Portfolio Grigoris Grigoriadis

Dipl.-Ing. Architect MSc, MAS ETH AI

GRIGORIOS GRIGORIADIS

contact 06 07 1981, Thessaloniki, Greece WinterthurerstraĂ&#x;e 76, CH-8006, ZĂźrich Switzerland +41 78 675 44 30 g.gregoriadis@hotmail.com

GRIGORIOS GRIGORIADIS Dipl.-Ing. Architect MSc, MAS ETH AI

studies

workshops

work experience

languages

2013 -2014 ETH Zurich MAS Architecture & Information

2016: Unreal Engine, Hambourg, Germany

Sept. 2015 - May 2017 Architect, fsp. Architekten AG, Spreitenbach, Switzerland

greek mother tongue

2007-2012 Department of Architecture University of Thessaly School of Engineering Greece 2000-2005 Department of Restoration and Renovation of Buildings Technological Institute of Patras Greece

2010: Real Time Architecture, Volos, Greece 2010: Transframing workshop, Volos, Greece (published at www. gra.gr)

Dec. 2013 - May 2014 Independent Architect, Zürich Sept. 2012 - Sept. 2013 GKArchitects (cofounder)

2010: ΚΑΜ Workshops, Chania, Greece

July – September 2010 Internship, Dr Sophia Vyzoviti

2009: Imprinting methods of Cultural Monuments (Interdepartmental Program of Postgraduate Study: Protection, and Re-establishment of Monuments, AUTH, Greece

July – December 2010 Spyros Thermos, Archaeologist

2009: “Ecoweek 2009”, Athens, Greece

September - November 2008 Piraeus Bank

2008: “Arc-Ist”, Bahçeşehir University, Istanbul

February - June 2007 Pavlides Associates S.A.

english C2 french B2 german C1

October 2009 – July 2010 Dimitris Kalergis, Architect

March – April 2006 Hyperco Company, Thessaloniki, Greece

awards

Greek State Scholarship ΙΚΥ - State Scholarships Foundation Full Scholarship for one year for Post-Graduate study in the MAS A&I ETH Zürich.

November 2004 – August 2005 Rapanakis S.A., Athens, Greece February 2004 – August 2004 Internship, D. Konstantinidis & K. Chatziantoniou, Athens, Greece

computer skills

Archicad Artlantis Studio Rhino Grasshopper Unreal Engine Processing Adobe Suite Dialux Office

index

Studienauftrag Wohnüberbauung Suva Bellikon Bellikon, Switzerland

Neubau Wohn- und Geschäfthaus Turuvani Areal (3rd Prize) Olten, Switzerland

exhibition room - cellar

Callicounis Distilleries S.A., Kalamata, Greece

rehabilitation Centre

ANAPLASI S.A., Athens, Greece

GSPublisherEngine 0.0.100.100

K GSPublisherEngine 0.0.100.100

Residence of the ambassador of Kuwait Athens, Greece

diploma thesis, UTH cruise ship’s reuse

elective course, UTH

old factories - new facilities - tobacco warehouse

architecture design studio VII, UTH urban void

KAM workshop

the bankruptcy of architecture

7xCabin, ETH GSPublisherEngine 0.0.100.100

robotic log processing

Studienauftrag WohnĂźberbauung Suva Bellikon fsp. Architekten AG Post: Architect

Location: Bellikon, Switzerland Design: 2016-2017 Design team: Grigoris Grigoriadis, Bernie Meyer, Christoph Caech

This project was a competition by fsp. Architekten AG. It is about a complex of residential building in Bellikon, Zurich’s suburb. The owner, Suva Klinik would like to invest in creating dwellings for its employees, in a plot surrounded with local trees. The proposal tried to create a friendly and natural environment around an inner yard.

6

7

Neubau Wohn- und Geschäfthaus Turuvani Areal (3rd Prize) fsp. Architekten AG Post: Architect

Location: Olten, Switzerland Design: 2015-2016 Design team: Grigoris Grigoriadis, Bernie Meyer, Christoph Caech

This project was a competition by fsp. Architekten AG. It won the 3rd prize. It is about an office, residential and facility seven storey building in Olten, Switzerland. The design decision focused on keeping the facades as simple as possible offering to the urban landscape of Olten a neutral addition. In contrast, the inner space was decided to offer a site specific and cosy neighbourhood to the inhabitants of the building. It was of great importance to take into account the high levels of noise because of the central area where the building is situated.

8

9

exhibition room - cellar

Callicounis Distilleries S.A. Post: Architect in charge

Location: Kalamata, Greece Client: Callicounis Distilleries S.A. Design: 2012 Completion year: end of 2014 GFA: 175sqm Design team: Grigoris Grigoriadis, Maria Kallikouni Lighting design: Grigoris Grigoriadis, Maria Kallikouni Photographer: Robert Zervos Woodwork: Stavros Dimitrakopoulos

This project refers to a study and construction of an exhibition room and cellar in an existing distillation plant. The proposal consists of a 175 s.m. area where the visitor firstly enters the showroom having the opportunity to test the numerable collection of spirits that the company produces since 1850.

There can also be viewed the great collection of relics, documents and medals that the owners have carefully gathered through the years. Right after, the cellar is met. The valuable brandy is stored in sixty barrels. Walking along the corridor the light comes inside through some openings which represent the distillation history and the herbals that are used for the production. The barrels are placed in three rows where the visitor can pass through and finally come out from the exhibition room.

10

11

12

13

ANAPLASI S.A., Athens, Greece

1

3

1

8

3

1

1

4

Post: architect at Pavlides Associates S.A.

