SVEN portfolio June 15

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SVEN NEVLIDA Pricovy 81, 26401 Sedlcany, Czech Republic +420 604 262 131, sven.nevlida@gmail.com Innovation in the field of architecture I can offer professional and academic experience. I’m strong in digital craft - 3D modelling, programming, graphics. Additionally I’m interested in Fabrication and Robotics. I want to find a challenging environment, where I can grow!

EDUCATION Texas Tech University, Lubbock, TX Masters of Science, Architecture (Major), GPA: 4.00 Graduation: August 2015 studio of Christian Pongratz - 2012 Graduate assistant - 2012 Urban Stage - an interactive installation - 2014 AT&T Fellowship - 2014/2015 Graduate assistant - 2014/2015 Thesis - Mass Fabrication of Non-standard Geometries Czech Technical University, Prague, Czech Republic Masters, Architecture and Urbanism (Major) Graduation: February 2014 Masters degree with honors 2nd best student urban design 2011-2012 study abroad at Texas tech University 2012 parametric architecture - FLOW studio - 2009-2011 studio of Henri Achten - 2013-2014

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EXPERIENCE Texas Tech University, College of Architecture, Lubbock, TX graduate assistant Aug 2014 — Present Intex Ledec, v.d., Prague, Czech Republic graphic designer, interior designer Jun 2013 — Nov 2014 Hut architektury Martina Rajnise, s.r.o., Prague, Czech Republic scripting/modelling specialist, architect Feb 2014 — Sep 2014 Ing. Arch. Tomáš Kosnar, Prague, Czech Republic architect Aug 2013 — Aug 2014 Czech Technical University, College of Architecture, Prague, CZ course tutor Sep 2013 — Jun 2014 Texas Tech University, College of Architecture, Lubbock, TX workshop tutor Aug 2014 — Sep 2014 ARCHIP, Prague, Czech Republic course tutor Feb 2014 — May 2014

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Czech Technical University, College of Architecture, Prague, CZ workshop tutor Apr 2014 — Apr 2014 Czech Technical University, Prague, Czech Republic event manager/planner/promoter Nov 2013 — Jan 2014 Czech Technical University, Prague, Czech Republic performer Feb 2014 — Jun 2014 3Dex.cz, Prague, Czech Republic 3d printer operator / manager Sep 2013 — Jul 2014 Czech Technical University, College of Architecture, Prague, CZ workshop tutor Feb 2013 — Feb 2013 Architecture Students’ Association, Prague, Czech Republic PR manager Nov 2010 — Jan 2013 Christian Pongratz, Lubbock, TX research assistant Mar 2012 — Dec 2012 Texas Tech University, College of Architecture, Lubbock, TX graduate assistant Aug 2012 — Dec 2012

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Atelier Suran, s.r.o., Prague, Czech Republic assistent, draughtsman May 2009 — Feb 2011 Czech Technical University, Prague, Czech Republic event manager/planner Dec 2010 — Mar 2011

SKILLS & ADDITIONAL INFO Computer Skills Rhinoceros - tutor level Grasshopper - tutor level Vray rendering - professional AutoCAD - professional Adob Suite - professional .NET programming - professional

Digital Design and Fabrication Certificate, Texas Tech University, College of Architecture, 2012

Visual Basic / C++ / Html Processing / Arduino RhinoCAM / Cura Maya / 3ds max ArchiCAD / ARC+ Microsoft Office Pepakura Designer T-Splines

2nd best Student’s Urban Design Czech Republic, 2011

Languages Czech - mother tongue English - fluent German - advanced

ReSite Workshop, Cecil Balmond Invited programming specialist, ARCHIP, Prague, 2013

Non-architectural skills Promoting, Event Planning, Sound Engineering, Metal casting Hobby: ice hockey, soccer, trekking, racquetball, fitness, ski run, snowboarding, travelling, adventure, music - playing guitar, bass, drums, trumpet, singing

