 0.00cm

B

B S.1 A - 101

SOUTH ELEVATION

PROJECT NO. : CAD DWG FILE :

Scale 1 : 50

DRAWN BY :

A. AHMED LASHIN

CHECKED BY : COPYRIGHT : S-A-ARCHITECTS 2011

Sheet Title

A

A

SOUTH ELEVATION TWIN HOUSE

Sheet Size A1 Drawing Scale 1 - 50

1

2

3

4

5

Sheet

A - 203 6

of

9

147


1

3

2

4

5

E

E

D

D

TEEGAN

T.O.C. +10.25cm

D:\Consultation\Work\Working Drawings\14-12-2010 Final

CAIRO - SUEZ DESERT ROAD

OWNER MNHD - ODM

F.F.L. +7.25cm

C

C

MARK

DATE

DESCRIPTION

2/6/2011

DESIGN DEVELOPMENT CONSTRUCTION DOCUMENTS

F.F.L. +3.85cm

PRICING PACKAGE Adoption

GENERAL NOTES : F.F.L. +0.45cm A.L.P.S. + - 0.00cm

B N.1 A - 101

B

PROJECT NO. : CAD DWG FILE :

NORTH ELEVATION Scale 1 : 50

DRAWN BY :

A. AHMED LASHIN

CHECKED BY : COPYRIGHT : S-A-ARCHITECTS 2011

Sheet Title

A

A

NORTH ELEVATION TWIN HOUSE

Sheet Size A1 Drawing Scale 1 - 50

1

2

3

4

5

Sheet

A - 201 4

of

9

148


149


Fit-out Projects Bloom Pharmacy EMC2 HeadQuarters in New Cairo - Egypt MetLife Insurance Company H.Q. in New Cairo - Egypt EMC2 HeadQuarters Ministry of Electric and Water Resources

F


Bloom Store Client : Bloom Consultant : S.A. Architects Location : Giza - Egypt Scope of work : Developing Working Drawings Developing detailed drawings - Respond to RFIs Collaborating with other Disciplines


1

2

3

4

5

NORTH DIRECTION KEY PLAN

E

E

Bloom D

D

CLIENT

CONSULTANTS Architectural Consultant :

ADDRESS : 43 ABD EL MONEM REYAD ST. EL AGOZA , CAIRO , EGYPT . TEL. : 02 - 33467260 : 012 - 2100274 E-MAIL : INFO@S-A-ARCHITECTS.COM WEB SITE : WWW.S-A-ARCHITECTS.COM

C

C

Civil Engineering Consultant :

Electromechanical Consultant :

GENERAL NOTES :

B

B

1 . THIS DRAWING IS COPYRIGHT OF SA ARCHITECTS AND MUST NOT BE RETAINED COPIED OR USED WITHOUT THE ABOVE CONSULTANT'S AUTHORITY. 2. THIS DRAWINGS IS NOT FOR CONSTRUCTION. 3. DON'T SCALE FROM THE DRAWINGS. 4. ALL DIMENSIONS AND LEVELS ARE IN METRIC SYSTEM (In MilliMeters), UNLESS NOTED OTHERWISE, ALL DIMENSIONS TO BE VERIFIED ON SITE & APPROVED BY THE ENGINEER. 5. THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH OTHER RELEVANT ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS AND ALL RELEVANT SECTIONS OF THE SPECIFICATIONS.

PROJECT NO. : CAD DWG FILE : DRAWN BY : CHECKED BY :

A

A

Sheet Title

Sheet Description

AP - 101

Ground Floor Furniture

Sheet Reference PHASE : DATE : REVISION :

Sheet Size

1

2

3

4

5

A1

Drawing Scale

Drawings 1 Sheet 1

of of

n.t.s.

..... .....

152


1

2

3

4

5

NORTH DIRECTION KEY PLAN

E

E

Bloom D

D

CLIENT

CONSULTANTS Architectural Consultant :

ADDRESS : 43 ABD EL MONEM REYAD ST. EL AGOZA , CAIRO , EGYPT . TEL. : 02 - 33467260 : 012 - 2100274 E-MAIL : INFO@S-A-ARCHITECTS.COM WEB SITE : WWW.S-A-ARCHITECTS.COM

C

C

Civil Engineering Consultant :

Electromechanical Consultant :

GENERAL NOTES :

B

B

1 . THIS DRAWING IS COPYRIGHT OF SA ARCHITECTS AND MUST NOT BE RETAINED COPIED OR USED WITHOUT THE ABOVE CONSULTANT'S AUTHORITY. 2. THIS DRAWINGS IS NOT FOR CONSTRUCTION. 3. DON'T SCALE FROM THE DRAWINGS. 4. ALL DIMENSIONS AND LEVELS ARE IN METRIC SYSTEM (In MilliMeters), UNLESS NOTED OTHERWISE, ALL DIMENSIONS TO BE VERIFIED ON SITE & APPROVED BY THE ENGINEER. 5. THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH OTHER RELEVANT ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS AND ALL RELEVANT SECTIONS OF THE SPECIFICATIONS.

PROJECT NO. : CAD DWG FILE : DRAWN BY : CHECKED BY :

Sheet Description

Sheet Title

AP - 106 A

A

Sheet Reference PHASE : DATE : REVISION :

Sheet Size

1

2

3

4

5

First Floor Buildings

A1

Drawing Scale

Drawings 1 Sheet 1

of of

n.t.s.

..... .....

153


1

2

3

4

5

NORTH DIRECTION KEY PLAN

E

E

Bloom D

D

CLIENT

CONSULTANTS Architectural Consultant :

ADDRESS : 43 ABD EL MONEM REYAD ST. EL AGOZA , CAIRO , EGYPT . TEL. : 02 - 33467260 : 012 - 2100274 E-MAIL : INFO@S-A-ARCHITECTS.COM WEB SITE : WWW.S-A-ARCHITECTS.COM

C

C

Civil Engineering Consultant :

Electromechanical Consultant :

GENERAL NOTES :

B

B

1 . THIS DRAWING IS COPYRIGHT OF SA ARCHITECTS AND MUST NOT BE RETAINED COPIED OR USED WITHOUT THE ABOVE CONSULTANT'S AUTHORITY. 2. THIS DRAWINGS IS NOT FOR CONSTRUCTION. 3. DON'T SCALE FROM THE DRAWINGS. 4. ALL DIMENSIONS AND LEVELS ARE IN METRIC SYSTEM (In MilliMeters), UNLESS NOTED OTHERWISE, ALL DIMENSIONS TO BE VERIFIED ON SITE & APPROVED BY THE ENGINEER. 5. THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH OTHER RELEVANT ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS AND ALL RELEVANT SECTIONS OF THE SPECIFICATIONS.

PROJECT NO. : CAD DWG FILE : DRAWN BY : CHECKED BY :

Sheet Description

Sheet Title

AP - 111 A

A

Sheet Reference PHASE : DATE : REVISION :

Sheet Size

1

2

3

4

5

Ground Floor Furniture

A1

Drawing Scale

Drawings 1 Sheet 1

of of

n.t.s.

..... .....

154


1

2

3

4

5

NORTH DIRECTION KEY PLAN

E

E

Bloom D

D

CLIENT

CONSULTANTS Architectural Consultant :

ADDRESS : 43 ABD EL MONEM REYAD ST. EL AGOZA , CAIRO , EGYPT . TEL. : 02 - 33467260 : 012 - 2100274 E-MAIL : INFO@S-A-ARCHITECTS.COM WEB SITE : WWW.S-A-ARCHITECTS.COM

C

C

Civil Engineering Consultant :

Electromechanical Consultant :

GENERAL NOTES :

B

B

1 . THIS DRAWING IS COPYRIGHT OF SA ARCHITECTS AND MUST NOT BE RETAINED COPIED OR USED WITHOUT THE ABOVE CONSULTANT'S AUTHORITY. 2. THIS DRAWINGS IS NOT FOR CONSTRUCTION. 3. DON'T SCALE FROM THE DRAWINGS. 4. ALL DIMENSIONS AND LEVELS ARE IN METRIC SYSTEM (In MilliMeters), UNLESS NOTED OTHERWISE, ALL DIMENSIONS TO BE VERIFIED ON SITE & APPROVED BY THE ENGINEER. 5. THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH OTHER RELEVANT ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS AND ALL RELEVANT SECTIONS OF THE SPECIFICATIONS.

PROJECT NO. : CAD DWG FILE : DRAWN BY : CHECKED BY :

A

A

Sheet Title

Sheet Description

AE - 201

Main Elevation

Sheet Reference PHASE : DATE : 29-2-2012 REVISION :

Sheet Size

1

2

3

4

5

A1

Drawings Sheet

Drawing Scale

of of

N.T.S.

155


156


1

2

3

4

5

NORTH DIRECTION KEY PLAN

E

E

Bloom D

D

CLIENT

CONSULTANTS Architectural Consultant :

ADDRESS : 43 ABD EL MONEM REYAD ST. EL AGOZA , CAIRO , EGYPT . TEL. : 02 - 33467260 : 012 - 2100274 E-MAIL : INFO@S-A-ARCHITECTS.COM WEB SITE : WWW.S-A-ARCHITECTS.COM

C

C

Civil Engineering Consultant :

Electromechanical Consultant :

GENERAL NOTES :

B

B

1 . THIS DRAWING IS COPYRIGHT OF SA ARCHITECTS AND MUST NOT BE RETAINED COPIED OR USED WITHOUT THE ABOVE CONSULTANT'S AUTHORITY. 2. THIS DRAWINGS IS NOT FOR CONSTRUCTION. 3. DON'T SCALE FROM THE DRAWINGS. 4. ALL DIMENSIONS AND LEVELS ARE IN METRIC SYSTEM (In MilliMeters), UNLESS NOTED OTHERWISE, ALL DIMENSIONS TO BE VERIFIED ON SITE & APPROVED BY THE ENGINEER. 5. THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH OTHER RELEVANT ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS AND ALL RELEVANT SECTIONS OF THE SPECIFICATIONS.

PROJECT NO. : CAD DWG FILE : DRAWN BY : CHECKED BY :

Sheet Description

Sheet Title

AD - 603 A

A

Sheet Reference PHASE : DATE : REVISION :

Sheet Size

1

2

3

4

5

Middle Unit

A1

Drawing Scale

Drawings 1 Sheet 1

of of

n.t.s.

..... .....

157


158


159


160


1

2

3

4

5

NORTH DIRECTION KEY PLAN

E

E

Bloom D

D

CLIENT

CONSULTANTS Architectural Consultant :

ADDRESS : 43 ABD EL MONEM REYAD ST. EL AGOZA , CAIRO , EGYPT . TEL. : 02 - 33467260 : 012 - 2100274 E-MAIL : INFO@S-A-ARCHITECTS.COM WEB SITE : WWW.S-A-ARCHITECTS.COM

C

C

Civil Engineering Consultant :

Electromechanical Consultant :

GENERAL NOTES :

B

B

1 . THIS DRAWING IS COPYRIGHT OF SA ARCHITECTS AND MUST NOT BE RETAINED COPIED OR USED WITHOUT THE ABOVE CONSULTANT'S AUTHORITY. 2. THIS DRAWINGS IS NOT FOR CONSTRUCTION. 3. DON'T SCALE FROM THE DRAWINGS. 4. ALL DIMENSIONS AND LEVELS ARE IN METRIC SYSTEM (In MilliMeters), UNLESS NOTED OTHERWISE, ALL DIMENSIONS TO BE VERIFIED ON SITE & APPROVED BY THE ENGINEER. 5. THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH OTHER RELEVANT ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS AND ALL RELEVANT SECTIONS OF THE SPECIFICATIONS.

PROJECT NO. : CAD DWG FILE : DRAWN BY : CHECKED BY :

Sheet Description

Sheet Title

AD - 604 A

A

Sheet Reference PHASE : DATE : REVISION :

Sheet Size

1

2

3

4

5

G-CB-03

A1

Drawing Scale

Drawings 1 Sheet 1

of of

n.t.s.

..... .....

161


162


1

2

3

4

5

NORTH DIRECTION KEY PLAN

E

E

Bloom D

D

CLIENT

CONSULTANTS Architectural Consultant :

ADDRESS : 43 ABD EL MONEM REYAD ST. EL AGOZA , CAIRO , EGYPT . TEL. : 02 - 33467260 : 012 - 2100274 E-MAIL : INFO@S-A-ARCHITECTS.COM WEB SITE : WWW.S-A-ARCHITECTS.COM

C

C

Civil Engineering Consultant :

Electromechanical Consultant :

GENERAL NOTES :

B

B

1 . THIS DRAWING IS COPYRIGHT OF SA ARCHITECTS AND MUST NOT BE RETAINED COPIED OR USED WITHOUT THE ABOVE CONSULTANT'S AUTHORITY. 2. THIS DRAWINGS IS NOT FOR CONSTRUCTION. 3. DON'T SCALE FROM THE DRAWINGS. 4. ALL DIMENSIONS AND LEVELS ARE IN METRIC SYSTEM (In MilliMeters), UNLESS NOTED OTHERWISE, ALL DIMENSIONS TO BE VERIFIED ON SITE & APPROVED BY THE ENGINEER. 5. THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH OTHER RELEVANT ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS AND ALL RELEVANT SECTIONS OF THE SPECIFICATIONS.

PROJECT NO. : CAD DWG FILE : DRAWN BY : CHECKED BY :

Sheet Description

Sheet Title

AD - 601 A

A

Sheet Reference PHASE : DATE : REVISION :

Sheet Size

1

2

3

4

5

G-CB-01

A1

Drawing Scale

Drawings 1 Sheet 1

of of

n.t.s.

..... .....