9

13

6

3

7

οριο οικοπεδου

Rehabilitation Centre

+18.45

+17.30 +17.15

Location: Athens, Greece Client: Anaplasi S.A. Design: 2007

+15.80

+15.75

+15.55

+14.60

1.10

+14.60

1.10

12

3 +11.35

1.10

1.10

+11.35

1.10

9

+8.05

1.10

+8.05

1.10

1

1.10

6 7

+4.85

+4.75

+0.70 +0.50

±0.00

10

1

X5

9

2

1

13

7

X4

X3

X2

X1

X0

+19.74

+18.15

+18.15

1612 +17.56

+17.56

1614 +16.38

+16.38

+16.25

+15.55

ΔΩΜΑ +14.80

+14.70

+14.70

+14.60

+13.75

+14.65

+13.75

2.40

+13.75

Γ' ΟΡΟΦΟΣ +11.30

+11.35

+11.35

+10.45

+10.45

ΟΔΟΣ ΕΘΝΙΚΗΣ ΑΝΤΙΣΤΑΣΕΩΣ

2.40

+10.45

Β' ΟΡΟΦΟΣ +8.00 +8.05

+8.05

+7.25

+7.25

1410

Α' ΟΡΟΦΟΣ +4.70

+4.75

+4.75

+3.55

1602

0.90

+1.15 +0.70 +0.75

+0.70

+0.70

ΙΣΟΓΕΙΟ

1610 +0.75

+0.75

+0.07

+0.05 -0.07

+0.10

-0.23 -0.13

+0.05

-0.05

-0.43 -0.43

-2.60

2.60

2.50

-0.63

Α' ΥΠΟΓΕΙΟ

-2.55

-3.10

-3.20

-3.10

-3.20

Β' ΥΠΟΓΕΙΟ

-5.40

X5

GSPublisherEngine 0.0.100.100

14

3

11

GSPublisherEngine 0.0.100.100

ΟΡΙΟ ΟΙΚΟΠΕΔΟΥ

The building is designed to host an exemplary center of recovery and rehabilitation for people with permanent or temporary disability. It is a four-storey building with 2 basements. It has 50 beds in total, and many supportive substructures for the rehabilitation. A large area for recreation and gathering is located in the ground floor of the building with a height of 3.20m, which is equipped and designed to help the circulation of patients in wheelchairs and visitors. A swimming pool with therapeutical use is also located on the ground floor. It is a 4.50x5.90m swimming pool designed in three levels with the level of the water higher than the finish floor level, in order to help the carriage of the handicapped patients from and into the pool, with a special lifting tackle, and also in order to help the trainers work. The building is easily reached by car from a small driveway on the entrance of the building on Ethnikis Antistaseos St. in order to accommodate the patients needs. The design of the building has considered all the needs of the disabled. The maximum inclination of all the ramps is 5% and al the hallways have 2.20m width in order to facilitate the movement and crossing of two wheelchairs. The internal circulation and the functional groups of the building are arranged in such way to dissociate the other functions of the building and to help the movement and the orientation inside of it. The building’s volume is further completed with the arrangement of the elevations elements, the materials and the variety of the openings.

X4

X3

X2

X1

X0

-κεραμικό πλακίδιο ISO B1A 30x30 εκ.

-διπλό ασφαλτόπανο 4χγρ/μ² -οπτοπλινθοδομή δρομική -επένδυση etalbond

ρύση 1% ρύση 1%

-Φ 51 κοιλοδοκός RAL 2002

- κοιλοδοκός Φ 51

-βλέπε λ4

-βλέπε λ4

L 50.50.5 -ισχυρή τσιμεντοκονία -πλάκα οπλ. σκυροδέματος

κλίση 1%

ρύση 1%

-πλακίδια κεραμικά ISO B1A 30x30 (κόλλα υπερελαστική) αρμολόγηση με αντιπαγωτικό στόκο στεγανό -γαρμπιλόδεμα με στεγανωτικό μάζης οπλισμένο με υαλονήματα, ελαχ. πάχους 8 εκ.

-φύλλο PVC -θερμομονωτικές πλάκες 5 εκ εξηλ. πολυστηρόλης -διπλό ασφαλτόπανο 4χγρ./μ² -γαρμπιλόδεμα ρύσεων με στεγανωτικό μάζης -πλάκα οπλ. σκυροδέματος

-επίχρισμα 2 εκ. με ακρυλική βαφή RAL 1015 -οπτοπλινθοδομή δρομική -διπλό ασφαλτόπανο 4χγρ/μ² -κεραμικό πλακίδιο 30x30 εκ.

κλίση 1%

ΔΩΜΑ

0.20

ΔΩΜΑ

0.20

-βλέπε λ4

-επίχρισμα 2 εκ. με ακρυλική βαφή RAL 1015 -οπτοπλινθοδομή δρομική -επίχρισμα 2 εκ. με ακρυλική βαφή RAL 1015

-πλακίδια κεραμικά ISO B1A 30x30 (κόλλα υπερελαστική) αρμολόγηση με αντιπαγωτικό στόκο στεγανό -γαρμπιλόδεμα με στεγανωτικό μάζης οπλισμένο με υαλονήματα, ελαχ. πάχους 8 εκ.

-φύλλο PVC -θερμομονωτικές πλάκες 5 εκ εξηλ. πολυστηρόλης -διπλό ασφαλτόπανο 4χγρ./μ² -γαρμπιλόδεμα ρύσεων με στεγανωτικό μάζης -πλάκα οπλ. σκυροδέματος

ελάχιστο ύψος 1.10 μ από τελικό δάπεδο

-πλακίδια κεραμικά ISO B1A 30x30 (κόλλα υπερελαστική) αρμολόγηση με αντιπαγωτικό στόκο στεγανό -γαρμπιλόδεμα με στεγανωτικό μάζης οπλισμένο με υαλονήματα, ελαχ. πάχους 8 εκ.

-φύλλο PVC -θερμομονωτικές πλάκες 5 εκ εξηλ. πολυστηρόλης -διπλό ασφαλτόπανο 4χγρ./μ² -γαρμπιλόδεμα ρύσεων με στεγανωτικό μάζης -πλάκα οπλ. σκυροδέματος

0.20

-πλακίδια κεραμικά ISO B1A 30x30 (κόλλα υπερελαστική) αρμολόγηση με αντιπαγωτικό στόκο στεγανό -γαρμπιλόδεμα με στεγανωτικό μάζης οπλισμένο με υαλονήματα, ελαχ. πάχους 8 εκ.

-φύλλο PVC -θερμομονωτικές πλάκες 5 εκ εξηλ. πολυστηρόλης -διπλό ασφαλτόπανο 4χγρ./μ² -γαρμπιλόδεμα ρύσεων με στεγανωτικό μάζης -πλάκα οπλ. σκυροδέματος

ελάχιστο ύψος 1.10 μ από τελικό δάπεδο

-σκοτία "Π" μεταλλική

ελάχιστο ύψος 1 μ από τελικό δάπεδο

-διάζωμα (σενάζ) οπλισμένο 4Φ10 συνδ. Φ6/20

ΔΩΜΑ

ΔΩΜΑ

1.10

-διάζωμα (σενάζ) οπλισμένο 4Φ10 συνδ. Φ6/20

-Φ 51 κοιλοδοκός RAL 2002 -επίχρισμα 2 εκ. με ακρυλική βαφή RAL 1015 -οπτοπλινθοδομή δρομική -επένδυση etalbond

1.10

ΔΩΜΑ

0.33

0.33

+16.38

-επίχρισμα 2 εκ. με ακρυλική βαφή RAL 1015 -οπτοπλινθοδομή δρομική -διπλό ασφαλτόπανο 4χγρ/μ² -κεραμικό πλακίδιο ISO B1A 30x30 εκ.

