ANDREAS Y. KYRIAKOU ARCHITECTURE PORTFOLIO 2017
*selected works 2010-2017
PERSONAL STATEMENT Andreas Kyriakou is an architect interested in parametric and computational design methods and procedures and kinetic architecture systems. He focuses on the exploration of new dynamic design tools which produces a new paradigm and an innovative approach to architecture. Andreas is currently working as Part-II Architect having two years of professional experience in the UK as well as in Greece, Cyprus and Ecuador. He is fully proficient in a range of software including Revit, AutoCAD, Rhino, Grasshopper, Maya and capable to deliver high quality renders using Vray and the Adobe Creative Suite. He has also a wide range of experience in rapid fabrication using CNC Machine, Laser Cutter and 3d Printer. Past experience includes urban model design strategies and analyses, interior design projects using computational design methods, completed residential and commercial projects of highend detailing and participation in several computational workshops in the Architectural Association, UK and Greece. Andreas completed his Post-professional Master in Architecture and Urbanism (AA DRL) with his research focused on inside-out dynamic environments through the use of actuated fabric surfaces, taking inspiration from biomechanics of several natural organisms. He studied architecture at the National Technical University of Athens (Greece) graduating with distinction. Finally, his internationally extensive experience developed him as a passionate architect, extremely hard-worker, collaborative, communicative and friendly individual capable to demonstrate the flexibility and diversity needed for any complex project in any demanding environment.
EXPERIENCE February 2016 Present
Andy Martin Architecture (AMA) | London | UK Part II - Architect • High-end restaurant projects - Interior design projects (Fucina, Chotto Matte Toronto). • Residential projects (following all RIBA stages). • Preparation of drawings and documents for planning application submission (Notification for Prior Approval for Proposed Larger Home Extensions, Lawful Development Certificate, Full Planning Application). • Technical design - Tendering. • Construction drawing package - High-end detailing drawings. • 3d Modelling - Rendering - Furniture design & 3d modelling for fabrication purpose. • Project specific targets runner. • Liaising with consultants and suppliers. • Site visit and supervising.
June 2015 October 2015
SHAGA - SHYOVITZ Studio | London | UK Architectural Assistant • “Kenshoo Work Environments” - Office interior design project. • “Sde Dov District Planning” - Integrative urban modelling. • Parametric modelling using Rhino, Grasshopper 3d and Python script. • Form investigation, Environmental analysis, Space optimization.
ANDREAS Y. KYRIAKOU
Dip.Arch | AA MArch | ETEK Architect Parametric & Computational Designer
DETAILS Cypriot | EU | 28 years old 2 years of professional UK experience.
July 2012 September 2012
CONTACT T +44 (0) 7526092209 E andreas_y_kyriakou@yahoo.com https://www.linkedin.com/in/andreas-ykyriakou-19a22699
July 2010 August 2010
CONSTRUCTIVA C.E.V. LTDA | Quito | Ecuador Internship • Large-scale residential project - 45 apartments, 7280sq.m. • CAD drawings, Physical modelling. LABγ Advanced Structural Engineering | Paphos | Cyprus Internship • Small-scale civic project. • Existing building survey. • CAD drawings.
EDUCATION Sept. 2014 January 2016
Architectural Association School of Architecture | London | UK MArch Architecture & Urbanism (AA Design Research Lab) •
October 2008 July 2014
Thesis Project: SoftSpaces | Redesigning the Design Museum (Research Project - Soft Kinetics).
National Technical University of Athens | Athens | Greece Diploma of Architect Engineer - GPA: 9.04/10 (Excellent) (5-year prof. degree | RIBA Part II equiv.) • •
Diploma Project: FLOW+RIFT | New Archaeological Museum of Kato Paphos. Thesis Project: [ALGORITHM] _ the architect and computer cooperative process.
FURTHER EDUCATION July 2013
July 2011
October 2010 February 2010
SOFTWARE SKILLS
formDEcode | Athens | Greece Workshop Participant • “Performative Skins” project. • Experimentation on the procedural modelling with Rhino and Grasshopper 3d
Operating System
Cyprus Architects Association & Frederick Univ. Nicosia | Cyprus Summer Workshop for Students and Young Architects • Timber shelter - Light structure project. • Head of Technical Design Team.
3D Modelling
National Technical University of Athens Pirgos, Lefktro | Peloponnese | Greece Workshop • Analysis and documentation of settlement.
traditional
AWARDS & SCHOLARSHIPS May 2017
Surface Design Award 2017 - Fucina Restaurant. • Part of the Design Team.
June 2014
AA Graduate Bursary by Architectural Association Graduate Bursary Committee.
Feb. 2013
Honorary Award by Development Foundation of the Metsovion Interdisciplinary Research Centre of the NTUA. • Poster design for the 7th Interdisciplinary, InterUniversity Conference of the M.I.R.C. and the NTUA.
Dec. 2013
October 2008 July 2014
Distinction for the urban design project “ON THE BORDERLINE” by the Online Architectural Platform ARCHSTUDIES. • Top 5 most popular projects 2013. • http://www.archstudies.gr/2013/12/the-5-mostpopular-projects-of-2013.html#more 5-year Scholarship by the Cyprus State Scholarchips’ Foundation. • Scholarship for the Undergraduate Studies at the NTUA, School of Architecture on the basis of excellent performance in the university entry exams.
CAD
BIM
MAC OS Windows AutoCAD Microstation Rhinoceros Maya 3DS Max SketchUp Revit Vectorworks
Parametric Design & Modelling
Grasshopper Python ICE - Interactive Creative Environment
Rendering
Vray Mental Ray
Graphics
Photoshop Illustrator InDesign After Effects
Digital Fabrication
Laser cutting CNC milling 3d Printing
Other Skills
Microsoft Office Photography Physical modelling
LANGUAGES Greek - Native English - Fluent (IELTS 7.0 OBS)
INTERESTS ACTIVITIES Photography • Regular member in digitalcamera.gr & DPGR Running • Member of Nike+ Run Club Programming Languages Travelling Swimming
PROFESSIONAL
RESEARCH
ACADEMIC
p. 6
1
FUCINA RESTAURANT
2
SKYWOOD BARN
3
CHOTTO MATTE RESTAURANT
4
SDE DOV DISTRICT PLANNING
5
METABOLE
6
SOFT SPACES
7
ENCODED MATTER
8
Δ SPAN
9
TRI-SPONSIVE SUNSHADE SYSTEM
Professional Work - Andy Martin Architecture Feb 2016 - Oct 2016
Professional Work - Andy Martin Architecture Sept 2016 - Present
Professional Work - Andy Martin Architecture July 2016 - Present
Professional Work - ShaGa Shyovitz Studio July 2015 - Oct 2015
Competition May 2017
Master Thesis Research Project - AADRL Feb 2015 - Jan 2016
Workshop based on Processing PL - AADRL Dec 2015
Workshop of Materiality Exploration - AADRL Nov 2015
Building Technology Course Project - NTUA Oct 2013 - Feb 2014
10
FLOW + RIFT
11
SCHOOL
12
TIMBER LODGE
Undergraduate Thesis Project - NTUA Oct 2013 - July 2014
Architectural Design Studio Project - NTUA Sept 2009 - Feb 2010
Architectural Design Studio Project - NTUA Feb 2010 - June 2010 p. 7
FUCINA RESTAURANT Marylebone, London
Andy Martin Architecture (AMA) Status: Competed | Budget: ~£3.5M | Published in: Dezeen Surface Design Awards 2017 Winner Project Architect: Andy Martin Team: Mervyn Tasker, Andreas Kyriakou, Fernando Herrera Personal Role: Architectural Assistant Feb 2016 - Oct 2016
The aim was to invent a spatial experience that mirrored the brief architecturally. The space is sculpted to stimulate, the forms are organic and the materials raw and refined. The ceiling is handmade ‘antico mattone’, formed and warped like the inside of a traditional pizza oven. This sets a visually dynamic atmosphere. Along with brick, marble and timber, burnt steel is dominant and relates back to the restaurants name ‘Fucina’, meaning Forge. The restaurant is made up of 110 dining covers seated on low-backed bespoke banquettes and arm chairs on the ground floor served by a carved solid marble finishing kitchen. Personal Role: - Ceiling design, technical analysis and modelling for fabrication purpose. - Furniture modelling for fabrication purpose. - Drawing package for tendering. - Drawing package with technical detailing for construction. - Liaising with suppliers for materials, sanitary / light fittings and other specific equipment of the project.