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URBAN NODE TTU, College of Architecture, Lubbock, TX Urban Stage, interactive installation August - November 2014 Urban Stage was a project comissioned to CoA TTU by the city of Lubbock. The main goal was to bring more attention and life to the Downtown Lubbock through temporary art/architectural installation and series of cultural events. Project was assigned specifically to the Studio of Christian Pongratz and Dustin White. The entire proposal was divided into geometrically defined subparts. We were assigned to work on 2D/3D Points aspect of the Urban Stage project. Considering the geometrical nature of a point, we had to take in account it’s spatial relevance. A point in the space (or on the plane) stands for simple singularity, in relation to public space we had to reconsider the point volumetrically. The effect may stay singular but the effector must be three-dimensional, our experiment investigates point effects within three-dimensional artifact. Main purpose of our project is to trigger various events on an object that influence the behavior of a crowd. We are proposing that one can encounter different reactions based on positive and negative conditions created by speakers and lights. In order to achieve that we are using sensors such as microphones and motion sensors. Thus we introduced the URBAN NODE.

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(1) acrylic modules

(2) mushroom head

(3) electronics

(4) mushroom leg

(5) base

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opt.1 - speaker

opt.2 - sensor and microphone

mounting piece

closing part

circuit board

plastic tube

acrylic tube

RGB led strip

nesting cylinders alignment rim

mushroom shell

fixing wooden blocks fixing wooden blocks installation tube

layered leg negative

waffle bracing

hollow counter piece

top perforated board

siding

bottom perforated 13board


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GARDEN PALACE CTU, College of Architecture, Prague, Czech Republic UP! London Skyscraper, master thesis September 2013 - February 2014 The project deals with a site where of a former dockland, but recently has been transformed into the growing administrative centre of London. This part of the city has in a short time-period evolved into a monofunctional administrative part thanks to investments from a single developer (Canary Wharf Group). Uniqueness of this area gives an opportunity preferably to build here headquarters of large companies. This fact affects signifiantly the price of the neighbouring properties and thus also the potentially different purpose of emerging projects. But as the only subject holds the economical, architectural and urbanistic rule over the area this situation needs to be rethought with this precedent. That’s why I aim more at the quality of the public space and its inflence on the surroundings. I’m basing my proposal on the needs of the current environment and I’m trying to refine it to function better as a complex. My projects answers to those basis through an urban public structure, where the public space encloses the building base, exterier and interier complete each other as they do with the adjacent site. In my project I focus on the quality of public space, that works alongside with water surfaces and gives something back to the inhabitants of Canary Wharf. The structure is inspired by structural principals of the bamboo stem. Bamboo works as a great parallel, because of the similar forces (lateral forces of wind) that affect both skysraper and bamboo body. From this point of view bamboo is one of the slenderest natural structures ever with high structural efficiency.

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LONDON

ISLE OF DOGS

1 BAN

20


north

NK STREET

1000ft height limit

600ft adequate height

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bamboo stem is hollow and it’s divided by nodes a) stem b) longitudinal section c) node d) cross - section

a)

b)

the building is hollow and it’s divided by mechanical floors a) facade b) longitudinal section c) mechanicla floor (density at graph A) d) inner and outter layer e) the distance betwee outter columns is smaller than the distance between inner columns. f) disposition depth ( graf B)

c)

d)

d) d)

c)

x e) x<y

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y f)


d)

d)

generating structure based of the graph data A - mechanical floor distribution rythm, B - disposition depth vs atrium length, C - element frequency

b)

a)

4 shapes determining the shape of the bld criteria: aerodynamics, site context, bamboo

structural model

c)

y f)

lateral forces - wind

supports

gravity

form finding

e) x<y

- it has stronger effect on the wind facing side - predominant winds are west-north

structural model

- supports are located at spots, where the inner and outter columns intersect with the ground

displacement, 100 times scaled up

- loads related to the floor weight - 700 kg per metre square + structure

structural analysis

structural model

x

- full height of the inner atrium is later reduced due to inefficient use of material - optimization script later also throws away bracing segments, that are not efficient

- maximal displacement caused by lateral forces of wind is 820.5 mm - for ballancing the structure there’s a damper installed

- structural analysis has been calculated side by side with an algorithmus that guaranteed profiles that would stand the loads