κλίση 1%

+13.95

-επιμελημένο σκυρόδεμα ακρυλική βαφή RAL 1019

-σκοτία "Π" μεταλλική

-επίχρισμα με ακρυλική βαφή RAL 1015 -εξηλ. πολυστηρόλη 3 εκ.

-οπλ. σκυρόδεμα +10.65

+8.05

+8.03

+10.45

Β' ΟΡΟΦΟΣ

0.51

2.40

2.60

Β' ΟΡΟΦΟΣ

0.51

-δάπεδο linoleum -σκυρόδεμα πλήρωσης -πλάκα οπλ. σκυροδέματος

ρύση 1%

λ3

+8.00

-επίχρισμα 2 εκ. με ακρυλική βαφή RAL 1015 -οπτοπλινθοδομή δρομική -πετροβάμβακας 80 χγρ.

-διπλή γυψοσανίδα με ακρυλική βαφή RAL 1013

-δάπεδο linoleum -σκυρόδεμα πλήρωσης -πλάκα οπλ. σκυροδέματος

+8.05

+8.05

+8.00

+8.00

1.10

-επιμελημένο σκυρόδεμα ακρυλική βαφή RAL 1019

-ψευδοροφή ανθυγρής γυψοσανίδας με ακρυλική βαφή RAL 1015

-βλέπε λ1

-επιμελημένο σκυρόδεμα ακρυλική βαφή RAL 1019

+7.33

-σκοτία "Π" μεταλλική -ψευδοροφή ανθυγρής γυψοσανίδας με ακρυλική βαφή RAL 1015

-βλέπε λ1 -επιμελημένο σκυρόδεμα ακρυλική βαφή RAL 1019

1.50 2.58

Α' ΟΡΟΦΟΣ

-υδρορρόη Φ 140 μεταλλική γαλβανισμένη RAL 7030

2.58

-ψευδοροφή ορυκτής ίνας

-επιμελημένο σκυρόδεμα ακρυλική βαφή RAL 1019

1.50

Α' ΟΡΟΦΟΣ

1.10

Α' ΟΡΟΦΟΣ

2.50

-επίχρισμα επί νεβρομετάλ με ακρυλική βαφή RAL 1015

+7.35

+7.33

-ψευδοροφή ανθυγρής γυψοσανίδας με ακρυλική βαφή RAL 1015

1.10

Α' ΟΡΟΦΟΣ

-επίχρισμα επί νεβρομετάλ με ακρυλική βαφή RAL 1015

-σκοτία "Π" μεταλλική

-σκοτία "Π" μεταλλική

-βλέπε λ2

1.50

-επίχρισμα ακρυλική βαφή RAL 1015 +7.33

2.58

-σκοτία "Π" μεταλλική

+7.35

-βλέπε λ1 -ψευδοροφή ορυκτής ίνας

Α' ΟΡΟΦΟΣ

1.10

-βλέπε λ3

+7.25

-σύνθετο πάνελ αλουμινίου etalbond πάχους 4 χιλ. bronze metallic -ανάρτηση με κοιλοδοκό 25x25 χιλ.

-επάλειψη ασφαλτικού γαλακτώματος -οπτοπλινθοδομή δρομική -πετροβάμβακας 80χγρ.

-διπλή ανθυγρή γυψοσανίδα με ακρυλική βαφή RAL 1013

-διάζωμα (σενάζ) οπλισμένο 4Φ10 συνδ. Φ6/20

-διάζωμα (σενάζ) οπλισμένο 4Φ10 συνδ. Φ6/20

-κεραμικά πλακίδια ISO B1A 30x30 εκ.

-σκυρόδεμα πλήρωσης -πλάκα οπλ. σκυροδέματος

+8.00

-σύνθετο πάνελ αλουμινίου etalbond πάχους 4 χιλ. bronze metallic -ανάρτηση με κοιλοδοκό 25x25 χιλ.

-επάλειψη ασφαλτικού γαλακτώματος -εξηλ. πολυστηρόλη 3 εκ.

-οπλ. σκυρόδεμα

-ψευδοροφή ορυκτής ίνας

1.10

-δάπεδο linoleum -σκυρόδεμα πλήρωσης -πλάκα οπλ. σκυροδέματος

-κεραμικά πλακίδια ISO B1A 30x30 εκ.

-σκυρόδεμα πλήρωσης -πλάκα οπλ. σκυροδέματος

+8.05

0.51

2.30 1.10

-λάμα 50-5.50 RAL 7030

-λάμα 50-5.50 RAL 7030 -δάπεδο linoleum -σκυρόδεμα πλήρωσης -πλάκα οπλ. σκυροδέματος

+10.65

-Φ 15 συμπαγής διατομής RAL 7030

1.10

1.10

-Φ 15 συμπαγής διατομής RAL 7030

-Φ 51 κοιλοδοκός RAL 2002

2.60

Β' ΟΡΟΦΟΣ

2.60

-διαχωριστικό εξωστών με κρύσταλλο αμμοβολής σε διατομή μεταλλική RAL 7030 βλ. σχέδιο 285-1661

-διάζωμα (σενάζ) οπλισμένο 4Φ10 συνδ. Φ6/20

-Φ 51 κοιλοδοκός RAL 2002

-διάζωμα (σενάζ) οπλισμένο 4Φ10 συνδ. Φ6/20

+11.30

-ψευδοροφή ορυκτής ίνας

1.10

Β' ΟΡΟΦΟΣ

1.10

Β' ΟΡΟΦΟΣ

0.18

-σύνθετο πάνελ αλουμινίου etalbond πάχους 4 χιλ. bronze metallic -ανάρτηση με κοιλοδοκό 25x25 χιλ.

-επάλειψη ασφαλτικού γαλακτώματος -οπτοπλινθοδομή δρομική -πετροβάμβακας 80χγρ.

-διπλή γυψοσανίδα με ακρυλική βαφή RAL 1013

-δάπεδο linoleum -σκυρόδεμα πλήρωσης -πλάκα οπλ. σκυροδέματος

+11.35

+11.30

-επιμελημένο σκυρόδεμα ακρυλική βαφή RAL 1019

-σύνθετο πάνελ αλουμινίου etalbond πάχους 4 χιλ. bronze metallic

+13.75

-επίχρισμα 2 εκ. με ακρυλική βαφή RAL 1015 -οπτοπλινθοδομή δρομική -πετροβάμβακας 80 χγρ.

-διπλή γυψοσανίδα με ακρυλική βαφή RAL 1013

0.51

+11.30 1.10

1.10

-δάπεδο linoleum -σκυρόδεμα πλήρωσης -πλάκα οπλ. σκυροδέματος +11.35

+11.33

1.80

- UPN 200.75.11 RAL 2002

-ψευδοροφή ορυκτής ίνας

-ψευδοροφή ορυκτής ίνας

λ3 +11.35

+10.65

-σύνθετο πάνελ αλουμινίου etalbond πάχους 4 χιλ. bronze metallic -ανάρτηση με κοιλοδοκό 25x25 χιλ.