p. 8
p. 9
1 - Greeters Station 2 - Wine Tower 3 - Disabled WC 4 - Bar 5 - Dining Area 1 6 - Pass 7 - Dining Area 2
2
7
3 4
6
1
5
Proposed Ground Floor Plan
1 2 3
6 4 5 9
8
7
10
1 - Wine Tower 2 - Private Dining Room 3 - WCs 4 - Fire Pit 5 - Kitchen 6 - Alcohol Store 7 - Cold Room 8 - Dry Store 9 - Staff Change 10 - Waste Room
Proposed Basement Plan
3
5
2
1
4
6
Proposed Section
7
8
9
10
11
1 - Wine Tower 2 - Bar 3 - Pass 4 - Dining Area 1 5 - Dining Area 2 6 - Waste Room 7 - Staff Change 8 - Dry Store 9 - Cold Room 10 - Kitchen 11 - Fire Pit
p. 11
Air Supply Enclosure Detail.
Wall Recess Cladding Detail.
WC Cubicle.
Blackened mild steel stair and balustrade. p. 12
Bar Shelving Detail.
Bar and back bar shelving.
Window screen detail.
WC Cubicle - Basin detail.
Ceiling Air Supply Detail.
Blackened mesh and mild steel cladding.
Typical WC Cubicle Door Detail.
p. 13
O b s
ST
EP
NE
YF
O
R
p. 14
Oak tree (T1) to be removed.
Maple bole 0.7m spread 15m
Hawthorn bole 0.3m spread 4m
Maple bole 0.15m spread 6m
Maple bole 0.3m spread 10m
Sapling
33.24
Lawn
Hornbeam bole 0.6m spread 14m
33.93
33.80
33.25 Hornbeam bole 0.15m spread 7m
Maple bole 0.3m spread 9m
Hornbeam bole 0.15m spread 7m
33.43
Hornbeam bole 0.8m spread 16m Hornbeam bole 0.8m spread 16m Oak bole 0.55m spread 16m
Hornbeam bole 0.15m spread 7m
Hornbeam bole 0.15m spread 7m
Oak bole 0.55m spread 12m
Hornbeam bole 0.15m spread 7m
Oak bole 0.45m spread 12m
Maple bole 0.4m spread 10m
Oak bole 0.55m spread 16m
Maple bole 0.4m spread 10m
Oak bole 0.75m spread 16m ht 53.99
Oak bole 0.4m spread 12m
Oak bole 0.5m spread 14m ht 53.27
flower bed
33.15
Shrub Hawthorn bole 0.13m spread 5m
Shrub
Oak bole 0.45m spread 14m Oak bole 0.6m spread 16m
Oak bole 0.5m spread 14m Hawthorn bole 0.13m spread 4m
Lawn Hornbeam bole 0.3m
Ash bole 0.4m spread 10m
Ash bole 0.45m spread 10m
Potential planting location for the replacement of Oak tree (T1).
METRES
SCALE 0
5
10
15
20
25
shrub
PROPOSED DWELLING OUTLINE
33.11
Oak bole 0.55m spread 14m
32.97
Hornbeam bole 0.15m spread 7m
POND water level 31.32
32.24
Post and Wire Fence Height 1300mm Sapling
Oak bole 0.55m spread 16m
Oak bole 0.45m spread 12m
RD
Maple bole 0.3m spread 9m
LA NE
Oak bole 0.55m spread 16m
bole 1m spread 18m
Hornbeam bole 0.6m spread 14m ht 44.10
Oak bole 0.3m spread 10m
Oak bole 0.45m spread 12m
Hornbeam bole 0.8m spread 16m
Oak bole 0.45m spread 12m
Oak bole 1m spread 18m ht 55.96
Hornbeam bole 0.8m spread 16m
Hornbeam bole 0.8m spread 16m
.54
39
flower bed
Fruit bole 0.13m spread 3m
shrub
31.84 Hornbeam bole 0.2m spread 8m
Sapling
Oak bole 0.7m spread 19m Oak bole 0.75m spread 16m
Oak bole 0.55m spread 16m
ge
rid
33.25
Oak bole 0.6m spread 16m
Oak bole 0.45m spread 12m
of
Shrubs
Maple bole 0.45m spread 12m
Oak bole 0.3m spread 9m
Maple bole 0.3m spread 9m
top
Oak bole 0.95m spread 16m
Hornbeam bole 0.15m spread 7m Hornbeam bole 0.15m spread 7m
Hornbeam bole 0.15m spread 7m
Hornbeam bole 0.8m spread 16m
in
Oak bole 0.45m spread 12m
Oak bole 0.6m spread 10m
Oak bole 0.55m spread 16m
33.24
33.91 Hornbeam bole 0.15m Hornbeam spread 1m bole 0.2m spread 9m
Hornbeam bole 0.7m spread 12m
Hornbeam bole 0.8m spread 16m
Hornbeam bole 0.35m spread 12m
gg
Ho
Post and Wire Fence Height 1300mm
Oak bole 0.4m spread 12m ht 50.42
33.25
Maple bole 0.3m Maple bole 0.3m spread 10m spread 10m
Scrub
Sapling
34.97
Maple bole 0.35m spread 10m Maple bole 0.4m spread 10m Maple bole 0.3m spread 9m
Fruit bole 0.13m spread 3m
Sapling
Hornbeam bole 0.7m spread 10m
Oak bole 1.1m spread 20m ht 52.27
Hazel clump 1.2m spread 9m
Oak bole 0.8m spread 16m
flower bed
Lawn
34.75
Lawn
Oak bole 0.9m spread 15m ht 52.92
Lawn
Sapling
Maple bole 0.15m spread 6m
Sapling
Ash bole 0.3m spread 10m
Maple bole 0.4m spread 1m ht 51.64
flower bed
Ash bole 0.15m spread 3m
Fruit bole 0.2m spread 8m
ed rb we flo
Hornbeam tree (T5) to be removed and replaced by Hornbeam tree after building development.
Field
Fruit bole 0.15m spread 4m
Oak bole 0.8m spread 16m
Maple bole 0.6m spread 14m Ash bole 0.4m spread 10m
lawn
Hawthorn bole 0.3m spread 8m
Ash tree (T4) to be removed and replaced by Hornbeam tree after building development.
Hawthorn bole 0.2m spread 5m
edge of
Maple tree (T3) to be removed and replaced by Hornbeam tree after building development.
