The purpose of this diploma thesis is processing of ducumentary for mixed-use building in cadastre unit of village Vendryně. This building plot is situated on the outskirts of Vendryně. New building is designed as detached building, without cellar, with four floors. Wall structural system of building is made by sand-lime block. Floor and roof structure is consists of prestressed concrete floor. Roofing of house is made by flat green roof. On the first floor there are café, travel agency, dental laboratory, technical place and storage. The second floor is stated for administrative purposes. There are some offices, staff facilities, sanitary and technical places. On the third and fourth floors is situated dwelling unit. Three flats are in third floor and two flats are in fourth floor. Size of flats is designed as 2+KK and 3+KK.

The diploma thesis deals with the design of the motorway bridge over the II / 464 road between Butovice-Bílovec. For the bridging design four variants were made, from which a variant of the slab with longitudinal extensions was selected for further processing. The design assessment was performed for the ultimate limit state and serviceability limit state according to valid standards. Determination of internal forces was performed on the model developed in Scia Engineer 18.0.

This diploma thesis deals with the position of diagnostics of reinforced concrete structures in the building industry. The theoretical part deals with the research of methods for practical part of this thesis and basic imagine of procedure. The practical part deals with the survey of an existing building, quality of concrete and reinforcement of elements. The last part is the static calculation of the selected element for the intended use of the building. At the end, the results of the construction and technical survey are evaluated.

The subject of my diploma thesis is create a design documentation of new building of the kindergarten which is located in Velké Bílovice. This building is placed in uptown near the elementary school in the area with flat terrain. The kindergarten is designed for education and raising of 48 children and 12 students. There is a large garden behind the property. This object has two above-ground floors and has no cellar. The roof is designed as warm flat roof. The loadbearing masonry is designed from sand-lime blocks. The whole object will have contact thermal insulation system, the floor structures are from reinforced concrete. The staircase is designed as half-turn stair from reinforced concrete. This object is based on the foundation strips.

The Thesis deals with a proposal for a new mixed-used building in the city of Moravske Budejovice in the cadastral area of Moravske Budejovice. The building is a three-floored house without a cellar. The roof of the house is completely flattened. On the first floor, there are commercial rooms, hairdresser´s and a bookshop. Apartments are on the second and third floor. The construction will be built of clay blocks which are 300 mm wide. The insulation of the building is formed by thermal insulation composite system. The ceiling is created by reinforced concrete slabs 250 mm wide. Parts of the documentation are water-supply, electricity, pipeline and waste water pipe. The description of pavement and driveway is included. The Thesis is written as a project to build the construction.

The subject of the diploma thesis is new stand-alone hotel with a catering service and a relaxation zone including a fitness room, a table tennis room, massages and a solarium. The individual functional parts are separated and can be operated independently of each other. The Building consists of three floors. The ground floor will serve to run a restaurant with a background and a for relaxation zone, the remaining two floors will be used to accommodate guests and the necessary facilities. The maximum capacity for the accommodation is 59 people and requires four employees to operate it. The restaurant is designed for 81 guests and a total of 7 employees. The relaxation part is for guests only and is not accessible to other people. The structure is based on strip foundations from plain concrete and reinforced concrete foundation footing. Peripheral vertical load-bearing structures of the first above-ground floor are designed from permanent formwork system, all others loadbearing walls will be walled-up from vertically perforated block laid on thin-film adhesive. The floor structures are designed as an assembly of prestressed hollow core slabs. Roofing of the building will be made as a flat vegetation roof.

Diploma thesis deals with design of selected parts of reinforced concrete construction of a multi-storey building with respect of fire resistance. The proposed elements are reinforced concrete locally suported ceiling slab, selected column and wall. These structures are located in the storage hall on the 1st underground floor. Different variants of structural design are consulted and compared in this work. The calculation of internal forces is performed in the calculation software Scia Engineer 19.1. The thesis includes a structural design as well as drawings. The construction is designed according to ČSN EN standarts.

The content of the thesis is a static design of the supporting parts of the extension of the textbook pavilion of the elementary school in Mirošov. The proposed building is a four-storey reinforced concrete monolithic column construction. The ceilings above the first three floors are designed as cross-reinforced slabs with internal girders. The roof slab consists of a monolithic slab with additionally prestressed beams. The internal forces were calculated using SCIA Engeneer 19.0 and these values were subsequently verified by manual calculation. The design followed the applicable European standards. The result of the work is a static assessment of the object and corresponding drawing documentation.

This diploma thesis deals with the analysis of reinforced concrete structure with masonry walls. Scia Engineer was used for finite element analysis. The spatial models include nonlinear behavior of masonry. Furthermore, the ceiling slab above the 1st floor, beams and columns were designed.

The subject of my diploma thesis is the design of the pension with the possibility of wellness activities, which is located in the village of Holásky, on the level of documentation for the construction. The new building is located in the cadastral area Holásky. It is a three-storey, basement building in the shape of two bounce rectangles with separate parking for visitors to the pension and wellness. The supporting system consists of a reinforced concrete skeletal column system with a ceiling structure made of Spiroll core panels. Porotherm ceramic blocks with contact insulated facade according to ETICS are used for filling masonry. The roof structure is a single-skin flat roof.