PORTFOLIO_bujok by Adam Bujok

PORTFOLIO

WHO AM I?

Hello,

my name is Adam Bujok, I am a junior architect from Prague, Czech Republic. To introduce my portfolio, I would like to begin with a few facts about myself and provide a brief overview of my education and career.

I hold a degree from the Czech Technical University in Prague, where I had the opportunity to participate in the Erasmus+ program in Venice. For my diploma project, I worked in collaboration with both my home atelier in Prague and a Milanese atelier at the Politecnico di Milano. This partnership allowed me to consult the project across both cities, benefiting from insights and expertise in two distinct architectural environments.

Following my studies, I was accepted into a PhD program at my alma mater. However, during my first year as a PhD student, I realized the importance of gaining more practical experience in the field. This realization motivated me to put my academic path on hold and pursue opportunities to work abroad, enriching my professional experience and enhancing my architectural skills in international settings.

Throughout my professional experience, I have participated in all phases of projects, from initial concept studies to completing full execution documentation. My work has involved collaborating with multidisciplinary teams, ensuring effective communication, and maintaining a focus on delivering high-quality design solutions. I have also been engaged in construction documentation and construction supervision, which has equipped me with the necessary skills to navigate the complexities of project development.

In addition to my project experience, I believe my background can bring a fresh perspective to your atelier. I am committed to creating innovative and functional design solutions. My collaborative approach and ability to adapt to different environments enable me to contribute positively to the studio’s dynamic. I am particularly excited about the opportunity to learn from your team and to engage in various new projects in a new environment.

ING.ARCH.ADAM BUJOK

56 1964 8306

bujokadm@gmail.com @intercity_photography

Mexico Coyoacan

310, Ciudad de Mexico

*07.05.1997

Prague Czech republic

Junior Architect

PERSONAL DATA EDUCATION

09/2012 - 06/2016

Secondary Technical School of Engineering Engineering and Architecture

10/2016 - 06/2020

Faculty of Architecture - Czech technical university bachelor´s degree in architecture and urbanism

06/2020 - 02/2023

Faculty of Architecture - Czech technical university

master‘s degree in architecture and urbanism

01/2021 - 07/2021

Univerzita IUAV di Venezia Erasmus+ programme

09/2022 - 02/2023

Politecnico Milano - POLIMI Department of architecture

09/2023 - 03/2024

Faculty of Architecture - Czech technical university Programme, Architecture, theory and creation

SKILLS

WORK EXPERIENCE

2013 - 2016

construction work reconstruction of historic buildings in the center of Prague

06/2015 - 09/2015

Clam-Gallas Palace Guide to the Baroque Festival

09/2O16 - 06/2019

Stavební dokumentace - N.G.Builders. s.r.o. cooperation on various stages of project documentation

07/2O17 - 08/2O17

La Llacuna, Cataluna, Spain Archaeological research of the Iberian oppida

09/2017 - 02/2018

CTU - Department of Architectura Conservation architectural and historical survey - Havel market, Josefov fortress

01/2018 - 02/2018

National Heritage Institute (NPÚ) inventory of building elements - Wimmer Palace

11/2O18 - 08/2O19

Klokner Institute/Municipality of Prague architectural and historical survey - Hlávka bridge

01/2O20 - 12/2021

CTU - Department of Architectura Conservation archaeological research of medieval kitchens

10/2021 - 01/2022

CTU - Department of Urban Design cooperation on a public space research project

02/2022 - 05/2024

MENU architects cooperation on various stages of project documentation

05/2023 - 11/2023

H3T, MgA. Štěpán Řehoř cooperation on the implementation of projects

09/2023 - 05/2024

KOPEĆ DUŠEK architects cooperation on various stages of project documentation

INTERESTS

SCHOOL PROJECTS

projects can be found on this https://abujok.github.io/

Per un ulteriore fissaggio dei profili serve un semplice sistema basato su giunti a coda di rondine e sistemi di scanalature maschio-femmina, i singoli profili hanno

Per un ulteriore fissaggio dei profili serve un semplice sistema basato su giunti a coda di rondine e sistemi di scanalature maschio-femmina, i singoli profili hanno una goffratura sul lato superiore, che si estende gradualmente alla profondità del

La linguetta della stessa sezione trasversale della scanalatura viene gradualmente inserita nelle scanalature per garantire il collegamento di 40 profili di un lato.

garantire il collegamento di 40 profili di un lato.