Hornbeam bole 0.6m spread 14m
Oak bole 0.5m spread 14m Oak bole 0.5m spread 14m
Field
Oak bole 0.55m spread 16m
Hornbeam bole 0.8m spread 16m
Oak bole 1m spread 18m
Oak bole 1m spread 18m
Oak bole 1m spread 18m
Oak bole 1m spread 18m ht 55.96 Oak bole 0.55m spread 16m
Oak bole 0.45m spread 13.5m
Oak bole 1m spread 18m ht 55.96
SKYWOOD BARN Cranbrook, Kent, UK
Andy Martin Architecture (AMA) Status: Planning Permission Granted | Budget: ~ÂŁ0.5M Personal Role: Design Architect Sept 2016 - Present
p. 15
SKYWOOD BARN - PROPOSAL The proposal refers to the creation of a contemporary house of 400sq.m. inspired by the local and timeless ‘working building’ aesthetic of the Kent barn. Beyond the inspiration of the ‘form’ and vernacular of the Kent barn, contemporary materials are used to blend the building in a seamless way with the landscape, sky and colours of the changing seasons. Therefore, the majority of the residence will be clad in colour coated metal panels with the two, end elevations and garage in locally sourced brick. The scale of Skywood Barn still reflects that of a Kent barn with a subtle curved eave line that emulates the rolling forms of the surrounding Kent landscape and constantly changing sky. Both the charcoal colour and homogeneous design have minimal Hornbeam bole 0.7m spread 10m
34.29
visual impact by removing the typical strong horizontal eave line and hence the change in material from roof to vertical walls. The dark colour camouflages the building into the woody parts of the surrounding trees in winter, as well as creating a backdrop to the various green/grey and golden hues during summer through to autumn. The vertical seams also add a lineal texture to the building similar to that of timber cladding and helps to simultaneously blend with trees and exaggerate the curved eaves. Personal Role: - Concept design in cooperation with the principal architect. - Preparation of the planning statement (DAS), architectural drawings and 3d renderings for planning application process. - Liaising with the planning consultant, arboricultural consultant and the clients.
ditch
34.77 34.59 34.62
Ash bole 0.3m spread 10m
35.08
34.97 34.75
35.10
BOU
NDA
35.09
8370 34.23
Maple bole 0.15m spread 6m
34.84 32.84 34.58
RY LI
Maple bole 0.3m spread 10m
NE -
POS
T&
WIR
E FE
NCE
, ht 13
00m
m
35.17
35.00
34.26
34.75
35.12
34.89
32.84
Store Plant
32.84 34.36
33.35 34.13
35.20 32.74
33.12 33.10 34.09
32.74 33.89
32.84 34.17
32.74 33.90
Entry / Boot Room 33.27
34.75
32.74
33.50
Outdoor Shower
Shower
1340
32.74 33.85
Maple bole 0.45m spread 12m
32.85
Utility
33.35
WC 730
1030
33.55
1000
2000
33.67
Ensuite
Shower
32.84 2930
Dining
3670
Kitchen
Master Bedroom
33.39
Proposed Ground Floor Plan. ase
in te
rrain
32.98
33.31
METRES
SCALE Hornbeam 0
bole 0.7m spread 1 10m 2
3
4
10
5
cre
ain terr se in
crea
5360
Guest Bedroom
TV Room
33.22
32.69
900 3960
3760
POND LEVEL +31.32
Ash bole 0.3m spread 10m
BOU
NDA
Maple bole 0.15m spread 6m
cre
RY LI
NE
as
e in
terr
ain
Maple bole 0.3m spread 10m
Maple bole 0.45m spread 12m
VOID
Bathroom 35.69
Bedroom 6150
POND LEVEL +31.32
Bedroom 5390
Balcony
Store
Proposed First Floor Plan. METRES
SCALE 0
1
2
3
4
5
10
5700 - roof ridge
Amended building location 500mm buried in existing ground level.
FIRST FLOOR LEVEL 35.69
EXISTING BUILDING GROUND FLOOR LEVEL 34.14 GROUND FLOOR LEVEL 32.84
POND LEVEL 31.32
Fixed double glazed aluminium framed window, powdercoat RAL7016.
5-leaf double glazed aluminium framed folding door, powdercoat RAL7016.
Metal cladding, powdercoat RAL7016.
1
Double glazed aluminium framed rooflight window, powdercoat RAL7016.
Fixed double glazed full height frameless window.
Proposed South-East Elevation METRES
SCALE 0
"Tilt and turn" double glazed aluminium framed door, powdercoat RAL7016.
2
3
4
5
Amended building location 500mm buried in existing ground level.
10
Double glazed aluminium framed rooflight window, powdercoat RAL7016. Chimney, blue/black regional brickwork.
FIRST FLOOR LEVEL 35.69 l
Ground Leve
Ground Level
EXISTING BUILDING GROUND FLOOR LEVEL 34.14
GROUND FLOOR LEVEL 32.84
POND LEVEL 31.32 Mirrored cladding
Fixed double glazed aluminium framed window, powdercoat RAL7016.
1
Metal cladding, powdercoat RAL7016.
Proposed North-West Elevation
METRES
SCALE 0
Aluminium fascia, powdercoat RAL7016
2
3
4
5
10
p. 17 Rhino modelling,Vray render and Photoshop. View to the South and South-East Elevation
Amended building location 500mm buried in existing ground level.
Aluminium fascia, powdercoat RAL7016
EXISTING BUILDING GROUND FLOOR LEVEL
5900 - roof ridge
Blue/black regional brickwork.
FIRST FLOOR LEVEL 35.69
3085
Ground Level
34.14 GROUND FLOOR LEVEL
Ground Level
32.84
POND LEVEL 31.32 Blue/black regional brickwork.
Frameless timber pivot door.
Fixed double glazed aluminium framed window, powdercoat RAL7016.
Proposed South-West Elevation METRES
SCALE 0
1
2
3
4
10
5
Amended building location 500mm buried in existing ground level.
Chimney, blue/black regional brickwork. Mirrored cladding 3040
Aluminium fascia, powdercoat RAL7016
Bricks
FIRST FLOOR LEVEL
und
35.69 3500
Gro
el
Lev
EXISTING BUILDING GROUND FLOOR LEVEL 34.14
Ground Level GROUND FLOOR LEVEL 32.84
POND LEVEL 31.32 Blue/black regional brickwork. Fixed double glazed full height frameless window.
"Tilt and turn" mirrored clad frameless door.
Proposed North-East Elevation METRES
SCALE 3
4
10
5
FIRST FLOOR LEVEL +35.69
5840
2
Garage
Entry / Boot Room
Kitchen
Proposed Short Section
Dotted-line to indicate garage
010
1
2600
0
GROUND FLOOR LEVEL +32.84
RIDGE LEVEL +6270 RL
12.5mm plasterboard or spruce plywood panel 32x50mm Internal batten Vapour control layer 180mm wool insulation / 140x38mm timber rafters 18mm OSB3 50mm rigid insulation Breathable membrane 45x50mm External batten / ventilation void 150x15mm boarding support Structure separating membrane Aluminium standard seam system
36°
3010
3740
FIRST FLOOR FFL +2850 RL
310
25mm floor finish TBC 20mm acoustic insulation 12mm OSB3 200mm posi joist Rigid insulation Horizontal stud Plasterboard ceiling
Varies - 740min
EAVES RL VARIES
340
2540
140
25mm floor finishes zone 75mm Isocrete K Screed or similar approved polymer reinforced screed containing Ambi-clip underfloor heating 125-250um polythene layer 140mm Celotex FI5000 with joints taped 225mm thick RC slab Gas membrane Cellcore to Structural Engineers details
12.5mm plasterboard or spruce plywood panel 32x50mm Internal batten Vapour control layer 180mm wool insulation / 140x38mm timber rafters 18mm OSB3 50mm rigid insulation Breathable membrane 45x50mm External batten / ventilation void 150x15mm boarding support Structure separating membrane Aluminium standard seam system
GROUND FLOOR FFL 0.00 RL SSL -240 RL
Typical Section Detail.
p. 19 Sketch showing the relation of the proposed building with the pond to the west.