163


1

2

3

4

5

NORTH DIRECTION KEY PLAN

E

E

Bloom D

D

CLIENT

CONSULTANTS Architectural Consultant :

ADDRESS : 43 ABD EL MONEM REYAD ST. EL AGOZA , CAIRO , EGYPT . TEL. : 02 - 33467260 : 012 - 2100274 E-MAIL : INFO@S-A-ARCHITECTS.COM WEB SITE : WWW.S-A-ARCHITECTS.COM

C

C

Civil Engineering Consultant :

Electromechanical Consultant :

GENERAL NOTES :

B

B

1 . THIS DRAWING IS COPYRIGHT OF SA ARCHITECTS AND MUST NOT BE RETAINED COPIED OR USED WITHOUT THE ABOVE CONSULTANT'S AUTHORITY. 2. THIS DRAWINGS IS NOT FOR CONSTRUCTION. 3. DON'T SCALE FROM THE DRAWINGS. 4. ALL DIMENSIONS AND LEVELS ARE IN METRIC SYSTEM (In MilliMeters), UNLESS NOTED OTHERWISE, ALL DIMENSIONS TO BE VERIFIED ON SITE & APPROVED BY THE ENGINEER. 5. THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH OTHER RELEVANT ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS AND ALL RELEVANT SECTIONS OF THE SPECIFICATIONS.

PROJECT NO. : CAD DWG FILE : DRAWN BY : CHECKED BY :

Sheet Description

Sheet Title

AD - 602 A

A

Sheet Reference PHASE : DATE : REVISION :

Sheet Size

1

2

3

4

5

Ground Floor Rooms

A1

Drawing Scale

Drawings 1 Sheet 1

of of

n.t.s.

..... .....

164


EMC2 H.Q. Client : EMC2 Consultant : Pinnacle Conestruction Projects - PCP Location : New Cairo - Egypt Scope of Work : Developing Working Drawings Material Selection - Coordination - Respond to RFIs.


PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

HEAD COUNTS: ROOM NAME

ROOM HEAD COUNT LEFT WING

RIGHT WING

TOTAL

El Sewedy Building, 90 Road, New Cairo, Egypt

USABLE SPACE

677 sq.m

677 sq.m

Manama Office Office No. 202, Municipality No. 32, Salahuddin Centre 100, Road 402 Manama 304 Bahrain Tel +973 3673 6515

FHR

FHR

Pinnacle Construction Projects

BRANDING IMAGE WALL

ADDRESS :33 Murad Bek St.,off OrubaHeliopolis, CAIRO , EGYPT TEL. : +2 02 241 88 350 E-MAIL : Info@pcp-eg.com WEB SITE : WWW.pcp-eg.com

BRANDING IMAGE WALL

BRANDING IMAGE WALL

BRANDING IMAGE WALL

BRANDING IMAGE WALL BRANDING IMAGE WALL SECURITY OFFICER BRANDING IMAGE WALL

BRANDING IMAGE WALL

BRANDING IMAGE WALL

BRANDING IMAGE WALL

BRANDING IMAGE WALL

BRANDING IMAGE WALL

1 . THIS DRAWING IS COPYRIGHT OF SA ARCHITECTS AND MUST NOT BE RETAINED COPIED OR USED WITHOUT THE ABOVE CONSULTANT'S AUTHORITY. 2. THIS DRAWINGS IS NOT FOR CONSTRUCTION. 3. DON'T SCALE FROM THE DRAWINGS. 4. ALL DIMENSIONS AND LEVELS ARE IN METRIC SYSTEM (In MilliMeters), UNLESS NOTED OTHERWISE, ALL DIMENSIONS TO BE VERIFIED ON SITE & APPROVED BY THE ENGINEER. 5. THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH OTHER RELEVANT ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS AND ALL RELEVANT SECTIONS OF THE SPECIFICATIONS.

Sheet Title

3rd Floor

Sheet Description

3rd Floor Plan

Sheet Reference

Sheet

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

Pinnacle Construction Projects

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

P

A01.01

166


167


PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

CLIENT

Project Address:

El Sewedy Building, 90 Road, New Cairo, Egypt

DESIGN CONSULTANT

Manama Office Office No. 202, Municipality No. 32, Salahuddin Centre 100, Road 402 Manama 304 Bahrain Tel +973 3673 6515 CONTRACTORS

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

Pinnacle Construction Projects

ADDRESS :33,Murad Bek St.,off OrubaHeliopolis, CAIRO , EGYPT TEL. :+2 02 241 88 350 E-MAIL : Info@pcp-eg.com WEB SITE : WWW.pcp-eg.com key plan A

B

C

D

E

F

1

1

2

2

3

3

4

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

Pinnacle Construction Projects

4 SECURITY OFFICER

5

5

6

6

A

B

C

D

E

F

As Built Drawings GENERAL NOTES :

1 . THIS DRAWING IS COPYRIGHT OF SA ARCHITECTS AND MUST NOT BE RETAINED COPIED OR USED WITHOUT THE ABOVE CONSULTANT'S AUTHORITY. 2. THIS DRAWINGS IS NOT FOR CONSTRUCTION. 3. DON'T SCALE FROM THE DRAWINGS. 4. ALL DIMENSIONS AND LEVELS ARE IN METRIC SYSTEM (In MilliMeters), UNLESS NOTED OTHERWISE, ALL DIMENSIONS TO BE VERIFIED ON SITE & APPROVED BY THE ENGINEER. 5. THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH OTHER RELEVANT ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS AND ALL RELEVANT SECTIONS OF THE SPECIFICATIONS.

PROJECT NO. : CAD DWG FILE : DRAWN BY : CHECKED BY :

Sheet Title

Sheet Description

4th floor

Cable Location Plan

Sheet Reference PHASE : DATE : REVISION :

Sheet Size

A1 Drawing Scale

Drawing IT.01

1 : 100

168

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT


169


PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

LEGEND:

P1 P2

P2

P2

P2

P2 P3

P3

P3

P3

El Sewedy Building, 90 Road, New Cairo, Egypt

P3 Manama Office Office No. 202, Municipality No. 32, Salahuddin Centre 100, Road 402 Manama 304 Bahrain Tel +973 3673 6515 P1

P1

P4

P1 P1

P1

P1

P5 Pinnacle Construction Projects

P1

P5

P4

P2

P1

P1

P1

P2

P1 P1 P2

ADDRESS :33 Murad Bek St.,off OrubaHeliopolis, CAIRO , EGYPT TEL. : +2 02 241 88 350 E-MAIL : Info@pcp-eg.com WEB SITE : WWW.pcp-eg.com

P5

P5

P6

P6

P1 P5

P6

P5 P6 P5

P5

P2 P1

P1

P1

P2

P1

P2

P2

storage room 1

P2 P6

P2

P3a

P1

P2

P3

P3

P1

P3

P2

P3

1 . THIS DRAWING IS COPYRIGHT OF SA ARCHITECTS AND MUST NOT BE RETAINED COPIED OR USED WITHOUT THE ABOVE CONSULTANT'S AUTHORITY. 2. THIS DRAWINGS IS NOT FOR CONSTRUCTION. 3. DON'T SCALE FROM THE DRAWINGS. 4. ALL DIMENSIONS AND LEVELS ARE IN METRIC SYSTEM (In MilliMeters), UNLESS NOTED OTHERWISE, ALL DIMENSIONS TO BE VERIFIED ON SITE & APPROVED BY THE ENGINEER. 5. THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH OTHER RELEVANT ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS AND ALL RELEVANT SECTIONS OF THE SPECIFICATIONS.

P2

P2 P2 P2

Sheet Title

3rd Floor

Sheet Description

Partition Type Plan

Sheet Reference

Sheet PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

Pinnacle Construction Projects

P4

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

P5

A01.04

170


171


172


Metlife H.Q. Client : Metlife Cairo Consultant : EHAF Location : New Cairo - Egypt Scope of work : Developing Working Drawings Material Selection - Coordination - Respond to RFIs.


KEY PLAN

+2.75 AFF

2X600

+2.95 AFF

EQ

400 250

3900

4 X 600

1500

2X600

+2.95 AFF

1000

450

L2-05

3900

3900

+3.15 AFF

+2.95 AFF

1500

550 150

650

300

600

750

800

250 300 250

FL-07

950

850

250 1450

200

900 750

1500

500

600

400

750

650

750

750

750

750

600

700

900

1250

750

EQ

7 X 600

500

1350 L2-10

4400

1100

250

1700

750

1300

650

600

850

750

1700

750

1150

1500

900

1100

L2-01

1500

750

700

GENERAL NOTES +2.50 AFF

+2.75 AFF

1100

1. 2. 3. 4. 5. 6.

400

4 X 600

250

L2-30

+2.75 AFF

CONTRACTOR SHOULD CO-ORDINATE ALL DRAWINGS WITH THE AS BUILT FOR CONSULTANT APPROVAL. ALL DIMENSIONS IN THE DRAWINGS ARE FOR GUIDANCE NOT FOR CONSTRUCTION. ALL HATCHED AREAS ARE OUT OF SCOPE. G.C. : MILLWORK DONE BY GENERAL CONTRACTOR. R2 : ADDENDUM 01 GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING SHOPDRWAINGS TO BE COORDINATED WITH THE FINAL DRAWINGS PACKAGE & AS BUILT & TO BE SUBMITTED FOR THE CONSULTANT APPROVAL.

3 X 600

800

CONFERENCE ROOM

800

+2.75 AFF

750

PRAYER ROOM WOMEN EQ

EQ

6X 600

L2-12

ELEV. LOBBY

500

+2.75 AFF 7 X 600

1500

0

25

4 X 600

750

950

3200

5 X 600

+2.75 AFF

300

300

EQ

600

900

300

FHC L2-11

1200

1500

300

2400

L2-09'

+2.75 AFF

+2.75 AFF 1800

COLLABORATION ROOM

0 EQ

2500

700

L2-14

25

0

60

2250

800

1950

750

500

95

0

ML-ID0202.05.01-AL

1200

65

0

1000

0

00

+2.75 AFF

+2.50 AFF

TIO EP EC

00 50

0 0 75

+2.75 AFF

EQ

EQ

0

EQ

75

0

+2.75 AFF

3

+3.15 AFF

00

12

00

10

EQ

X

60

EQ

37

50

00

50

45

17

00

00

46

12

EQ

80

12

0

0

0

85

85

50

0

30

0

EQ

60

50

50

00

50

R IE AS

-1

L2

00 17

1000

10

EQ

0 85

AR

EA

8 -2

L2

35

3X 0

800

60

EQ

3 X 600

EQ

800

EQ

00 38

650

+2.75 AFF

00

37

50

+2.75 AFF

200

L2-24

00

17

0

55

+2.95 AFF

850

+2.75 AFF AGENT CONSERVATION DEPARTMENT

500

4 X 600

1500

4 X 600

0

950

0

65

70

350 300

2250

0

EQ

650

75

00

EQ

1300

15

25 0

300

50

0

EQ

X

650

15

70

EQ

EQ

0

90

11

0

55

4

MAIN CONSULTANT:

PRINT ROOM L2-31

EQ

EQ

3X600

00

EQ

13

EQ

250 350

800

4 X 600

1600

1100

1600

+2.50 AFF

26

50

500

500

300 300

EQ

L2-29

+3.15 AFF

700

1200

EQ

EQ PHONE ROOM

900

950

750

EQ

250

1500

1100

1900

250

600

600

3250

4X

1300

+2.75 AFF

200 1600

800

+2.95 AFF

OWNER/DEVELOPER:

L2-23

+2.95 AFF

2400

300 300

L2-22

5 Abd El Rahman Hussien St., Mohandiseen, Cairo, Egypt T: +20 (2)3760 10 99 F: +20 (0)3760 8664 info@ehaf.com www.ehaf.com

INTERNATIONAL CONSULTANT:

PROJECT MANAGEMENT:

2400

CONSERVATION DEPARTMENT

200

+3.15 AFF

1300

+2.95 AFF

2100

1250

+2.50 AFF

1250

1500

+2.95 AFF

500

+3.15 AFF

EQ 2300

850

500

C U S ST O ER OM FF VIC E IC E R L2 E -2 2 1

0

00

L2-25

3 X 600 PHONE ROOM

00

0

100% Construction Package

Metlife Fitout Project

+2.75 AFF

EQ

00

23

DRIVER'S ROOM

15

5 12

Comments DESIGN STAGE:

+2.75 AFF

EQ

EQ

0

15

00

EQ

46

85

00

00

Issued for

1600

B LU C

L2

C

U

EQ

0

00 10

4

15

12

Date

EQ

700

60

Revision No.

