PORTFOLIO + C.V Shady A.Azeem
Portfolio Shady A.Azeem
Personal Information
Index
1.00
1.00
Product designs
1.30
6.85
0.60
32 38
46
62 68
78
0.55 +
2005 High school Diplomat Manarat language school Qassim ,Saudi Arabia Final Grade: Excellent WORK EXPERIENCE
8.2016 I 12.2016 Junior Architect Peter Ruge Architekten , Germany Designing ,technical drawings , Visualization and post production 0.20 0.55
F.F.L
0.60
18 26
2005-2011 B.Sc. of Architecture Ain Shams University , Cairo , Egypt Final Grade: Very good with honour Graduation, Project Grade : Excellent
3.60
5.05
0.80 2.20
3.50
3.00
4.05 0.70 0.90
12
86
92 98
7.2012 I 9.2014 Junior Architect Hussini Consultant Engineers , Saudi Arabia Designing ,completing technical drawings , prepare tender documents , meet clients and managing construction stages 12.2011 I 6.2012 Construction Engineer Concept for Constructions , Egypt Applied technical drawing, controlling quality and scheduled quantities. 7.2010 I 9.2010 Inter Architect Hussini Consultant Engineers , Egypt Drafting and coordinating drawing.
002
Languages I Arabic English German
Softwares skills I AutoCad 3D StudioMax + V-ray Adobesuite Rihno Grasshopper Revit ` Dynamo EDUCATION Vector wovrk 2014-2016 Master of Architecture in Architecture (M.A) Sketchup Lumion Dessau International Architecture Graduate School (Bauhaus) , Dessau, Germany Microsoft Office Hochshule Anhlat University of Applied Science. Master in Research facilities Design , Final Grades , 1.9 ( German System ) .
0.50
1.55 0.50 0.80 2.20 0.60
06
Shady Abdelazeem Abdelaziz Abdelazeem 4 Bernkaslter street I 12247 Berlin I Germany +49/015784933582 I +201094242220 shadyazeem@gmail.com 31/07/1988 Egyptian
0.20
0.20
0.20
1.00
academic Projects
1.55
2.75
1.00 0.20
0.20
1.00
professional Projects
Name I Adress I Telephone I Email I Date of Birth I Nationlaty I
PERSONAL SKILLS Mother tongue Full professional proficiency Limited working proficiency (B1) Excellent Excellent Excellent Excellent Excellent Excellent Excellent Excellent Excellent Verygood Excellent
Workshops
2015 2013 2013 2011
Computioanal Workshop DIA/ Dessau , Germany , Coordinator and Teching Assistant at Xotech Emotion MagLAB , Ain Shams University , Cairo , Egypt http://xotechworkshop.wordpress.com/author/rhinobsession/ MAGLAB - Responsive Architetcure Worshkop MAGLAB , Bremnah , Lebanon ALgorithmic Workshop Encode , Alexandria , Egypt Competitions
2011 Participated in The Omrania |CSBE Student Award for Excellence in Architectural Design www.csbe.org, 2011 Participated in beltline project in Atlanta, USA Cross Cultura Project between Clemson University and Ain Shams University as a graduation project . 2013 Participated in Tabarak competition Participated with office in K.S.A in palace design participating in the design and the detailing of the building
Portfolio Shady A.Azeem
professional projects
004
Portfolio Shady A.Azeem
Cordba Mosque Project Contemprary Najed style Mosque Designer - Shady Abdelazeem Drafter - Shehbahs Ahmed
006
Consultant - Abdelazeem Abdelaziz Year - 2013
Civil Enginer - Abdelaziz El-Hussini Location - Buridah , Qassim , K.S.A
Portfolio Shady A.Azeem
Layout
Scond Floor Plan
Men’s Entrance Women’s Enrtance Imam’s Entrance Imam’s Prayer Zone Main Prayer Area Second Prayer Area Bathrooms
Master Plan 008
Portfolio Shady A.Azeem
010
Portfolio Shady A.Azeem
tabark residential project Designer teams - S hady Abdelazeem , Omar Akl , Ahmed Eid and Mohamed Ibrahim client - Tabark Holding Realstate Year - 2013 Location - Cairo , Egypt
012
Portfolio Shady A.Azeem
014
Portfolio Shady A.Azeem
016
Portfolio Shady A.Azeem
cybernetic circus exhibition Team : Djmalia - Mohamed Eid - Tino- Eliot - Nancy - Jorg - Ivan - Bardhy - kamila - Lora Shady - Markus - Alan - Biana - Bianka - Martin - Elina Year - 2016
018
Location - Dessau - Germany
Supervision : Liss Werner
Portfolio Shady A.Azeem 19.565 P.O.R 1
P.O.R 2
P.O.R 3
B
*Legend: P.O.R= Point of Reference (5 in total)
0.5
b
Refer To Drawing
0.27
a 0.5
1.045
Emergency Exit
0.65
SPACE b
0.33
A
CLUSTER CONFIG. 1
2.185
*Note:
2.04
1.14
ENTRANCE
a b
C_001
CLUSTER CONFIG. 2
Projection Content Refer to Sheet no. ......
