This master's thesis focuses on design and elaboration of documentation for construction of a Car Showroom. The building is divided to two functional parts. The building is to be situated on plot number 1333/21, cadastre unit: Bohunice. The building is to be located on an undeveloped plot in possesion of the investor. The parking lots are connected to a local road. All substantial infrastructures are located nearby the plot. The proposition and the design of the building have respect for both commune plan and current buildings. The documentation is elaborated with regard to the contemporary Czech legislative and standards. The project designs the building, which is divided in two functional parts: SO 01 & SO 02, both operationally and visually connected. Contructions of objects are structurally independent. The first object includes exhibition hall with capacity of 8 exhibited cars. There is also to be located the administrative part, waiting rooms for customers, facilities for employees and the warehouse. The second object includes car repair shop. There are also to be located facilities for employees of the service, workshop, room for a car handover, hand car wash and an utility room. Construction is designed as a reinforced concrete columnar structural system with prefabricated single footings, self-supporting foundation slab and reinforced concrete ceiling slab with integrated girders above first floor of the object SO 01. The roofs of the building are designed as a flat roofs and the support constructions are made of steel. Planned dimensions of autosalon are 41x18 metres. As a cladding of the first object is used the lightweight glass cladding. For masonry walls are used the 250 mm thick ceramic blocks, mineral insulation and ventilated external facade cladding with use of fiber-cement boards. Planned dimensions of car repair shop are 31x28 metres. As a cladding of the second object are used the sandwich panels with foam core made of PIR.

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.

This Master’s thesis deals with the design and elaboration of project documentation for the construction of a multifunctional building in Pardubice. The building is located on plots No. 2426/35 and 2426/36, in the cadastral area of Pardubice. It is located in an area close to the city center. There used to be barracks in this place. The outline of the house is "bitten" L-shaped. The building consists of civic amenities, where there are Alza showrooms, musical instrument showrooms, cafes, rehabilitation centers and massage centers. Another part are offices. All floors are barrier-free. The building has no basement. The main arterial communication of the house passes through the hall, which goes diagonally through the building. This corridor connects the individual establishments, technical facilities, stairs, elevator, and parking lot behind the building. Movement between individual floors is ensured by a monolithic staircase and an elevator. The building also includes a parking area for cars, access road and another garden with space for outdoor seating. The building is based on strip foundation and pad footing foundation made of plain concrete. The load-bearing structures are made of ceramic and brick blocks and columns. The building has a longitudinal compositional system. The ceilings are designed as reinforced concrete slabs. The exterior walls are plastered with thermo-insulating plaster. The walls in the roof entrance section are contact-insulated with mineral wool. In the place of the plinth, the insulation is made through extruded polystyrene. The roofing is designed as a single-skin flat roof with rainwater outlet/roof outlet. Next to the land there is a local road.

The thesis is focused of proposal and procesing of project documentation Center for waterskiing. The proposed object is located in the western part of the town Soběslav, in the locality aimed at sports activities. The building is created of facilities for summer sports, especially water skiing and wakeboarding. Further there will be built a playground for ball sports and track on roller skates. This is a three-storey no with a cellar object with a flat roof. The object is based on the foundation reinforced concrete pads a strips. The first floor is bricked of permanent formwork and partly of cast in place structure. The second and third floors is designed of clay blocks POROTHERM. This masonry is insulated with the aid of external contact thermal insulation. In the western part of the building is designed ventilated facade. The floor structures is designed from prestressed reinforced concrete panel SPIROLL and partly from reinforced concrete slabs. The object is divided into several operating units. They are the gym and its facilities, restaurant with kitchen, facilities for employees and the necessary storerooms, coffeehouse, shop with sporting equipment, rental equipment for water skiing and a dressing room serving the outdoor sports. The essential part of the second floor is comprised outdoor terrace. From this terrace is allowed entry to the coffeehouse, restaurants, shops and on the main staircase.

The subject of this thesis is the design and project documentation of a new multifunctional house in Strakonice. The building has four floors, without basement, and is located on a slightly sloping land in the suburban part of the town of Strakonice. It is based on shallow foundations and covered with a flat roof. It is a transverse wall structural system, build with clay block masonry, with the semi-assembled ceiling structures of ceramic and concrete beams and inserts. It is conceived as a double-aisle layout. The ground floor of each wing consists of the establishment of shops and house facilities. The overground floors are designed as six residential units of varying size category. Both tracts have separate entrances to both the residential portion and to individual businesses. The building is designed from traditional building materials. In addition to the architectural construction and civil-engineering design, a part of this project is also a fire safety design and an assessment from the perspective of building physics.

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.