The profiles on the northern side of the footbridge are derived from anthropometric curve to ensure comfortable seating for the human body.

The

I profili del lato sud della passerella sono creati lungo il cerchio e completano il lato destro.

La loro altezza non raggiunge i valori standard prescritti e i profili sono quindi integrati con una ringhiera.

Analogamente al lato destro, i profili si increspano e si alzano o si abbassano. Per questo motivo seguono la dinamica del torrente sotto la passerella e il graduale cambiamento del rilievo del paesaggio circostante.

Work model made for early presentations to the national park comitee, scale 1:75. Used materials: Carton for single profiles and beams, polystyrene terrain.

Southwest view, M 1:50

Floorplan, M 1:50a

Axonometry of the ground floor, showing the layout design and functional connection of the building with the park

Axonometry of the first underground floor, showing thea layout design and vertical connection between the two floors

Construction

1450

The Sforza family donates part of Milan to the Portuguese nobleman Amedeo Mendes da Silva. Mendes abandons his wealthy life and becomes a Franciscan.

Axis of Development for the Humanitarian Organization SUM

The axis capturing the development of the block‘s massing 1466

Construction of the Santa Maria della Pace Church begins

of the Church of Santa Maria della Pace begins 1497

The Church of Santa Maria della Pace is consecrated

1470

Construction of the church is temporarily halted by decree of Pope Paul II

The axis of development of the San Barnaba convent

1805

Napoleon conquers Milan, the church is desecrated and transferred to state ownership. It is used as a munitions depot and stables

The San Barnaba convent becomes the main headquarters of Società Umanitaria

1943-1944

The convent is damaged, with a large portion of the block completely destroyed during bombings in World War II

1957

Construction of a boarding school (convitto) for students of Società Umanitaria

1948-1956

1990s

In the 1990s, restoration work begins on the San Barnaba convent

Reconstruction of the San Barnaba convent according to the plans of architects Ignazio Gardella and Giorgio Romano

1800

The beginnings of Società Umanitaria. Prospero Moisè Loria donates his fortune to charitable purpose

1937

First competition for the redesign of the Società Umanitaria complex

1915-1918

Società Umanitaria provides care for the wounded and war victims

1957

UNESCO officially becomes a partner of Società Umanitaria 1893

Recognition of Società Umanitaria by royal decree as an organization „to aid the poor,“ providing support, work, and education 1947

The Fascists dissolve the Società Umanitaria organization

Competition for the design of the SUM complex after the bombing during WW II

1991

The city of Milan awards SUM for its public service

PIAZZA UMANITARIA

Via San Barnaba

Via Manfredo

Piazza di

Nuova educatione di San Rafaelo

Via Francesco Daverio

Chiesa Santa Maria della pace

Chiestra di San Barnaba Societa Umanitaria

Piazza Umanitaria

Palazzo di Giustizia

GSEducationalVersion

di San Rafaelo

Nuova educatione di San Rafaelo

Ospedale Maggiore policlinico

Via Pace

Second Floor: Balcony of the main reading room

First Floor: Connection between the research room and the main reading room

RESIDENCES, PRAHA

Smrřinskástreet

Kvildská street

THE OPAVA RIVERFRONT

Site Plan of the Revitalized Section of the Opava River – Total Length: 2.6 km

Axonometric conceptual visualization of the river basin design

Sections through the river profile - visualization of the riverside modifications

Seciton I.

