The subjekt of this diploma thesis is design and project documentation of a kindergarten in city Jihlava. New building is situated in the western part of the city HorníKosov. The kindergarten is designed for preschool education 48 children from 3 to 7 years. The building is without cellar. The building has two floors. In the 1st floor there are two separate classes with sanitary facilities and facilities for teachers. Two separate classes have a common dining room with kachen facilities and sanitary facilities for her employees. In the second floor there is lenguage class for 12 children, storage, directors office, office of speech therapy and sanitary facilities. The object is base on concrete foundation strips. The vertical load-bearing constructions are made of ceramics bricks. The walls are insulated with combination of contact thermal insulation system and ventilated facade with facade cladding of cement-bonded particle board. Ceiling construction is made of prestressed hollow-core slabs. Roof construction over single-storey parts of the building is designed as a vegetation flat roof. Roof construction over the two-storey part of the building is designed as a warm flat roof. Next to the object is situated parking slots for cars. Altogether is designed 13 places, which 1 is designed for disabled people.

This diploma thesis deals with the proposal of an alternative solution to the intersection of Mohelnice North crossroads. It compares the current junction design, which is considered inappropriate, with two new proposals for circular intersections. The aim of the thesis is to propose the resultant junction cheaper, smaller and simpler for users.

This diploma thesis presents a project documentation for construction of a center of leisure activities. It's construction site located on the outskirts of town Třebíč, "Na Kopcích" street. The building is composed from the two visual and three service parts which are connected to each other. On the left side in first floor there is a bowling with services and the second floor will serve for sport activities of jumping, spinning or relax massages. On the right side of building will be usable for education or for leisure activities. The building is designed as a two floors with partial basement. The construction system is formed by longitudinal wall system with precast hollow core slab or reinforced concrete slab. The structure is based on strip foundations with walls of permanent formwork. External wall is based on clay brick of therm type. The staircase is designed as prefabricated element or cast-in-place reinforced concrete. The roof is constructed as warm flat green roof with expanded polystyrene with screed to fall.

The master´s thesis solves a static provision of the Baroque church of Saint James in Městečko Trnávka. The church was built in 1752 in Baroque style on the place of the original Romanesque church. It is a single-nave building with dimensions of about 46 × 20 m. The nave is followed by a massive square tower with a height of about 34 m. The reason for the restoration of the church are cracks in the external masonry and arch due to small space stiffness. The building will be reinforced by horizontal and transverse prestressing. They are designed prestressing tendons, called monostrands, using method of alternative cable channels. It will help to avoid other derformations and it will increase a stiffness of the structure.

The project addresses the design documentation of a residential building. It is a detached house. The building has one basement and three floors. Residential house is a basement with a flat roof. The structural system consists of reinforced concrete columns and reinforced concrete ceiling. Perimeter and interior masonry infill masonry infill is composed of blocks YTONG. The roof is a single casing. The construction is based on the foundation footings and passports.

The subject of this thesis is the construction of a residential building in the town of Brno Chrlice. It is a building with a fully podsklepeným floor and three floors. Basement part is designed as a garage and cellars. Floors are designed as units. The apartment building is a total of 8 units and 1 residential unit designed as wheelchair accessible. Total capacity is 22 Cladding basement of the formwork and floor are covered from the system HELUZ. The ceilings are designed as ceiling panels. Wood pitched roofing constructions with unbalanced tendencies. The building is based on the footings.

This diploma thesis deals with the problem of river restoration. Selected watercourse, which was inappropriately technically modified, had been mapped in detail and land use map was compiled. The watercourse was divided into sections, which were described in detail and assessed for suitability for restoration action. The new nature-friendly channel was designed on the selected section of the watercourse. Technical graphic documentation was designed.

This is a proposal of a detached building sports center with squash courts and a café. The building's basement, with two floors. Ground plan of the building is composed of two rectangles. The second floor is only over part of the building. Above the squash courts is a roof of wooden trusses and load-bearing part of the skeletal system consists of brick walls. The structural system of the building is brick system Porotherm, ceilings Spiroll. The building is covered single layer flat roof, and has a ventilated facade.

My thesis deals with a project documentation processing of a new building “ Low Floor Apartment Complex – Horoměřice”. All requirements strictly follow effective legal regulations. The complex is comprised of three objects arranged as the U-shape. The two-floor object A is a combination of masonry from reinforced concrete and a wooden structure. The object B is a single-storey wooden structure and the object C is a two-floor wooden structure. All these objects are covered by a two-coating counter roof. My thesis is a construction technical arrangement, which contains a fire safety report, a heat treatment, a layout plan, a proposal and a calculation of a strip foundation as well.

It is a new Centre of the Integrated Rescue System to p No. 375/2 in the cadastral Sand 720755th The project documentation is conducted only for the fire station. that consists of three dilated from buildings. Building for day stay is three-storey, two-storey garage with workshops and drying storey tower. Brick construction system based on the footings. Horizontal structure prestressed panels are at SPIROLL. The roof is flat, single-layer and desk hunter cased. Concrete floors are connected by a staircase in the building for day stay and welded steel in the drying tower.