SPACE C_002
All Dimension Explains Distance between P.O.R and Module's corner
PROJECTION 3
a
a
UNOBSTRUCTED EXIT
CLUSTER CONFIG. 3
3.505
1.715 b
b
THE SCISSORS 1.05
4.15
a
P.O.R 5
P.O.R 4
CORRIDOR
0.495 a
a
5M X 5M PERFORMANCE SPACE
b
CLUSTER CONFIG. 1
N
8.05
3.065
2.86
NICHE
1.76
2.335
1.375
5.035
C_003 2.655
A/V CENTRAL CONTROL
1.195
1.8
8.085
7.51
1.575
CLUSTER CONFIG. 2
CLUSTER CONF
CLUSTER CONFIG. 5
b
CLUSTER CONFIG. 4
C_005
5.735
0.795
b
a
C_004
3.785
1.22
SPACE
*Legend:
GRUNDRISS 2. OBERGESCHOSS NTS
PROJECTION 2
SPACE
Face On The Ground Hidden Line
Project For: BAUHAUSFEST 09.2016 B
At: BAUHAUSGEBÄUDE DESSAU _WERKSTATTFLÜGEL
14.7 10
DESSAU INTERNATIONAL ARCHITECTURE _HOCHSCHULE ANHALT
020
AC VIII: KINAESTHETIC CYBERNETIC CIRCUS _Proposed Stage Design
5
1:75
KEY PLAN
4
3
Date Dwg No Rev No
2
1
: 11 July 2016 : A_000 :-
0
CLUSTER CONFIG. 1
CLUSTER CONFIG. 2
CLUSTER CONFIG. 3
CLUSTER CONFIG. 4
CLUSTER CONFIG. 5
Portfolio Shady A.Azeem
106
75
106
168 102
84 38
022
84
Portfolio Shady A.Azeem
024
Portfolio Shady A.Azeem
qassim dates factory Designer - Kling Consult Year - 2014
026
Constlant Architect :Abelazeem Abdelaziz Location - Qassim , K.S.A
Project Architect: Shady Abdelazeem Software Program - Revit , Autocad
Portfolio Shady A.Azeem
028
GFL-01
RS 01 GFL-29
W 01
100,00 m²
CONCEALED FASTENER FLAT PANEL 50mm
COLD STORAGE 12
F1
D
PURLIN/ ANGLE panel sub-structure
100
1
250
+ 0.35
75
F1
125
GALVANIZED DRIP SHEET CONCRETE KERB
200 mm R.C. SLAB (see structural drawings) F1
F1: 3-5mm MMA FLOORING
50
50 770
75
± 0.00 FFL ± 0.00 SSL
GALVANIZED COVER SHEET
RAMP WITH-1.499 5% SLOPE -1.560
-1.00
-1.560 FFL INSULATION (Styrofoam)
GFL-01
-1.711
GRADE BEAM
COVERING PAPER
50 mm RIGID INSULATION
W 01
GALVANIZED STEEL BRACKET
(Styrofoam)
ANCHOR: SCREW+NYLON PLUG VAPOR BARRIER 150 mm BLIND CONCRETE COMPACT SUB-BASE STUB COLUMN (Waterproofing as per specification)
CW 15
A-405_2
01
111900
19524
ALL_A201_0
111900
ALL_A302_0
BACKFILL
SLOPE 2%
SECTION E-E SCALE 1:200
SOIL
STEEL BRACKET 100/250/1mm. GALVANIZED . STEEL PLATE ANCHOR BOLTS (As per structural requirements) COVERING PAPER 50 mm RIGID INSULATION VAPOR BARRIER 150 mm BLIND CONCRETE COMPACT SUB-BASE STUB COLUMN BACKFILL EARTH
ELEVATION SOUTH SCALE - 1.05 PAVEMENT 1:200
01
RS 01 GFL-29
09
111900
111899
53400
92360
100,00 m²
+ 0.35 50 125
(See Floor Type 1, ALL_A603_0)
50 770
75
OUTSIDE
SECTIONAL DOOR TO CORRIDOR 04
75
± 0.00 FFL ± 0.00 SSL
± 0.00 FFL ± 0.00 SSL
F1
± 0.00 FFL ± 0.00 SSL
F1
CONCEALED FASTENER FLAT PANEL 50mm
STEEL PLATE ANCHOR BOLTS (As per structural requirements)
ELASTIC SEALING BAND
GALVANIZED COVER SHEET
EPOXY COATED SURFACE SLOPE 5%
4400
-1.00
CORRIDOR
F1: 3-5mm MMA FLOORING
GALVANIZED DRIP SHEET
CONCEALED FASTENER FLAT PANEL 50mm
RAMP 250 mm R.C. CONCRETE
FACADE CONCRETE PAINT FINISH
125
F1
STEEL BRACKET 100/250/1mm. GALVANIZED . STEEL PLATE ANCHOR BOLTS (As per structural requirements) COVERING PAPER 50 mm RIGID INSULATION VAPOR BARRIER 150 mm BLIND CONCRETE COMPACT SUB-BASE STUB COLUMN BACKFILL EARTH
COVERING PAPER 50 mm RIGID INSULATION (Styrofoam) GALVANIZED STEEL BRACKET
GRADE BEAM
ANCHOR: SCREW+NYLON PLUG VAPOR BARRIER 150 mm BLIND CONCRETE COMPACT SUB-BASE STUB COLUMN (Waterproofing as per specification) BACKFILL
SLIDING DOOR SD10 (See Steel Door schedule, plan ALL_A611_0)
PAVEMENT SLOPE 2%
- 1.05
300 SOIL
250
4612
STEEL PLATE ANCHOR BOLTS (As per structural requirements)
+5.170 TOC
A-411
75
INSULATION (Styrofoam)
6.2
142600 142600
F1
± 0.00 FFL ± 0.00 SSL
F1
200 mm R.C. SLAB (see structural drawings)
50
770
GALVANIZED DRIP SHEET CONCRETE KERB
200 mm R.C. SLAB (see structural drawings) F1
50
STEEL COLUMN 2 (838x292x226 UB) ONLY ON NODES 8A, 8D, 9A, 9D, 21A, 21D, 22A and 22D (see structural drawings)
200mm GRAVEL
-0.60
± 0.00 FFL ± 0.00 SSL
50
OUTSIDE
SECTIONAL DOOR TO CORRIDOR 04
75
+ 0.35
STEEL COLUMN SC1 (See structural drawings)
CONC. KERB F1 : 3-5mm MMA FLOOR
(See Floor Type 1, ALL_A603_0)
SEALING TAPE
200 mm MASONRY WALL (On thresholds to cold storage area, built between steel columns to support access/escape doors)
+ 0.35
125
(See Floor Type 1, ALL_A603_0)
75
851
50
(See Floor Type 1, ALL_A603_0)
200 mm R.C. SLAB (see structural drawings)
50
770
20 mm PS SEALANT
CONC. KERB F1 : 3-5mm MMA FLOOR
20 mm PS SEALANT CONC. KERB
50
RESTRAINING STEEL ANGLE welded to the steel column
STEEL COLUMN SC1 (See structural drawings)
INSULATION (Styrofoam)
6324
±0.00 FFL -0.10 SSL