Rhino modelling and Vray render. View to the north part of the building.
CHOTTO MATTE RESTAURANT Toronto, Canada
Andy Martin Architecture (AMA) Status: Tendering | Budget: ~ÂŁ5.5M Project Manager: Shawn Cooper Team: Thomas Carpentier, Andreas Kyriakou, Aida Navarro Personal Role: Architectural Assistant July 2016 - Present Chotto Matte Toronto is located at the ground floor of the TD Canada Trust Tower in Toronto and occupies an area of 835 sq. m. The internal dining space consists of 160 dining covers and other 50 at the bar area. The interior extends to a linear terrace along the Front Street frontage and has been designed to offer 150 extra covers for customers who wish to enjoy an exterior dining experience. A mezzanine is designed to break down the double height of the interior, hosting the customers toilets, offices and other secondary and preparation spaces. Three series of parallel ribbons of fabric fixed on metal frame feature a colourful artwork which covers the front face of the mezzanine and creates an intense contrast to the generally dark colours of the restaurant. Additionally, its organic shape offers a dynamic dimension breaking the rationality of the linear space and creating a visible from public space element which aims to work as attractor. Personal Role: - Drawing package for tendering. - Furniture modelling for fabrication purpose. - Terrace drawing package and technical detailing. p. 20
2
3
4
5
6
7
8
9
9X
10
11
12
13
14
15
16
17
N Cleaners ??
DISPENSE
1100 43 1/4"
STORE
SUSHI BAR 13 Covers
WS2 Under Pass Stone Boulder 04
WS1
WS3 Under
5 92 " 3/8 36
1100 43 1/4"
Stone Boulder 05 Pass
DINING EAST 74 Covers
699
Q
ROBATA BAR 15 Covers
Stone Boulder 03
LOUNGE Pass 36 Covers
EXIT 5
WS 7
1150 45 1/4"
1100 43 1/4"
COOKLINE CHEFS COUNTER
CL
CLOAK ROOM
COCKTAIL BAR 50 Covers
1100 43 1/4"
1360 53 1/2" 1100 43 1/4"
FREEZER
963
Stone Boulder 01
1100 43 1/4"
1047 41 1/4"
RECEPTION
1100
GLASS WASH
Store
Pass Stone Boulder 06
Elec?
J
STAIR 2
Coffee
1220
PREP 2
J
P
UP
PASTRY DISH WASH
WARE WASH
HOIST
1143 45"
COLD ROOM
1100 43 1/4"
INTERNAL ENTRANCE
500
500
500
500
DJ Station
Stone Boulder 02
1100
STAIR 1 WS5
WS6
R
DINING CENTRAL 48 Covers
EXIT 4
EXIT 3 WS 10
Store
S
Station1
Station2
Station3
T
Proposed Ground Floor GA Plan 2
3
4
5
6
7
8
9
9X
10
11
12
13
15
14
16
N KEG STORE
145
UP
M&E ROOM
FEMALE STAFF
STACKED ECOLOGY UNIT
LIFT
Sliding Door
P ICE PRODUCTION
ADMIN OFFICE
700
CL
FEMALE MALE STAFF
CL
MALE
CHEF'S OFFICE MEP RISER?
Q
R
S
T
Proposed First Floor GA Plan
17
100
Terrace Bar Area
Feature mesh fixed on powdercoated black RAL9005 steel cladding to the back face of the back bar area.
Undercounter bottle cooler.
Timber screen of 150x20mm burnt timber GROUND FLOOR FFL black strips fixed on 5mm powdercoated RAL9005 steel plate to the side installed in RL 0 200mm spacing. 5mm powdercoated black RAL9005 steel cladding to line with steel channel of glass balustrade. Feature mesh fixed on powdercoated Concrete plinth with finishtoon black RAL9005 steelresin cladding thetop. back face of the back bar area.
150
60"x12" floor drain as Undercounter bottle cooler. Advance Tabco #FTG-1260 or equiv.
FL05
Screed
SERVICES VOID
New hygienic resin floor. Slope to match existing.
SERVICES VOID
SERVICES VOID
20mm stone cladding. 12mm Dukkaboard XL tile/stone underlay.
SERVICES VOID
Terrace Bar Area
Screed
Timber screen of 150x20mm burnt timber strips fixed on 5mm powdercoated black RAL9005 steel plate to the side installed in 200mm spacing.
60"x12" floor drain as Advance Tabco #FTG-1260 or equiv. Stainless steel benching by catering contractor.
20mm stone cladding. 12mm Dukkaboard XL on Silver colour finish FRP tile/stone underlay. plasterboard.
Stone cladding to match existing. GROUND FLOOR FFL
FL05
RL 0
150
100
5mm powdercoated blackupstand RAL9005 For infill details, concrete and steelrefer cladding to line with steel slab to SDA drawings. channel of glass balustrade. Concrete plinth with resin finish on top.
Stone cladding to match existing.
Silver colour finish FRP on For infill details, concrete upstand and plasterboard. slab refer to SDA drawings.
270 - edge of drain
SCREENING TOP RL 2000
WL02
20mm new 1% sloped stone floor. Finish as FL4. Slot drain channel system.
A
Back FL04 Bar Joinery
150
30°
Back Bar Joinery
150
Stone cladding to match existing.
WL04
150x10mm powdercoated black RAL9005 steel plate to the base. Back Back face of back bar joinery. 5mm powdercoated black RAL9005 steel cladding to the front face of screen base shown as dotted line.
30°
150mm deep concealed gutter with 150x20mm feature burnt box timber strip. waterproof membrane and Ø60mm downpipe. 150x5mm powdercoated black RAL9005 steel plate welded on screen frame. 150x15mm powdercoated black RAL9005
150
JB06concrete upstand and slab For infill details, JB06 Feature mesh on 5mmrefer to SDA drawings. 2° fall powdercoated black steel cladding JB07 fixed on 18mm ply substrate to the back face of back bar. Refer also to CMT 670 for details.
150x20mm feature burnt timber strip screwed on 150x5mm powdercoated black RAL9005 steel plate welded on screen steel frame.
200 - nom.
WL18
SCREENING TOP RL 2000
Back face of back bar joinery. Stone cladding to match existing.
A
steel plate to the top of screen frame. Feature mesh on 5mm powdercoated black steel cladding fixed on 18mm ply substrate to the back face of back bar. Refer also to CMT SCREENING TOP 670 for details. 150x20mm feature burnt timber strip.
JB06
Feature mesh on 5mm powdercoated black steel cladding fixed on 18mm ply substrate to the back face of back bar. Refer also to CMT 670 for details.
WL18
WL18
Back Bar Joinery
150x10mm powdercoated black RAL9005 steel plate to the base. Stone cladding to match existing.
Front Street
150x5mm JB06 powdercoated black RAL9005 steel plate welded on screen frame.
JB07
150x20mm feature burnt timber strip screwed on 150x5mm powdercoated black RAL9005 steel plate welded on screen steel frame.
RL 2000
WL18
Bar Joinery
WL04
Front Street
FL
150x15mm powdercoated black RAL9005 steel plate to the top of screen frame.
150
Feature mesh on 5mmchannel fixed on 100x150mm structural 2° fallas angle, exposed 150mm. Finish powdercoated black steel cladding powdercoat fixed on 18mm ply substrate to the black RAL 9005. Sizes to be confirmed back face of back bar. Refer also to by Structural Consultant. CMT 670 for details.
200 - nom.
Screed.
150mm deep concealed box gutter with waterproof membrane and Ø60mm downpipe.
GROUND FLOOR FFL RL 0 JB06 Custom made hot-dip galvanized steel
150
20mm new sloped stone floor. Finish as FL4. Slope to match existing.