(Addendum 01)

750

13

EQ

4C XU SE60ST O RV0 OM FF IC E IC E R E 1

00

E VIC

R

SE

0

-2

ER

0

50

M

1200

11

O

55

50

85

ST

0

70

14

EQ

70

0

0

X

100% Construction Package 100% Construction Package 95% Construction Package 100% Tender Package 70% Detailed Design Stage 50% Detailed Design Stage 50% Detailed Design Stage

250

0

9

09 JUNE 2016 16 MAY 2016 11 MAY 2016 27 APR. 2016 17 APR. 2016 10 APR. 2016 03 APR. 2016

+2.50 AFF

950 850

60

-1

L2

450

0

50

EQ

00

350 60

24

60

EQ

15

X

EQ

4

0

45

0

00

200

00

00 13

60

50

10

0

15

R6 R5 R4 R3 R2 R1 R0

PROJECT:

0

X

00

35

4

32

00

32 00

0

50

45

13

00

EQ

15

800

C

7

H

0 60

EQ

11

0

EQ

60

2X

00

12

00

00

15

11

0

40

50

48

0

+2.50 AFF

SUPPLY CEILING DIFFUSER SUPPLY AIR GRILLE RETURN AIR GRILLE

13

0

50

65

40

15

12

14

60

+2.50 AFF

DESCRIPTION - TEXT SUPPLY ROUND DIFFUSER RETURN CEILING DIFFUSER

+2.50 AFF

15

00

12

+2.50 AFF

+3.15 AFF

HVAC SYSTEMS LEGEND:

40

00

50

UPRIGHT SPRINKLER SIDEWALL SPRINKLER

800

15

40

15

PENDENT SPRINKLER PENDENT NOZZLE

50

00

R

6

-1

L2

DESCRIPTION - TEXT

SYMBOL

10

00

0

12

75

26

EVACUATION SPEAKER FOR MESSAGING ADDRESSABLE MANUAL CALL STATION FIRE FIGHTING SYSTEMS

PANORAMIC CAMERA FIXED CAMERA ACESS PANEL

N

25

0

0

450

25

EQ

+2.75 AFF

00

60

0

33

75

MAIN FIRE ALARM CONTROL PANEL. ADDRESSABLE SMOKE DETECTOR (OPTICAL TYPE) EVACUATION SPEAKER 6W WITH STROBE LIGHT

DESCRIPTION - TEXT

SYMBOL

ML-ID0202.05.02-AL

0

EQ

EQ

50

13

L2-15

19

50

400

0

60

0

25

+2.75 AFF

DESCRIPTION - TEXT

SYMBOL

CCTV SYSTEM LEGEND:

L2-13

3X HUDDLE ROOM

DESCRIPTION - TEXT

PENDANT LINEAR LED FLUORESCENT RECESSED FLUORESCENT RECESSED TRIMLESS RECESSED DOWNLIGHT CEILING MOUNTED DOWNLIGHT RECESSED 600mmX1200mm TROFFER RECESSED 600mmX600mm TROFFER RECESSED LINEAR WALL WASHER TRACK LIGHT DECORATIVE PENDANT LIGHT SECOND DECORATIVE PENDANT LIGHT THIRD DECORATIVE PENDANT LIGHT FORTH DECORATIVE PENDANT LIGHT FIFTH DECORATIVE PENDANT LIGHT SIX EMERGENCY LIGHTING FIXTURE EXIT LIGHTING FIXTURE

500

PRAYER ROOM MEN

700

X

550

4

FIRE ALARM SYSTEM LEGEND: SYMBOL

FA FB-1 FB-2 FC FD FE FF FG FH FI-2 FI-3 FI-4 FI-5 FI-6 FCE

300

250

LIGHTING FIXTURE SCHEDULE TYPE 450

1500

EQ

300 300

+2.75 AFF

IDF

+2.75 AFF

300 300

5 X 600

+2.75 AFF

5 X 600

1700

EQ

1500 1500

EQ

2 X 600 EQ

L2-09

1850

750

750

EQ

EQ

4 X 600

400

MAIL ROOM

CONFERENCE ROOM

250

1700

EQ

EQ

1100

EQ EQ

EQ

L2-08

600

WELLNESS | MOTHER'S ROOM

L2-02 750

800

EQ

HUDDLE ROOM

4 X 600

750

4 X 600

EQ 600

1500

EQ

750

250

7 X 600

L2-04

EQ

4 X 600

300 300

CALL CENTER

850

EQ

EQ

1150 L2-03

2 X 600

1500

500

EQ EQ

HUDDLE ROOM

700

1150 WORK SPACE

600

750

EQ

750

850

600

950

1100

1600

EQ

+2.75 AFF

550

600

EQ

4300 1400

750

350

1800

350

950

350

850

700

300

250

250

+2.50 AFF

1300

EQ

4X600

800

2900

600

1500

850

250 300 250

1000

700

1000

3 X 600

850

400

600

1500

600

L2-06

EQ

2300 WORK SPACE

1000

600

550

600

4 X 600

1200

350

EQ

250

1300

EQ

1500

4800

8X600

+2.75 AFF

1100

+2.95 AFF

Drawing Title:

Designed by EHAF TEAM

Drawing No. ML-ID0202.05-AL

Summit 75 Second Floor Reflected Ceiling Plan Overall Drawn by EHAF TEAM

Checked by

Approved by

Date.

R6

Size

Scale

09 JUNE - 2016

1

REV.

Ingie El Gohary

Noha Sultan

0

SCALE 1:100

A1

1:100

1

2

3

4

5 m

Q.C. Approval

Document Control No.: Document Control No.

600

MEETING AREA

EQ

4200

+2.95 AFF

+2.75 AFF

250

+2.95 AFF

3900

+2.95 AFF

+2.95 AFF

250

+2.95 AFF

+3.15 AFF

NORTH

174


400

KEY PLAN

WORK SPACE

L2-05

L2-03

3300

MEETING AREA

L2-06

2920

25380

WORK SPACE

3700

2860 03 02

HUDDLE ROOM

360

1400

7700

860

5580

1000

L2-07

1900

L2-08

L2-30

1060

CALL CENTER

3000

HUDDLE ROOM

5240

1500

MAIL ROOM

2940

D01

880

1000 120

GENERAL NOTES

6060

1. 2. 3. 4. 5. 6.

2580

2940

700

3280

100

IDF L2-10

SMOKING AREA L2-27

2840

4660

CONTRACTOR SHOULD CO-ORDINATE ALL DRAWINGS WITH THE AS BUILT FOR CONSULTANT APPROVAL. ALL DIMENSIONS IN THE DRAWINGS ARE FOR GUIDANCE NOT FOR CONSTRUCTION. ALL HATCHED AREAS ARE OUT OF SCOPE. G.C. : MILLWORK DONE BY GENERAL CONTRACTOR. R2 : ADDENDUM 01 GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING SHOPDRWAINGS TO BE COORDINATED WITH THE FINAL DRAWINGS PACKAGE & AS BUILT & TO BE SUBMITTED FOR THE CONSULTANT APPROVAL.

D02

860

1000

1920

3940

3740

L2-01

5040

2580

2600

3240

CONFERENCE ROOM L2-09

800

2900

D08

3880

2600

3000

2280

100

3160

3240

1500

WELLNESS | MOTHER'S ROOM

900

2840

1200

1040

100

900

1040

3240

100

480

12960

L2-02

04

1780

280

CALL CENTER

L2-04

140

3100

7480

7880

01

700

NORTH

1000 420 840

700

80

780

10 40

160 1000

2960

2380

D13

6420

D11

840

1800

840

1580

0

20

01

60

30 14

-1

6

2600

D14

R

L2

0

EC

EP

TI

O

60

N

03

26

02

76 75

-1

7

H 40

01

12

00

0

EA B

1820 2840

3040

2800

1040

AGENT CONSERVATION DEPARTMENT L2-23

PRINT ROOM L2-31

3620

3820

200 900

L2-24

MAIN CONSULTANT:

OWNER/DEVELOPER:

2380

88

D08 900

1900

390

0

0

460

7540

L2-29

5 Abd El Rahman Hussien St., Mohandiseen, Cairo, Egypt T: +20 (2)3760 10 99 F: +20 (0)3760 8664 info@ehaf.com www.ehaf.com

INTERNATIONAL CONSULTANT:

PROJECT MANAGEMENT:

CONSERVATION DEPARTMENT L2-22 2640

800 6460

Drawing Title:

Designed by EHAF TEAM

Summit 75 Second Floor Dimension Plan Drawn by EHAF TEAM

Checked by

Approved by

Date.

Drawing No. ML-ID0202.01-AL

R6

Size

Scale

09 JUNE - 2016

1

REV.

Ingie El Gohary

Noha Sultan

0

SCALE 1:100

A1

1:100

1

2

3

4

5 m

Q.C. Approval

Document Control No.: Document Control No.

760

1800

PHONE ROOM

340

14

2420

660

D14

PHONE ROOM

D08

3100

0 64

00 26 1560 380 900 220

24

0

60 11

36 0 80 00 2

00

00 18

D05 1640

L2-25

2100

620

C U S ST O ER OM FF VI E IC CE R L2 E -2 2 1

ER O M

1

E

FF

IC

O

0

ST

52 00

C

U

00

10

9

-1

60 20

L2

100% Construction Package

DRIVER'S ROOM

1800

0

39

E

C

VI

R

SE

0

20 17 02

80

80

13

D05

Comments DESIGN STAGE:

Metlife Fitout Project

1000

700

00 30

E C VI R SE ER

-2

C

U

0

60

70

1

Issued for

1500

23

L2

M

0

20

O

46

03

Date

00

02

01

37

80 17

ST

00

04

Revision No.

(Addendum 01)

14

05

100% Construction Package 100% Construction Package 95% Construction Package 100% Tender Package 70% Detailed Design Stage 50% Detailed Design Stage 50% Detailed Design Stage

0

40

28

09 JUNE 2016 16 MAY 2016 11 MAY 2016 27 APR. 2016 17 APR. 2016 10 APR. 2016 03 APR. 2016

30

0

90

00

56

8

200 1000

53 04

-2

LU C

8

-1

L2

R6 R5 R4 R3 R2 R1 R0

PROJECT:

L2

R

2660

AR

00 30

LE

D

D

U

H

0

60

46

0

90

D05

80

60

0

03

59

18

70

28

M

O

O

3200

70

29

L2

AS

L2-26

03

0

R IE

0

C

60

0

37

40

0

8 26

0

00

40

00

0

30

OUTDOOR TERRRACE

47

76

39

00

00

10

0

22

46

10

00

20

66

80

29

40

0

26

1 20 00 0 0 44 0

920

ELEV. LOBBY

0

0

L2-15

L2-13

D13

92

00 28 HUDDLE ROOM

PRAYER ROOM MEN 3480

84

27

40

30

D08

28

520 5520

2120

0

2960

920

940

160 1000

D01

1940

900

1880

4080

2500

1620

900

280

0

80

FHC

2340

40

L2-14

60

L2-12

L2-11

3400

COLLABORATION ROOM 22

900

D08

4240

4920

PRAYER ROOM WOMEN

700

560 1920

L2-09'

3520

3720

CONFERENCE ROOM

1920

2320

175


176


KEY PLAN

650

08

NORTH

650

190

1001.02

2500

1640 2500

1640

OPEN TO BEYOND

1850

LAMINATED 12 MM MDF

1. 2. 3. 4. 5. 6.

870

800

860

GENERAL NOTES CONTRACTOR SHOULD CO-ORDINATE ALL DRAWINGS WITH THE AS BUILT FOR CONSULTANT APPROVAL. ALL DIMENSIONS IN THE DRAWINGS ARE FOR GUIDANCE NOT FOR CONSTRUCTION. ALL HATCHED AREAS ARE OUT OF SCOPE. G.C. : MILLWORK DONE BY GENERAL CONTRACTOR. R2 : ADDENDUM 01 GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING SHOPDRWAINGS TO BE COORDINATED WITH THE FINAL DRAWINGS PACKAGE & AS BUILT & TO BE SUBMITTED FOR THE CONSULTANT APPROVAL.

PARTITIONS FINISHES CODES

AESTHETIC WHITE PAINT

MAGENTA GLASS

ACCENT COLOR PAINT

YELLOW GLASS

YELLOW BACK PAINTED GLASS GRAPHICS ON GENERAL PAINT

ORANGE BACK PAINTED GLASS

FABRIC/FILT ACOUSTIC BLUE PANELS

FILM ON GENERAL PAINT

ORANGE GLASS

GENERAL CLEAR GLASS

FABRIC/FILT ACOUSTIC RED PANELS

MDF WITH PAINTED FINISH

SMOKED GLASS

BACK PAINTED GLASS WITH METLIFE LOGO

FABRIC/FILT ACOUSTIC MAGENTA PANELS

WRITEABLE SURFACE CHALKBOARD PAINT

BLUE BACK PAINTED GLASS

CUSTOM BACK PAINTED GLASS WITH ART WORK

FABRIC/FILT ACOUSTIC YELLOW PANELS

PAINTABLE MDF

BLUE GLASS

RED BACK PAINTED GLASS

ALUMINIUM SCREEN

FABRIC/FILT ACOUSTIC ORANGE PANELS

MDF - BLUE

RED GLASS

MAGENTA BACK PAINTED GLASS

BLACKENED ALUMINUM

FABRIC/FILT ACOUSTIC SEA SAILT PANELS

PORCLAIN TILES

LAMINATED MDF

FABRIC/FILT ACOUSTIC GENGER PANELS

GLASS WINDOW WITH SAFETY FILM

2750

1200

AESTHETIC WHITE PAINT

17

850

2500

1001.05

R6 R5 R4 R3 R2 R1 R0

09 JUNE 2016 16 MAY 2016 11 MAY 2016 27 APR. 2016 17 APR. 2016 10 APR. 2016 03 APR. 2016

100% Construction Package 100% Construction Package 95% Construction Package 100% Tender Package 70% Detailed Design Stage 50% Detailed Design Stage 50% Detailed Design Stage

Revision No.

Date

Issued for

(Addendum 01)

Comments

PROJECT:

DESIGN STAGE:

100% Construction Package

Metlife Fitout Project

600 X 600 GRID

BLUE GLASS

08

2500

2500

2500

2750

MAIN CONSULTANT:

OWNER/DEVELOPER:

120

2750

2500

1001.06

GLASS WINDOW WITH SAFETY FILM PAINTABLE MDF

PAINTABLE MDF

PAINTABLE MDF

PAINTABLE MDF

INTERNATIONAL CONSULTANT:

Drawing Title:

PROJECT MANAGEMENT:

Summit 75 Fifth Floor Elevations

01 Designed by EHAF TEAM

Drawing No.

Drawn by EHAF TEAM

Checked by

Approved by

REV.

Ingie El Gohary

Noha Sultan

Date.

Size

Scale As Shown

ML-ID0805.01 1

0

SCALE 1:100

1

2

3

4

A1 5 m

Q.C. Approval

Document Control No.: Document Control No.

GLASS WINDOW WITH SAFETY FILM

5 Abd El Rahman Hussien St., Mohandiseen, Cairo, Egypt T: +20 (2)3760 10 99 F: +20 (0)3760 8664 info@ehaf.com www.ehaf.com

177


KEY PLAN

NORTH

08

650

1001.02

17

650

200

1001.02

2500

2500

2500

1600

1640

GENERAL NOTES 1. 2. 3. 4. 5. 6.

1850

LAMINATED 12 MM MDF

CONTRACTOR SHOULD CO-ORDINATE ALL DRAWINGS WITH THE AS BUILT FOR CONSULTANT APPROVAL. ALL DIMENSIONS IN THE DRAWINGS ARE FOR GUIDANCE NOT FOR CONSTRUCTION. ALL HATCHED AREAS ARE OUT OF SCOPE. G.C. : MILLWORK DONE BY GENERAL CONTRACTOR. R2 : ADDENDUM 01 GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING SHOPDRWAINGS TO BE COORDINATED WITH THE FINAL DRAWINGS PACKAGE & AS BUILT & TO BE SUBMITTED FOR THE CONSULTANT APPROVAL.