PUMP ROOM ±0.00
PURLIN / ANGLE Panels Sub-structure
D
WALLS: CONCEALED FASTENER FLAT PANEL 50mm
04
7
TREATED WATER TANK 1
COLD STORAGE 9
50
20 mm PS SEALANT CONC. KERB
EPOXY COATED SURFACE SLOPE 5%
WALLS: CONCEALED FASTENER FLAT PANEL 50mm
20 mm PS SEALANT
RAMP 250 mm R.C. CONCRETE
STEEL COLUMN SC1 (See structural drawings)
D
PURLIN/ ANGLE panel sub-structure
250
250
200mm GRAVEL
COLD STORAGE 12
INSULATION (Styrofoam)
COLD STORAGE DETAIL STEEL BRACKET
PURLIN/ ANGLE panel sub-structure
GROUND BEAM TO STREET LEVEL (See structural drawings)
A
OUTSIDE
A-476
A-411
111900
GROUND BEAM TO STREET LEVEL (See structural drawings)
20000
STORE +3.80
4000
±0.00 FFL -0.10 SSL
6.1
VOID
+5.12
3000 1000
9814
3500
3500
±0.00 FFL ±0.00 SSL
11155
+7.12
160
A-411
18000
GALVANIZED DRIP SHEET
11155 11702
200
3500
160
3000
200
4932
180
+5.12
10024
200
5000
400
2346
200
5000
±0.00
±0.00 FFL ±0.00 SSL
-88.41
-1.499
180
7000
11000
11000
8970
11000
5 A-411
-1.560
200
2500
400
MEP CHILLERS TO BE CONFIRMED
±0.00
SEALING TAPE
+8.79
ROOF SANDWICH PANELS FACADE SANDWICH PANELS
75
5°
PLOT BOUNDARY
+8.79
50
+12.00
1 A-447
5°
50
3056
5°
FUTURE EXPANSION
CONCEALED FASTENER FLAT PANEL 50mm
+15.00
5°
COLD STORAGE
762x267x197 UB STEEL COLUMN (SC1, see struct. drawings)
1 A-447
DETAIL STEEL BRACKET
STEEL COLUMN SC1 (See structural drawings)
51964 +15.00
A
PURLIN/ ANGLE panel sub-structure
1
09
100
A-405_2
OUTSIDE
CW 15
GATE BUILDING
CORRIDOR
762x267x197 UB STEEL COLUMN (SC1, see struct. drawings)
Portfolio Shady A.Azeem
300
01 ALL_A310_5
02
EXTERIOR / COLD STORAGE DOUBLE WALL SCALE 1:10
ALL_A310_5
COLD STORAGE / EXTERIOR DOUBLE WALL FACADE TO RAMPS. AXIS D, 1-6, 24-29 SCALE 1:10
ROLLER SHUTTER RS01
(See Steel Door schedule plan, ALL_A611_0)
01 ALL_A310_5
+15.00
02
EXTERIOR / COLD STORAGE DOUBLE WALL SCALE 1:10
+15.00
ALL_A310_5
COLD STORAGE / EXTERIOR DOUBLE WALL FACADE TO RAMPS. AXIS D, 1-6, 24-29 SCALE 1:10
+12.00
ROOF SANDWICH PANELS
MEP CHILLERS TO BE CONFIRMED
+7.50
+7.50
FACADE SANDWICH PANELS
± 0.00 FFL ± 0.00 SSL
6975
34976
+7.50
ALL_A302_0
+13.12 +12.00
+8.00
+7.50
PLOT BOUNDARY
+5.170 TOC
STUB COLUMN (Waterproofing as per specification)
+8.00
FACADE CONCRETE PAINT FINISH
7
2.0
A-411
A-411
-1.560 FFL -1.560 SSL
-1.560
-1.499
-1.06
-1.20
2.1
-1.43
50
100 1
1
100
± 0.00 FFL ± 0.00 SSL
824
50
F2 SEALANT GUTTER
250
F2
STEEL BRACKET 100/250/1mm. GALVANIZED . STEEL PLATE ANCHOR BOLTS (As per structural requirements) COVERING PAPER 50 mm RIGID INSULATION VAPOR BARRIER 150 mm BLIND CONCRETE COMPACT SUB-BASE BACKFILL EARTH
COVERING PAPER GALVANIZED STEEL BRACKET 50 mm RIGID INSULATION (Styrofoam) ANCHOR: SCREW+NYLON PLUG VAPOR BARRIER 150 mm BLIND CONCRETE COMPACT SUB-BASE BACKFILL
100
1
100
20 mm PS SEALANT SPRAY PURFOAM CONC. KERB
20 mm PS SEALANT CONC. KERB
CONC. KERB + 0.35
F1
50
F1
276 75
75
50
34
34
125
20
±0.00
824
50
F2
± 0.00 FFL ± 0.00 SSL
CONCEALED FASTENER FLAT PANEL 50mm
± 0.00 FFL ± 0.00 SSL
± 0.00 FFL ± 0.00 SSL F1
SEALANT GUTTER
-1.43
-1.43
-1.00
-1.43
-1.20
-1.33
66025
31550
14450
ALL_A310_5
10575
ALL
A
201 0
11
INTERIOR WALL BETWEEN COLD STORAGES COLUMN WRAPPING CUT SCALE 1:10
QDF- Qassim Dates Factory Qassim, Kingdom of Saudi Arabia
03 ALL_A201_0
ELEVATION NORTH SCALE 1:200
ARCHITECTURAL SECTIONS E-E, F-F
04 ALL_A310_5
20mm PS SEALANT
60 50
STEEL COLUMN SC2 IN CORRIDORS SCALE 1:10 NODES 8A, 8D, 9A, 9D,21A, 21,22A and 22D
102
250
F2
200 mm MASONRY WALL (On thresholds to cold storage area, built between steel columns to support access/escape doors)
CONCRETE KERB
200 mm R.C. CONCRETE (see structural drawings) VAPOR BARRIER 50 mm BLIND CONCRETE COVERING PAPER STEEL ANGLE COMPACT SUB-BASE STUB COLUMN BACKFILL
F1
F1
RESTRAINING STEEL ANGLE welded to the steel column
PURLIN / ANGLE Panels Sub-structure
SEALING BAND STEEL COLUMN SC2 (see struct. drawings) CONCEALED FASTENER FLAT PANEL 50mm
STEEL PLATE ANCHOR BOLTS (As per structural requirements) STUB COLUMN (Waterproofing as per specification)
851
50
COLD STORAGE 12
D 50
COVERING PAPER GALVANIZED STEEL BRACKET 50 mm RIGID INSULATION (Styrofoam) ANCHOR: SCREW+NYLON PLUG VAPOR BARRIER 150 mm BLIND CONCRETE COMPACT SUB-BASE BACKFILL
STEEL BRACKET 100/250/1mm. GALVANIZED . STEEL PLATE ANCHOR BOLTS (As per structural requirements) COVERING PAPER 50 mm RIGID INSULATION VAPOR BARRIER 150 mm BLIND CONCRETE COMPACT SUB-BASE BACKFILL EARTH
200 mm R.C. CONCRETE (see structural drawings) VAPOR BARRIER 50 mm BLIND CONCRETE COVERING PAPER STEEL ANGLE COMPACT SUB-BASE STUB COLUMN BACKFILL