Screed
SERVICES VOID
2140 - nom.
Terrace Bar Floor Detail.
20mm stone cladding. 12mm Dukkaboard XL tile/stone underlay.
19mm TH laminated toughened glass balustrade with inserted graphic pattern confirmed by AMA.
Front Street
JB06
5mm powdercoated black RAL9005 steel cladding to the front face of screen base shown as dotted line.
Timber Screening Details - Plan + Section. Front Street
WL02 19mm TH laminated toughened glass balustrade with inserted graphic pattern confirmed by AMA. 5mm powdercoated black RAL9005 steel cladding fixed on 12mm ply substrate as JB06.
5mm powdercoated black RAL9005 steel cladding fixed on 12mm ply substrate as JB06.
455 85
290
80
Metal-framed linear planter.
50
Slot drain channel system. L24
140
FL04
Custom made hot-dip galvanized steel channel fixed on 100x150mm structural angle, exposed 150mm. Finish as powdercoat black RAL 9005. Sizes to be confirmed by Structural Consultant.
400
Screed. Butt joint.
L24 150
20mm new sloped stone floor. Finish as FL4. Slope to match exisitng.
4No. 5mm steel cladding fixed to the frame. Finish as powdercoat black RAL 9005.
PLANTER TOP RL 10
100
4No. 5mm steel cladding fixed to the frame. Butt joint. Finish as powdercoat black RAL 9005.
xx Dim
JB06
Terrace Planter Detail.
Stainless steel benching by catering contractor.
L24
- 12mm WBP plywood. - Waterproof membrane Gxx - Root barrier membrane dim 50x50 metal tube (SHS) - 25mm drainage cells to the frame typical. - Geotextile fabric wrapping - Soil
FL04
6410
100
Butt joint. L24
L21
400
L22
250
895
JB06
L24 TERRACE BAR
50x50 metal tube (SHS) to the L21 frame typical.
Fixed Shelf 1130 650
550
250 100
750
1100
STORE FL05
L24
JB06
Fixed Shelf
680
C WL18
780
110
100
250
Slot drain channel system.
19mm TH laminated toughened glass balustrade with inserted graphic pattern confirmed by AMA. Refer also to CMT 810 for details.
150
JB06
30 - nom.
Proposed Terrace Bar Details - Plan. L22
30
EQ ℄
1400
FL05 7 nom. toler. between timber scrn & back bar.
For infill details refer to SDA drawings.
FL04
EQ ℄
1% slope
L24
1% slope
FL05
110
40mm TH basalt stone TOP PLANTER countertop. RL 720 LED strip light.
BACK BAR
865
Slot drain channel system.
6mm black glass cladding fixed on 18mm plywood substrate.
JB06 L20
Waiters Station 02 Draws and Cupboards below.
50x50 metal tube (SHS) to the frame L20 typical.
1400
C
JB06
2No. Fixed Shelf above.
L21
SERVICES VOID
Timber screen of 150x20mm burnt timber strips fixed on 5mm powdercoated black RAL9005 steel plate to the side installed in 200mm spacing.
For WS2 details refer to CMT 663.
FL04
4No. 5mm steel cladding fixed to the frame. Finish as powdercoat black RAL 9005.
1% slope
JB05
Butt joint.
1% slope
FL0580 6295
2140
Existing column to remain with existing cladding.
JB06
Ø 1400 L24 1240
80
18mm WBP plywood to the base.
SERVICES VOID
100
Butt joint.
60"x12" floor drain as Advance Tabco #FTG-1260 or equiv.
B A
JB06
- 12mm WBP plywood. - Waterproof membrane - Root barrier membrane - 25mm drainage cells 4.5mm TH opal acrylic sheet diffuser - Geotextile fabric wrapping on LED panel (L20). - Soil
Butt joint. Gxx dim
2.5"x2.5" SHS-framed wall with 18mm plywood substrate clad with powdercoated black RAL9005 steel with feature mesh fixed on to the back face of back bar.
30 - nom.
650
250 100 2No. Fixed Shelf above.
150x150mm steel post with powdercoat black RAL9005 finish.
Butt joint.
B A
JB06
Draws and Cupboards below.
FL04
2 670
1350
Butt joint.
Waiters Station 01
Stone slab bartop on plywood substrate fixed to steel flat plate.
7760
JB06
940
For WS1 details refer to CMT 663.
Drain.
Terrace bar store with steel-framed walls clad with 5mm powdercoated black RAL9005 steel fixed on 18mm plywood substrate to the exterior and 12mm painted plywood to the interior.
L22
For infill details refer to SDA drawings.
Screed.
5mm powdercoated black RAL9005 steel cladding the front face of screen base shown as dotted line.
- 12mm WBP plywood. - Waterproof membrane - Root barrier membrane xx - 25mm drainage cells -Dim Geotextile fabric wrapping - Soil
L24
Butt joint.
150
390
Drain.
150x10mm powdercoated black RAL9005 steel pla Stone cladding to match existing.
Stone cladding to match existing. For infill details, concrete upstand and slab refer to SDA drawings.
50x50 metal tube (SHS) to the frame typical.
18mm WBP plywood to the base.
150x20mm feature burnt timber strip screwed on 150x5mm powdercoated black RAL9005 steel plate welded on screen steel frame.
Front Street
RL 720
- 12mm WBP plywood. - Waterproof membrane - Root barrier membrane - 25mm drainage cells - Geotextile fabric wrapping - Soil Screed.
WL04
100mm concrete plinth.
L24
50x50 metal tube (SHS) PLANTER TOPto the frame typical.
- 12mm WBP plywood. - Waterproof membrane 4No. 5mm steel cladding fixed to - Root barrier membrane the frame. Finish as powdercoat - 25mm black RALdrainage 9005. cells - Geotextile fabric wrapping - Soil
30°
4No. 5mm steel cladding fixed to the frame. Finish as powdercoat black RAL 9005. WL18
- 12mm WBP plywood. - Waterproof membrane - Root barrier membrane - 25mm drainage cells - Geotextile fabric wrapping - Soil
PLANTER TOP RL 720
A
200 - nom.
150
20mm new 1% sloped stone floor. Finish as FL4.
Back Bar Joinery
FL04
L22 Screed. Drain.
19mm TH laminated toughened glass balustrade with inserted graphic pattern confirmed by AMA. Refer also to CMT 810 for details.
L22
12°
Back cushion to be flushed with backrest.
20
C
A
35
12
245
235
12
12 Ø
105
12 5
270
285
5 455
12mm inner ring supporting, thicker to legs joints.
5
Dotted-line to show the inner supporting of seat's base.
305
365
B
Ø40
495
A
60
60
105 70
R300
290
Ø
R100
480
40
R300
12
75 115
12
60
410
42°
15
520
450
105
40
24°
8°
3°
Edge to have 12mm exposed plywood.
75
Double stitch to seat cushion.
485
105
Upholstered in leather colour RAL7022*
12
12
740
115
12mm plywood with European Oak veneer finish. Timber grains to be horizontal - refer to detail.
5
290
480
Horizontal oak veneer grains
685
75
Upholstered in leather colour RAL7022*
5
12
Backrest of 12mm plywood with European Oak veneer finish. Timber grains to be horizontal to match base of seat.
325
455
385
Dining Chair Details.
23the cocktail bar. View to the lounge area p. and
Subregion 1 Subregion 1
Three sub-regions.The model is set up with 3 subregions at its base.
Site current conditions.The models includes layers of current and existing situation.