AESTHETIC WHITE PAINT

MAGENTA GLASS

YELLOW BACK PAINTED GLASS GRAPHICS ON GENERAL PAINT

ACCENT COLOR PAINT

YELLOW GLASS

ORANGE BACK PAINTED GLASS

FABRIC/FILT ACOUSTIC BLUE PANELS

FILM ON GENERAL PAINT

ORANGE GLASS

GENERAL CLEAR GLASS

FABRIC/FILT ACOUSTIC RED PANELS

MDF WITH PAINTED FINISH

SMOKED GLASS

BACK PAINTED GLASS WITH METLIFE LOGO

FABRIC/FILT ACOUSTIC MAGENTA PANELS

WRITEABLE SURFACE CHALKBOARD PAINT

BLUE BACK PAINTED GLASS

CUSTOM BACK PAINTED GLASS WITH ART WORK

FABRIC/FILT ACOUSTIC YELLOW PANELS

PAINTABLE MDF

BLUE GLASS

RED BACK PAINTED GLASS

ALUMINIUM SCREEN

FABRIC/FILT ACOUSTIC ORANGE PANELS

MDF - BLUE

RED GLASS

MAGENTA BACK PAINTED GLASS

BLACKENED ALUMINUM

FABRIC/FILT ACOUSTIC SEA SAILT PANELS

PORCLAIN TILES

LAMINATED MDF

FABRIC/FILT ACOUSTIC GENGER PANELS

690

890

870

PARTITIONS FINISHES CODES

01

R6 R5 R4 R3 R2 R1 R0

09 JUNE 2016 16 MAY 2016 11 MAY 2016 27 APR. 2016 17 APR. 2016 10 APR. 2016 03 APR. 2016

100% Construction Package 100% Construction Package 95% Construction Package 100% Tender Package 70% Detailed Design Stage 50% Detailed Design Stage 50% Detailed Design Stage

Revision No.

Date

Issued for

(Addendum 01)

Comments

PROJECT:

DESIGN STAGE:

100% Construction Package

Metlife Fitout Project

MAIN CONSULTANT:

ACCENT COLOR PAINT

GENERAL GLASS

SMOKED GLASS

ACCENT COLOR PAINT

GENERAL CLEAR GLASS

OWNER/DEVELOPER:

GENERAL PAINT

5 Abd El Rahman Hussien St., Mohandiseen, Cairo, Egypt T: +20 (2)3760 10 99 F: +20 (0)3760 8664 info@ehaf.com www.ehaf.com

PAINTABLE MDF

PROJECT MANAGEMENT:

DOOR TO HUDDLE ROOM

PAINTABLE MDF

Drawing Title:

Designed by EHAF TEAM

Drawing No. ML-ID0803.01

Summit 75 Third Floor Elevations Drawn by EHAF TEAM

Checked by

Approved by

Date.

R6

Size

Scale

0

SCALE 1:100

A1

As Shown

09 JUNE - 2016 1

REV.

Ingie El Gohary

Noha Sultan

1

2

3

4

5 m

Q.C. Approval

Document Control No.: Document Control No.

PAINTABLE MDF

INTERNATIONAL CONSULTANT:

2500

DOOR TO MEETING ROOM

2500

ENTRANCE DOOR

2500

2500

04

178


179


180


181


182


KEY PLAN

NORTH

ELEV. LOBBY

650

10 1001.01

04

01

05

2500

1740

02

120

760

2500

2500

2750

VOID TO CORRIDOR

GENERAL NOTES 1. 2. 3. 4. 5. 6.

CONTRACTOR SHOULD CO-ORDINATE ALL DRAWINGS WITH THE AS BUILT FOR CONSULTANT APPROVAL. ALL DIMENSIONS IN THE DRAWINGS ARE FOR GUIDANCE NOT FOR CONSTRUCTION. ALL HATCHED AREAS ARE OUT OF SCOPE. G.C. : MILLWORK DONE BY GENERAL CONTRACTOR. R2 : ADDENDUM 01 GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING SHOPDRWAINGS TO BE COORDINATED WITH THE FINAL DRAWINGS PACKAGE & AS BUILT & TO BE SUBMITTED FOR THE CONSULTANT APPROVAL.

PARTITIONS FINISHES CODES

10

CLEAR GLASS

420 50

1001.01

06 1001.02

EQ

EQ

EQ

EQ

EQ

50

120

950

EQ

2500

2500

930 100

VOID

2500

2750

2500

2500

2500

VOID TO RECEPTION

R6 R5 R4 R3 R2 R1 R0

09 JUNE 2016 16 MAY 2016 11 MAY 2016 27 APR. 2016 17 APR. 2016 10 APR. 2016 03 APR. 2016

100% Construction Package 100% Construction Package 95% Construction Package 100% Tender Package 70% Detailed Design Stage 50% Detailed Design Stage 50% Detailed Design Stage

Revision No.

Date

Issued for

(Addendum 01)

Comments

PROJECT:

DESIGN STAGE:

100% Construction Package

Metlife Fitout Project

MAIN CONSULTANT:

OWNER/DEVELOPER:

5 Abd El Rahman Hussien St., Mohandiseen, Cairo, Egypt T: +20 (2)3760 10 99 F: +20 (0)3760 8664 info@ehaf.com www.ehaf.com

1200

2750

PROJECT MANAGEMENT:

09 07

06 08

Drawing Title:

Designed by EHAF TEAM

Drawing No. ML-ID0802.02

Summit 75 Second Floor Elevation ( 2 of 3 )

Drawn by EHAF TEAM

Checked by Noha Sultan

Date. 09 JUNE - 2016

Approved by Ingie El Gohary

REV. R6

Size

Scale VARIES

A1

Q.C. Approval

Document Control No.: Document Control No.

850

1200

2750

2750

2750

INTERNATIONAL CONSULTANT:

183


KEY PLAN

NORTH

MEETING AREA (1) L4-05

GBP

GLP

GBP

GLP

DTC L4-02

GLP GLP WORK SPACE (2) L4-06

HUDDLE ROOM (1) GLP

BANCA SALES (1)

BANCA SALES (2) L4-10

L4-04

GLP

L4-09

WORK SPACE (1) L4-03

GBP

GLP

GBP-1 GBP

GBP

COPY/PRINT

GBP

AGENCY (SALES)

GBP

GENERAL NOTES 1. 2. 3. 4. 5. 6.

L4-01

STORAGE

GBP

L4-08

GBP-1

L4-07

GBP

GBP-1

CONTRACTOR SHOULD CO-ORDINATE ALL DRAWINGS WITH THE AS BUILT FOR CONSULTANT APPROVAL. ALL DIMENSIONS IN THE DRAWINGS ARE FOR GUIDANCE NOT FOR CONSTRUCTION. ALL HATCHED AREAS ARE OUT OF SCOPE. G.C. : MILLWORK DONE BY GENERAL CONTRACTOR. R2 : ADDENDUM 01 GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING SHOPDRWAINGS TO BE COORDINATED WITH THE FINAL DRAWINGS PACKAGE & AS BUILT & TO BE SUBMITTED FOR THE CONSULTANT APPROVAL. WALL TYPES SCHEDULE

IDF

WORK SPACE (3)

L4-12

L4-11

GBP-1

GBP

100 mm THICKNESS of GYPSUM BOARD PARTITION (TWO LAYERS )

GBP-1

120 mm THICKNESS of GYPSUM BOARD PARTITION FIRE RATED

GBP-1 FHC

GBP

L4-13

L4-16

200 mm THICKNESS of GYPSUM BOARD PARTITION (TWO LAYERS )

(4

)

G

BP

G

12 MM SINGLE FRAMELESS GLAZED PARTITION

GBP-2

ELEV. LOBBY

FILE ROOM

LP

G

BP

-1

HUDDLE ROOM (2) L4-14

G

BP

GBP-1

GLP

SP K

-1

LP

S

G

7

(2

)

O

EA AR G

0

N TI

Y

G

C LU B BP L / P 4- AN 33 TR

-2

BP

BP

BP

BP

Revision No.

Date

Issued for

G

BP

EB S L4 AL -2 ES 4

LP G

G

LP

100% Construction Package 95% Construction Package 100% Tender Package 70% Detailed Design Stage 50% Detailed Design Stage 50% Detailed Design Stage

(Addendum 01)

Comments

G

(3 M O O -2

1

R L4

LE D D U

PHONE ROOM (2) L4-32

(5

)

BP

G

'S R

BP

GLP GBP

E IC

100% Construction Package

Metlife Fitout Project

G

GLP GBP

IN IT 6

L4-28

-2

ER

W R

STORAGE

L4

D N

GBP

G

G

LP

G BP

L

U

TO SI VI

DESIGN STAGE:

GBP

5

2 4-

EB

W

O

O

FF

G

G LP

R BP K S L4 PA -2 CE 3

BP

16 MAY 2016 11 MAY 2016 27 APR. 2016 17 APR. 2016 10 APR. 2016 03 APR. 2016

GBP

BP

G

G

R5 R4 R3 R2 R1 R0

PROJECT:

H

SO R P LU O TI RA L4 O TE N -2 2 S

C

O

G

BP

)

BP

G

G

BP

G

G

BP

G

G

BP

G

-2

BP

G

G

GBP PHONE ROOM (1) L4-31

BP

G

GBP

GBP

GBP

COPY/PRINT L4-30

MAIN CONSULTANT:

OWNER/DEVELOPER:

GBP

HUDDLE ROOM (4) L4-27 GLP GLP WORK SPACES (6)

GBP

L4-29

GBP GBP

5 Abd El Rahman Hussien St., Mohandiseen, Cairo, Egypt T: +20 (2)3760 10 99 F: +20 (0)3760 8664 info@ehaf.com www.ehaf.com

INTERNATIONAL CONSULTANT:

Drawing Title:

Designed by EHAF TEAM

Drawing No. ML-ID0204.06-AL

PROJECT MANAGEMENT:

Summit 75 Fourth Floor Wall Types plan

Drawn by EHAF TEAM

Checked by

Approved by

Date.

R5

Size

Scale

16 MAY - 2016 1

REV.

Ingie El Gohary

Noha Sultan

0

SCALE 1:100

A1

1:100 1

2

3

4

5 m

Q.C. Approval

Document Control No.: Document Control No.

C

M

BP

L4

EE

-2

9

-1

EN

L4

O

N

FE

R

G

LP

C

G

E

R

BP

O

-2

G

M

BP

L4

-1

O C

L4

BP

AT

O TF

G

-1

8

R PO

BP

LI

O

G

EB

R

L4

W

O

5

AC

E

GBP

184


NORTH

100

KEY PLAN

2500

2500

2500

2500

ELEV. LOBBY

GENERAL NOTES

08

1. 2. 3. 4. 5. 6.

1001.02

CONTRACTOR SHOULD CO-ORDINATE ALL DRAWINGS WITH THE AS BUILT FOR CONSULTANT APPROVAL. ALL DIMENSIONS IN THE DRAWINGS ARE FOR GUIDANCE NOT FOR CONSTRUCTION. ALL HATCHED AREAS ARE OUT OF SCOPE. G.C. : MILLWORK DONE BY GENERAL CONTRACTOR. R2 : ADDENDUM 01 GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING SHOPDRWAINGS TO BE COORDINATED WITH THE FINAL DRAWINGS PACKAGE & AS BUILT & TO BE SUBMITTED FOR THE CONSULTANT APPROVAL.

2500

DOOR TO CASHIER

860

1850

2500

DOOR TO STORAGE

2520

1640

650

PARTITIONS FINISHES CODES

R6 R5 R4 R3 R2 R1 R0

09 JUNE 2016 16 MAY 2016 11 MAY 2016 27 APR. 2016 17 APR. 2016 10 APR. 2016 03 APR. 2016

100% Construction Package 100% Construction Package 95% Construction Package 100% Tender Package 70% Detailed Design Stage 50% Detailed Design Stage 50% Detailed Design Stage

Revision No.

Date

Issued for

Comments

PROJECT:

03

DESIGN STAGE:

100% Construction Package

Metlife Fitout Project

03

1001.02

(Addendum 01)

17

VOID TO CUSTOMER SERVICE

01

1001.05

A.V. Screen

1000

1540

2500

2500

1001.03 DOOR TO PANTRY

2500

1400

150

1001.07

OWNER/DEVELOPER:

120

120

100

120

MAIN CONSULTANT:

5 Abd El Rahman Hussien St., Mohandiseen, Cairo, Egypt T: +20 (2)3760 10 99 F: +20 (0)3760 8664 info@ehaf.com www.ehaf.com

INTERNATIONAL CONSULTANT: 08

PROJECT MANAGEMENT:

03

1001.06

1001.07

Designed by EHAF TEAM

Drawing No. ML-ID0802.01

Drawn by EHAF TEAM

Checked by Noha Sultan

Date. 09 JUNE - 2016

Approved by Ingie El Gohary

REV. R6

Size

Scale VARIES

A1

Q.C. Approval

Document Control No.: Document Control No.

Summit 75 Second Floor Elevation ( 1 0f 3)

2500

ENTRANCE DOOR

120

2650

Drawing Title: 2500

2500

2500

08

185


KEY PLAN

NORTH

MEETING AREA (1) L4-05

DTC L4-02

WORK SPACE (2) L4-06

BANCA SALES (2) L4-10

HUDDLE ROOM (1)

03

BANCA SALES (1)

GENERAL NOTES

WORK SPACE (1)

L4-04

1001.04

L4-09

1. 2. 3. 4. 5. 6.