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30 outter layer

inner layer

MECHANICAL FLOOR

FITNESS

MECHANICAL FLOOR

MECHANICAL FLOOR

DAMPER


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installation shaft

mechanical floor

elevators and staircase

vertical communication and installations

together

mechanical floor bracing

PARKING

RESTAURANT MECHANICAL FLOOR

LOBBY FACILITY

MECHANICAL FLOOR

SWIMMING POOL

MECHANICAL FLOOR

0


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STRUCTURAL THIN-BOLE CONSTRUCTION Hut Architektury Martina Rajnise, Prague, Czech Republic experimental construction from wood, tower design February 2014 - June 2014, realization: Summer 2015 This experimental project was lead by architect Martin Rajnis, internationally recognized architect from Czech Republic, who’s also a laureate of the Global award for sustainable architecture 2014 for his experimental wooden construction. Project’s goal was to build an observation tower in Prague. This comission was developed in a 3 phases. First was the inital testing phase where we have explored capabilities and joint principals of the young ash and maple bodies. In this step I’ve started developing a structural principal in Grasshopper and began with the form-finding process closely supervised by professor Rajnis. The resulting design was a tower with central spiral staircase and 3 supportive legs made out of experimental wooden construction. Second phase was rather practical - studio packed up the gear and headed north to build a simple real-scale model to verify both assembly principal and joint bearing capacity. A part of one supportive leg of the tower structure was built. Third phase was intiated by investor himself (city of Prague) - we were assigned to build a similar object at edge of Prague’s recreactional area “Kyjsky rybnik”. Shape was redesigned to form an arch. Same pattern and joint principal was deployed. Construction lasted more than 2 weeks. Final phase of the project, which is the tower construction itself, is planned to take place in the Summer 2015.

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CLIMBER’S ABYSS Molab studio of Henri Achten, CTU, Prague, Czech Republic Canary Wharf crossrail station Spring 2013 Climber’s Abyss is a project made in the studio of professor Henri Achten, Phd. The assignment was based on a building design of the Foster & Partners proposal for London’s Crossrail station in Canary Wharf. My concept attempts to respect original research lead by Foster and thus I do not change the overall layout of 7 storey building and in most of the floors the very same function was kept. The major addition in a functional sense of view was the Climbing wall that spans accross the entire building. Climbing wall creates a unique attraction that has a great potential in this particular area of the city. The structure of the roof is designed to allow through enough sun light to supply vegetation on the top floor’s park and to provide a shed for the passing pedestrians.

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eSCAPE Studio of Henri Hanson & Martin Barry, CTU, Prague, Czech Republic Canary Wharf crossrail station Spring 2013 eScape was a team (4 members) project lead by Henri Hanson and Martin Barry. eScape is a parkland taking full advantage from its location on water. It creates healthy environment that is living and livable - habitat for everyone. The park answers the needs of new ecologies and creates diverse urban ecosystem for wildlife. It also responds to the needs of surrounding areas creating places for cultural, social life and active recreation. eScape is an emergent landscape changing in time, changing its face but not its purpose.

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BEZONO KONFORMA Studio FLOW of Milos Florian, CTU, Prague, Czech Republic Pricovy Municipal house, bachelor’s thesis Spring 2011 Bozono Konforma is a project for a new municipal house in a small Central-Bohemian village Pricovy, that was supposed to succeed the existing building that is not functioning ideally - it’s spatially inefficient, in a bad condition and it complicates the traffic situation in the area. My proposal is not only addressing the existing issues, but moreover it’s bringing up an innovative concept for a municipal office. The original idea involved a ORIGIN oils bioreactors integrated in “windows” of the facade, but the concept was later simplified in order to make building feasable. The envelope consists of light-weight composite panels, that are precisely CNC milled out of extruded polystyren and then laminated from both sides (inspired by Bechthold, Martin. Complex Shapes in Wood: Computer-aided Design and Manufacture of Wood-sandwich Roof Shells. 2001. Print.). Panels are pre-fabricated and then assembled on site, panels are connected via finger joints. Standard openings’ infill is replaced with 4-layers of ETFE foils, resulting cavity is air-pressured. Foil cushion’s are anchored by outter aluminium frame (design solution consulted with Foiltec).