-επάλειψη ασφαλτικού γαλακτώματος -οπτοπλινθοδομή δρομική -πετροβάμβακας 80χγρ.

-διπλή ανθυγρή γυψοσανίδα με ακρυλική βαφή RAL 1013

+13.95

0.50

+11.35 +11.30

-επίχρισμα με ακρυλική βαφή RAL 1015 -οπτοπλινθοδομή δρομική -πετροβάμβακας 80χγρ.

-διπλή γυψοσανίδα με ακρυλική βαφή RAL 1013

-ψευδοροφή ορυκτής ίνας

-δάπεδο linoleum -σκυρόδεμα πλήρωσης -πλάκα οπλ. σκυροδέματος

Γ' ΟΡΟΦΟΣ

-επίχρισμα με ακρυλική βαφή RAL 1015 -εξηλ. πολυστηρόλη 3 εκ.

-οπλ. σκυρόδεμα

Γ' ΟΡΟΦΟΣ

-σκοτία "Π" μεταλλική

0.51

-ψευδοροφή ορυκτής ίνας

-επιμελημένο σκυρόδεμα με ακρυλική βαφή RAL 1019

0.51

+13.95

Γ' ΟΡΟΦΟΣ

Γ' ΟΡΟΦΟΣ

Γ' ΟΡΟΦΟΣ

-επιμελημένο σκυρόδεμα ακρυλική βαφή RAL 1019

1.10

1.10

+14.60 -σύνθετο πάνελ αλουμινίου etalbond πάχους 4 χιλ. bronze metallic -ανάρτηση με κοιλοδοκό 25x25 χιλ.

-επάλειψη ασφαλτικού γαλακτώματος -εξηλ. πολυστηρόλη 3 εκ.

-οπλ. σκυρόδεμα

-Φ 51 κοιλοδοκός RAL 2002

-βλέπε λ2

-κεραμικά πλακίδια ISO B1A 30x30 εκ.

-σκυρόδεμα πλήρωσης -πλάκα οπλ. σκυροδέματος

+4.85

-δάπεδο και περιθώριο ύψος 8 εκ από κεραμικά πλακίδια ISO B1A 30x30 εκ.

-σκυρόδεμα πλήρωσης -πλάκα οπλ. σκυροδέματος

+4.75 +4.70

+4.70

0.90

-διπλή γυψοσανίδα με ακρυλική βαφή RAL 1013 -πετροβάμβακας 80χγρ.

-οπτοπλινθοδομή δρομική -επίχρισμα με ακρυλική βαφή RAL 1015

χαλίκι

+4.75

-αγκύρια πάκτωσης

-δάπεδο και περιθώριο ύψος 8 εκ από κεραμικά πλακίδια ISO B1A 30x30 εκ.

-σκυρόδεμα πλήρωσης -πλάκα οπλ. σκυροδέματος

ρύση 1%

ρύση 1%

-κεραμικά πλακίδια ISO B1A 30x30 εκ.

-σκυρόδεμα πλήρωσης -πλάκα οπλ. σκυροδέματος

+4.75

-επίχρισμα με ακρυλική βαφή RAL 1015 -οπτοπλινθοδομή δρομική -πετροβάμβακας 80χγρ.

-διπλή γυψοσανίδα με ακρυλική βαφή RAL 1013

- πετροβάμβακας 80χγρ.

-επίχρισμα με ακρυλική βαφή RAL 1015 -οπτοπλινθοδομή δρομική -πετροβάμβακας 80χγρ.

-διπλή γυψοσανίδα

+4.02

0.47

-ψευδοροφή γυψοσανίδας με ακρυλική βαφή RAL 9010

-δάπεδο και περιθώριο ύψος 8 εκ από κεραμικά πλακίδια ISO B1A 30x30 εκ.

-σκυρόδεμα πλήρωσης -πλάκα οπλ. σκυροδέματος

+4.75

ρύση 1%

0.20

-πετροβάμβακας 80 χγρ.

-διάζωμα (σενάζ) οπλισμένο 4Φ10 συνδ. Φ6/20

+3.95

-υαλοστάσιο αλουμινίου βλέπε σχέδιο 285-1702 -διάζωμα (σενάζ) οπλισμένο 4Φ10 συνδ. Φ6/20

-ψευδοροφή ορυκτής ίνας

+3.55

-διαχωριστικό από panels reglit

+3.55

-σκοτία "Π" μεταλλική

-ψευδοροφή γυψοσανίδας με ακρυλική βαφή RAL 9010

-ψευδοροφή ορυκτής ίνας

-ψευδοροφή ορυκτής ίνας

ρύση 3%

+0.69

+0.70

ρύση 3%

+0.75

-κεραμικά πλακίδια ISO B1A 30x30 εκ.

-σκυρόδεμα πλήρωσης -πλάκα οπλ. σκυροδέματος

+0.75

+0.75

+0.75

+0.70

+0.70

+0.70

3.20

ΙΣΟΓΕΙΟ

-επίχρισμα με ακρυλική βαφή RAL 1015 -οπτοπλινθοδομή δρομική -πετροβάμβακας 80χγρ.

-διπλή γυψοσανίδα με ακρυλική βαφή RAL 1013

-κεραμικά πλακίδια ISO B1A 30x30 εκ.

-σκυρόδεμα πλήρωσης -πλάκα οπλ. σκυροδέματος -επίχρισμα με ακρυλική βαφή RAL 1013

+0.75

+0.70

+0.36

-κεραμικά πλακίδια ISO B1A 30x30 εκ.

-σκυρόδεμα πλήρωσης -πλάκα οπλ. σκυροδέματος

-σκοτία "Π" μεταλλική -επίχρισμα με ακρυλική βαφή RAL 1015 -οπτοπλινθοδομή δρομική -πετροβάμβακας 80χγρ.

-διπλή γυψοσανίδα με ακρυλική βαφή RAL 1013

+0.70

0.33

+0.05

2.80

1.90

-μαρμαροποδιά 3 εκ.

-βιομηχανικό δάπεδο με επεξεργασία "χτενιστό" πάχους 8 εκ.

-εδαφόπλακα διαμόρφωσης ράμπας Β16/20 πάχος 15 εκ. ελάχιστο, οπλισμός Τ131

0.60

-κεραμικά πλακίδια ISO B1A 30x30 εκ.

-σκυρόδεμα πλήρωσης -πλάκα οπλ. σκυροδέματος

1.26

-ασφαλτική στρώση αστικής κυκλοφορίας 5 εκ.