L4-03

AGENCY (SALES) COPY/PRINT

STORAGE

L4-08

L4-07

L4-01

CONTRACTOR SHOULD CO-ORDINATE ALL DRAWINGS WITH THE AS BUILT FOR CONSULTANT APPROVAL. ALL DIMENSIONS IN THE DRAWINGS ARE FOR GUIDANCE NOT FOR CONSTRUCTION. ALL HATCHED AREAS ARE OUT OF SCOPE. G.C. : MILLWORK DONE BY GENERAL CONTRACTOR. R2 : ADDENDUM 01 GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING SHOPDRWAINGS TO BE COORDINATED WITH THE FINAL DRAWINGS PACKAGE & AS BUILT & TO BE SUBMITTED FOR THE CONSULTANT APPROVAL.

02 1001.04

02 1001.04

IDF

WORK SPACE (3)

L4-12

L4-11

FHC L4-13

HUDDLE ROOM (2) L4-14

ELEV. LOBBY

FILE ROOM

SP K

-1

R

L4

S

4 ) (2

01

EA

10

.0

17

AR G

0

01

N

-2

10

TI

L4

EE

4

14

.0

M O O R E C 9

EN R

-1

L4

.0

1

Y

2

TR

01

10

3

09

.0

N

01

PA

10

B/

-3

LU

L4

C

R6 R5 R4 R3 R2 R1 R0

09 JUNE 2016 16 MAY 2016 11 MAY 2016 27 APR. 2016 17 APR. 2016 10 APR. 2016 03 APR. 2016

100% Construction Package 100% Construction Package 95% Construction Package 100% Tender Package 70% Detailed Design Stage 50% Detailed Design Stage 50% Detailed Design Stage

Revision No.

Date

Issued for

(Addendum 01)

Comments

) (3

S LE

O

SA

O R

EB

1 -2

4

-2

L4

07 1001.01

H

U

L4

LE D D

100% Construction Package

Metlife Fitout Project

M

O SO R P LU OR TI A L4 O TE N -2 S 2

C

DESIGN STAGE:

S L4 PA -2 CE 3 (

5)

PHONE ROOM (2) L4-32

E

FF

O

-2

L4-28

03 PHONE ROOM (1) L4-31

05

10

. 01

COPY/PRINT L4-30

MAIN CONSULTANT:

OWNER/DEVELOPER:

1001.04

5 Abd El Rahman Hussien St., Mohandiseen, Cairo, Egypt T: +20 (2)3760 10 99 F: +20 (0)3760 8664 info@ehaf.com www.ehaf.com

HUDDLE ROOM (4) L4-27

INTERNATIONAL CONSULTANT:

PROJECT MANAGEMENT:

WORK SPACES (6) L4-29

Drawing Title:

Designed by EHAF TEAM

Drawing No. ML-ID0204.03-AL

Summit 75 Fourth Floor Furniture Plan Drawn by EHAF TEAM

Checked by

Approved by

Date.

R6

Size

Scale

09 JUNE - 2016 1

REV.

Ingie El Gohary

Noha Sultan

0

SCALE 1:100

A1

1:100 1

2

3

4

5 m

Q.C. Approval

Document Control No.: Document Control No.

N U

STORAGE

EB

L4

D

ER

W -2 6 RIT

IN

G

L4

SI

VI

'S

R

TO

5

O R

K

IC

05

FE N O C

M

01

PROJECT:

W

R

AT 7

O C

-1

L4

-1

PO

L4

EB

8

TF

O

LI

O

W

O

5

AC

E

(4

)

L4-16

186


KEY PLAN

+2.95 AFF

+2.95 AFF

+2.95 AFF

+2.95 AFF

+2.95 AFF

+2.95 AFF

+2.75 AFF

+2.75 AFF

+2.95 AFF

+2.95 AFF +2.95 AFF

+2.95 AFF

+3.15 AFF

+2.75 AFF

FC

FB-1 FD

NORTH

MEETING AREA (1) L4-05

FD

FD

WORK SPACE (1) L4-03

FC

FD

DTC L4-02

WORK SPACE (2) L4-06

FD FCE

FCE

GENERAL NOTES

FCE

FCE

FCE

+3.15 AFF

HUDDLE ROOM (1)

FC

FC

FC

FC

FC

FC

FC

FC

FC

L4-04

FC

FC

FC

FC

1. 2. 3. 4. 5. 6.

FC FC

FA

FC

FE

FE

AGENCY (SALES) L4-01

FCE

BANCA SALES (2)

FE

L4-10

CONTRACTOR SHOULD CO-ORDINATE ALL DRAWINGS WITH THE AS BUILT FOR CONSULTANT APPROVAL. ALL DIMENSIONS IN THE DRAWINGS ARE FOR GUIDANCE NOT FOR CONSTRUCTION. ALL HATCHED AREAS ARE OUT OF SCOPE. G.C. : MILLWORK DONE BY GENERAL CONTRACTOR. R2 : ADDENDUM 01 GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING SHOPDRWAINGS TO BE COORDINATED WITH THE FINAL DRAWINGS PACKAGE & AS BUILT & TO BE SUBMITTED FOR THE CONSULTANT APPROVAL.

COPY/PRINT L4-08 BANCA SALES (1)

FC

L4-09

LIGHTING FIXTURE SCHEDULE

FIRE ALARM SYSTEM LEGEND:

TYPE

SYMBOL

DESCRIPTION - TEXT

DESCRIPTION - TEXT

FC

+2.75 AFF

WORK SPACE (3)

+2.75 AFF

+2.75 AFF

+3.15 AFF

FA FB-1 FB-2 FC FD FE FF FG FH FI-2 FI-3 FI-4 FI-5 FI-6 FCE

FC

L4-11

+2.75 AFF

+2.95 AFF

HUDDLE ROOM (2) L4-14

FCE

FC

FHC

+2.95 AFF

L4-13

FE

FC

ELEV. LOBBY

FC FCE

FILE ROOM

) (4 E AC

PENDENT SPRINKLER PENDENT NOZZLE UPRIGHT SPRINKLER SIDEWALL SPRINKLER HVAC SYSTEMS LEGEND:

FC FB-1

FC

S AT 7 O C 4-1 L

+2.75 AFF

FC

FC

+3.15 AFF

FCE (2 EA AR G

0 -2

M

EE

TIN

8

-1

L4

FB-1

+2.75 AFF

FCE

FC

+2.75 AFF

LE

D

D

U

H

O

R

Revision No.

Date

Issued for

(Addendum 01)

(3

Comments DESIGN STAGE:

1

FC

+2.75 AFF

100% Construction Package 100% Construction Package 95% Construction Package 100% Tender Package 70% Detailed Design Stage 50% Detailed Design Stage 50% Detailed Design Stage

PROJECT:

)

M

O

09 JUNE 2016 16 MAY 2016 11 MAY 2016 27 APR. 2016 17 APR. 2016 10 APR. 2016 03 APR. 2016

-2

C O SO R P LU O TIO RA L4 T N E -2 S 2

FI-4

R6 R5 R4 R3 R2 R1 R0

L4

R

9

L4

O

N

FE

FI-4

FCE FC

C

+2.75 AFF

-1

EN

C

E

R

O

O

M

PO

FI-4

L4

T

R

EB

+2.50 AFF

)

FC

FB-1 LIO

FO

SUPPLY CEILING DIFFUSER SUPPLY AIR GRILLE RETURN AIR GRILLE

ML-ID0204.05.02-AL

FB-1

+2.75 AFF

PANORAMIC CAMERA FIXED CAMERA ACESS PANEL

ML-ID0204.05.01-AL

+2.75 AFF

DESCRIPTION - TEXT SUPPLY ROUND DIFFUSER RETURN CEILING DIFFUSER

-1

100% Construction Package

Metlife Fitout Project

FC FB-1

+2.75 AFF

-3

L4

C

LU

B/

3

PA

N

TR

Y

FC EB S L4 AL -2 ES 4

FCE

+2.75 AFF

E

FC

PHONE ROOM (2) L4-32

FC

O IT

5 -2

R

'S

O FF IC

FD

L4

FCE FC

VIS

FG

)

K

R

O

W

(5 E AC SP 3 -2 L4

FD

FC

FD

+2.75 AFF FC

FD FD

PHONE ROOM (1) L4-31

FCE

ER D

-2

N

MAIN CONSULTANT:

L4

U

6

W

R

IT IN

G

FC

EB

L4

DESCRIPTION - TEXT

SYMBOL

FC

+3.15 AFF

OWNER/DEVELOPER:

+2.75 AFF

COPY/PRINT L4-30

STORAGE L4-28

FD FC

+3.15 AFF

FD

FC

+2.95 AFF

FCE

+2.95 AFF +3.15 AFF HUDDLE ROOM (4) L4-27

5 Abd El Rahman Hussien St., Mohandiseen, Cairo, Egypt T: +20 (2)3760 10 99 F: +20 (0)3760 8664 info@ehaf.com www.ehaf.com

INTERNATIONAL CONSULTANT:

PROJECT MANAGEMENT:

+3.15 AFF FD

WORK SPACES (6) L4-29

+2.75 AFF

+2.95 AFF

+2.95 AFF

+2.50 AFF

Drawing Title:

Summit 75 Fourth Floor Reflected Ceiling plan Overall

+3.15 AFF

Designed by EHAF TEAM

Drawing No. ML-ID0204.05-AL

Drawn by EHAF TEAM

Checked by

Approved by

Date.

R6

Size

Scale

0

SCALE 1:100

A1

1:100

09 JUNE - 2016

1

REV.

Ingie El Gohary

Noha Sultan

1

2

3

4

5 m

Q.C. Approval

Document Control No.: Document Control No.

SP K R O W

5

EVACUATION SPEAKER FOR MESSAGING ADDRESSABLE MANUAL CALL STATION FIRE FIGHTING SYSTEMS

DESCRIPTION - TEXT

SYMBOL

+3.15 AFF

FC

MAIN FIRE ALARM CONTROL PANEL. ADDRESSABLE SMOKE DETECTOR (OPTICAL TYPE) EVACUATION SPEAKER 6W WITH STROBE LIGHT

SYMBOL

CCTV SYSTEM LEGEND:

L4-16

FC

FD

PENDANT LINEAR LED FLUORESCENT RECESSED FLUORESCENT RECESSED TRIMLESS RECESSED DOWNLIGHT CEILING MOUNTED DOWNLIGHT RECESSED 600mmX1200mm TROFFER RECESSED 600mmX600mm TROFFER RECESSED LINEAR WALL WASHER TRACK LIGHT DECORATIVE PENDANT LIGHT SECOND DECORATIVE PENDANT LIGHT THIRD DECORATIVE PENDANT LIGHT FORTH DECORATIVE PENDANT LIGHT FIFTH DECORATIVE PENDANT LIGHT SIX EMERGENCY LIGHTING FIXTURE EXIT LIGHTING FIXTURE

187


188


189


KEY PLAN 600

1 LAYERS OF GYPSUM BOARD

Ø6 ANCHOR BOLT ON EXPANSION SHIELD (TYP)

GALVANIZED STEEL ANGLE 30x30x3 mm

GALVANIZED STEEL ANGLE 30x30x3 mm

METAL SUSPENSION HANGER

100

VARIABLES

VARIABLES

METAL SUSPENSION HANGER

GYPSUM TILES CROSS TEE FRAMING

CHANNEL SUPPORT BRACKET

GYPSUM TILES CROSS TEE FRAMING

120mm GYPSUM BOARD CEILING

GALVANIZED INTERMEDIATE CHANNELS @ 1200 O.C. ATTACHED TO FURRING CHANNEL WITH PREFORMED WIRE CLIP

ACOUSTIC SEALANT

600

METAL SUSPENSION HANGER

SHADOW GAP

NORTH

METAL SUSPENSION HANGER

120x8 mm VINYLSKIRTING FIXED WITH ADHESIVE

CHANNEL SUPPORT BRACKET

12 mm GYPSUM BOARD

120x8 mm VINYLSKIRTING FIXED WITH ADHESIVE

600

PLAN

GYPSUM BOARD ALUMINUM STUD

SHADOW GAP

PLAN

120 mm GYPSUM BOARD CEILING

LAYERS OF GYPSUM BOARD

100

BOARD CEILING DETAILS 01 GYPSUM SCALE 1:10

SECTION

600 X600X 25 mm HDF FOR FAN COIL UNIT U Shape GALVANIZED INTERMEDIATE CHANNELS @ 1200 O.C. ATTACHED TO FURRING CHANNEL WITH PREFORMED WIRE CLIP

BOARD CEILING DETAILS 02 GYPSUM SCALE 1:10

PARTITION DETAILS 03 TYPICAL SCALE 1:5

GENERAL NOTES 1. 2. 3. 4. 5. 6.

DETAILS 04 ACCESS SCALE 1:10

CONTRACTOR SHOULD CO-ORDINATE ALL DRAWINGS WITH THE AS BUILT FOR CONSULTANT APPROVAL. ALL DIMENSIONS IN THE DRAWINGS ARE FOR GUIDANCE NOT FOR CONSTRUCTION. ALL HATCHED AREAS ARE OUT OF SCOPE. G.C. : MILLWORK DONE BY GENERAL CONTRACTOR. R2 : ADDENDUM 01 GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING SHOPDRWAINGS TO BE COORDINATED WITH THE FINAL DRAWINGS PACKAGE & AS BUILT & TO BE SUBMITTED FOR THE CONSULTANT APPROVAL.

100

ROCK WOOL WITH HIGH DENSITY FOR SOUND INSULATION SKIRTING 12mm GYPSUM BOARD

L-SHARP EDGE RAIL FLOORING ON RAISED FLOOR

GALVANIZED STEEL PEDESTALS

CARPET TILES VARIABLES

MOSSAIC TILES 300*300*20 mm MORTAR 20 mm

VARIABLES

VARIABLES

SKIRTING

GYPSUM BOARD ALUMINUM STUD

SAND

BLOCK WORK

ACOUSTIC SEALANT

1 mm THICK STEEL BASE CONNECTOR CORROSION RESISTANCE PROTECTION WITH POWDER COATING

40x40x2 mm ALU. Frame

10 mm GLASS PARTITION

150

DETAIL 06 CEILING SCALE 1:5

FLOOR 05 RAISED SCALE 1:5

R5 R4 R3 R2 R1 R0

16 MAY 2016 11 MAY 2016 27 APR. 2016 17 APR. 2016 10 APR. 2016 03 APR. 2016

100% Construction Package 95% Construction Package 100% Tender Package 70% Detailed Design Stage 50% Detailed Design Stage 50% Detailed Design Stage

Revision No.