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X0j [4650;14550] PT: +-0.000 UT: +-0.000

0 260 450 20 0 10

A

B

1100

X0h [15100;11800] PT: +-0.000 UT: +-0.000

+-0.000 300

T5

D1

150

T3

900 2050

+-0.000 4460

800 2050

2700

T4

150

2400

0

800 205 0

T2

150

1.6

30

D2

1800

900 2050

300

D3

165 0

+-0.000

150

300

1.5a

18

8x 25 0x 175

+1.575

20 00

135 0

T1

700 2050

10

110 0

300

1.7

T6

00 150 3

150

30 0

D4

280

1500

170

2000

1200

S5

150

100

1.5

1.2

0 110

9

1100

1600

2800

1300

150

1500 1700

100

800 2050

D3

30 0

1.4

19

1.3 125 0

150

25 00

260

150

100

1900

150

1820

3100 300

150

125 0

D3

X0g [-210, 9400] PT: +-0.000 UT: +-0.000

650

2200

1.1

1100

A

260

1500

100 200

260

0 208

2130

B

X0a [0;0] PT: +-0.000 UT: +-0.000

76

X0i [7150, 550] PT: +-0.000 UT: +-0.000


legenda materiálů

FÓLIOVÉ STŘEŠNÍ OKNO TEXLON 4 VRSTVY ETFE FÓLIÍ VZDUCHOVÁ MEZERA 30 - 150MM

L

ŘEZOVÉ

862

HLINÍKOVÝ RÁM OKEN SVAŘOVANÝ, TL. 15MM

65

EXTRUDOVANÝ POLYS AL PROFILY S TEPELNOU

35

30

43

65

90 25

10

30

20

35

90

25

53

KOTVÍCÍ LANKO TĚSNÍCÍ/IZOLAČNÍ PODLOŽKA NEREZOVÝ ŠROUB M10 105 250

20

20

53

260 200

legenda místností č.m. název místnosti plocha v HLAVICE m2 podlaha NAPOJOVACÍ 5.05PRO PŘÍVOD VZDUCHU RECEPCE P1 P1 VÝTAH 2.58 SCHODIŠTĚ 11.95 P1 PŘEDSÍŇ WC 11.65 P1 3.20 P1 WC MUŽI 1.55 P1 WC - KABINA WC ŽENY 4.20 P1 KNIHOVNA 62.75 P1

75

povrchy stěn EPOXIDOVÁ STĚRKA POHLEDOVÝ BETON EPOXIDOVÁ STĚRKA EPOXIDOVÁ STĚRKA EPOXIDOVÁ STĚRKA EPOXIDOVÁ STĚRKA POHLEDOVÝ BETON

30

62

1.1 1.2 1.3 1.4 1.5 1.5a 1.6 1.7

PVC PRUŽNÁ SPO HADICE, TL.25MM

legenda materiálů

NAPOJOVACÍ HLAVICE PRO PŘÍVOD VZDUCHU

VZDUCHOVÉ POTRUBÍ PVC, TL.40MM

ŽELEZOBETON

+-0.000 = 360 m

EXTRUDOVANÝ POLYSTYREN

30

ŠTĚRKOVÝ PODSYP

200

30

Thákurova 9, Praha 6 - Dejvice, 160 0

LAMINÁT 30MM PROF. ING. MILOSLAV PAVLÍK, CSC. HYDROIZOL. FÓLIE ING. ARCH. MILOŠ FLORIÁN, PHD. PROF. ING. MILOSLAV PAVLÍK, CSC. EXTRUDOVANÝ POLYSTYREN 200MM MIROSLAV NEVLIDA LAMINÁT 30MM 5 / 2011

MUNICIPAL HOUSE PRICOVY

DŘEVĚNÁ LIŠTA, TL.20MM NEREZOVÉ VRUTY PRŮMĚR 5 MM NEREZOVÉ VRUTY PRŮMĚR 10 MM

BETONOVÁ DLAŽBA HRANICE 1PP

S3

FAKULTA ARCHITEKTU

ČESKÉ VYSOKÉ legenda materiálů UČENÍ TECHNICKÉ

VEGETACE

EXTERIÉR

OBECNÍ ÚŘAD PŘÍČOVY PŘÍČOVY U SEDLČAN

BETONOVÁ DLAŽBA TL.50MM, 1000x1000MM ŠTĚRKOVÝ PODSYP 100MM GEOTEXTILIE EXTRUDOVANÝ POLYSTYREN 200MM SARNAFIL TG 66 1,5MM

80

150

70

DŘEVOTŘÍSKOVÉ PANELY

P1

ŠTĚRKOVÝ PODSYP

MARMOLEUM 2,5MM AL FÓLIE 1MM VYSOCE ZHUTNĚNÉ DTD PANELY 50MM STOJKA Z POZINKOVANÉ OCELI 350MM ŽB STROPNÍ DESKA 200MM

D1

160

vedoucí ústavu ŽELEZOBETON vedoucí projektu část konzultant měřítko vypracoval ŘEZOVÉ DŘEVO číslo výkr. datum formát LAMINÁT stavba lokalita obsah

