The thesis called Block of Flats in Prague 6 is composed as a project documentation of the static part. This six-level building was designed as a ferroconcrete monolithic object. Two underground floors are formed by a ferroconcrete frame with columns. There are placed parking slots and also a residential section on these two floors. Four other levels are designed as a ferroconcrete frame with walls. These four floors serve as a residential section. The thesis deals with the complete design of the first floor of one structural unit of the building, and also with some details such as floor slab, bearers, staircase, columns, and walls.

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.

This master thesis deals with the proposal of a nursing building. The building is a three-storey and without a cellar. House is designed for accommodation with permanent care for seniors. The building is designed to accommodate up to 46 people. The whole of object is barrier – free. The component is kitchen with dinin room and laundry room for easily using. The main entrance is situated to the northeast. and the building is also accessible from the northwest and the southeast. There are paved guest parking areas around the buildings. The building have a flat roof. The buildings are as designed ferroconcrete skeleton with filling perimeter wall HELUZ. The work contains drawings and technical descriptions and it is composed as implementing project.

The thesis summarizes methods used to finding material characteristics of reinforced concrete structures, treatment plan of diagnostic survey on the basis of visual inspection of the bridge, documentation of diagnosticated defects and condition assessment of the bridge.

Diploma thesis called “CONVERSION OF DORMITORY TO HOSTEL AND NEW DESIGN OF HOTEL, TOMIOKA SILK MILL JAPAN“ was elaborated according to the regulations in the form of architectural study. The topics of this thesis were two variants of possible conversion of accommodation for workwomen (dormitory). The partial assignment comprised solution to the arrangement of greenery in the atrium of the dormitory, and revitalization of plateau. The building is located in the premise of a former silk mill in the city Tomioka in the Gunma prefecture on the Honshu island in Japan. The conversion of the building for the novel purpose required replenishment of necessary facilities, and some building interventions to assure operation of the hostel. In both variants, partial adjustment of the original building was needed. However, all changes had to maintain proportions and volume of the building not to compromise the original concept of whole premise as well as the skyline of the city. The adjustments of the original building of dormitory consisted of a completion of the entrance portal including a foyer, and a reception with the base of operation. Large glass areas in combination with exposed concrete were used as construction materials. These materials were selected so that the new structures (monolithic ferroconcrete) are clearly distinguishable from original ones (wood). The Internal atrium was designed in the style of modern japan garden with various types of surfaces (vegetation – moss; mineral – gravel and stones). Variant 1 – the new constructions of the two facility buildings. Building A is washroom building, and building B is catering building with toilets. The volumes of individual objects were formed by simple prisms rotated by 30° a 60° against axis of dormitory. These volumes complied with dimensions of the original building. The building A protruded on the edge of the slope, and it was paneled with glass plates. The building B was glassed-in from the south, while the northern side was constructed from exposed concrete in a compact way. The building A was divided to two symmetric parts by a central wall for both structural and functional purposes. At the end of the building, there was an ofuro (swimming pool) providing views of the surrounding mountains. Typological solution of the building B included separate toilets with a mixed washroom, which were located in the northern part of the building. In the southern part, the space for catering was divided to an operational space, and a space for visitors by a dispensing counter. The building A was from reinforced concrete and was founded on the base plate. The central wall represented the main load-bearing structural element that prevents transverse breakage. The central wall was anchored into the ground with piles. The building B was also from reinforced concrete and was based on the strip foundations. Variant 2 – the extension was formed as a simple prism that complied with the rectangular system of the premise and dimensions of the original dormitory building. Employed materials of the new constructions were concrete and glass similarly to the other new extensions. To ensure intimate environment, the glass part of a façade was enclosed by a bamboo fence. This space was also used as a viewable green garden. The building was typologically divided to the parts for women and men. Both parts were equipped with ofuro. The building was monolithic ferroconcrete skeleton based on the footings.

This thesis called THE HROTOVICE JAIL consists of the project documentation of the cell block 1 and the kitchen building. The block 1 has got three floors and the kitchen building has got one floor. Both structures have got the flat roof. The block 1 consists of two-way skeletal system of ferroconcrete and it is walled by the POROTHERM system. The kitchen building also consists of the POROTHERM system. Both buildings are insulated by insulation system with EPS.

In my diploma thesis I designed a new office building in Brno. The building will function as a business incubator, so it will provide space for developing companies for favorable lease terms. While projecting the building I took into consideration future changes in dispositions. Part of the building has a basement and it has one underground and four aboveground floors. The building is designed as monolithic ferroconcrete unit and it has reinforcing perimeter walls with unit core. The ceiling is made of monolithic ferroconcrete panels. The building has flat rooftops, ventilated facade and is based on piles.

This master´s thesis solves the apartment building with – bakeshop. The are five floors in the apartment building. The building hasn´t any basement. There are fifteen flats in the building and one flat is barrier-free. The apartment building is designed in passive standard, it´s caused by the orientation to cardinal points, compact shape, extreme thicknesses of insulations, orientation of windows to the south-west and to the south-east, but also thanks to the climatic area.

The diploma thesis elaborates on the design of a new building of freestanding retirement home in the town of Litomyšl. The design of the retirement home is in the form of project documentation for the construction. The new building includes a partial basement and three floors. The main purpose is to build a building for housing with flats for seniors and to provide health care to seniors living here and from the surrounding area. On the 1st floor, there is an administrative part, a doctor's office with the possibility of rehabilitation and a dining room with facilities for food preparation, which is imported into the home. The dining room serves both the guests and the public. The remaining part of the first floor consists of social, administrative and utility rooms. On the 2nd and 3rd floors, there are individual apartments for clients with a common room for visits and spending their free time. On the 1st floor, there is a maintenance center, boiler room, server room, furniture store, and estate depository. Basement walls are monolithic, made of reinforced concrete. The construction system of the above-ground floors is wall-mounted, bidirectional and made of ground brick blocks. The ceilings and staircases are monolithic, made of reinforced concrete. External walls are insulated with a contact thermal insulation systems. The building is mainly based on footings or foot anchors. The retirement home is located on the edge of the town near the Litomyšl Hospital. The land is suitable for construction, as it is located in the area for the construction of civil buildings.

The thesis deals with a new hotel construction in Brno. The paper aims to elaborate a project documentation for the construction of the building. It is a detached building in a slightly sloping terrain. The building has three floors and one underground floor. On the underground floor there are jointly-shared garages and technical background of the hotel. On the first floor there is a reception, a restaurant, a café and an open-air terrace. The second and the third floor is designed to accommodate guests in double rooms and suites. There is also a manager´s office and a conference room. The bearing construction consists of a ferroconcrete skeleton with a bricked outside envelope of aerated concrete blocks Ytong. The skeletal construction is built on a monolithic foundation footings. The building is covered in a flat single-coat roof which is partly designed as a vegetation roof. The facade of the building is glazed in the northern part of the 1st floor and some parts of the facade are coloured green, the others are of various colours. The building is insulated with a contact insulation system.