Date

Issued for

(Addendum 01)

Comments

PROJECT:

DESIGN STAGE:

100% Construction Package

Metlife Fitout Project 12 mm CLEAR GLASS

ALU. 40x40x2 mm FRAME ACOUSTIC SEALANT

CARPET TILES MOSSAIC TILES 300*300*20 mm

CARPET TILES MOSSAIC TILES 300*300*20mm

MORTAR 20 mm SAND

MORTAR 20 mm SAND

100

VARIABLES

BOARD CEILING DETAILS 07 GYPSUM SCALE 1:5 MAIN CONSULTANT:

OWNER/DEVELOPER:

5 Abd El Rahman Hussien St., Mohandiseen, Cairo, Egypt T: +20 (2)3760 10 99 F: +20 (0)3760 8664 info@ehaf.com www.ehaf.com

PARTITION DETAILS 09 GLASSSCALE 1:5 120

INTERNATIONAL CONSULTANT:

PROJECT MANAGEMENT:

ROCKWOOL WITH HIGH DENSITY FOR SOUND INSULATION

150

3*12 mm THICKNESS Fire RATED GYPSUM BOARD

3*12 mm THICKNESS Fire RATED GYPSUM BOARD 120x8 mm VINYLSKIRTING FIXED WITH ADHESIVE

CARPET TILES

MOSSAIC TILES 300*300*20 mm

MOSSAIC TILES 300*300*20 mm

SAND

100

MORTAR 20 mm

Drawing Title:

MORTAR 20 mm SAND ACOUSTIC SEALANT

Designed by

Drawn by

MOHAMED FAWZY

BOARD CEILING DETAILS 08 GYPSUM SCALE 1:5

DETAILS 10 G.B PARTITION SCALE 1:5

Summit 75 General Details

MOHAMED FAWZY

Checked by Noha Sultan

Date.

Drawing No. ML-ID1001.06-GD

Approved by

REV.

Ingie El Gohary

Scale AS SHOWN

Size A1

Q.C. Approval

Document Control No.: Document Control No.

120x8 mm VINYLSKIRTING FIXED WITH ADHESIVE CARPET TILES

190


Radisson Blu Hotel Client : Radisson Blu Consultant : EHAF Location : New Cairo - Egypt Scope of work : Interior Design - Material Selection - FF&E Developing Cut Sheets


192


193


194


195


196


197


198


199


200


201


202


Ministry of Electric and Water Resources Client : Ministry of Electricty - Doha - Qatar Consultant : EHAF Location : Doha - Qatar Scope of Work : Interior Design - Working Drawings - Design Details.


204


205


206


207


208


209


LIGHTING FIXTURE

AR-428-00

250

EQ

EQ EQ

Kib lah

AR-428-00

DN

2600

100

250

EQ

2100

EQ

EQ

EQ

EQ

EQ

2100

EQ EQ

DN

DN

5

EQ

100

100

100

KEY PLAN

AR-428-00

AR-428-00

KEYPLAN DN

N.T.S

CEO OFFICE-ELE(C)

DN

1 : 50

AR-428-00

EQ

2

1 : 50

800

250

DN

1 : 20

S

100

100

SECTION(1)

3 AR-428-00

4 AR-428-00

COLUMN-DETAIL 1 : 20

800

50 300

50 300

800

800 350

50 300

50 30 0

PARTIAL PLAN DETAIL

6

PARTIAL PLAN DETAIL

7

1 : 50

AR-428-00

AR-428-00

1 : 50

PERSPECTIVE VIEW(1)

8 AR-428-00

1 : 50

PERSPECTIVE VIEW(2)

9 AR-428-00

N.t.S

DN

FINISHES LIST SKIRTINGS

S01 S02 S03 S04 S05 S06 S07 S08

100 MM POLISHED LIGHT EMPERADOR MARBLE 100 MM POLISHED DARK EMPERADOR MARBLE 100 MM POLISHED SERPEGGIANTE MARBLE 100 MM SOLID WALNUT WOOD BRUSHED STAINLESS STEEL – HAIR LINE FINISH 100 MM EPOXY 100 MM SOLID ZEPRA WOOD 100 MM CREAMA MARFIL MARBLE

W01 W02 W03 W04 W05 W06 W07 W08 W09 W10 W11 W12 W13 W14 W15 W16 W17 W18 W19 W20 W21 W22 W23 W24 W25 W26 W27 W28 W29 W30 W31 W32 W33

WATER BASE PAINT ON CEMENT PLASTER - OFF WHITE COLOR WATER BASE PAINT ON CEMENT PLASTER-COLOR (NCS-S1005-Y50R) WATER BASE PAINT ON CEMENT PLASTER-COLOR (NCS-S1040-Y) WATER BASE PAINT ON CEMENT PLASTER-COLOR (NCS-S1050-R90B) ANTI-CARBONATION PAINT EMULSION PAINT 20MM THICK. POLISHED DARK EMPERADOR MARBLE - CUT TO SIZE 20MM THICK. POLISHED LIGHT EMPERADOR MARBLE - CUT TO SIZE 20MM THICK. POLISHED SERPEGGIANTE MARBLE - CUT TO SIZE 600X600X20MM POLISHED LIGHT EMPERADOR MARBLE TILES 18MM THICK. M.D.F WOOD WITH WALNUT VENEER, MEDIUM FINISH 18MM THICK. M.D.F WOOD WITH ZEPRA VENEER, MEDIUM FINISH 10 MM PLAYWOOD WITH WALNUT VENEER, MEDIUM FINISH SOLID WALNUT WOOD, MEDIUM FINISH BRUSHED STAINLESS STEEL – HAIR LINE FINISH WALL PAPER TO MATCH ROOM COLOR SCHEME WALL PAPER TO MATCH ROOM COLOR SCHEME LEATHER PANELS - COLOR TO MATCH ROOM COLOR SCHEME 6MM THICK. TEMPERED SANDBLASTED GLASS PRINTED GRAPHIC SHEETS BARRISOL STRETCH SHEETS 300X200MM PORCELAIN TILES GRP LINING PAINTED GYPSUM BOARD CLADDING - COLOR (NCS-S1005-Y50R) PAINTED GYPSUM BOARD CLADDING - COLOR (NCS-S1040-Y) PAINTED GYPSUM BOARD CLADDING - COLOR (NCS-S1050-R90B) SOLID ZEPRA MEDINM FINISH WOOD PLASTIC COMPOSITE - ZEPRA WOOD FINISH WOOD PLASTIC COMPOSITE - WOLNUT WOOD FINISH 450X900X20 MM. LIGHT EMPERADOR MARBLE 450X900X20 MM. DARK EMPERADOR MARBLE 4MM THICK. MDF WOOD WITH ZEPRA VENEER 300X600X20MM POLISHED LIGHT EMPERADOR MARBLE TILES

W

800

69060093

PLANING NO.

SOLID MEDIUM WALNUT WOOD DOOR ARCHITRAVE WOODEN DOOR WITH MEDIUM WALNUT VENEER FINISH

CEO OFFICE-ELE(B&B SEMILAR)

AR-428-00

PIN NO.

Kiblah

6

C

7

WOODEN DOOR WITH MEDIUM WALNUT VENEER FINISH SOLID WOOD DOOR ARCHITRAVE,DARCK WALNUT VENEER FINISH

1

B

500

EQ EQ

ART WORK

2600

2950

ART WORK

800

B MIRROR

EQ

EQ

250

EQ

800

ART WORK

NORTH

700

1800

2600

800

EQ

QEWC TOWERS LUSAIL CITY - MARINA COM 53 ( KAHRAB TOWER )

4 AR-428-00

2700

250

EQ

WALLS

14 AR-428-00

LIGHTING FIXTURE

LIGHTING FIXTURE

ISSUE

1800

TV LOCATION EQ

EQ

EQ

EQ

EQ

ART WORK

800

13 100

AR-428-00

100

1 : 50

1 : 50

16

LIGHTING FIXTURE

600

0 60

600

PROJECT DESCRIPTION

600

600

650

3 BASEMENTS+ GROUND + 6 PODIUM + TOWER-1 ( 21 FLOORS + ROOF + MECH ) + TOWER-2 ( 37 FLOORS + ROOF + MECH )

1 : 50

AR-428-00

1400

150 250

(CEO-T1-21F-37),(MAJLES-T1-21F-1)ELEVATION

1400

12 350

AR-428-00

COLUMN-DETAIL

DRAWING NO.:

PARTIAL PLAN DETAIL

75 75 50 75 50 75 50 75 50 75

DRAWN BY:

600

VERIFIED BY:

W12 W14

16 AR-428-00

PARTIAL PLAN-1 1 : 20

CHECKED BY:

NH

650

1 : 50

PART

AR-428-00

1 : 20

100

350

AR-428-00

DRAWING TITLE

0 250 15

LIHGTING FIXTURE

14

PROJECT MANAGEMENT\ CONSTRUCTION MANAGEMENT

PARTIAL PLAN DETAIL

15

0 60

FIXTURE

OWNER

LEAD CONSULTANT

AR-428-00 650

ING LIGHT

M.I

57 AL-JAZEERA ST., BINMAHMOUD / BEHZAD BUILDING, 6th FLOOR TEL: (+974) 4020 37 77 / 88 / 99 FAX : (+974) 4020 37 66 P.O BOX1876, DOHA, QATAR. W W W .EHAF.COM

LIGHTING FIXTURE

LIGHTING FIXTURE

O.M

DRAWN CHECK. QA/QC

N.T.S

2600

MAJLES-ELE(B&B MIRROR)

11 AR-428-00

KEYPLAN

100

100

10 AR-428-00

AR-428-00

DATE

AR-428-00

WOODEN DOOR WITH MEDIUM WALNUT VENEER FINISH

MAJLES-ELE(A)

B

DESCRIPTION

12

EQ

2000

2600

EQ

A

2950

TV LOCATION EQ

15

B MIRROR 600

250

H.O/M.A

LIGHTING FIXTURE W14

W14

250

LIGHTING FIXTURE

2950

2950

3

10 MM THICK GROOVE

LIGHTING FIXTURE

250

LIGHTING FIXTURE

250

PROJECT NAME AND LOCATION LIGHTING FIXTURE

W12

17 AR-428-00

PERSPECTIVE VIEW 1 : 50

KN APPROVED BY:

NH SCALE:

FILE NAME:

KN

As indicated

STAGE:

REVISION:

WD PLOT DATE:

JAN.2018 PROJECT NO.:

321 AR-428-00

210


PROJECT NAME AND LOCATION

50

LIGHTING FIXTURE

50

100

50 50

50 100

50 100

100

50 100

6 AR-429-00

PIN NO.

Kiblah

B

69060093

PLANING NO.

KEY PLAN

W27

105

C

100

900

140 5

50

NORTH

AR-429-00

B MIRROR

100

50 100

2215

2855

2955

50 100

2700

TV LOCATION

105

500 800

2955 2855

VA R 100

7

10 AR-429-00

100

550

550

200

100

W27

Kib lah

METAL SCREEN

W21

LIGHTING FIXTURE

QEWC TOWERS LUSAIL CITY - MARINA COM 53 ( KAHRAB TOWER )

VA R

METAL SCREEN

LIHGTING FIXTURE

100

METAL SCREEN

W21

750

METAL SCREEN LIHGTING FIXTURE

DN

DN

100

100

100

100

DN

WOODEN DOOR WITH ZEPRA VENEER FINISH

WOODEN DOOR WITH ZEPRA VENEER FINISH

MEETING ROOM-ELE(B)

SOLID ZEPRA WOOD DOOR ARCHITRAVE

2 AR-429-00

MEETING ROOM-ELE(A)

1 AR-429-00

DETAIL(1)

3

SOLID ZEPRA WOOD DOOR ARCHITRAVE

4

1 : 20

AR-429-00

1 : 50

AR-429-00

KEYPLAN

DN

N.T.S DN

1 : 50 DN

EQ

DN

AR-429-00

100

S

10 MM THICK GROOVE

3900

2500

1200 EQ

100

EQ

EQ

1 : 50

150

SOLID ZEPRA WOOD DOOR ARCHITRAVE WOODEN DOOR WITH ZEPRA VENEER FINISH

1 : 50

EQ 160

10 AR-429-00

700

300

1400 700

600

EQ 705

300

700

160

2000

200

EQ

AR-429-00

MEETING ROOM-ELE(C)

1 : 50 7 AR-429-00

17

100

450

PERSPECTIVE VIEW

9

COLUMN-DETAIL

AR-429-00

1 : 20 W02

LIGHTING FIXTURE

LIGHTING FIXTURE

1 : 20

AR-429-00

W02

LIGHTING FIXTURE

W12

100 MM POLISHED LIGHT EMPERADOR MARBLE 100 MM POLISHED DARK EMPERADOR MARBLE 100 MM POLISHED SERPEGGIANTE MARBLE 100 MM SOLID WALNUT WOOD BRUSHED STAINLESS STEEL – HAIR LINE FINISH 100 MM EPOXY 100 MM SOLID ZEPRA WOOD 100 MM CREAMA MARFIL MARBLE

W01 W02 W03 W04 W05 W06 W07 W08 W09 W10 W11 W12 W13 W14 W15 W16 W17 W18 W19 W20 W21 W22 W23 W24 W25 W26 W27 W28 W29 W30 W31 W32 W33