Seciton II.

Seciton III.

Seciton IV.

Seciton V.

VI.

VII.

VIII. IX.

Seciton VI.

Seciton VII.

Seciton VIII.

Seciton IX.

CABIN FOR A COUPLE,

PODHRADÍ U AŠE

Visualization of the proposed building with a winter garden attached to the north

View from the entrance through the living room to the outdoor terrace

DETAIL C

DETAIL D

- probarvená lazura KEIM - barva nr. 9274, koncentrace 1:3 - 2 mm - vápenocementová štuková omítka WEBERDUR štuk EX - 10-20 mm - vápenocementová jádrová omítka WEBERDUR klasik JRU - 75 mm - tepelná izolace FIBRAN XPS - 8mm - 2 x hydroizolační asfaltový pás GLASTEK 40 SPECIAL MINERAL - nebo izolace s vyšší hodnotou radonového odporu D [m2·s-1

- 65 mm - Cihlová dlažba A.001.TS, 250x120x55 mm - spárovací písek - žlutý 0,1-0,8 mm - 145 mm - emný p avený písek - vložená elektrická topná rohož viz část D.1 Speciﬁkace topné soustavy objektu - 200 mm - štěrkodrť ŠD frakce 0-32 mm - hutněná vibrační deskou - 500 mm - štěrkodrť ŠD frakce 0-42 mm - hutněná vibrační deskou při mocnostech vrstvy 250 mm a 500 mm - vyrovnaný, mechanicky zhutněný rostlý terén - ve spádu ve směru současného svahu

LEGENDA MATERIÁLŮ/ČAR

Prostý beton řída pevnosti dle statického návrhu

Nosná stěna, YTONG LAMBDA YQ tl. 450mm

Vyztužený beton třída pevnosti a výztuž dle statického návrhu

Ztracené bednění KB BLOCK návrh výztuže dle statického návrhu

Nenosná stěna, YTONG klasik, tl. 200mm

Překližka/materiál na bázi dřeva

Tepelná izolace XPS

Tepelná izolace EPS

Tepelná izolace - pěnové sklo

Původní zemina

Zhutněný násyp

Odsávací potrubí - perforované drenážní ohebné PVC trubky DN 100 mm, ve spádu směrem ke sběrnému potrubí

Sběrné potrubí - perforované drenážní ohebné PVC potrub DN 100 mm

2,5

Těsné potrubí PVC potrubí DN 125 mm vedené pod terénem

Potrubí dešťové kanalizace skleníku uložené ve štěrkovém loži, dle

73 0601 Ochrana staveb proti radonu z podloží Pod základovou deskou bude vrstva štěrku (frakce 16/32 mm) tl. 250 mm s vloženým drenážním systémem na snížen koncentrace radonu v podloží. Drenážní vrstvu na povrchu chránit proti penetraci betonu geotextílií Po dokončení všech konstrukcí bude provedeno kontroln měření koncentrace radonu uvnitř objektu. V případě překročení požadovaných hodnot bude drenážní potrubí pod objektem aktivováno osazením ventilátoru mimo objekt Ochrana dřevin v blízkosi výkopových prací Výkopy budou prováděny šetrnou technologií, např supersonickým rýčem nebo ručním výkopem apod. V kořenové zóně budou před přerušením ochráněny kořeny o průměru nad 30 mm. Obnažené kořeny budou chráněny po celou dobu otevření výkopu proti vysychání a namrzání Podrobná pozice spotřebičů

View from Havlíček square showcasing the cleaned western facade and the newly opened southern gable. The public space is strategically enhanced with newly designed tall greenery. A pathway along the new southern facade connects Havlíček square with Dolní square.

Depiction of the connection between the school courtyard and the community house, where a multifunctional outdoor classroom forms the boundary. The structure is complemented by new architectural elements that unify the two masses—the school and the community house—when viewed from the south.