-επίχωση 3Α πάχους 20εκ.

-εδαφόπλακα

-διάζωμα (σενάζ) οπλισμένο 4Φ10 συνδ. Φ6/20 - κηπευτικό χώμα - σκύρα 15 εκ.

- γαρμπιλόδεμα ρύσεων με στεγανωτικό μάζης - διπλή στρώση ασφαλτόπανο με ψηφίδα βάρος 4 χγρ/μ² - πλάκα οπλισμένου σκυροδέματος

- κηπευτικό χώμα - σκύρα 15 εκ.

- γαρμπιλόδεμα ρύσεων με στεγανωτικό μάζης - διπλή στρώση ασφαλτόπανο με ψηφίδα βάρος 4 χγρ/μ² - πλάκα οπλισμένου σκυροδέματος

0.90

-αγκύρωση εξωτερικής εδαφόπλακας Φ12/20

-κεραμικά πλακίδια ISO B1A -τσιμεντοκονία -εδαφόπλακα d 15 εκ. οπλισμός Τ

2.80

ΙΣΟΓΕΙΟ

3.27

3.27

ΙΣΟΓΕΙΟ

-υδρορρόη Φ 10

2.50

- βλέπε σχέδιο 285-1703

ΙΣΟΓΕΙΟ

ΙΣΟΓΕΙΟ

-κανάλι απορροής ομβρίων INOX 3mm

-κράσπεδο μαρμάρου με αντιολησθητική επιφάνεια

-διπλή γυψοσανίδα με ακρυλική βαφή RAL 1013 -πετροβάμβακας 80χγρ.

-οπτοπλινθοδομή δρομική -επίχρισμα με ακρυλική βαφή RAL 1015

+4.70

-επίχρισμα με ακρυλική βαφή RAL 1015 -εξηλ. πολυστηρόλη 3 εκ.

+4.02

-λάμα 50-5.50 RAL 7030

+4.70

+4.70

1.10

-στέγαστρο εισόδου μεταλλικού σκελετού με κρύσταλλα triplex και στοιχεία ανάρτησης ανοξείδωτου χάλυβα βλέπε σχέδιο 285-1410

1.10

1.10

-Φ 15 συμπαγής διατομής RAL 7030 -μαρμαροποδιά 3 εκ.

0.90

-διάζωμα (σενάζ) οπλισμένο 4Φ10 συνδ. Φ6/20

-θερμομονωτικές πλάκες τύπου Polytile -θερμομονωτικό υλικό πάχους 5 εκ.

-διπλό ασφαλτόπανο 4χγρ./μ² -κυψελομπετόν ρύσεων -ασφαλτικό γαλάκτωμα -πλάκα οπλ. σκυροδέματος

0.90

-επίχρισμα με ακρυλική βαφή RAL 1013

1.10

1.10

1.10

-βλέπε λ2

0.23

-στοιχείο οπλισμένου σκυροδέματος για ανάρτηση στεγάστρου

+0.75 +0.70

-πλάκες πεζοδρομίου -πλάκα οπλ. σκυροδέματος 15 εκ.

-πλάκες πεζοδρομίου -πλάκα οπλ. σκυροδέματος 15 εκ.

±0.00

-ψευδοροφή ορυκτής ίνας

τομή 2

τομή 3

τομή 4

τομή 5

15 GSPublisherEngine 0.0.100.100

BOUNDARY LINE

Residence of the ambassador of Kuwait

+11.60

+10.80

+8.90

+8.90

+8.13

+8.13

+4.53

+4.53

SETBACK WIDTH 6,00 m.

+0.93

+0.85

+0.85

+0.50

+0.40

A

7.53

s 0.3

s 0.3

0.25

1.12

0.60 1.80

wA7r

4.30

1.21 balcony

0.25

10.00

257.2-1202

0.25

4.30

0.25

3.80

0.20

+4.53 +4.45

terracotta screen.

terracotta tiles.

A

0.25

wA8

1403 d

1501 257.2

+6.33 +6.28

1406

s 0.15

1403 c

5

1401 b

terracotta tiles

5 R=1.50

0.60 3.20

R=1.25 wA8

0.80

3.00

1.96

0.40

0.28

1.18

0.64

1.18

5.86

7.00

0.50

24.10

2

3

257.2-1201

1

4

5

A

GSPublisherEngine 0.0.100.100

1

3

4

5.32

5

5.86

7.51

+10.81

+8.98

ATTICUM

+7.81

+7.81

2.87

0.28 3.68

0.08

3.40

3.05

FIRST FLOOR

0.60

+4.21

0.15

+4.21

0.15

+4.21

2.70

2.90

3.40

+6.01

0.08

3.60

0.28

+7.81

+8.63

0.72

0.72

+8.63

0.40

0.40

+8.98

+3.49 +3.31

2.80

3.40

3.00

3.40

3.42

+2.41 3.42

3.62

+3.31

2.48

0.20

+0.61

-1.96

0.08

+0.56

0.15

+0.35

2.30

+0.35

+0.61

0.15

0.03

GROUND FLOOR

0.20

16

2 4.12

+11.28

0.20

Design and construction supervision for an ambassador’s residence with a floor area of 1,500 s.m. The project was awarded following a restricted tender conducted by the Government of Kuwait. The residence includes reception areas and halls, kitchens with special professional equipment, an open swimming pool, gym, parking lots etc. The various spaces were laid out in a way ensuring to meet the living requirements of a family, along with those of a State representative related to an ambassador’s social standards. The surrounding area of the residence is landscaped with vegetation species from the flora of Greece.

B

1.30

5.85

1.30 0.40

1.78 3.00

1401 a

E1%

3.60 2.30

SLOP

h=3.05

2.76

%

E1

SL

+4.56 +4.45

257.2

1402 i

B

0.25

s.ceiling projection

s 0.90

wA10r

s 0.30

2.15 0.10 2.05

dC0

0.25

0.40

1.20 2.20

2.19 dA1r

2.20 1.00

OP

%

2.30

0.50

dC0

2.54 0.75

2.57

0.80 2.20

0.10

0.85 2.20

5.06

PE1

SLO

0.25

1.09.2 bathroom

s 0.84

A

2.50

+4.58 +4.45

2.68

h=3.05

+4.58 +4.45

1.23 balcony

h=2.70

0.25

3.38

6

wA9

dC0

2.21

terracotta screen.