CONNEC
TION EM ST
CONNEC
Subregion 2 Subregion 2
BLOCH
TION EM ST
SQ
BLOCH
SQ
EINSTEIN ST
VE RT ICA
Subregion 3 Subregion 3
EAST ED GE EAST ED GE
VE RT ICA LA LA IRP IRP OR OR TA TA XIS XIS
EINSTEIN ST
HORIZO
NTAL AIRPO RT
AXIS
HORIZO
CONN CONN ECTI ON IB ECTI N GAB ON IB IRON N GAB IRON
NTAL AIRPOR T AXIS
SOUT H EDGE
SOUT H EDGE
SDE DOV DISTRICT PLANNING Tel-Aviv, Israel
ShaGa Shyovitz Studio Status: Completed Principle Architect: Gary Freedman Team: Gary Freedman, Andreas Kyriakou Personal Role: Architectural Assistant July 2015 - Oct 2015 The project’s brief was the development of parametric tools for space and climate analysis of existing master-plan, as well as space and massing optimization in real-time based on the analysis feedback. The project developed in Rhino 3d environment using Grasshopper and Ladybug plug-ins.
Overall area of intervention with dynamic massing.
Blocks are opened towards internal urban spaces.
Dynamic street sections - Street section is dynamically controlled via sliders or through objects addition into designated layers in Rhino 3d.
Climate analysis of Subregion 3 faรงades and open spaces using Grasshopper and Ladybug.
1100mm
700mm
500mm
Diagram of Initial Geometry. Allocation of Use.
Optimisation / Volume Reduction.
meta[β]ole
The Urban Furniture Project | Larnaca, Cyprus Competition Pending result | Estimated Cost of Fabrication: 995€ Team: Andreas Kyriakou, Fanos Katsaris May 2017
p. 26
Forming o
of Organic Geometry.
Panelling / Weight Reduction
Folding / Creation of Resting Surface.
p. 27
The proposal aims to create an outstanding-designed structure which will function as a multifunctional bench for sitting and quick resting. The structure is designed to serve the swimmers and other passers who stroll on the pathway along the Makenzie beach in Larnaca, Cyprus. The form is developed sourcing the concept by the linear flow of the circulation along the beach and the triangular notion “stop-sit-relax”. On the intersection of this combination, the organic shape of the furniture is created highlighting the dynamic of the moving flow combined with the range of alternative relaxing poses. Therefore, the resulting form is designed to be adapted in the human body proportions and measurements featuring “ridges and valleys” giving the sense of continuous changing motion in the boundary of a single organic gesture.
Diagram of multifunctional use.
The proposal combines two phases of digital design and fabrication. At phase one all the individual panels are cut using a laser cutter machine, while in second phase a bending machine is responsible for the bending of the specified panels so that to create the bench surface. Finally, all the other requirements and fastening equipment are calculated precisely and given in tables by the digital design process reducing significantly the time of assembling procedure.
Typical Detail - Elevation 3 1
5
10
15
20
25
30 32
. : +950mm . .
A
: +700mm
5 -
935
4 -
A
: +470mm
1625
: ±0 2165
Proposed Plan View
2 -
Proposed Section A-A
: +950mm
: +950mm . . : +700mm
: +470mm
32x (St37) 3mm
: +470mm .
M6 (DOME NUT). : ±0
: ±0 935
-
.
Proposed Side Elevation 1
Proposed Side Elevation 2
Rhino modelling - Vray render - Photoshop p. proposed 29 The structure placed in the location.
SOFT SPACES
Redesigning the Design Museum, London, UK Master Thesis Research Project Architectural Association | Design Research Lab (AADRL) Team: Andreas Kyriakou, Andrew Potter, Weixin Zhao Feb 2015 - Jan 2016
p. 30
p. 31
SOFT SPACES This research has focused on the activation of elastic and fabric membranes through varying methods of inflation. These varying modes of actuation aim to provide surfaces which differ in their character and behaviour. The contraction and deployment of surface works to provide an office environment that breaks rigid spatial distinctions of the past while raising the probability of the chance encounter, a key social ingredient of the modern office. Framing kinetics as a heightened level of phenomenal articulation we hope to elevate the importance of this dynamic architecture beyond the pure physicality
of its movements. Accepting aesthetic desires and their interwoven relationship with both embedded meaning and spatial reconfiguration, another key aim of kinetic architecture, is essential in the advancement of contemporary architectural phenomenology. Proposing a strategy of architectural softness, this investigation aims to align kinetic architecture with new developments in the phenomenological field. Infiltrating the design museum with what is termed as softness, a three-dimensional intervention is made. Kinetic elements assist the proliferation of this proposed spatial and functional ambiguity through the animation of interiors and exteriors,
providing semiotic intent and affective impression. An architecture of soft kinetics aims to inhabit the space between input and output — the space between information and expression. Employing a cascade of interrelated movements, the simple triggering of one element may, through adjacency or reverberations within space, create an array of motions and reconfigurations far more dynamic than one element alone. This space between information and expression is a supple, billowy depth. Within this interstitial space “all life and innovation takes place�.
Guide
Force generating prototype using hydromatic system - the bending behaviour is based on analysis of Mimosa Pudica mechanism and utilising the material properties of Sodium Polyacrylate.
Guide
Pneumatic prototype - using similar logic, the hydromatic pillow is replaced by a pneumatic system. p. 32
Articulated Surface - horizontal and concentric forces may be applied to give base shapes dimensionality and activate their inscribed folding patterns (simulation of surfaces based on fold lines using Grasshopper 3d).
Vertical circulation through void Stair and Mezzanine.
This proposal works from the inside-out. Addressing the Design Museum as a case study, we intervene with softness. Examining prototypes and their behaviours, we combine them as elements within a system of soft, articulated membranes. Ceilings and surfaces become occupiable regions and way-finding elements. This interior world and its existing frame are accommodated by a flexible enclosure that is suggestive of activities within.
Physical Model Interior view and façade’s double layer.
Autodesk Maya modelling - Vray render. p. 33 view - Level 5. Interior
p. 34 Autodesk Maya modelling - Vray render. Vertical circulation through the void.
Utilizing colour mapping as its foundation, crowd simulation is able to simulate agent behaviours in relation to the space they inhabit. Characterizing areas along a social continuum, agents respond to the social function of the space they inhabit. Programmed with different behaviours, agents may slow down and linger for set periods of time, continue at a steady pace, or increase their speed. This simulation provides information demonstrating the circulation of users throughout the building and the relationship circulation has with social function. As a result, by shifting the social qualities of the space, we are able to return circulation information which can inform the configuration of curve networks and ceiling deformation.
Cellular Space
Prescribed Space
Co - Working
Circulation Area
Full Social
Chance Encounter
Social Mapping - Social Quality Simulation using Interactive Creative Environment (ICE) by Autodesk Softimage.
Users in Workspace Users in Gallery
Social Mapping 12-hour Building Cycle Social Behaviours linked by Void
Users in Meeting Spaces Users in the Cafe
p. 35
Scenario 1 Small -size working clusters.
Scenario 2 Small -size working areas + Exhibition space.
Scenario 3 Large -size working clusters.
Scenario 4 High Occupation
Interior configuration - Scenarios
Bird-eye view from the riverside. The building’s facade is double layered and employs a strategy of both deformation and perforation.
Facade’s contours and perforation. Primary and secondary network. View and space driven.
p. 37
Physical model without external facade.
Physical model - 3d print.
Physical model - interior configuration.
Facade chunk with perforation - 3d print.
Ceiling curve network with perforated membrane - physical model.