WATER BASE PAINT ON CEMENT PLASTER - OFF WHITE COLOR WATER BASE PAINT ON CEMENT PLASTER-COLOR (NCS-S1005-Y50R) WATER BASE PAINT ON CEMENT PLASTER-COLOR (NCS-S1040-Y) WATER BASE PAINT ON CEMENT PLASTER-COLOR (NCS-S1050-R90B) ANTI-CARBONATION PAINT EMULSION PAINT 20MM THICK. POLISHED DARK EMPERADOR MARBLE - CUT TO SIZE 20MM THICK. POLISHED LIGHT EMPERADOR MARBLE - CUT TO SIZE 20MM THICK. POLISHED SERPEGGIANTE MARBLE - CUT TO SIZE 600X600X20MM POLISHED LIGHT EMPERADOR MARBLE TILES 18MM THICK. M.D.F WOOD WITH WALNUT VENEER, MEDIUM FINISH 18MM THICK. M.D.F WOOD WITH ZEPRA VENEER, MEDIUM FINISH 10 MM PLAYWOOD WITH WALNUT VENEER, MEDIUM FINISH SOLID WALNUT WOOD, MEDIUM FINISH BRUSHED STAINLESS STEEL – HAIR LINE FINISH WALL PAPER TO MATCH ROOM COLOR SCHEME WALL PAPER TO MATCH ROOM COLOR SCHEME LEATHER PANELS - COLOR TO MATCH ROOM COLOR SCHEME 6MM THICK. TEMPERED SANDBLASTED GLASS PRINTED GRAPHIC SHEETS BARRISOL STRETCH SHEETS 300X200MM PORCELAIN TILES GRP LINING PAINTED GYPSUM BOARD CLADDING - COLOR (NCS-S1005-Y50R) PAINTED GYPSUM BOARD CLADDING - COLOR (NCS-S1040-Y) PAINTED GYPSUM BOARD CLADDING - COLOR (NCS-S1050-R90B) SOLID ZEPRA MEDINM FINISH WOOD PLASTIC COMPOSITE - ZEPRA WOOD FINISH WOOD PLASTIC COMPOSITE - WOLNUT WOOD FINISH 450X900X20 MM. LIGHT EMPERADOR MARBLE 450X900X20 MM. DARK EMPERADOR MARBLE 4MM THICK. MDF WOOD WITH ZEPRA VENEER 300X600X20MM POLISHED LIGHT EMPERADOR MARBLE TILES

W12

W12

W12

N.t.S

W12

WALLS

W12

250 200

AR-429-00

SECTION DETAIL

8

PARTIAL PLAN DETAIL

100

5

FINISHES LIST SKIRTINGS

S01 S02 S03 S04 S05 S06 S07 S08

W

500 1200

PARTIAL PLAN DETAIL

6 AR-429-00

2700

1200

2700

EQ

EQ

EQ

AR-429-00

3

100

130 0

150

8

100

800

W15

100

POWDER COATED GALVANIZED STEEL DOOR WHITE COLOR SOLID WOOD DOOR ARCHITRAVE WHITE COLOR

GYM-ELE(A)

11

2350

B MIRROR

S07

12

1 : 50

AR-429-00

AR-429-00

100

1455 100 450

2900

2350

AR-429-00

LIGHTING FIXTURE

450

16

W03

13

1455

GYM-KEYPLAN

O.M

M.I

DRAWN CHECK. QA/QC

OWNER

B

PROJECT MANAGEMENT\ CONSTRUCTION MANAGEMENT

500 EQ

EQ

EQ

EQ

EQ

LEAD CONSULTANT

1000

RECEPTION AREA -PARTIAL PLAN

15

1 : 50

AR-429-00

KEY PLAN N.T.S

57 AL-JAZEERA ST., BINMAHMOUD / BEHZAD BUILDING, 6th FLOOR TEL: (+974) 4020 37 77 / 88 / 99 FAX : (+974) 4020 37 66 P.O BOX1876, DOHA, QATAR. W W W .EHAF.COM

PROJECT DESCRIPTION

N.T.S

3 BASEMENTS+ GROUND + 6 PODIUM + TOWER-1 ( 21 FLOORS + ROOF + MECH ) + TOWER-2 ( 37 FLOORS + ROOF + MECH )

2450

AR-429-00

AR-429-00

400

900

14

W20

2350

0 9-0 -42

AR-429-00

LIGHTING FIXTURE

200

DATE

LIGHTING FIXTURE

11 AR

DESCRIPTION

1 : 50 LIGHTING FIXTURE

W03

ISSUE

S07

RECEPTION AREA-ELE(B&B SIMILAR)

DRAWING TITLE

(MEETING RM-T1-21F-40),(GYMNASIUM-T1-6P-21,25),(RECEPTION AREA-T1-21F-33)ELEVATION DRAWING NO.:

PART

LIGHTING FIXTURE

450

AR-429-00

S05

W03

DRAWN BY:

CHECKED BY:

100

NH

100

2450

100

H.O/M.A

14

OPEN TO CORRIDOR

VERIFIED BY:

KN APPROVED BY:

NH

16 AR-429-00

COLUMN-DETAIL 1 : 20

17 AR-429-00

GYM SECTION DETAIL 1 : 20

18 AR-429-00

GYM-PERSPECTIVE VIEW N.t.S

19 AR-429-00

PERSPECTIVE VIEW N.t.S

SCALE:

FILE NAME:

KN

As indicated

STAGE:

REVISION:

WD PLOT DATE:

JAN.2018 PROJECT NO.:

321 AR-429-00

211


10 MM THICK GROOVE LIGHTING FIXTURE W26

LIGHTING FIXTURE

LIGHTING FIXTURE

PROJECT NAME AND LOCATION

4

LIGHTING FIXTURE

W17

W26

AR-430-00

QEWC TOWERS LUSAIL CITY - MARINA COM 53 ( KAHRAB TOWER )

200

LIGHTING FIXTURE

EQ

EQ

EQ

EQ

1000

EQ

1000

A

NORTH

PIN NO. Kib lah

250

5

12

100

AR-430-00

KEY PLAN

EQ

C

250

EQ

EQ

C

AR-430-00

100

1600

13

D

69060093

PLANING NO.

Kiblah

AR-430-00

EQ

B

150

EQ 2300

EQ

B MIRROR

2700

2900

EQ

EQ

EQ

DN

DN

DN

S02

TYPICAL RECEPTION ARE-ELE(A)

8

7

1 : 50

AR-430-00

3

1 : 50

AR-430-00

AR-430-00

HR MANAGER-ELE(D)

DN

1 : 50

HR MANAGER-KEYPLAN

1

N.T.S

N.T.S

AR-430-00

DN

350

AR-430-00

HR MANAGER-ELE(C)

2

KEY PLAN

550

W26

DN

W04

200

S

PARTIAL PLAN

5

1 : 50

OPEN TO CORRIDOR

100

10

PERSPECTIVE VIEW

600

N.t.S 50

AR-430-00 S02

EQ

6 AR-430-00

EQ

1 : 50

AR-430-00

N.t.S

50

TYPICAL RECEPTION ARE-ELE(B&B MIRROR)

9

PERSPECTIVE VIEW

W05

LIGHTING FIXTURE

EQ

50

LIGHTING FIXTURE

400

W15

W12

50

1600

100 MM POLISHED LIGHT EMPERADOR MARBLE 100 MM POLISHED DARK EMPERADOR MARBLE 100 MM POLISHED SERPEGGIANTE MARBLE 100 MM SOLID WALNUT WOOD BRUSHED STAINLESS STEEL – HAIR LINE FINISH 100 MM EPOXY 100 MM SOLID ZEPRA WOOD 100 MM CREAMA MARFIL MARBLE

W01 W02 W03 W04 W05 W06 W07 W08 W09 W10 W11 W12 W13 W14 W15 W16 W17 W18 W19 W20 W21 W22 W23 W24 W25 W26 W27 W28 W29 W30 W31 W32 W33

WATER BASE PAINT ON CEMENT PLASTER - OFF WHITE COLOR WATER BASE PAINT ON CEMENT PLASTER-COLOR (NCS-S1005-Y50R) WATER BASE PAINT ON CEMENT PLASTER-COLOR (NCS-S1040-Y) WATER BASE PAINT ON CEMENT PLASTER-COLOR (NCS-S1050-R90B) ANTI-CARBONATION PAINT EMULSION PAINT 20MM THICK. POLISHED DARK EMPERADOR MARBLE - CUT TO SIZE 20MM THICK. POLISHED LIGHT EMPERADOR MARBLE - CUT TO SIZE 20MM THICK. POLISHED SERPEGGIANTE MARBLE - CUT TO SIZE 600X600X20MM POLISHED LIGHT EMPERADOR MARBLE TILES 18MM THICK. M.D.F WOOD WITH WALNUT VENEER, MEDIUM FINISH 18MM THICK. M.D.F WOOD WITH ZEPRA VENEER, MEDIUM FINISH 10 MM PLAYWOOD WITH WALNUT VENEER, MEDIUM FINISH SOLID WALNUT WOOD, MEDIUM FINISH BRUSHED STAINLESS STEEL – HAIR LINE FINISH WALL PAPER TO MATCH ROOM COLOR SCHEME WALL PAPER TO MATCH ROOM COLOR SCHEME LEATHER PANELS - COLOR TO MATCH ROOM COLOR SCHEME 6MM THICK. TEMPERED SANDBLASTED GLASS PRINTED GRAPHIC SHEETS BARRISOL STRETCH SHEETS 300X200MM PORCELAIN TILES GRP LINING PAINTED GYPSUM BOARD CLADDING - COLOR (NCS-S1005-Y50R) PAINTED GYPSUM BOARD CLADDING - COLOR (NCS-S1040-Y) PAINTED GYPSUM BOARD CLADDING - COLOR (NCS-S1050-R90B) SOLID ZEPRA MEDINM FINISH WOOD PLASTIC COMPOSITE - ZEPRA WOOD FINISH WOOD PLASTIC COMPOSITE - WOLNUT WOOD FINISH 450X900X20 MM. LIGHT EMPERADOR MARBLE 450X900X20 MM. DARK EMPERADOR MARBLE 4MM THICK. MDF WOOD WITH ZEPRA VENEER 300X600X20MM POLISHED LIGHT EMPERADOR MARBLE TILES

WALLS

150

1800

2900

2400

EQ

W12

FINISHES LIST SKIRTINGS

S01 S02 S03 S04 S05 S06 S07 S08

W

EQ

2600

2900

AR-430-00

DN

1000

4100

1000

100

H.O/M.A

100

ISSUE

S02

AR-430-00

4

LOGO DETAIL

AR-430-00

SECTION DETAIL

DATE

O.M

M.I

DRAWN CHECK. QA/QC

OWNER

1 : 20

N.t.S W17

1 : 50

B

2600

2700

PROJECT MANAGEMENT\ CONSTRUCTION MANAGEMENT

A

100

TYPICAL CORRIDOR-T1-18F,19F,20F-ELE-(A)

14

SAND PLASTED GLASS

W12

CLEAR GLASS

W12

15 AR-430-00

3 BASEMENTS+ GROUND + 6 PODIUM + TOWER-1 ( 21 FLOORS + ROOF + MECH ) + TOWER-2 ( 37 FLOORS + ROOF + MECH )

KEYPLAN N.T.S

750

DRAWING TITLE

500

750

PROJECT DESCRIPTION

1 : 50

AR-430-00

LEAD CONSULTANT 57 AL-JAZEERA ST., BINMAHMOUD / BEHZAD BUILDING, 6th FLOOR TEL: (+974) 4020 37 77 / 88 / 99 FAX : (+974) 4020 37 66 P.O BOX1876, DOHA, QATAR. W W W .EHAF.COM

S02

150

1050

(RECEPTION AREA-T1-18F,19F,20F),(HR MANAGER-T1-18F-29),(TYPICAL CORRIDOR-T1-18F,19F,20F)ELEVATION

DRAWING NO.:

PART

AR-430-00 DRAWN BY:

750

1 : 20

900

PARTIAL PLAN DETAIL

2700

12 AR-430-00

2200

AR-430-00

TYPICAL RECEPTION ARE-ELE(C)

50

11

13

DESCRIPTION

CHECKED BY:

NH WOODEN DOOR WITH ZEPRA VENEER FINISH

17 AR-430-00

WOODEN DOOR WITH ZEPRA VENEER FINISH

TYPICAL CORRIDOR-T1-18F,19F,20F-ELE-(B) 1 : 50

VERIFIED BY:

KN APPROVED BY:

NH

FFFF AR-430-00

PERSPECTIVE VIEW

SCALE:

N.t.S

FILE NAME:

KN

As indicated

STAGE:

REVISION:

WD PLOT DATE:

JAN.2018 PROJECT NO.:

321 AR-430-00

212


W09

W07

W09

W09

W09

10 MM THICK GROOVE

W07

W09

W07

W09

W07

W09

W07

LIGHTING FIXTURE

W09

W09

PROJECT NAME AND LOCATION

W07

QEWC TOWERS LUSAIL CITY - MARINA COM 53 ( KAHRAB TOWER )

700

LIGHTING FIXTURE

EQ

150

150

150

150

150

150

150

150

150

150

NORTH

PIN NO.

2900 700

B MIRROR

A

A MIRROR

50

Kiblah

AR-426-00

EQ

750

DN

DN

DN

SOLID ZEPRA WOOD DOOR ARCHITRAVE

TOWER-2 LIFT LOBBY-ELE (A&A MIRROR)

AR-426-00

PARTIAL PLAN DETAIL

KEYPLAN

3

1 : 50

DN

N.T.S

AR-426-00

1 : 50 W09

KEY PLAN

100

50

100

50

1

PLANING NO.