CORRIDOR 4 F1
±0.00
-1.43
+ 0.71
20mm PS SEALANT
200 mm R.C. SLAB (see struct. drawings)
200 mm R.C. SLAB (see structural drawings)
50
F2 : 3-5mm MMA FLOORING
(See Floor Type 2, ALL_A603_0)
PROTECTION PIPE
+ 0.35
20
(See Floor Type 1, ALL_A603_0)
PURLIN/ ANGLE panel sub-structure
102
± 0.00 FFL ± 0.00 SSL
± 0.00 FFL ± 0.00 SSL F1
254x254x132 UB SC3
A-411
142600
030
34
WALLS: CONCEALED FASTENER FLAT PANEL 50mm
250
F1 : 3-5mm MMA FLOORING
F1
F1
03 20000
34
250
12
A-411
A-411
±0.00
50 125
20
+ 0.35
20mm PS SEALANT
A-411
3
EMERGENCY DOOR SD01
CONC. KERB + 0.35
F1
4
+2.90
±0.00 -1.711
GATE BUILDING
A-411
+2.90
+ 0.71
(See Steel Door schedule plan, ALL_A611_0)
SECTION F-F SCALE 1:200
STEEL PLATE ANCHOR BOLTS (As per structural requirements)
1
FACADE SANDWICH PANELS
50
F1
06 A-476
75
F1
02
+15.00
168896 +12.00
ROOF SANDWICH PANELS
75
PROTECTION PIPE
83
TREATED WATER TANK 2
50
(See Floor Type 2, ALL_A603_0)
200 mm R.C. SLAB (see struct. drawings)
200 mm R.C. SLAB (see structural drawings)
20
LINTEL SUPPORT STEEL COLUMN
F2 : 3-5mm MMA FLOORING
Qassim, Kingdom of CONC. Saudi Arabia KERB
CONC. KERB
F1
276
415
(See Floor Type 1, ALL_A603_0)
20 mm PS SEALANT SPRAY PURFOAM
20 mm PS SEALANT + 0.35
CONCEALED FASTENER FLAT PANEL 50mm
F1 : 3-5mm MMA FLOORING
12
SC2 (838x292x226 UB) ONLY ON NODES 8A, 8D, 9A, 9D,21A, 21, 22A and 22D (see structural drawings)
D
DETAIL STEEL BRACKET
83
200 3000
3300
5013
-1.14
302 0
PURLIN/ ANGLE panel sub-structure
QDF- Qassim Dates Factory
F1
±0.00
A
COLD STORAGE 12
DETAIL STEEL BRACKET
30x60 BEAM. see structural drawings (Waterproofing as per specification)
5213 4000
3000
3000
5213
3000
4000
±0.00 FFL ±0.00 SSL
+ 0.35
250
ALL
254x254x132 UB SC3
30x60 BEAM. see structural drawings (Waterproofing as per specification)
19675
+15.00
TREATED WATER TANK 1
ELEVATION EAST SCALE 1:200
+5.12 FFL
+4.30 FFL +4.20 SSL
±0.00 FFL -0.10 SSL
ALL_A201_0
500
±0.00
3000 1000
3000
200
±0.00 FFL ±0.00 SSL
-1.14
+3.70
300
VOID
3000
VOID
3000
VOID
6961
1000
VOID
9513
VOID
02
+7.50
WALLS: CONCEALED FASTENER FLAT PANEL 50mm
A
CONCEALED FASTENER FLAT PANEL 50mm
142600
+8.00
250
350
142600
SC2 (838x292x226 UB) ONLY ON NODES 8A, 8D, 9A, 9D,21A, 21, 22A and 22D (see structural drawings)
D
DETAIL STEEL BRACKET
DETAIL STEEL BRACKET
(See Floor Type 1, ALL_A603_0)
(See Steel Bump guard Detail, ALL_986_0)
COLD STORAGE 12
50
111900
A
CONCEALED FASTENER FLAT PANEL 50mm
+12.00
(See Floor Type 1, ALL_A603_0)
53050
5530
+12.00
5450
5000
53400
4000
20000
111900
A-411
CONCEALED FASTENER FLAT PANEL 50mm
F1 : 3-5mm MMA FLOORING
6.2
18000
254x254x132 UB STEEL COLUMN (SC3. see structural drawings)
15067
COLD STORAGE 12
COLD STORAGE 12
F1 : 3-5mm MMA FLOORING
PROTECTION BOLLARD
COLD STORAGE 11
20000
254x254x132 UB STEEL COLUMN (SC3. see structural drawings)
-1.05
-1.05
350
8250
COLD STORAGE 11
A-411
±0.00
-1.05
1
2.0/1
±0.00 -1.05
CONCEALED FASTENER FLAT PANEL 50mm
7 A-411
±0.00
05 ALL_A310_5
THRESHOLD TO COLD STORAGE AREA SCALE 1:10 INT. WALL TO CORRIDOR. AXIS D, 2-24
03 ALL_A310_5
INTERIOR WALL BETWEEN COLD STORAGES COLUMN WRAPPING CUT SCALE 1:10
04 ALL_A310_5
STEEL COLUMN SC2 IN CORRIDORS SCALE 1:10 NODES 8A, 8D, 9A, 9D,21A, 21,22A and 22D
± 0.00 FFL ± 0.00 SSL
Portfolio Shady A.Azeem
F U T U R E
1 5 . 0 0
M T S .
W I D E
43.60
S E C O N D A R Y
S T R E E T
43.60 MTS PROPERTY LINE
17
16
15
14
13
12
11
10
P A R K I
0 2.5
N
0 2.5
0 2.5
G
8
9
7
0 5.0
0 2.5
S
DESCRIPTION
5.30
5.30
Architect Drafter Shady Abelazeem Software Program - Revit , Autocad
27.25 MTS. 0.10 0.50
3.20
2.60
1.50
1.30
1.65
10.53
3.10
2.40
0.60
4.25
0.97
5.40
0.10 0.55
15.75
2.5 0
2.5 0 21
2.5 0 20
6.1 5
22
6.4 4
2.5 0 23
±0.00
-0.20
F.F.L
F.F.L
3.95
24
6.95
25
6.4 4
6.4 4
3.00
6.95
5.00
6.4 4
3.0 0
3.0 0
6.4 4
0 .0
Civil Enginer - Abdelaziz El-Hussini Location - Buridah , Qassim , K.S.A
F.F.L
R3
Designer - Abdelazeem Abdelaziz Year - 2013
-0.20
5.10 8.60 3.70
F.F.L
8.95
1.90
26.85
1.00
T.O.P LEVEL +6.85 +0.60
F.F.L
UP LIGHT
UP LIGHT
4.50
UP LIGHT
+0.60
0.35 0.85 0.60
0.600.85 0.33 1.68 0.20
5.00
-0.20
T.O.C LEVEL +5.95
5.05
3.70
0.20
8.60
5.10
4.00
F.F.L
BARRIER
±0.00 F.F.L
0 3 .5
-0.20 F.F.L
3.60
3.60
TIRE KILLER TIRE KILLER
6.10 16.10
TIRE KILLER
ATM DRIVR-UP
TIRE KILLER
±0.00
5.00
F.F.L
PROPOSED SCECO (VERIFY)
F.F.L
4.20
0 3.5
5.30
-0.20
EXIT
6
5
P A R K I 4
N
3
G
2
-0.20 F.F.L
ENTRY
1
7.00
0.03 2.33 0.50 0.35
1.80 3.20
2.39 2.60
3 0 . 0 0
M T S .