THE JUMPING STOOL
Jumping Stool prototype & behaviour. APPROACH + RELEASE
SEATED + LOCKED
STANDING + RELEASED
Within the variety of soft environments, an elastic behaviour is introduced. This is present as a furniture element. This mobile furniture utilizes the jumping mechanism which was investigated during the mechanism development phase. Based on the elastic behaviour of the mobile furniture, we introduce the Jumping Stool. The stool serves as a mobile furniture element that, upon jumping, is able to create a free floor space. It functions as individual sitting element within the Gallery space or to create small meeting cluster within office programs. Its jumping mechanism may be activated by human weight while a lock and release mechanism keeps the stool on the floor for some seconds before it snaps back to the ceiling. Vray render.
The jumping stool adapted to the interior soft ceiling.
p. 39
ENCODED MATTER
Autonomous Agent Behaviour Using Processing Programming Language Workshop Architectural Association | Design Research Lab (AADRL) Team: Chiara Leonzio, Andreas Kyriakou, Georgia Tsoli December 2014
p. 40
p. 41
ENCODED MATTER The brief was to deal with computational shapes that can live by their own rules, make their own decisions and have a kind of an independent behavior. In particular, the workshop introduced and was occupied by the development of the code of autonomous agent behavior in Processing programming language. The term autonomous agent generally refers to an entity that makes its own choices about how to
act in its environment without any influence from a leader or global plan. Furthermore, a second goal was the idea and implementation of “Real-Time Feedback Loop�. Using a computational unit, a CNC milling machine and a sensor that could read and send data (input / output), was possible to influence the behavior of the computational agent and the physical machine in real-time process.
Agent-based code. Test on emergent behaviour.
FAMILY 1.0 p. 42
FAMILY 2.0
CNC Parameters Test + Printing - High density PU foam.
CNC + Arduino + Sensor Assemblage - Real-Time Printing High density blue foam.
CNC + Processing | Real-Time Feedback Loop - Equipment Setup.
Cross Bracing System.
Final Physical Model.
Δ Span
Phase Changing Material Behaviour / Structural System using Sodium Acetate Workshop Architectural Association | Design Research Lab (AADRL) Team: Andreas Kyriakou, Ashwin B. Anandkumar, Jitesh Jadhav November 2014
The brief was to build the lightest, strongest bridge which can span one meter using sodium acetate. Studying the material behaviour, complexity, constraints and parameters were the factors to be considered. It included in-depth exploration of the various deposition methods used for depositing sodium acetate. Developing the methods, observing the constraints of the material and designing a truss system which could be used to span a meter-long bridge. Various methods of material deposition were being implemented. When material was deposited in a vertical stream it had a tendency to twist after certain height and break. It was working best when it was deposited in certain angles. The angles of inclination, thickness of the members and the
rules considered for constructing the geometry were some of the predominant factors considered. Different level of thickness were used for different areas of the geometry. The thickness kept on reducing as it moved to the centre of the geometry. The main components of the geometry were the base, spine, cross bracing and mesh pattern which supported by cross bracing. The base had the thickest member so as to take the load which is subjected to it. Deposition was done at certain angles so as to form strongest nodes which could take the weight of the profile.The spine was the main membrane which held the whole configuration together. A tessellation pattern was formatted creating nodes junction at various levels. Various angles of inclination were used for the mesh pattern developed. Tests were performed to derive the angle of inclination to create the profile above. The angle of inclination was showed superior result was 70 degree inclination.
Ă˜
m
m
700mm
2m
N oz
zl e
Ă˜
N o z zle
1m
0mm
100
mm
250
Digital Exploration using Autodesk Maya nParticles.
Diagram.
Deposition, Cantilever exploration, Construction process.
nParticle exploration was done to explore on the different possible deposition methods digitally. By creating emitters of different numbers, sizes, angles and paths, deposition method was simulated.
TRI-SPONSIVE SUNSHADE SYSTEM Exarchia, Athens, Greece
Building Technology Course Project National Technical University of Athens With: Eleni Ziova | Nefeli Lagoudaki Oct 2013 - Feb 2014
p. 46
p. 47
TRI-SPONSIVE SUNSHADE SYSTEM The project is an algorithmic procedure using computation design method (Grasshopper 3d). The parametric system has been designed to be installed in a small square in the Athens downtown. A Grasshopper definition describes and creates the topology of the initial geometry controlling all the stages of the project until the final form. The topology of the structure is described by equilateral-triangle units creating the metal frame. Each unit consists of a triangle-shaped smart material (shape-memory alloy) having the ability to expand or shrink itself. This smart material alloy is braced on the frame with metal CHS arms and joints, able to achieve local movement to the normals-axis. The behaviour of the structure changes based on the sun path and position and reacts with the sunlight intensity. The more the amount of sunlight absorption, the merrier the offered shade. As a result, in an intense sunny day each triangular unit is expanded and lifted up in assistance of the flexible brace system with the joints creating finally a shaded sustainable space to the square.
The Grasshopper definition.
DEVELOPMENT PROCESS
BEHAVIOUR ANALYSIS OVER A YEAR
Initial geometry.
Structure behaviour 12:00 | 21 December
Triangulation Structure development.
Structure behaviour 12:00 | 21 June
Triangular units Inactive state.
Triangular units Active state.
Structure behaviour p. 49 12:00 | 21 September
FLOW + RIFT
New Archaeological Museum | Pafos, Cyprus Undergraduate Thesis Project National Technical University of Athens Oct 2013 - July 2014
p. 50
p. 51
FLOW + RIFT The brief aims to achieve an intense reflection to the border creating a sharp discontinuity. of the largest existing archaeological park of Pafos back to the city. Beyond of that, the city faces the lack of a proper museum space which would be The reflection re-negotiates the relationship capable to expose all the valuable findings of the park with the city, trying to dissolve of a city which exists for over 2300 years. the boundary line between the two which Pafos has a remarkable history which left a tends to become more visible as the city rare cultural heritage and gave a prominent grows and spreaded to all directions while position in the history of Cyprus. the park stays as it is - a plan-less area with lack of design.The existing result is an intense Currently, there is only one small provincial contrast of the park to the city which looks archaeological museum in the city which like as a buffer zone where the city is pressed struggles to reveal and expose the history
through the findings. On the other hand, due to its relevant small size is not able to accomodate all these numerous findings that have been found from the excavations programs. The project aims to suggest a complete proposal which applies a masterplan design over the whole area of the archaeological park and in second phase it focuses on a specific area of the masterplan where it suggests a new archaeological museum for the area as a part of the holistic design.
Cyprus Island - Republic of Cyprus
Pafos district
Hellenistic theatre
Mediterranean Sea
Nicosia
Pafos city
Trace of NW ancient walls.
Lighthouse
Existing gravel paths.
Archaeological Park entrance. Port
Borough of Pafos City centre Medieval castle
Tombs of the Kings Park
Fenced boundary of archaeological park.
Pafos Archaeological Park (region of intervention) Pafos International Airport
p. 52
Masterplan - existing archaeological excavations work as repelling forces for the building defining its final shape as a manoeuvre between them.
p. 53
NAM - Basement 2 Plan 1 - Stores of excavation finds. 2 - Store of care and maintenance department.
1 2
NAM - Basement 1 Plan 1 - Entrance - Tickets - Information 2 - Cloakroom 3 - Shop 4 - Auditorium 5 - Management 6 - Main Atrium 7 - Permanent Exhibition
8 - Multimedia/Video Area 9 - Temporary Exhibitions 10 - Educational Programs 11 - Restaurant / Cafe 1 12 - WC 13 - Maintenance Department 14 - Exit to the arch. park 8
11
13
7
12
14 11
9
NAM - Ground Floor Plan 1 - Auditorium 2 - WC 3 - Research & Study 4 - Terrace
5 - Library 6 - Cafe 2
6
5
p. 54
4
2 3
1 12
6
5
10
1 4
2 3
p. 55
NAM - East Elevation
NAM - West Elevation
NAM - Long Section
p. 56
p. 57
Rhino modelling and Vray renders. View of the entrance lobby, ticket desk and information.
