The master's thesis is elaborated on the basis of the project of the Sport and Health Center Olomouc. The project consists of two main buildings – the object of NH Hotel and the Sports Center Omega. The hotel also includes a conference center with three conference halls and covered parking. The object of Omega Sports Center is composed of sports halls for squash, badminton and tennis, along with changing rooms, wellness area and operational background of the object itself. The sports center also incorporates outdoor tennis courts and an underground tunnel connecting the Omega center and the NH Hotel. This thesis deals with the civil technological project of the building site and involves mainly the technical report of civil technological project, the study of realization of the main technological stages of the building object, the project of organization of construction, time schedule of aforementioned two main buildings, the technological standard with test and execution plans for the execution of underground construction by the impermeable concrete technology and for execution of variant solution of tennis hall roofing. Further, a comparison of the alternative roofing technology with current used roofing technology is performed, including the drawing documentation of new roofing alternative.

In my diploma thesis I solved construction and technological project of the manufacturing hall in Valašské Meziříčí. In my final thesis I focused on reinforced concrete structure for manufacturing press. For tis construction I processed technological prescription, control and test plan, budget, scheldule and assembly detail. Further I wrote up financial plan and scheldule for whole building, hazards in the workplace plan, proposal machinery, budget and scheldule for main building, site equipment project. In my final thesis, I have also dealt with solving transport roof girder on building site.

The diploma thesis deals with the design and assessment of reinforced concrete structure supporting two-storey building of the underground garage for cars. In the space above the garage is designed open area with public space. The project was designed especially outer water-impermeable construction method white bath and a base plate and a perimeter wall. The structure was designed as a comprehensive model. Computing analyzed by finite element method. All selected elements were assessed at the ultimate limit state and limit state, namely to limit state of cracking load and forced stress.

The final thesis is focused on designing reinforced concrete load-bearing structures of a detached house on two floors and one basement. In the basement will be located the storages, utility room and wine bar. On the ground floor will be located garage for two cars, living room with kitchen and study. On the second floor will be located bedroon and two child’s rooms. The ceiling slab of the second floor, the ceiling slab of the ground floor, the ceiling slab of the basement, spiral staircase, half-turn staircase and walls of the first underground floor with solution as water-resistant construction. Programs SCIA Engineer 21.1 and Dlubal RFEM are used to calculate the internal forces. To varify the accuracy of the results is used manual calculation. The work includes drawings of formwork and reinforcement of the all designing structires. The bulding is designed according to ČSN EN 1992-1-1.

The subject of my diploma thesis is a new-building of a municipal authority with a nursery school in Obora near Boskovice. The objects are statically and operationally separated from each other, but they formo ne unit. The building is located on the corner of the village in a flat terrain and thus forms the dominant feature of the village and a landmark. The target of the design was to create a building that will harmoniously connect to the surrounding buildings, public spaces and the school garden. The municipal authority has a rectangular floor plan, two-storey, basement, covered with a sloping roof, the building has a designed elevator. In the basement there are cellars of local associations, on the ground floor there is information center, a municipal library and on the first floor there is a municipal office with a registry office and a ceremonial hall. The attic can be used in the future for municipal apartments for rent. An official board with a public space is designed ahead of the municipal office. A photovoltaic power plant will be located on the roof of the municipal office. The nursery school has a trapezoidal floor plan, ground floor, no basement, covered with a vegetated flat roof. In the nursery school there is a children's day room with a storage room, storage of mattresses, teaching aids, food preparation, technical and hygienic facilities. The structural systém of both objects is longitudinal, wall. The underground part of the municipal office is designed in a white concrete tub system. The vertical load-bearing constructions are made from cut ceramic blocks. The horizontal constructions in the municipal office are monolithic, ferroconcrete, and in the nursery school they are prefabricated, ferroconcrete. The project was made in AutoCad software application, 3D model in 3D modelling computer program SketchUp.