0.20
6.20
1.50
1.30
1.65
W I D E
M A I N
1.80 3.10
1
032
SITE DEVELOPMENT PLAN SCALE
1 : 200
S T R E E T 9.95
2.40
27.72 MTS. 43.60
NCB-A0101-01
27 TOTAL CAR PARKING
0.60
4.25
3.05 5.40
0.35 0.55
57.00
3.30
1.00 3.13
1.05 1.20
22.25 MTS.
16.35
3.30
PROPOSED NCB BRANCH
S E C O N D A R Y
F.F.L
T.O.C LEVEL +4.60
W I D E
11.75
+0.55
3.00
1.05 1.20
22.23 MTS.
57.00
N E I G H B O U R L O T N O . V E R I F Y
T.O.P LEVEL +6.85
6.00
7.63
6.00
26.85
M T S .
1.30
1.50
1 5 . 0 0
0.90
4900
0.10
F.F.L
1.10 0.25
0.10 0.55
+0.60
F.F.L
F U T U R E
±0.00
S T R E E T
T.O.P LEVEL +6.85
7.20
E
W
0 5.0
0 5.0
0 2.5
6.25
6.25
18
4 1.4
0 2.5
19
N
4 1.4
ahly bank project
AREA
PROPERTY LOT
2470.50 M2
GROUND FLOOR
600.30 M2
PARKING SPACES
25 CARS
% 100 % 24.2 %
OF TH E LOT
Portfolio Shady A.Azeem
ELEVATION
27.75 MTS.
2.40
0.60
4.25
1.00
1.00
1.30
0.20
0.20
1.55
1.00
6.85
1.30
0.20
3.60
1.00 0.20
0.20 0.55
3.60
5.05
6.85
5.05 0.80
3.50
0.60
0.20 0.55
2.20 0.60
0.70 0.90
0.60
0.60
0.50
0.60
3.00
1.00 0.20 3.50 0.70 0.90
4.05
0.80
0.50
1.55
0.20
1.00
4.05
0.50 2.20 0.70 0.90
22.25 MTS.
ELEVATION
1 : 30
0.20 1.00
NCB-A0301-01
FASCIA SIGN ELEVATION DETAIL SCALE
1.00
0.05
1.00 0.20
1.00 0.20
0.35 0.55
2
NCB-A0301-01
1 : 100
F.F.L
0.20 1.00 1.00
0.55 +
0.75
ELEVATION
034 2
NCB-A0301-01
REAR ELEVATION ( 2 ) SCALE
1 : 100
6.85
3.00
REAR ELEVATION ( 2 ) SCALE
0.05
3.00 1.00
6.85
4.15 1.00 0.20
0.20
0.60 1.00
3.05 5.40
4.15
+0.00 - F.F.L
0.55 +
0.70 0.80
9.95
1.80 3.10
SCALE
0.60 1.00
1.65
F.F.L
0.70 0.80
1.30
0.60
2.20
7.85
0.05 1.00 1.00 0.20
2.60
1.90
3.05
5.05
6.20 1.50
R5.7 9
0.20
FASCIA SIGN ELEVATION DETAIL
3
WAITING AREA
F.F.L
2.60
4.05
6.85
0.70 0.90
6.00 7.63 1.00
3.30 1.20
3.13
1.05 5.10 8.60 F.F.L
5.05
0.50
0.80
0.20 1.00
6.85
4.05
0.10
2.10 1.05 1.05 2.05 0.53 1.00 0.53 2.14 3.40
-0.20
MAIN ENTRANCE +0.60
4
0.50
1.55 5.00
W
0.60
3
3
0.05 1.00 1.00 0.20
2
1 : 100
0.30
1
SCALE
NCB-A0301-01
6.85
0.50
5.84
FRONT ELEVATION ( 1 )
0.30
0.40
1 : 100
1
0.35 0.85 0.60
4.23
0.40
SCALE
WAITING AREA
1.45
MEN Q-SYSTEM GUARD
0.55 +
3.70
G-02
2.00
3.82
F.F.L
0.40
1.80
4.80
1.00
WAITING AREA
0.55 +
FRONT ELEVATION ( 1 )