Views of the permanent exhibition area.
p. 58
Bird eye view to the west.
p. 59
p. 60
Physical model of the proposal lasercut greyboard.
p. 61
SCHOOL
Primary School | Kato Kifisia, Athens, Greece Architectural Design Studio Project National Technical University of Athens Team: Andreas Kyriakou, George Panagopoulos Sept 2009 - Feb 2010
p. 62
p. 63
SCHOOL The building is developed in three levels. The ground floor level consists of a large central courtyard. It is an open space and the core of the school. Three small independent volumes are developed and house all secondary services and facilities around the yard (administration, workshops, restaurant and library). The access is provided via two main entrances/gates leading directly to the yard. Vertical voids to the three corners of the open space organise and direct
p. 64
the circulation to the other levels and areas of the building. The first floor level features mainly outdoor areas as well as a big glazed laboratory at the northeast corner. At this level, an upper large yard is created to the south and accommodates sport, leisure and training facilities (basketball court etc). Moreover, the tops of the three ground floor volumes are used as green roofs, featuring botanical gardens for educational purposes.
A floating bridge connects them all together unifying the circulation flow and providing access from one garden to the other. At the second floor level, a free-form U-shaped volume soars over the main courtyard and the detached ground floor volumes. It houses twelve classrooms (six in each of the two long wings) and a semi-open area between them for social activities. Cylindrical reinforced-concrete columns support the big volume, creating a rhythmic grid to
the ground floor level around the open yard. Finally, while the grid of the second floor level is diffused into the orthogonal grid system of the ground floor level, it contributes to the complexity of the building simultaneously. Same, the free-form enhances the continuity and ties the whole building system.
Physical model of the building handmade - greyboard.
p. 65
Program Management | Administration | Library (455 m2) Workshops (490 m2) Restaurant (280 m2) Multi-purpose hall (650 m2) Main Entrance
6000 m2
The plot is pushed down 1.5m from the level of the road.
The program is broken down into three volumes housing services and facilities, shaping the central courtyard in the middle.The multipurpose hall volume is pushed down further 2m.
A secondary upper yard is created on top of the volume of the multi-purpose hall.
A floating bridge connects the green roofs of the three volumes unifying the circulation flow at the first floor level.
Classrooms (1390 m2)
A free-form U-shaped volume soars over the central yard and ground floor volumes housing the classrooms at the two long wings.
p. 66
+2.00
+2.00
-1.00
4
3
5 -1.50
6
-3.50
-4.50
-3.80
GROUND FLOOR PLAN 1 - Administration / Management 2 - Library 3 - Workshops 4 - Restaurant 5 - Multi-purpose Hall 6 - Central yard
1
2
-0.50 -1.50
+2.00
+2.00
-1.00
3 3
+2.00
+1.00
-1.50
1 2 -1.50
4
+2.00
+1.00
FIRST FLOOR PLAN
-1.50
+2.00
1 - Laboratory 2 - Outdoor Sports Facility 3 - Green Roof / Botanical Garden 4 - Floating bridge
+2.50
3
-0.50 -1.50
+2.00
+2.00
-1.00
+2.00
+1.00
+1.00
1
3
-1.50
+2.00
2
+5.50
+1.00
1
SECOND FLOOR PLAN 1 - Classrooms 2 - Semi-open public space 3 - WCs
+2.50
+2.00
-0.50 -1.50
p. 67
Rhino modelling and Vray renders. View from the entrance gate to the main yard.
View from the upper second yard to the main yard.
Section through the main yard and multi-purpose hall.
p. 68
Night view to the West elevation.
View to the North elevation.
Short section through the main yard.
p. 69
TIMBER LODGE Cyclades, Greece
Architectural Design Studio Project National Technical University of Athens Team: Andreas Kyriakou, Lefteris Sergiannis Feb 2010 - June 2010
Aim of the brief was to design a timber lodge for a seaside camping area in Cyclades, Greece. The project was demanding conceptual design which would take into consideration the natural beauty of the area as well as a submission of a complete set of technical detailing and description of the construction methodology. The proposed lodge consists of timber and metal members mainly. The main structure (columns, joists, rafters) is timber while exposed metal rods fixed on special custom-made metal brackets are applied to the outer faces to brace them. The finish is specified to be timber lining boards in horizontal arrangement and in a way to be easily replaced if they are destroyed due to the exposure to the weather phenomena.
p. 70
Hybrid physical model. p. 71
A
B
Γ
64
Δ
86
62
Z
H
72
Θ
69
72
Ι 26
498
β 20
Ε 26
80 Stair 2
218
20
Riser
220
14X0.2
20
74
6
Tread 13X0.25
12
11
10
9
8
7
6
5
4
3
2
1
80
13
80
14
56
6
80
6
56
8 8 8
16
78
102
1
+1.14
292
α
256
α
452
24
2
20mm marine plywood. 60mm extruded polystyrene insula<on. 20mm marine plywood. Liquid-applied elastomeric waterproofing membrane. Timber lining boards.
24
3
142
166
442
80
80
+1.14
6
70
80
5
50
20
68
20
50
220
20
80
Ground Floor Plan.
ξύλινες περσίδες ηλιοπροστασίας 125
4 3
60
100
398
25
2 1 ±0.00
Stair 1 Riser
6X0.19
Tread
5X0.25
β
1
2
3 +7.25
80x160 mm %mber %e-beam. +6.55
60x160mm common ra=er.
+6.47 +6.23
270
279
314
Ø10 mm steel rod to support suspended stair.
Roof %mber cladding. Double layer waterproof membrane. 60x60 mm roof ba;en. 60x100 mm common ra=er. 60mm extruded polystyrene insula%on. 20mm marine plywood.
+4.77
+3.92 +3.80 +3.64
20x100 %mber board finish flooring. 60x100 mm %mber ba;en. 20mm marine plywood. 80x160 mm %mber joist.
20x50 mm %mber louver.
266
60x60 mm horiz. %mber ba;en.
80x160 mm %mber joist.
+1.14 +0.86
20x100 mm %mber board finish flooring. 60x100 mm %mber ba;en. 60mm extruded polystyrene insula%on. ±0.00 20mm marine plywood.
p. 72
Short Section.
Timber cladding.
Exploded view - technical drawing showing the order of assembly.
60x100mm common ra:er. 60x60mm roof ba8en.
80x160mm 'mber 'e-beam. 20mm 'mber lining boards. Liquid-applied elastomeric waterproofing membrane. 20mm marine plywood. 60mm extruded polystyrene insula'on. 20mm marine plywood. Ø10 mm steel rod fixed on bespoke steel brackets to the corners. 60x60mm 'mber ba8en.
20x100mm 'mber board finish flooring 60mm extruded polystyrene insula'on. 60x280 'mber fascia. 60x100mm 'mber ba8en. 80x160mm 'mber joist.
2No. 80x200 mm 'mber column. 60x280 mm 'mber fascia. 60x100 mm 'mber ba8en. 80x160 mm 'mber joist.
20mm marine plywood. 60mm extruded polystyrene insula'on. 60x60 horiz. 'mber ba8en. 20mm marine plywood. Timber lining boards. 60x80 mm ver'cal 'mber ba8en.
60x60 mm horiz. 'mber ba8en. 60x80 mm ver'cal 'mber ba8en.
Ø10 mm steel rod fixed on bespoke steel brackets to the corners.
Openable 'mber-framed window. Double glaze. Fixed 'mber-framed window. 20x50 mm 'mber louver.
p. 73