The aim of this master thesis is to design a seven-storey office building in Hodonín, Czechia. The building has retail spaces in the basement and first floor and offices in second to sixth floors and utility room and elevator engine room in the seventh floor. Individual floors are accessible via stairs and elevator. The vertical load-bearing structure consists of reinforced concrete walls and columns. Horizontal load-bearing structure consists of cast-in-place reinforced concrete slabs. The roof is flat with photovoltaic power plant connected to main battery. The main source of heating energy for the building is a heat pump (air-water) backed by a secondary electric boiler. Fresh air is supplied by a HVAC unit installed on the roof. Overheating due to solar heat gains and equipment is mitigated by local AC ceiling units. Automated roller blinds reacting to solar gains and glare are installed over the windows. The next part of thesis consists of comparison of pressure properties of sheet metal duct and CLIMAVER system.

The aim of the diploma thesis was to create project documentation the new construction of a multifunctional building in the village of Dýšina. The architecture of the building is determined by the usage purpose. The administrative and residential part is designed as a three-level building and the warehouse part as a single-level one. It is a non-basement construction without a residential attic, a rectangular floor plan with maximum dimension of 63.4 x 26.26 m. The roofing is solved by a gabled roof. The layout and operational solution of the administrative part of the building is primarily focused on the offer of exhibited goods and their sale on the 1st floor. On this floor, there are offices, a shop with exhibited goods, a technical room and sanitary facilities, including toilets for people with reduced mobility. On the 2nd floor, there are commercial and manager offices. There is also a meeting room and a showroom. The residential part on the 3rd floor above the administrative part is divided into 4 residential units. The apartments are accessible from the central corridor. The entrance to the central corridor is secured with an external steel staircase on the north side of the building. The space of the storage hall is not divided to maximize usage of storage area. There is one office (26.95 m2) and storage space (973.65 m2) with a test elevator shaft. The entrance to this part is ensured by three gates and a gate with a ramp for tracks. The storage part is directly connected to the administrative part with a door.

This master thesis deals with designing sports center in Havlíčkův Brod. It is an individually standing object, which is located on plot No. 653/1 in Havlíčkův Brod, in cadastre unit Havlíčkův Brod. The object of the sports center has two above-ground floor and basement. In the basement are designed storage spaces and underground garage. Vertical structures are made of cast-in-place reinforced concrete frame, space between columns is made of ceramic blocks and reinforced water-resistant walls. Horizontal structures are made of cast-in-place reinforced slabs. The foundations are designed as a cast-in-place foundation slab serves waterproofing basement. The roof is designed as a warm flat green roof. The building is insulated with contact thermal insulation system. The work includes project documentation for the construction.

The main goal of this thesis is elaboration of a project documentation for the building permission of nearly zero energy office building with BIM, and assessment of the designed building by methodology for multicriteria evaluation of buildings. The building is located on a slightly sloped site of former military barracks in Valašské Meziříčí. The building is intended as offices for ENERGIS company. The building has rectangular floor plan (approx. 32 x 22 m). The building has three floors. There is café, reception, technical and storage facilities on the first floor. The second and third foor contain offices, meeting rooms and staff facilities. All floors are wheelchair accessible. The building has a cast-in-place reinforced concrete frame and warm flat roof. Infill walls are made of ceramics blocks. The facade wall is covered with ventilated facade with timber cladding.

The diploma thesis deals with a new building of retirement home. This thesis aims to elaborate a project documentation for the construction of the building. It is a self-standing object on a flat land. The retirement home has one underground floor and three above ground floors. On the underground floor there are the retirement home’s technical equipment and warehouses. On the ground floor there are public services (patisserie and café, manicure and pedicure, pharmacy and hairdresser), dining room, the retirement home’s background which includes an office and a reception. The first floor and the second floor are designed for the accommodation of seniors in single and double apartments. There are also a common room and retirement home’s equipment. The bearing construction consists of ceramic masonry of thickness 250 and 300 mm and reinforced concrete columns. The masonry and the columns are based on a concrete bases and concrete beads. The retirement home is roofed with a double-skinned sloping roof with a load-bearing structure made of truss girders. The facade of the building is partly designed as ventilated. The object is insulated by a contact thermal insulation system.

The subject of the master's thesis is elaborate a project documentation to obtain a building permit for the multifunctional house. The proposed building is located in Štúrovo in the urban part of the polyfunctional area with predominant housing. The plot is slightly sloped. The building in question consists of five above-ground floors. The building is divided into a commercial zone, an administrative zone and a living area. The structural system of the building is cast-in-place reinforced concrete frame. The building is roofed with single-shell flat roof. In the preparation of the project documentation was used valid legislation, laws and technical norms. Drawings are made in program Nemetschek Allplan 2013, visualisation is SketchUp program.

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 diploma thesis deals with preparation, organization and construction technology of an administrative building in Karviná. It is about new building with four above ground floor. From a design point of view, the structure is designed as a precast concrete frame. The diploma thesis contains technical report, coordinating situation with design of transport ways, time financial plan, study of the implementation of the main technological phases, concept of construction site equipment, design of machinery set, time plan with worker bilancion, material delivery plan for rough building, technical report for masonry work, inspection and test plan for masonry work, item budget with the statement of measurements and noice study for earthworks.

The subject of this diploma thesis is the elaboration of project documentation for the construction of a new sports center with a specialization in the field of health technology. The building will be located in the town of Velké Meziříčí, on the street Školní and will be located on the plot 5917/16 with a total area of 17 820,2 m2. The total built-up area of the proposed building is 919,88 m2. The object is designed as stand-alone. It has a ragged shape, which consists of three adjoining rectangles, has two above ground floors with a partial basement. The building will be based on concrete foundation girders. The support system is chosen as a brick longitudinal with reinforcing walls. Perimeter masonry will be designed from cut ceramic blocks in above-ground floors and lost formwork in the basement. The ceiling structure consists of prestressed ceiling panels. The entire building is designed with a ventilated facade of two types of cement-bonded slabs. The grille of the ventilated facade will be made of glass fiber fiberglass. The roof of the building is designed as flat single-skinned. The building is designed for sports, including a sports bar and a clubhouse, which are open to the general public. There are 40 parking spaces, of which 3 for people with reduced mobility. During processing the emphasis was put on the appropriate layout, building-technical and architectural design and safe use of the building.

The subject of this project is a new building of a shooting range and lasergame arena in Brno, district Královo pole. The aim of the thesis is to create a documentation for realization of a shooting range and lasergame arena. It is a stand-alone two-storey building without the basement. The building is based on piled foundations, the construction system is reinforced concrete frame, infill material is light concrete brick. There is an exception: in the tunnel shooting range, there are monolithic reinforced concrete walls. The ceilings above the first floor are made also of reinforced concrete, the ceiling above the second floor / roof is made of pre-stressed reinforced concrete roof panels of spiroll type. There is flat, single-layer roof. The walls are designed as double-layered, contact-insulated with fiber-cement cladding.