NCB-A0301-01
6.45 2.70
1.50 0.19
D
2.23
0.97
4.30
0.75 2.43
2.10 1.80
WAITING AREA
0.35 0.10
0.60 0.53
1
NCB-A0301-01
0.16 0.53 0.07
6.48
1.79
G-12
W
CURRENCY BOARD
1.00
CSR 1
0.300.40
1.65
4.93
2.71
3.53
0.75
D
1.80
0.40
0.10
1.50 5.01
3.53 2.71
1.90
3.14
0.50 0.19 0.33 0.21 0.80 0.97 0.77 0.77 1.20 0.30
2.70
3.00
3.00 1.20
9.10
3.53
PRODUCT WALL
1.80
12.19
1.90 0.80 1.90 10.77 0.80
1.02 0.16 0.07 0.07
CSR 2 G-12
F.F.L
0.76
3.53
0.70
1.47
1.50
2.50
0.97 0.05
1.10
0.97 0.25 1.30
2.50
1.50
2.10 0.97 0.10
0.10
0.90 0.90 1.00 0.70 0.90 1.00 0.70 0.90 1.00 0.70
1.79
CSR 3
WAITING AREA
MEN WESSAM
G-04
G-03
TELLER 5.69
3.79
1.20 1.78
1.00
1.70
2.00
2.40
1.20
0.90
0.87
0.21
+0.55
1.40
CASH VAULT
0.60
+0.00 - F.F.L
DEPUTY 3.00 MANAGER
1.60
1.43
0.50
1.01
R 3.3 5
3.20
F.F.L
G-12
0.60
3.89
F.F.L
3.55
0.50 0.35
0.97
WAITING AREA
1.90
2.03
0.97 0.10
0.33 0.43 0.23
G-01
1.65
2.86
0.80 1.20 0.15
3.10
1.70
2.60 2.60 1.30
0.10
8.94
F.F.L
0.03
1.40
1.20
3.00
0.20 1.27
FLOOR MANAGER
HOSPITALITY ZONE
0.20
G-29
1.83
0.50
2.50
LADIES ENTRANCE +0.60
0.50 1.00
0.35
0.50
4
1.35
D
0.10 2.29
D
G-05
G-11
WAITING AREA 3.22 Q-SYSTEM CURRENCY BOARD D
0.52
D
1.60
OPM
0.97 0.10 D
0.13
G-13
+0.75
1.20
D
3.75
2.01
1.60
1.75
6.85
3
1.40
0.22
0.35 0.14 0.65 0.58 0.65 0.58 0.65 0.58 0.65 ATM ATM ATM 0.22 0.20 0.44 0.22
D
G-06
3.55
2
1.80
1.50
ATM ROOM
ATM
2.60
7.57
3.70
G-10
1.20 2.30 1.10
0.16 0.16 0.91 0.15 1.50 0.15 0.82 D
D
G-22
SHOP 1
G-23
G-09
D
3.40
0.75
1
SHOP 2
4.87
G-15
G-14
CSB
D
G-21
2.57
D
RM
TOILET
HALLWAY
0.97 0.10 1.00 0.10
0.30 0.40
3.01
1.66
4.49
0.30 1.20
9.35 1.79
3.70 0.60 0.85 0.33 1.68 0.20
2.81 D
D
2.74
SHOP 3
3.80
WAITING AREA
SHOP TELLER
D
G-20
3.70
Q-SYSTEM
LADIES HOSPITALITY ZONE 0.10
3.80
3.70
0.73 0.22
4.34
2.21
1.80
CURRENCY BOARD
11.55
1.75JAN
0.90 0.77 0.08
0.10 0.97 D
G-07
D
G-24
1.79
3.52
2.70
3.70
BACK OFFICE
G-08
TEA RM
0.97 0.10 0.10 0.97 D D
ARCHIVE ELECT 2.85 ROOM
3.50
TB
1.60
2.15
COMPUTER ROOM
G-16
3.50 G-18
G-19
1.79 1.01
8.60
2.71
G-30
CSR 1
D
BRANCH MANAGER
0.070.31 0.97 0.10 0.16
WAITING AREA
LADIES
3.52
D
3.80
1.01
2.71
G-30
CSR 2
1.27
D
0.97
1.26
2.15
5.30
3.52
W
3.45
0.97
3.29 1.92
1.01 0.20
2.71
1.05
22.23 MTS.
G-30
0.31
0.97 0.10
WAITING AREA
CSR 3
5.10
ELEVATION
3.77
1.10
G-25
1.93
0.43 0.90 0.070.07 0.13 0.16
G-31
0.97 0.30
0.39 0.30 0.16 1.20
0.20
D
1.20
BRANCH MANAGER
1.20
TELLER
SAFETY DEPOSIT VAULT
0.10
1.00 D 0.10
2.90
3.08
1.46
D
G-28
0.10
2.60
D
3.68
F.F.L
G-17
3.00
2.10
1.10
D
1.20
0.230.43
2.70 1.50
0.90
+0.60
1.20 2.30
0.35 0.90
3.30
G-32
0.16
3.72
2.90
11.75
CURRENCY BOARD WESSAM LOUNGE
2.24
D
2.00
D 0.90
BACK D STORE 0.50 EMERG OFFICE0.97 0.30 EXIT D G-26
0.87 0.10 D
CSB
0.97 0.10 1.20
0.60
7.90
HALLWAY 5.16
2.78
2.40
ARCHIVE 3.00
0.80 2.15
G-35
0.30
2.10
D
G-27
1.22
0.77 0.020.97 0.19
1.90
1.20 0.10 0.87
D
F.F.L
1.80
0.10 0.97 D 0.10 0.97 D 1.60 1.30 G-09
G-34
STORE G-33
1.60
TEA RM
TOILET
3.00
6.00
1.05
1.60
0.86
0.10
JAN1.75 RM
3.40
+0.60
3.00
-0.20 F.F.L
+0.00 - F.F.L
2.75
0.10 0.55
2.20 0.80 0.20 1.55 1.00
5.40
15.75
1.00
4.25
0.60
0.20
2.40
0.97
2.75
10.53
1.00
3.10
0.20
1.65
1.30
1.00
1.50
2.60
0.20
3.20
0.20 1.00
27.25 MTS. 0.10 0.50
1 : 30
Portfolio Shady A.Azeem
PARAPET LEVEL +6.85
PARAPET LEVEL +6.85
0.05
2.09
1.00 1.90
6.85
0.85 F.F.L
0.55 +
0.30 0.85 0.45
1.00
1.40
0.85
3.75
1.90
0.70 0.80
1.80 0.25
1.15 1.40
0.80
0.90
ROOF FLOOR T.O.C LEVEL +4.60
0.25
0.32 0.15 0.78
D 2.90
1.50
1.30 2.90
1.20 0.10 0.70
LIGHTING GROOVE
0.25 0.70
0.70
0.78
0.78
0.90
1.50 1.40
0.25
0.25
1.10
D
0.10
0.85
1.00
SECTION
GROUND FLOOR LEVEL +0.60 SIDEWALK LEVEL ± 0.00 DRIVEWAY LEVEL - 0.15
( A - A )
NCB-A03SCALE 03-01
1 : 100
30
20
5 5mm
10
0.75
D
2.20
1
1.80
0.70 3.68
1.90 3.68
0.70
0.78
0.78 0.32
6.85 1.90 1.60
GROUND FLOOR LEVEL +0.60 SIDEWALK LEVEL ± 0.00
2.24
2.24
ROOFDECK
1.10
ROOF FLOOR T.O.C LEVEL +4.60
1.00
ROOF FLOOR T.O.C LEVEL +5.95
1.00 0.20 1.00 0.05
ROOF FLOOR T.O.C LEVEL +5.95
1
2 8
2
DOUBLE GLAZED TINTED GLASS
SECTION
036
1 : 100
2.85
0.50
2.20
3.30
D
2.90
6.85
2.90
0.73 0.73
0.60
0.10
0.70
0.10
2.00
0.97
D
5.05
4.80 0.38
0.00
ROOF FLOOR T.O.C LEVEL +4.60
1.25
0.20
0.32 0.48 0.40
ROOF FLOOR T.O.C LEVEL +5.95
2.15 0.72
0.79
2.00
0.07
0.72 0.07
D
0.10
1.35 0.10 0.80
2.20
D
0.70
0.79 0.65
0.70
0.70 3.69 2.20
0.70 0.90 ( B - B )
D D
S & R AIR DUCT 34"X24" UP TO PACU-04(15TON)
LOWER ROOF DECK
0.32
2.10
0.20 2.85 6.85 1.20
2
NCB-A03SCALE 03-01
S & R AIR DUCT 26"X18" UP TO PACU-02(7.5TON) 2.10
1.00
S & R AIR DUCT 28"X20" UP TO PACU-03(10TON) Plaster board cieling-Color white (MI-01)
PARAPET LEVEL +6.85
PLASTER BOARD cieling-Color white (MI-01)
Decorative Plaster board cieling -Color white (MI-05)
ROOF FLOOR T.O.C LEVEL +5.95
GROUND FLOOR LEVEL +0.60 SIDEWALK LEVEL ± 0.00
" A "
1.00
Ceiling systems 60(x60cm .) Acoustic microperforated .By Armstrong (MI-03)
ROOF FLOOR T.O.C LEVEL +4.60
SPOT DETAIL
NCB-A0303-01
" B "
0.10
PARAPET LEVEL +6.85
3
SPOT DETAIL
0.07 0.32 0.00 0.72
4
NCB-A0303-01
0.10
12
COMPOSITE ALUMINUM CLADDING
2.90
10
1
GLASS WALL PANEL DOORS
GROUND FLOOR LEVEL +0.60 SIDEWALK LEVEL ± 0.00 DRIVEWAY LEVEL - 0.15
Portfolio Shady A.Azeem
residentail villa project Designer - Shady Abdelazeem Year - 2014
038
Civil Enginer - Abdelaziz El-Hussini Location - Buridah , Qassim , K.S.A
Consultant : Abelazeem Abdelaziz Software Program - Revit , Autocad
Portfolio Shady A.Azeem
040
Portfolio Shady A.Azeem
042
Portfolio Shady A.Azeem
academic projects
044
Portfolio Shady A.Azeem
robosyntax
RESEARCH FACILTIY FOR ARCHITECTURAL ROBOTIC
DIA , Master project, Master of Architecture (M.A), 2015/2016 Studio - Workspaces of 21th centuery
Professor - Krassimir Krastive
Abstruct - This thesis project looks at ways of improving the
2nd Advior - Eric Helter
application will has direct impact on effectiveness of
the
workflow of any kind of topology when dealing with Robots.