EXTRUDOVANÝ POLYSTYREN

INTERIÉR

SOUSDNÍ ZÁSTAVBA

BETONOVÁ DLAŽBA

OCELOVÝ L-PROFIL, TL. 5MM 100x100MM, DÉLKA 1000MM TĚSNÍCÍ PRAH PLAST, TL. 50MM NEREZOVÉ VRUTY PRŮMĚR 5 MM

NEREZOVÝ VRUT, TL. 10MM S VODOTĚSNÝM KRYTEM 2%

MUNICIPAL HOUSE PRICOVY OBECNÍ ÚŘAD PŘÍČOVY PŘÍČOVY U SEDLČAN

KOTEVNÍ PRVEK PRŮMĚR 40 MM, DÉLKA 400 MM

400

350

FAKULTA ARCHITEKTURY

NEREZOVÝ ŠROUB M20 Thákurova 9, Praha 6 - Dejvice, 160 00

vedoucí ústavu vedoucí projektu část konzultant měřítko vypracoval číslo výkr. datum formát stavba lokalita

SUTERÉN

obsah

-0.400

B 1:50 2 3xA4

PŮDORYS 1.NP

200

PROF. ING. MILOSLAV PAVLÍK, CSC. ING. ARCH. MILOŠ FLORIÁN, PHD. PROF. ING. MILOSLAV PAVLÍK, CSC. MIROSLAV NEVLIDA 5 / 2011

-0.600

LAMINÁT 30MM HYDROIZOL. FÓLIE LEPENÝ NOSNÍK 200MM LAMINÁT 30MM +-0.000 = 360 m n.m. (BPV)

200

ČESKÉ VYSOKÉ UČENÍ TECHNICKÉ

200

150

200

50

HLINÍKOVÉ LIŠTY,TL. 1MM 500 MM V ROZVINUTÍ 2%

SAMOLEPÍCÍ PĚNOVÁ PÁSKA LEPENÝ DŘEVĚNÝ NOSNÍK 200x200MM +-0.000

50

+-0.000

200

A

LAMINÁT 30MM EXTRUDOVANÝ POLYSTYREN 200MM LAMINÁT 30MM SVAŘOVANÝ RÁM PRO OSAZENÍ OKEN TL. 10MM, HLINÍK VIZ. VÝKRES Č.20

STOJKA Z POZINKOVANÉ OCELI OSOVÁ VZDÁLENOST 600 MM

FAKUL ARCHI

ČESKÉ VYSOKÉ UČENÍ TECHNICKÉ PROF. ING. MILOSLAV PAVLÍK, CSC. ING. ARCH. MILOŠ FLORIÁN, PHD. PROF. ING. MILOSLAV PAVLÍK, CSC. MIROSLAV NEVLIDA 5 / 2011

Thákurova 9, Prah

MUNICIPAL HOUSE PRICOVY OBECNÍ ÚŘAD PŘÍČOVY PŘÍČOVY U SEDLČAN

vedoucí ústavu vedoucí projektu konzultant vypracoval datum stavba lokalita

77


+7.750

O19

O35

O21

O22

O23

S5

DET1 O56

T7

2660

1380

+-0.000

100 200 2850 400

600 450

0

T6

-0.400

-0.600

10 D3

D10

D9

2850

D2

x2 50

-3.150

P3

P3

P3

-3.150

-5.150

78

-3.800

-3.950

150

100

400

1

2550

Z1 9x 175

P3

P1

P1

P1

+-0.000

2100

200

200

9

T5

200

18

2950

200

19

-1.575

T2

2100

P1

5 x2 175 9x

ŽB STĚNA 250MM HYDROIZOLACE SARNAFIL 1,5MM PŘIZDÍVKA Z CP 150MM PAŽENÍ 150MM

+2.850

100

DET3

S4

200

+-0.000

D3

D2

3450

Z1 9x 175 x2 50

S1

+3.150

28

650

27

0

500

200

+1.575 T1

5 x2

P2

750

175 9x

1580

O81

+3.150

300 1000

36

2560

D3 Z1

-3.650


legenda materiálů ŽELEZOBETON PREFA ŽELEZOBETON EXTRUDOVANÝ POLYSTYREN ŠTĚRKOVÝ PODSYP O43