1.03 family living room

s 0.1

h=2.70

3.97

2.50

+4.58 +4.45

s.ceiling projection

%

1.00

+4.58 +4.45

+4.53 +4.45

0.90 2.20 h=2.70

E1

1.01 lobby

1402 l

0.25

OP

0.10

h=2.87

1.70

1.20 dX

3.55 h=2.87

257.2-1202 0.25

h=2.70

1.00 hall

0.90 2.20

radiators

0.90 2.20

0.85 2.20

0.79 0.10

1.20

3.63

4.95

dC1

1.30

0.10

2.01

2.00 2.34

1.04 bedroom

0.10

dA12r

1.28 heating 0.25

1.70

1.00

manifold for

0.10

0.13

SL

1.09 master bedroom

0.85 2.20

0.10

2.16

1.12

0.90 2.20

1.70

0.10

0.10

0.60

0.10

0.25

1.02 kitchenette

s.ceiling projection

2.21

h=2.87

dC0

s.ceiling projection

3.85

0.60

h=2.70

1.09.1 dressing room

0.25

h=2.87

0.10

1.85

0.90 2.20

3.20

dC0

0.10

0.90 2.20

dC0

+4.45

2.15

2.60

1.80

0.10

1.19

+4.55

dC0

1.06 bedroom

0.85 2.20

0.10

1.04.1 bathroom

h=2.87

dC0

h=2.87

3.29

1.05.1 bathroom

1.05 bedroom

h=2.70

3.75

2.00

0.25

1.22 balcony

5.57

s.ceiling projection

h=2.70

1.15

2.12

4.34

3.94

%

dA1r

E1

4.80

OP

SL

1.08 bedroom 2.20 2.00

B

5.20

s.ceiling projection

h=2.70

0.60

0.50

GSPublisherEngine 0.0.100.100

0.25

C

s 0.60

s.ceiling projection

h=2.87

1.07 bathroom

1404 e

glass block

3.26

s 0.60

0

s.ceiling projection

s.ceiling projection

glass block

1.00

0.9 0 2.1 0

2.10 0.90

0.60

0.60

wA

1.25 11r

0.30

0.60

1.65

0

+4.45

B

0.30

wA

s 0.60

+4.50

1407 h

1401 m

5.85 11r1.25

1.65

1.80

1502

N

glass block

5.60 257.2

C

1407 g

257.2-1201

5.32

1.87 terracotta screen.

1.80

1404 f

4.14 0.50

0.25

+0.93

+0.30

0.10

SIDEWALK WIDTH 2,00 m.

+11.10

+10.80

dC0

PINDOU STREET WIDTH 10,00 m.

Post: architect at Pavlides Associates S.A.

+11.10

dC0

(diplomats’ residences) Athens, Greece

Location: Athens, Greece Client: Government of Kuwait Design: 2007

BLDG LINE

+0.13

+11.60

+11.10

Stainless steel railing d 54

+9.30 Stainless steel railing f 54

Marble coping - Insulating plates, Polytile type - Asphalt sheet aluminium surface double layers of 4 Kg/m2 - Finishing concrete -Light weight concrete for slope -Asphalt coating, double layer - Reinforced concrete slab -Gypsum board with perimeter mouldings , Suspended eiling

ATTICUM

- Insulating plates, Polytile type - Asphalt sheet aluminium surface double layers of 4 Kg/m2 - Finishing concrete -Light weight concrete for slope -Asphalt coating, double layer - Reinforced concrete slab -Gypsum board with perimeter mouldings , Suspended ceiling

Stainless steel railing d 54

+9.30

+9.30 Stainless steeplate 54x8 cm Stainless steel balustrate 54x8 mm

Marble coping

Metal flashing

ATTICUM

Gravel

Metal flashing

stainless steel amcor

stainless steel amcor

- Insulating plates, Polytile type - Asphalt sheet aluminium surface double layers of 4 Kg/m2 - Finishing concrete -Light weight concrete for slope -Asphalt coating, double layer - Reinforced concrete slab -Gypsum board with perimeter mouldings, Suspended eiling

+8.93

Marble coping

+8.91

Gravel

Gravel

+8.26

+8.24

+8.25 +8.05

0.18

0.50 0.47

0.47

0.50

0.50

0.18

+8.08

0.50

ATTICUM

+8.05

+8.05

+8.05

- PLASTER -CONCRETE BEAM

+7.40

+7.40

+7.40

0.20

+6.33

Aluminium track for 3 layers of courtains

3.60

-Ceramic tile flooring Travertino Romano Graniti Fiandre 30x30cm -Cementious waterproofing 'SIKA101 HD' - Finishing concrete -Light weight concrete for slope -Asphalt coating, double layer - Reinforced concrete slab -Gypsum board suspended eiling

- Plaster,Painted - Brickwork -Plaster,Painted

2.87

-Courved wall Double glazed window alouminium frame ALUMIL M2 Solar linear with incorporeted internal shutter mechanis electrically operated Ral 7030 external color electrostatically painted

Stainless steel pipe d 24 mm

Stainless steel pipe d 24 mm

FIRST FLOOR

Marble coping

+4.69

+4.27

0.60

+4.69

-Marble Skirting Yellow Sylvia smooth finish,polished

+8.05

+4.53

+4.45

- Stucco off -withe color, smooth finish - Brickwork -Air space -Extruded Polystyrene plates -Brickwork -Plaster,Painted

- Marble cladding tiles Yellow Sylvia orange skin texture mechanically fixed -Plaster -Concrete beam

+4.45 +7.40 +7.22

0.45

- Wood skirting Shelman Oak

+4.53

+8.19

- Marble tiles flooring Yellow Sylvia Smooth Finish,Polished -Grout -Finishing Concrete -Reinforced Concrete Slab Gypsum board with perimeter mouldings , Suspended Ceiling,Painted

0.18

FIRST FLOOR

Gravel

0.16

- Stucco off -withe color, smooth finish - Brickwork -Air space -Extruded Polystyrene plates -Brickwork -Plaster,Painted

Metal flashing

0.60

- Wood skirting Shelman Oak

0.60

FIRST FLOOR +4.53 +4.45

Stainless steel balustrate 54x8 mm

0.27

0.84

- Ceramic tiles flooring Travertino Romano Slate Graniti Fiandre 30x30cm Matt Finish -Grout -Finishing Concrete -Reinforced Concrete Slab -Gypsum Board, Suspended Ceiling,Painted

Stainless steel balustrate 54x8 mm

- Ceramic tiles flooring Travertino Romano Slate Graniti Fiandre 30x30cm Matt Finish -Mortar -Finishing Concrete -Reinforced Concrete Slab -Gypsum board with perimeter mouldings Suspended Ceiling,Painted

0.18

+5.50 - Wood Parquet flooring Shelman Oak Royal -Underlayment -Finishing Concrete -Reinforced Concrete Slab -Cement board suspended ceiling