Brno has been considering moving the Main railway station for several decades. Countless urban plans have been done through several competitions, the new South District, which will be located north direction of today's Dolní nádraží station in the future. The architectural study, which was the subject of this diploma thesis, designs multifunctional object called Platform. The building could become part of the emerging South District. The base for the architectural study of the Platform was urban concept of South District designed by me as a pre-diploma thesis. The significance of the South District is comparable to the new Main Railway Station in Vienna surrounded by new district. Those opportunities were the foundation for designing compact urban structure with great variability of public spaces and buildings themselves. The new building is located on the Route of experiences, which is an alternative lane to the main boulevard from the Main Station to the centre of Brno. That starts at the railway station, leads through South District and its main square, the waterfront, through the islands of Svratka, to the park next to the river. Lane continues to the rediscovered railway viaduct and further to today's Main railway station. The viaduct was an inspiration for the architectural design, in the sense of material and shape. The mass of the building itself is divided horizontally into two parts. The lower, heavy masonry brick part of the market is visually separated from the upper objects that seem to levitate above the market. These three upper masses grow from the green roof of the market. Their function is already evident due to their facades. Upper part belongs to the two apartment buildings with a regular grid of south-west orientated windows and one coworking facility located in the northern corner of the Platform. The location of the building is significant. The views from the Platform are amazing - one side there is the Svratka River with island

The diploma thesis is elaboration of project documentation of the object Housing for seniors in Brno - Dolní Heršpice. The site is located un the area with the planned development of the city. The object is detached, three-story with a partial basement. The building is divided into five parts. The building is based on concrete foundation pads and strips. The structural construction is a combined column and wall system in technological design as monolithic concrete. The building is designed as a low energy building, with contact insulation (ETICS). The whole building is designed with forced air exchange. An extensive and intensive walkable flat roof is designed. The aim is to create small, barrier-free, community housing with affordable services and support, with a possible life expectancy. Services for the elderly with reduced self-sufficiency and with mild health and mental dysfunctions are considered. The building is equipped with space for accommodation with a capacity of 48 beds, space for eating with a separate kitchen, space for leisure and physical activities, space for basic health and social care and space for administrative and technical facilities. The construction is divided into several buildings, the subject of the thesis is primarily the solution SO.01 - Housing for seniors

The main aim of the thesis is to design a new building of the mixed-use building in Brno. The building consists of two parts. One part consists of shops. The second part consists of offices and conference space. It is a building that has three floors above ground and one underground. In the basement there are a facilities and a garage. Shops are designed on the ground floor. There are offices on the second floor. Conference rooms are on the third floor. The building has a flat roof. The vertical load-bearing structures are designed from Porotherm ceramic blocks. In the core of the building, the vertical load bearing structures are designed as monolithic reinforced concrete walls. Columns are used in the building for the possibility of open space. The masonry of the basement consists of white bathtub. The floors are designed as folded from the Spiroll system. Internal non-load-bearing walls are designed from gypsum board with double cladding. The second part of the work deals with forced ventilation, cooling and central heating. In the third part of the project I deal with acoustics. The project was carried out in the Auotocad program. All constructions comply with valid standards and regulations.

The subject of this master’s thesis is the design and calculation of a five-floor multifunctional building. The building consists of flats located in floors -1 to 3, the remaining underground floors serving as a car park and the second part of the building contains spaces designated for business purposes. Each of the two flats located on each floor features a balcony. The multifunctional building contains two underground floors which are designed entirely as reinforced concrete structures and three aboveground floors designed as ceramic brickwork structure. The roof of the building is flat, not designed for walking and featuring an air conditioning unit for the entire building. A review of selected loadbearing structures of component floors was performed as a part of this thesis. The main load-bearing horizontal is composed of stiff ceilings, including the bordering ceiling of the third floor and the roof. Above-ground floors are to be constructed of pre-stretched ceiling girders Spiroll which are set onto reinforcing wreaths. Underground floors are to be constructed as a monolithic structure made of ferroconcrete. The vertical structure is constructed of perforated brick blocks for above-ground floors comprising floors 1-3, remaining underground walls are constructed of monolithic ferroconcrete. Foundation constructions are made of monolithic concrete white tub including confluence and review of the tub.