AKUMULAČNÍ VRSTVA VEGETACE PŘIZDÍVKA, CP, 29x14x6,5 CM O66

leg

S3

EXTERIÉR

INTERIÉR

VEGETAČNÍ VRSTVA TL. 100 MM GEOTEXTILIE AKUMULAČNÍ VRSTVA TL. 100 MM EXTRUDOVANÝ POLYSTYREN TL. 50 - 150 MM SARNAFIL TG 66 1,5 MM EXTRUDOVANÝ POLYSTYREN TL. 50 - 150 MM ŽB STROPNÍ DESKA TL. 200 MM 200

T3

ŠTĚRKOVÝ ZÁSYP ŠÍŘKA 200 MM NEREZOVÝ PLECH TL. 5 MM 330 MM V ROZVINUTÍ

30

200

+-0.000

S1

POZINK. PLECH TL. 1 MM 330 MM V ROZVINUTÍ

+-0.000

NEREZOVÝ ŠROUB M20 OSOVÁ VZDÁLENOST 500MM SAMOLEPÍCÍ PĚNOVÁ PÁSKA

2%

+-0.000

600

FAKULTA ARCHITEKTURY Thákurova 9, Praha 6 - Dejvice, 160 00

200

PROF. ING. MILOSLAV PAVLÍK, CSC. ING. ARCH. MILOŠ FLORIÁN, PHD. PROF. ING. MILOSLAV PAVLÍK, CSC. MIROSLAV NEVLIDA 5 / 2011

MUNICIPAL HOUSE PRICOVY OBECNÍ ÚŘAD PŘÍČOVY PŘÍČOVY U SEDLČAN

vedoucí ústavu vedoucí projektu část konzultant měřítko vypracoval číslo výkr. datum formát stavba lokalita

obsah

400

200

+-0.000 = 360 m n.m. (BPV)

ČESKÉ VYSOKÉ UČENÍ TECHNICKÉ

350

2350 3250 3900

ŽB STĚNA 250MM HYDROIZOLACE SARNAFIL 1,5MM PŘIZDÍVKA Z CP 150MM PAŽENÍ 150MM

-5.150

LAMINÁT 30MM HYDROIZOL. FÓLIE LEPENÝ NOSNÍK 200MM LAMINÁT 30MM

100

200

700

100

50

200 400

S2

30 LAMINÁT 30MM SARNAFIL TG 66 1,5 MM EXTRUDOVANÝ POLYSTYREN 200MM LAMINÁT 30MM

NEREZOVÝ VRUT, TL. 5MM S VODOTĚSNÝM KRYTEM

200

S4

250 400

P1

100

VODOTĚSNÝ PRUŽNÝ TMEL

O91

P1

MARMOLEUM 2MM AL FÓLIE TL.1MM VYSOCE ZHUTNĚNÉ DTD PANELY 50MM STOJKA Z POZINKOVANÉ OCELI 350MM ŽB STROPNÍ DESKA 200MM

200

Z1

-0.400

B 1:50 7 3xA4

ČE VY UČ TE

ŘEZ A-A -0.600

SUTERÉN

OCELOVÁ KOTVA PRŮMĚR 40 MM DÉLKA 400 MM

STOJKA Z POZINKOVANÉ OCELI OSOVÁ VZDÁLENOST 600 MM

PRO ING PRO MIR 5/

MU

OBE PŘÍ

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80


LA ARSENALE Independent Studio, TTU, Lubbock, USA Pricovy Municipal house, bachelor’s thesis Spring 2011 La Arsenale was an urban project we’ve been assigned to work on as part of Independent study at TTU, supervised by professor Christian Pongratz. The program of the project was to find a new use for an old navy base in Northern Italy, in La Spezia.

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marina

parks

harbor

industry


railway

historic center

traffic

site 83


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