P.V.C LAMINATED GALVANISED STEEL DOOR (FINISH TO MATCH ZEPRA WOOD)

2

AR-426-00

950

50

700 100

EQ

S02

S02

B

50

50

P.V.C LAMINATED GALVANISED STEEL DOOR (FINISH TO MATCH ZEPRA WOOD)

2

100

50

SOLID ZEPRA WOOD DOOR ARCHITRAVE

DN

10 MM THICK GROOVE

10 MM THICK GROOVE

W07

W09

400

100

100

DN

S

100 100

2750

2750

69060093

50

700

750

SOLID WOOD DOOR ARCHITRAVE,WITH WENGY VENEER

4 AR-426-00

TOWER-2 LIFT LOBBY-ELE (B&B MIRROR)

6

1 : 50

AR-426-00

W09

W09

W07

W07

W09

W07

W09

W07

W09

10 MM THICK GROOVE

N.t.S

W07

700

W07

PERSPECTIVE VIEW

170

700

170 750

750

200

170

170

170

170

250

200

OPEN TO CPRRIDOR

700

700

FIRE HOSE CABINET

100 MM POLISHED LIGHT EMPERADOR MARBLE 100 MM POLISHED DARK EMPERADOR MARBLE 100 MM POLISHED SERPEGGIANTE MARBLE 100 MM SOLID WALNUT WOOD BRUSHED STAINLESS STEEL – HAIR LINE FINISH 100 MM EPOXY 100 MM SOLID ZEPRA WOOD 100 MM CREAMA MARFIL MARBLE

W01 W02 W03 W04 W05 W06 W07 W08 W09 W10 W11 W12 W13 W14 W15 W16 W17 W18 W19 W20 W21 W22 W23 W24 W25 W26 W27 W28 W29 W30 W31 W32 W33

WATER BASE PAINT ON CEMENT PLASTER - OFF WHITE COLOR WATER BASE PAINT ON CEMENT PLASTER-COLOR (NCS-S1005-Y50R) WATER BASE PAINT ON CEMENT PLASTER-COLOR (NCS-S1040-Y) WATER BASE PAINT ON CEMENT PLASTER-COLOR (NCS-S1050-R90B) ANTI-CARBONATION PAINT EMULSION PAINT 20MM THICK. POLISHED DARK EMPERADOR MARBLE - CUT TO SIZE 20MM THICK. POLISHED LIGHT EMPERADOR MARBLE - CUT TO SIZE 20MM THICK. POLISHED SERPEGGIANTE MARBLE - CUT TO SIZE 600X600X20MM POLISHED LIGHT EMPERADOR MARBLE TILES 18MM THICK. M.D.F WOOD WITH WALNUT VENEER, MEDIUM FINISH 18MM THICK. M.D.F WOOD WITH ZEPRA VENEER, MEDIUM FINISH 10 MM PLAYWOOD WITH WALNUT VENEER, MEDIUM FINISH SOLID WALNUT WOOD, MEDIUM FINISH BRUSHED STAINLESS STEEL – HAIR LINE FINISH WALL PAPER TO MATCH ROOM COLOR SCHEME WALL PAPER TO MATCH ROOM COLOR SCHEME LEATHER PANELS - COLOR TO MATCH ROOM COLOR SCHEME 6MM THICK. TEMPERED SANDBLASTED GLASS PRINTED GRAPHIC SHEETS BARRISOL STRETCH SHEETS 300X200MM PORCELAIN TILES GRP LINING PAINTED GYPSUM BOARD CLADDING - COLOR (NCS-S1005-Y50R) PAINTED GYPSUM BOARD CLADDING - COLOR (NCS-S1040-Y) PAINTED GYPSUM BOARD CLADDING - COLOR (NCS-S1050-R90B) SOLID ZEPRA MEDINM FINISH WOOD PLASTIC COMPOSITE - ZEPRA WOOD FINISH WOOD PLASTIC COMPOSITE - WOLNUT WOOD FINISH 450X900X20 MM. LIGHT EMPERADOR MARBLE 450X900X20 MM. DARK EMPERADOR MARBLE 4MM THICK. MDF WOOD WITH ZEPRA VENEER 300X600X20MM POLISHED LIGHT EMPERADOR MARBLE TILES

A

C

WALLS

B

100

B MIRROR

FINISHES LIST SKIRTINGS

S01 S02 S03 S04 S05 S06 S07 S08

W

S02

P.V.C LAMINATED GALVANISED STEEL DOOR (FINISH TO MATCH ZEPRA WOOD)

DN

P.V.C LAMINATED GALVANISED STEEL DOOR (FINISH TO MATCH ZEPRA WOOD)

S02

H.O/M.A

S02

11

SOLID ZEPRA WOOD DOOR ARCHITRAVE

7 AR-426-00

ISSUE

DESCRIPTION

DATE

O.M

M.I

DRAWN CHECK. QA/QC

AR-426-00

TOWER-1 LIFT LOBBY-ELE (A)

OWNER

1 : 50

10 MM THICK GROOVE

W07

W09

W09

W07

W09

W07

W09

W09

W07

10 MM THICK GROOVE

W09

W07

100

170

170

170

170

170

170

170

170

100

700

KEYPLAN N.T.S

PROJECT MANAGEMENT\ CONSTRUCTION MANAGEMENT

700

700

2900

700

100

100

100

100

700

8 AR-426-00

700

LEAD CONSULTANT 100

57 AL-JAZEERA ST., BINMAHMOUD / BEHZAD BUILDING, 6th FLOOR TEL: (+974) 4020 37 77 / 88 / 99 FAX : (+974) 4020 37 66 P.O BOX1876, DOHA, QATAR. W W W .EHAF.COM

P.V.C LAMINATED GALVANISED STEEL DOOR (FINISH TO MATCH ZEPRA WOOD)

S02

9

SOLID ZEPRA WOOD DOOR ARCHITRAVE

PROJECT DESCRIPTION

TOWER-1 LIFT LOBBY-ELE (C) 1 : 50

W07

LIGHTING FIXTURE

10 MM THICK GROOVE

3 BASEMENTS+ GROUND + 6 PODIUM + TOWER-1 ( 21 FLOORS + ROOF + MECH ) + TOWER-2 ( 37 FLOORS + ROOF + MECH )

LIGHTING FIXTURE

550

AR-426-00

S02

P.V.C LAMINATED GALVANISED STEEL DOOR (FINISH TO MATCH ZEPRA WOOD)

SOLID ZEPRA WOOD DOOR ARCHITRAVE,

(TOWER1)&(TOWER2)-TYPICAL LIFT LOBBY ELEVATION

700

700

100

DRAWING TITLE

100

100

50

550

700

12

50

50 50

750

750

EQ

EQ

950

EQ

AR-426-00

PERSPECTIVE VIEW

DRAWING NO.:

N.T.S

100

DRAWN BY:

Author P.V.C LAMINATED GALVANISED STEEL DOOR (FINISH TO MATCH ZEPRA WOOD)

SOLID ZEPRA WOOD DOOR ARCHITRAVE

10 AR-426-00

VERIFIED BY:

1 : 50

Designer

S02

TOWER-1 LIFT LOBBY-ELE (B&B MEIRROR )

11 AR-426-00

PARTIAL PLAN DETAIL 1 : 50

PART

AR-426-00

SCALE:

FILE NAME:

CHECKED BY:

Checker APPROVED BY:

Approver

As indicated

STAGE:

REVISION:

WD PLOT DATE:

JAN.2018 PROJECT NO.:

321 AR-426-00

213


W24

W21

W21

W21

W24

PROJECT NAME AND LOCATION

QEWC TOWERS LUSAIL CITY - MARINA COM 53 ( KAHRAB TOWER )

10 MM THICK GROOVE

550

10

11

900

AR-431-00 1450

AR-431-00 B 2100

PIN NO.

69060093

PLANING NO.

Kiblah

C

1700

KEY PLAN

A

4385

3105

2670

NORTH Kib lah

W21

DN

DN

2200

6220

4200

DN

4300

DN

RETAIL-KEY PLAN

100

8900

2300

3

DN

N.T.S

AR-431-00

S05

DN

TYPICAL RETAIL ELEVATOR ENTRANCE-ELE(B)

2

1 : 50

S

4000

1300

2500

AR-431-00

10 MM THICK GROOVE

W15

6

PERSPECTIVE VIEW N.t.S

EQ

6750

2345

1950

2400

EQ

AR-431-00

9 AR-431-00

EQ

TYPICAL RETAIL ELEVATO ENTRANCE-PARTIAL ELE(C)

4

EQ

EQ

S05

100

1 : 50

AR-431-00

8

PERSPECTIVE VIEW

100 MM POLISHED LIGHT EMPERADOR MARBLE 100 MM POLISHED DARK EMPERADOR MARBLE 100 MM POLISHED SERPEGGIANTE MARBLE 100 MM SOLID WALNUT WOOD BRUSHED STAINLESS STEEL – HAIR LINE FINISH 100 MM EPOXY 100 MM SOLID ZEPRA WOOD 100 MM CREAMA MARFIL MARBLE

W01 W02 W03 W04 W05 W06 W07 W08 W09 W10 W11 W12 W13 W14 W15 W16 W17 W18 W19 W20 W21 W22 W23 W24 W25 W26 W27 W28 W29 W30 W31 W32 W33

WATER BASE PAINT ON CEMENT PLASTER - OFF WHITE COLOR WATER BASE PAINT ON CEMENT PLASTER-COLOR (NCS-S1005-Y50R) WATER BASE PAINT ON CEMENT PLASTER-COLOR (NCS-S1040-Y) WATER BASE PAINT ON CEMENT PLASTER-COLOR (NCS-S1050-R90B) ANTI-CARBONATION PAINT EMULSION PAINT 20MM THICK. POLISHED DARK EMPERADOR MARBLE - CUT TO SIZE 20MM THICK. POLISHED LIGHT EMPERADOR MARBLE - CUT TO SIZE 20MM THICK. POLISHED SERPEGGIANTE MARBLE - CUT TO SIZE 600X600X20MM POLISHED LIGHT EMPERADOR MARBLE TILES 18MM THICK. M.D.F WOOD WITH WALNUT VENEER, MEDIUM FINISH 18MM THICK. M.D.F WOOD WITH ZEPRA VENEER, MEDIUM FINISH 10 MM PLAYWOOD WITH WALNUT VENEER, MEDIUM FINISH SOLID WALNUT WOOD, MEDIUM FINISH BRUSHED STAINLESS STEEL – HAIR LINE FINISH WALL PAPER TO MATCH ROOM COLOR SCHEME WALL PAPER TO MATCH ROOM COLOR SCHEME LEATHER PANELS - COLOR TO MATCH ROOM COLOR SCHEME 6MM THICK. TEMPERED SANDBLASTED GLASS PRINTED GRAPHIC SHEETS BARRISOL STRETCH SHEETS 300X200MM PORCELAIN TILES GRP LINING PAINTED GYPSUM BOARD CLADDING - COLOR (NCS-S1005-Y50R) PAINTED GYPSUM BOARD CLADDING - COLOR (NCS-S1040-Y) PAINTED GYPSUM BOARD CLADDING - COLOR (NCS-S1050-R90B) SOLID ZEPRA MEDINM FINISH WOOD PLASTIC COMPOSITE - ZEPRA WOOD FINISH WOOD PLASTIC COMPOSITE - WOLNUT WOOD FINISH 450X900X20 MM. LIGHT EMPERADOR MARBLE 450X900X20 MM. DARK EMPERADOR MARBLE 4MM THICK. MDF WOOD WITH ZEPRA VENEER 300X600X20MM POLISHED LIGHT EMPERADOR MARBLE TILES

AR-431-00

WALLS

N.t.S

AR-431-00

5

FINISHES LIST SKIRTINGS

S01 S02 S03 S04 S05 S06 S07 S08

W

10 MM THICK GROOVE

DN

H.O/M.A

TYPICAL COLUMN DETAIL

ISSUE

1 : 50

DESCRIPTION

DATE

O.M

M.I

DRAWN CHECK. QA/QC

OWNER

12 AR-431-00 W19

W15

W21

W12

70

RETAIL-ELE(A)

1

W15

70 860

1000

800

700

100

W21

1500

W24

300

1200

200

200 100

1200

200

1100

100

700

100

200 100

600

100 100 300

200

W19

100 600

LEAD CONSULTANT

W12

70

70

100 300 100

1000

75

150

350

LIGHTING FIXTURE

LIGHTING FIXTURE

500

PROJECT MANAGEMENT\ CONSTRUCTION MANAGEMENT

W15

1 : 50

AR-431-00

550

AR-431-00 550

1 : 50

PERSPECTIVE VIEW N.t.S

100

PROJECT DESCRIPTION

VAR

100

3 BASEMENTS+ GROUND + 6 PODIUM + TOWER-1 ( 21 FLOORS + ROOF + MECH ) + TOWER-2 ( 37 FLOORS + ROOF + MECH )

W21

RETAIL AREA ELEVATIONS

100

50 50

EQ

100 550

50

50

DRAWING NO.:

150 50

DRAWN BY:

100 150

100

AR-431-00

TYPICAL RETAIL ELEVATOR PARTIAL PLAN 1 : 50

Author

W12 300

EQ

50

AR-431-00

1400

150

10

PART

550

50

50

50

50

50

50

EQ

50

50

50

50

100

DRAWING TITLE

1400

AR-431-00

13

SECTION(1)

EQ

9

57 AL-JAZEERA ST., BINMAHMOUD / BEHZAD BUILDING, 6th FLOOR TEL: (+974) 4020 37 77 / 88 / 99 FAX : (+974) 4020 37 66 P.O BOX1876, DOHA, QATAR. W W W .EHAF.COM

11 AR-431-00

RETAIL HANDRAIL DETAIL 1 : 20

VERIFIED BY:

Designer

12 AR-431-00

SECTION(1) 1 : 20

14 AR-431-00

PERSPECTIVE VIEW N.t.S

SCALE:

FILE NAME:

CHECKED BY:

Checker APPROVED BY:

Approver

As indicated

STAGE:

REVISION:

WD

Rev-00

PLOT DATE:

JAN.2018 PROJECT NO.:

321 AR-431-00

214


Design Projects Tourism Police H.Q. - South Sainai - Egypt Central Sequrity Forces H.Q. - Cairo - Egypt Ezdan Holding Company - Doha - Qatar

D


Tourism Police H.Q. - South Sainai - Egypt

216


Central Sequrity Forces H.Q. - Cairo - Egypt

217


Central Sequrity Forces H.Q. - Cairo - Egypt

218


Ezdan Holding Company - Doha - Qatar

219


Ezdan Holding Company - Doha - Qatar

220


Thank you for your time reviewing my portfolio....

References furnished upon request...

“We are what we repeatedly do. Excellence then, is not an act, but a habit.� - Aristotle


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