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
0°
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
0°
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
5°
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
9°
+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
9°
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