research workflow system , so , it means all the architectural
Taking research laboratory design as a case study. This project
elements will change with it ( workflow ) . The system / building
explores multidisciplinary of dealing with complex and
system should be adaptive with predictable and unpredictable
contradicting requirements to the built environment It tries to
changes to build and achieve the space could serve the research
improve the current research lab design workflow how’s deal
workflow‘s needs .
with Robots by proposing an adaptive system enabling adding of new zoning and /or space and improve old design . A method for evaluating and balancing the requirements implied by the three main characters that influence a building of high degree of complexity as Research Lab. Porposal -
This thesis project looks at the problem and
difficulties of research facility and research workflow. The aim is look at latest innovation in the research workflow and the application of robotics in architecture as the evaluation of the space , and try to develop a workflow could a adept with robotics when Robotics adapted for fabrication in architecture . because any kind of Robotics in future will serve or design for architecture
046
Portfolio Shady A.Azeem
Site Location
STRUCTURE - SPACE SYTANX - ROBOTICS RELATIONSHIPS STRUCTURE
SPACE SYNTAX
BUILDING (PROJECT)
048
- Researcher’s requirements mainly define the topology of the building. - Structure requires some needs as supporting points (base structure points ) , loads and the way of extensions. - Robotics requires free safety zone, structure and services. - Building performance define specific structure , materials and construction method - All those requirements are often conflicting leading to contradictory conclusion.
ROBOTIC
Portfolio Shady A.Azeem Layout Daigram
050
Portfolio Shady A.Azeem
40 75
40 60
View Circulation
View Circulation Connectivity
Independency
60
Service /shared area
Independency Service /shared area
90
Connectivity
60
Percentage of Corridor
60
Percentage of Corridor 30 75
45 32
40 60
40
View
60
Circulation
60
Connectivity Independency
View Circulation
60
Connectivity
Service /shared area
60
Percentage of Corridor
Independency Service /shared area
60
45 32
Percentage of Corridor
45 32
052
Portfolio Shady A.Azeem
05
05
05 06
05 08
08
07
Entrance
04
05
Researcher Circulation Diagram
Robotic Circulation
Servies points
03 08
02
01
Entrance 01 CafĂŠ 02 Library 03 Conference Hall 04 lab 05 meeting room 06 Seminars 07 Workshop 08
Researher could use
054
And when they would to extend their lab .
So, these option could give the researcher
Those main factors to use those lab are
Portfolio Shady A.Azeem
Normal structure (Rigid structure ) does not give the opportunity for robotic to climb or walk on it
So, to give the robotic the ability to go up , the structure . is better to be curve
Form
Applied toplogy optimization
Final design porposal
But should be curve form the point will go up from those . point could be corners
056
Also, the beams between the main frames should be curvy as will and on the sides as well
Portfolio Shady A.Azeem
058
Portfolio Shady A.Azeem
060
Portfolio Shady A.Azeem
Opera Culture Center Ain Shams University Studio - First Semester, Graduation year Location Cairo , Egypt
Professor - Ahmed Safwt Aissa
In 1869, Khedive Ismail gave instructions to build an opera house to celebrate the opening of the Suez Canal. It was called Khedivial (Royal) Opera House and was meant as a lasting and outstanding symbol of the arts of drama and music. Designed by Italian architects Avoscani and Rossi, the opera house was completed in six months, in the center of Cairo near the Azbakeya district. October 1971, the opera house burned to the ground. The all-wooden building was quickly consumed, and only two statues made by Mohamed Hassan survived. After the original opera house was destroyed, Cairo was without an opera house for nearly two decades until the opening of the new Cairo Opera House in 1988. The site of the Khedivial Opera House has been rebuilt into multi-story concrete car garage. The square overlooking the building is still called Opera Square (Meidan El Opera)
062
Type - Culture Project
Portfolio Shady A.Azeem
Second Floor Plan
Master Plan
Entrance Museum Cafe & Restaurant Cinema Theater Library Multi Perpose Hall
064
Second Floor Plan
Second Floor Plan
Portfolio Shady A.Azeem
066
Portfolio Shady A.Azeem
isolated frequencies DIA , Second semester , First year , 2015 Studio - Seoul Skyway (overpass)
Professor - Martin Rein-Cano
Type - Culture
Location - Seoul , Korea
Seoul, The capital city of Korea and 3rd metropolitan area in the world , The heart of Seoul consist of 4 zones area Hangandra,Teogyero,malidong and Cheongpodong while they connected by bridge (Seoul Overpass) or (Skyway) as Korean called it . Skyway built in 1970 and has been working until 2014 when government decided to intervention skyway to another facility to be an iconic project abut how to intervention exist infrastructure to achieve other facility the people need .
we had at least 6 different shapes of project which one is the best one to avoid and covering itself from Site’s noise .
So, the main challenge was what kind of projects could build in area as downtown of Seoul . So, When I studied this zone I found there is no quite place or musical place in hear of Korea .So, I decided the best project is to built concert halls in heart of Seoul and create place for people could to isolate themselves from this noisy place as this . The main challenge was to create place avoid noise and movement to be as quieter island in the middle of crazy ocean waves from sound and noise .So, There ware main 3 factor at this project Noise , Environment and structure of skyway . The main force here is noise so the idea is how we could use the force do not fight it .So, the main character of this project should come out of this force and how can use this force to isolate our project from site’s noise .