- Insulating plates, Polytile type - Asphalt sheet aluminium surface double layers of 4 Kg/m2 - Finishing concrete -Light weight concrete for slope -Asphalt coating, double layer - Reinforced concrete slab -Gypsum board with perimeter mouldings , Suspended Ceiling,Painted

Reinforced concrete lintel

Stainless steel railing d 54

0.50

2.35

2.86

2.87

Stainless steel railing d 54

Reinforced concrete lintel

2.54

3.60

- Double glazed thermally insulated aluminium frame Alutherm Light M9650 with electrically operated Roll-up shutter mechanism -Ral 7030 external color electrostatically painted

1.78

- Double glazed thermally insulated aluminium frame with electrically operated Roll-up shutter mechanism -Ral 7030 external color electrostatically painted

1.39

Aluminium track for 3 layers of courtains

3.60

0.20

Wood paneling

Wood paneling

0.11

+7.40

2.33

+7.40

0.11

+7.56

0.25 Fluorescent lamp

+3.83

+3.83 +3.70 Wood paneling

- Plaster,Painted - Brickwork -Air space -Extruded Polystyrene plates -Brickwork -Plaster,Painted

+3.85

- Terracotta cladding Sannini Cottostone Technostone30x60cm Mechanically fixed Plaster -Brickwork -Air space -Exstruded polystyrene plates -Brickwork - Plaster,painted

Wood paneling

0.20

+4.00 +3.93

+3.83

+3.82

+3.80

- Plaster,Painted - Brickwork -Air space -Extruded Polystyrene plates -Brickwork -Plaster,Painted

+3.82

Aluminium track for 3 layers of courtains

-Gypsum board with perimeter mouldings suspended eiling

- Double glazed thermally insulated aluminium frame Alutherm Light M9650 with electrically operated Roll-up shutter mechanism -Ral 7030 external color electrostatically painted

GROUND FLOOR +0.93

GROUND FLOOR +0.93

-Marble Skirting Yellow Sylvia smooth finish,polished

+0.93

Slope

- Ceramic tile flooring Travertino Romano Slate Graniti Fiandre 30x30cm -Mortar -Finishing Concrete -Reinforced Concrete Slab -PVC sheet -Structural fill 25 cm

2.89 - Marble tiles flooring Yellow Sylvia Smooth Finish,Polished -Mortar -Finishing Concrete -Reinforced Concrete Slab -PVC sheet -Structural fill 25 cm

-Marble Skirting Yellow Sylvia smooth finish,polished

+0.90

+0.93

- Wood skirting Shelman Oak

-Ceramic tile flooring Travertino Romano Graniti Fiandre 30x30cm -Mortar -Finishing Concrete -Reinforced Concrete Slab -PVC sheet -Structural fill 25 cm

- Ceramic tiles flooring Travertino Romano Slate Graniti Fiandre 30x30cm Matt Finish -Mortar -Finishing Concrete -Reinforced Concrete Slab -Gypsum Board, Suspended Ceiling,Painted

Stainless steel railing d 54

- Wood skirting Shelman Oak

+4.53

Stainless steel pipe d 24 mm

0.31

GROUND FLOOR

+4.45

+4.27

+4.22

+0.93 +0.85

0.15

+0.85

Stainless steel handrail and balustrades

- Terracotta screen Sannini ,lamella with stainless steel frame 54x8 mm

Marble tiles flooring Yellow Sylvia Smooth Finish,Polished -Mortar -Finishing Concrete -Reinforced Concrete Slab -PVC sheet -Structural fill 25 cm

+0.93

+0.85

- Double glazed thermally insulated aluminium frame Alutherm Light M9650 with electrically operated Roll-up shutter mechanism -Ral 7030 external color electrostatically painted

2.77

3.00

2.90 - Ceramic tile flooring Travertino Romano Slate Graniti Fiandre 30x30cm -Mortar -Finishing Concrete -Reinforced Concrete Slab -PVC sheet -Structural fill 25 cm

- Ceramic tile flooring Travertino Romano Slate Graniti Fiandre 30x30cm -Mortar -Finishing Concrete -Reinforced Concrete Slab -Plaster painted

3.60

l Double glazed window alouminium frame ALUMIL M2 Solar linear Ral 7030 external color electrostatically painted

3.60

3.60

Aluminium track for 3 layers of courtains

2.30

2.45

+0.40

- Plaster - Reinforced concrete -Cementitius waterproofing 'SIKA HD 101' -Asphalt sheet 4Kg/m2 -Drainage -Structural fill

BASEMENT

-1.60

- Plaster - Reinforced concrete -Cementitius waterproofing 'SIKA HD 101' -Asphalt sheet 4Kg/m2 -Drainage -Structural fill

- REFIL ACCORDING DRAWING 257.2-2152

- Epoxy resin paint - Reinforced concrete grade slab -PVC sheet -Structural fill 25cm Structural fill

Drainage pipe

-2.10

GSPublisherEngine 0.0.100.100

17

diploma thesis

cruise ship’s reuse published in ‘www.greekarchitects.gr’ year: 2011-2012 level: 5th year - 10th semester advisors: Kostis Paniyiris, Dimitris Philippitzis

The present diploma thesis explores the relationship between the city and the sea, so that the latter could contribute to the operation of the first. It is proposed an alternative construction which its aim will be to cover exceptional events of the city. Specifically, the proposal concerns the reuse and the reconstruction of an existing cruise ship to a fully equipped swimming centre that is moved from a place to place to carry out large-scale events. Finally, an attempt is made to approach the shipbuilding, a specialty eminently active in studying structures moving in water in conjunction with the architectural aspects.

18

19

initial naval blueprints

20

21

22

23

24

The purpose of creating the floating swimming centre is the inability of most cities to host major sport events due to lack of the necessary infrastructure. In order to avoid construction investments for the necessary sports facilities – to be scrapped later (maintenance weakness – low population to support them, etc.) is given the opportunity in every coastal city, regardless of its size and capacity to become a pole of attraction for athletes and sportsmanship for some time, resulting in the promotion. The cruise ship is rented, travels, binds to ports in order to fulfil these goals.

The interventions were initiated under retention of essential morphological and functional elements of the cruise ship so as not to spoil its character. The major intervention is an open ramp that runs around the boat starting from the stern – an extension of the pier – and ends up on the bow of the vessel, the highest point in the former bridge and the current observation deck. The ramp other than main traffic medium, it is grouping functionally the vessel, separating the swimming centre (reception, swimming pools, changing rooms, fitness, bars, retail) from the hotel which hosts the athletes, their support teams and the visitors. Finally, a procedure which takes advantage a feature field of the existing ship is the placements of the grandstands. Specifically, the slot on the side of the vessel where the lifeboats were kept turns into the stands, which open and close with a suitable mechanism. During the trip are kept closed, serving the buoyancy of the cruise ship and while the ship is in port, they open for the conduct of the game.

