The topic of this thesis is a new school facility of Leisure time center Kostka. The Leisure time center is a deteched two-sotrey building on mildly sloping land. The building is basementless. The Leisure time center is located next to the kindergarten and elementary school.The layout includes a building of 11 classrooms and is designed for 163 children. Perimeter, internal bearing and non-bearing walls are designed from brick blocks. Ceilings are made by using prestressed ceiling panels. The building is roofed by a single-flat roof and walkable intensive green roof.

The subject of this thesis is to design a multifunctional building. The building object is located on the southeast outskirts of Brno, in the city of Slatina. The land chosen for the building is situated in the cadastral area of Slatina. The building has five floors without basement. Multifunctional house is suitable for housing and for commercial purposes. The house is projected with 13 apartments, with café – opening hours to 10 PM, healthy food store and drugstore. There are apartments with 1 bedroom, 2 bedrooms and 3 bedrooms. Each apartment is complemented by a balcony and a cellar. The main facade is located on the west side of the property where it is allowed access to the shops and cafe. Entry into the living area is on the eastern side of the property. Perimeter walls of the building will be made of sand-lime bricks KM Beta SENDWIX 5DF-LP. The ceilings are designed as monolithic. The house is covered by a flat single-roof, part of the roof over the 4th floor will be designed as a vegetation roof.

The subject of the Diploma thesis is a design wooden structures of a multipurpose sport building in Šumperk. The floor plan measurements of the building are 45,0 x 48,0 m with the maximum height 15,0 m. The solution is choosen on the basis of two variants. The structures is designed with respect to ultimate and serviceability limit states. The multipurpose sport building is consist of 13 main truss centre to centre spacing 4,0m. The main structural system is design as the three-hinged arched structure made of solid timber and in the second variant as the arched structure made of glue laminated timber. The spatial rigidity of the structure is secured of diagonal bracing. The roofing is carried by rafter which are safed by purlin and then by upper chord. The steel columns are design as a part of gable wall. The project was carried out in the scia Engineer 2014 software. Some of the particular elements both variants were checked and designed by manualy calculating. The thesis includes structural design report, joints structures, drawings and production drawing the element of the three-hinged arched structure.

The work is focused on assessing the structure of urban winter stadium, which will be located in Brno - Komarov. Winter stadium is designed according to standarts of ice hockey with a capacity of approximately 7 000 spectators. Of the 5 850 seating, 1 050 stalls and 100 in the VIP areas. Construction of hockey stadium is made of steel and steel-concrete columns, which together with composit transverse beam, reinforced concrete slab and bracings provide rigidity. Columns are supported by a set of bored piles with capitals. Roofing of the main part of the winter stadium is designed using a flat space frame having a maximum height of 4,5 m. Roof for entrance halls are design by a system of truss girder and purlins, which are hardened bracings to increase spatial rigidity. The structures are made of steel S 355 and concrete C 25/30. For designing steel structures was used software Scia ENGINEER and IDEA RS. Steel columns and composit beams are calculated by hand calculation. The total length of the hockey stadium is 111,5 meters, width outside the entrance hall is 82,02 m and the total width at the entrance hall is 96,85 m. The height of the building at the highest point is 25,6 meters.

The topic of this diploma thesis is the assessment of economic efficiency and risks of a public project. The theoretical part deals with the life stages of buildings, the characteristics of public projects and risks associated with the realization of the construction. The subject of the analytical part is an economic assessment of efficiency and risks in the specific selected public project.

The content of this diploma thesis is the design of a new warehouse hall with administration in the Zetor complex in the Brno – Líšeň district. It is the building thaht is divided into warehouse hall and administrative part. The warehouse hall has one floor and will be used for storage of steel products within the Zetor complex. The administrative part has three floors, where the 1st floor serves as a background for warehouse employees, on the 2nd and 3rd floors there are office space with social facilities. The construction is based on deep foundations on embossed piles. The supporting structure of the building is designed as a prefibricated reinforces concrete skeleton with continuous columns and beams places on the columns. The peripheral shell of the both part sis made of sandwich mineral panels. The supporting structure of the roof of the warehouse hall consists of roof trusses and is made as a flat single-skin. The ceiling construction of the administrative part is made of SPIROLL ceiling panels, the roof of the administration is also made as a flat single-skin.

The subject of the diploma thesis is to prepare project documentation for the construction of a multifunctional building with almost zero energy consumption. The multifunctional building is located in the South Moravian Region on the outskirts of Rosice. It is a five-storey detached multifunctional building in a slightly sloping terrain, with one underground floor and four above-ground floors. The underground floor serves for the most part as a collective garage and also for the technical background of the building. There is a gym and showroom on the first floor. On the second and third floors there are office spaces with the necessary facilities. The remaining fourth floors are used for living, there are designed four residential units, with storage space for each apartment. The building is designed as a combined construction system, while the perimeter vertical load-bearing structures are lined with ceramic hollow blocks. The perimeter load-bearing walls in the basement are made of lost formwork. The vertical load-bearing structures inside the building consist mainly of reinforced concrete monolithic columns. The ceiling structures and longitudinal girders are also monolithic reinforced concrete. The perimeter masonry is insulated with the ETICS contact thermal insulation system. The building is based on reinforced concrete monolithic foundation strips. The roof consists of a flat single-skin vegetation roof.

The aim of the diploma thesis is to develop the design documentation for the construction of hotel on the outskirts Chlum, the district of of the city of Zlín. The building is designed as free-standing in a sloping terrain on plot no. 1262. The hotel is situated with a barrier-free entrance to the southwest. The building has a basement and 3 above-ground floors. There are a total of 14 rooms and 3 suites, one of which is designes as a barrier free. In the hotel there is restaurant, wellness and gym. The structure of the building is proposed as traditional masonry building. The external walls as well as internal walls are from brick blocks and the external walls in the basement are from concrete blocks of permanent formwork. The building is equipped with a contact thermal insulation system ETICS and an aesthetic wooden cladding is designed between the windows. The ceiling structures are designed as a reinforced concrete monolithic slabs. The building is based on foundation strips made of plain concrete. The roof structure above 2NP is designed as a flat vegetation roof, above 3NP as a flat roof with an aggregate embankment.

The assignment of the diploma thesis is the elaboration of project documentation for the construction. It is a detached multifunctional house, which is located on a slightly sloping terrain. The building consists of four floors and is partially basement. In the basement of the building there are mainly storage spaces, which are designed for housing units located on the highest floors. The space of the first two floors consists mainly of commerce and there is a sports shop, massage equipment, hairdresser and office space. The building is based on simple concrete foundation strips. The perimeter masonry of the basement is made up of concrete blocks, which create lost formwork for concrete filling. The load-bearing masonry of the building consists mainly of ceramic blocks. The ceiling structures are made of Spiroll panels, which are complemented by reinforced concrete monolithic slabs. The building is insulated with the Etics contact insulation system. The roof is designed as a single-skin vegetation roof.

The Master´s thesis subject is a design and an estimation of the load-bearing structure of a multi-storeyed building. The structure has a miscellaneous ground-plan shape consisting of three rectangular tracts and it is placed in the building basement under the ground level. The load-bearing structure involves walls and a floor slab which rises up vertically closer to the ground level in the central tract. Among further components being solved belong stairs, basement slab and beam. The load-bearing structure is solved monolithically as steel concrete component.