The program of project is to change this connector t be a small concert halls , workshops ,cafe’ and theater hall to be as culture center at heart of Seoul . Also, To give example how we can use a new Site force not only views and shadows but Site’ noise to create the Project’s form , while the bridge’s length is two 400 hundred meters , the project plot area is just one hundred meters and twenty cantimeters at centrer of the skyway , the more straight area and easily axis-able view from all direction ,Also, Above plaza’s pivot the give users a new experience of anther feeling of how can you see the Site’s sound or by other meaning freeze the site’s sound through Frequencies Centre.
When we talk about noise that is means DB and each DB has its pressure .So, I used this numbers of DB to deform the project form by their pressure . Normally , site as citycenter of Seoul the noise and traffic movement , for those reasons I collected the numbers of DB during the day and used all of them to reshaped the form . from those
068
There area many technique to reflect or deform sounds’ waves , but the effective techniques the diffuse wall .The main idea of Diffuse wall is when the wall has a lot of ups and downs that’s mean the more reflection and deformation of sound’s waves .So, when apply this technique on our form ,we can deicide which for the beat form the reduce the numbers of DB inside the project .
Portfolio Shady A.Azeem
Form Deformation during a Day :-
Overpass’s Timeline :-
t : 5:00 am - 8:00 am
T : 08:00 am - 10:00 am
T : 10:00 am - 12:00 pm
Concept diagram :-
=
+ Normal Form
070
SIte’s Sound
New form able to reduce the noise inside
T : 12:00 pm - 02:00 pm
T : 02:00 pm - 0400 pm
T : 04:00 pm - 06:00 pm
Portfolio Shady A.Azeem
Layout
072
Portfolio Shady A.Azeem
Second FLoor Plan :Master Plan :-
Main Elevation 074
Main Section
Portfolio Shady A.Azeem
076
Portfolio Shady A.Azeem
Library & Conference Hall Ain Shams University & Clemson Univeristy Studio - Graduation Project
Professor - Ayman Ashor
Type - Culture Project
This library project was designed to be located in Southeast Atlanta- Atlanta city .The total area of the site is 85000 m2 and the total area for all building is 25000 m2. This building is designed to be iconic building in Atlanta. So, the concept comes from surrounded sites and environment of city .Firstly, Atlanta is surrounded by many mountains and forests. So, The Organic style is used to make people feeling nature . Secondly, the second part of concept becomes from forces in sites like orientations, street, sun and views. All important cities has land mark building or a symbol , If anyone sees it remember the city immediately .So, Atlanta city should has an iconic building expressing it and when anyone sees it remember Atlanta . The plaza and main square are located at corner between Bill Kennedy St. and Glean wood St, and The Second plaza is for reading and waiting between The library and conference hall Pushing of the form by forces come from plaza to ensure the entrance , from two sides to library building and one side to conference building
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Location - Atlanta , USA
Sloped roof is made by direction of sun rays which push the faรงade to inside which make shadows on the windows and entrance . The conference hall is pushed also by rays . We inward a part of roof to allow the rays to enter the building through windows we made. The type of glass is antiglare glass powered with nanotechnology. A pattern above the glass is placed to reduce the power of the rays ana make shapes of shadow inside the Library
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Form Study :Sloped the roof with sun ray direction at sum-mer because to obscuring sun ray and push the façade to inside to make shadow on the window and entrance . Pushed too conference hall ceiling’s down for be able to open win -dows at east direction for come light to inside
Bike line:- make bike line axis with land-scape , because the bike is famous transportation in Atlanta .so, designed axis for it for don’t impede pedestrian traffic .
Make plaza and main square at corner between Bill Kennedy St and Glean wood St ,and make second plaza for reading and waiting
Use antiglare glass with nanotechnology and use pattern on the glass to breaking sun ray ay inside for don’t become glare at inside library building .
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First Floor Plan
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Main Section
Second Floor Plan
Thrid Floor Plan
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Watching Through Music Space For Music Eevent Studio - Space For Msuic Type - Pavillion Location
The main aim of these Event is to find a spaces does not work anymore and explore a way to use it again through a music event and how could those places rework again for musical concerts or any types of music . So , I did a lo t of reserach about the places could be hidden or died and the same time has a lot of meaning for a people or has alot of history event to say as BUZLUZHA . BUZLUDZHA is a historical peak in the Central Balkan Mountains, Bulgaria and is 1441 metres high (4728 ft). In 1868 it was the place of the final battle between Bulgarian rebels led by Hadji Dimitar and Stefan Karadzha and the Ottoman Empire. The Buzludzha Monument on the peak was built by the Bulgarian communist regime to commemorate the events in 1891 when the socialists led by Dimitar Blagoev assembled secretly in the area to form an organised socialist movement with the founding of the Bulgarian Social Democratic Party, a fore-runner of the Bulgarian Communist Party. The Monument was opened in 1981. No longer maintained by the Bulgarian government, it has fallen into disuse 086
Professor - Peter Roger The Buzludzha , Bulgaria
Buz. has perfect shape for events . Also , it has a beautiful surrounding area . So . I used its shape to put the musician at center of the these form and make a fabric barrier between audience and the musician from fabric material responses to the sound came from equipments . This kind of experience gave a people a new kind of emotional between about they hear and watch .
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product designs
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retotchair DIA ( Dessau International Architecture Grduate school) Studio - First Semester, Graduation year
Professor - Lucio Rossi
The task: design a chair, then create a prototype. Therefore the class was called “Prototype�. Of the many ideas I took most realistic one: not to create a chair from strach but recostruct existed one. On the flee-market in Berlin I found suitable candidate for this purpose - wooden retrospective chair From the old chair we kept only side elements and inlay of the bottom. All the new parts schould have been created from MDF sections. MDF elements were connected in three places via steel rods. Between sections we inserted wooden circles different scales. Most of the time took cutting out those circles. We used a lot the lathe. All the sections are ready and tighten with the nuts. Then old parts of the chair were glued together with the new ones
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Type - Furniture Project
Location - Dessau , Germany
Collberation - Tim Shapkin
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Xotch Ampition Project Workshop - Ain shams university Studio - workshop
Professor - Aref Maksood
This Workshop talked about intelligent architecture exploring strategies materials and applications. The xotch explored the ideas of eco thinking and sustainability and the result it has on architecture, structure and urban cities. The lecture also explored parametric design strategies and tools such as branching system, tessellation system and component system. Finally, there was a comparison between digital tools and hand drawing, drawing vs. computer
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Type - paramtric design approach
Location - Cairo , Egypt
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Shady A.Azeem M.A DESSAU INTERNATIONAL ARCHITECTURE Email shadyazeem@gmail.com EGY +201094242220 GER +4915784933582