The content of the master´s thesis is new building sports hall of ball sports. This building has contains no cellar and three above-ground floors. In ground floor, there are playing area, changing rooms, relevant functional facilities including utility rooms. The first floor is completely reserved for spectators, there are tribune for sitting spectators, gallery for standing spectators, hygienic rooms and buffet for spectators. In the third floor, there are rooms for VIP spectators, briefing room, head office of sports hall including conference room, spaces for TV transmission, hygienic rooms and utility room. Object is based on concrete foundation pads and strips foundation. Structural system of the object is combination of column system from cast-inplace reinforced concrete and wall system from brickwork. Floor structures over above the first and second floor are designed as castin- place reinforced concrete, floor structure above the third floor is folded from wood beams. Loadbearing structure of roof is system of glue laminated timber girders, roof cladding is mechanically anchored.

The subject of my diploma thesis is the design of a new building "retirement home", a home with a special regime, in the form of project documentation for the construction. The building is partly basement with four above-ground floors and covered by a single-layer flat roof. On the first floor there are common, operational spaces and spaces for commercial use. The other above-ground floors are identical and serve as an accommodation. There is mostly technical background in the basement. The construction system is a wall bi-directional of brick masonry elements, with the exception of basement masonry, which is made of reinforced concrete. The object is based on foundation pads and strips. Ceiling structures are monolithic reinforced concrete. The whole building is insulated by contact insulation and has a ventilated facade.

The subject of this diploma thesis is the elaboration of the revitalization of a multifunctional building in Uherský Brod. The assignment was the elaboration of the project documentation for the issue of the building permit. This building has four floors and one basement. The supporting system of the building is reinforced concrete frame with brickwork. Ceiling structures are from reinforced concrete primary and secondary beams with slabs. Roofs of the building are designed as pitched roof, warm flat roof and double–skinned roof.

The goal of the project is a static provision design of Drnovice castle. This castle (today a municipal office and a restaurant) is violated by vertical cracks. There is a significant horizontal displacement vector. That’s why horizontal prestress redevelopment (using prestressed cables) was chosen. A drawing documentation is an integral part of the project.

The subject of the master thesis is design of a new detached office building for public administration of Czech Republic Police as a district department in Brno-Černovice. It is presented as a form part of project documentation for a building construction. The building has a cellar and two above-ground floors. It is founded on a strip foundation and pads. The building is roofed by green roof. There are office rooms, sanitary facilities, archives, interrogation rooms, pre-trial detention cells, garages, storage rooms and dog cages in the above-ground part. In the basement, there are technical facilities and shooting range backround. Structural system of the building is wall longitudinal masonry system from clay blocks. The ceiling structure is from cast-in-place reinforced concrete. The part of the building is with ventilated facade a nd rest is insulated with contact thermal insulation.

The task of this diploma’s thesis was processing construction-technology project to revitalization the mining towers because of its current worsened state and subsequent adjustments for cultural activities.

The aim of my master’s thesis is to develop a brief overview of the historical development of brick, diagnosis methodologies of masonry structures and their application in the practical part for evaluation of structural survey masonry, carried out at the Faculty of Philosophy, Masaryk University in Brno.

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.