25

special aluminum piece ÎŚ40/2 waterproof gum

industrial alkyd paint substrate alkyd base for metal surfaces 49

52

24

14

laminated glass 10mm

waterproof gum

24

sheetmetal, special piece 60/6

14

IPE 80

sheetmetal 10mm

14

23

90

special piece 50/30/5

sc. 1:2

0,40

0,80

L 30x3 IPE 120

10 10

1,33

30

sheetmetal 10mm sheetmetal 10mm

0,50

0,80

10 30

270

sc. 1:5

10

sheetmetal, special piece 10mm

r 15

74

wire rope 10mm

IPE 120

26

wire rope 10mm

74 R 15

sheetmetal, special piece 10mm

129

L 30x3 10 10

30

sheetmetal 10mm

sc. 1:5

IPE 120

industrial alkyd paint

substrate alkyd base for metal surfaces

10

IPE 120 sheetmetal 10mm

30 10

92

r 15

26

65,21°

80

174

192

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sheetmetal, special piece 10mm

26

26

43

26

74

L30x3

65

50

143

sc. 1:5

shipbuilding steel 20mm

special piece 170/100/5 IPE 240 special piece 100/70/5 IPE 120

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elective course

old factories - new facilities - tobacco warehouse published in: -2011: ‘Architectural Studies, Architectural Heritage’, 27/05/2011-25/06/2011, NTUA, Athens, Greece -2010: Conference of the Greek Department of TICCIH, 2010, Volos, Greece year: 2009-2010 level: 4th year - 7th semester team work with: Maria Kallikouni advisors: Konstantinos Adamakis

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This is about a two-storey building with basement, built in 1920 in Volos, Greece. Designed under traditional standards combined with neoclassical references and constructed of bearing stone masonry and columns, in addition with mixed construction by metal and wooden beams. The hipped roof consists of wooden trusses covered by tiles. It belongs to the industrial buildings category of this area and was used to host Greek refugees arrived from Minor Asia in 1922. Having undergone significant damage during the period of the earthquakes of 1955, it was restored and continued its function until the decade of 1960.

According to the needs of the project, the building would be transformed into a Therapy Centre for Addicted People.

The proposed transformation consists of a couple of essential interventions: firstly the vertical split of the half of the building into a three-storey and secondly the addition of a conference hall by the west side of the building.

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architecture design studio VII

urban void, new common ground published in ‘www.archisearch.gr’ year: 2010-2011 level: 5th year - 9th semester team work with: Maria Kallikouni, Nikol Vergini advisors: Kostis Paniyiris, Zisis Kotionis, Aristide Antonas, Philippos Oreopoulos

The subject of this study is placed in the centre of Athens and concerns the urban space and the way we perceive and manage it. This particular street to the implementation of intervention, namely Menandrou Str between Evripidou Str and Piraeus Str gathers the features that have turned it into inaccessible. A gap in the urban space. The criminality, the alienation and the insecurity of the locals to visit the area because of the existence of aspects in relation to migrants are some of them.

The proposal concerns the street level, the ground floors and the mezzanines of the existing buildings and proposes a new way of reading the level of”±0.00”. The first action involves the integration of all ground floor spaces without affecting the upper floors of apartment buildings, while maintaining the load-bearing elements. Thus, it is created an array of columns, where some parts of the road and its traffic are spilling down the buildings therefore creating public space and acting as market-roofed bazaar, with a strong coexistence of local and global asset. The placement of ephemeral structures used by street vendors is free, creating the conditions for labor outlets.

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longitudinal section

short section 34

Resolving the issue of daylight has been from the outset a major concern, which dealt with the use of light wells. At the roof is placed a solar tracker (heliostat) – shown in the cross section, which monitors the movement of the sun and through mirrors directs the light at the ground floor and basement. The operational model of the tracker is shown in the model that simulates the movement of the sun, the reflector and the beam that reaches the ground. Thereby, up around the stairways are created light sources, which remain to the exclusive use of the residents.

For maximum use of natural lighting, materials that reflect the light are placed around the sources, like water and grass. Another option around the stairways is the creation of underground parts giving a use which needs greater isolation than the market on the ground floor that is the laboratorial one. Craftsmen and small workshops can exist there by creating a micro environment. Finally, to the uncovered spaces remaining from the block of flats and to an empty field nearby assigned crop uses due to the operation of a street market and to local consumption and cooking.

The aim of the proposal is a new deal with the ground floor space and the street, touching on the relationship among building – soil – human factor. The multiculturalism and the activities that support it aim to “lifting” of the no-go zone and to change the current view in response to this region and therefore to all the relevant circumstances which prevail.

ground plan

underground plan

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KAM workshop

the bankruptcy of architecture adaptor process of transforming active space year: 2010 team work with: Kallikouni Maria, Patsiou Anastasia, Tampaki Dimitra, Tsernos Paris, Tsoli Georgia advisors: Aristides Antonas, Stavros Vergopoulos, Philippos Oreopoulos, Dimitris Gourdoukis, Platon Issaias 36

The interaction between technology, active space and time was our first observation. As technology and information are developing the space that they occupy is getting minimum, not only in technological gadgets (cell phones etc) but in bigger scale installations too. The building of Greek Telecommunications (OTE) is an example where this situation is clearly illustrated. Mechanical support is constantly shrinking and the space it occupied is replaced by abandoned rooms.

Taking into consideration the constant growth of technology and its needs for less space, our proposal focuses on taking advantage of the left empty space in a dynamic way so it will never be bankrupted again.

We are proposing a script which scans the factors that influence the change of space and its content (activities) in such buildings as OTE. These factors are the city, technology and the time (during the day and in a longer run). When the one activity tends to expand, the other (that we have selected to be close to the first) must receive this change and get smaller. Proportionally with each space qualities, size, needs and the movements in the building we choose how to place the activities. Their expansion or shrinkage will be realized in the 3 axes x,y,z.

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7xCabin, ETH

robotic log processing year: 2013 advisors: Tom Pawlofsky team work with: MAS CAAD Students 13-14

The 7xCabin is the result of a workshop focusing on the implementation of a robotic fabrication process on the architectural scale. Instead of inventing a new architectural language based on shifts in technology, this projects searches for an integrative approach towards traditional crafts and archetypal forms.

Using digital design tools, traditional timber joints were adapted to be usable with raw, irregular logs.

These joints have subsequently been produced using a chainsaw mounted on an industrial robot.

All movements for the robot were planned digitally, preparing the exact toolpaths for each log type.

The interplay between traditional timber construction methods and robotic fabrication turned out to be a rich field of learning. The cabin was reassembled and displayed at the ETHz Campus at Honggerberg during February 2014.

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