The aim of my master ‘s thesis is to elaborate the project documentation of kindergarten as nearly zero – energy buildings. The project consists of three parts. The first part (main part) presents the civil engineering design of the building. Kindergarten is single storey-building. The vertical load-bearing structures are designed from lime-sand blocks (above - ground floor) and the hollow concrete blocks filled with C20/25. Horizontal load-bearing structures are designed from the prestressed Spiroll floor panels. The roof consists of a flat roof with extensive greenery. The second part presents technical equipment of buildings. The third part presents acoustic assesment outside Kindergarten. The building site contains also an outdoor playground. I am using AutoCad software for drawing and Deksoft to calculate Energy Performance Certificate. All structures comply with the regulations and valid standards.

The subject of this diploma thesis is design documentation of a kindergarten building. The structure is situated in Velká Bíteš on Lánice street in Žďár nad Sázavou district. The building consists of two above ground floors and partial basement. The second floor is only above the central part of the building. The first floor is divided into three sections. On the left and on the right side there are classrooms for children with capacity of 20 children. On both sides there are staff facilities. These two sides are connected to the rectangle in the middle, where there is a staircase that connects all the floors and the basement. In this part there is also a school canteen where the meals are going to be prepared, storage and staff facilities. The structure can accommodate up to 40 children aged 3-6. The building plot which is flat is situated among detached houses and buildings for public services. The external wall in basement is designed from concrete blocks covered with concrete. The external wall above the ground is designed from Porotherm clay blocks. The floor structure is designed from prestressed concrete floor slab Spiroll. The structure is roofed with a flat roof.

This diploma thesis deals with the design of an office building and the processing of project documentation for the construction. The office building is located in the Židenice in Brno, next to the Brno Židenice train station. This is a detached partly basement four-storey building with a flat roof. The underground floor serves primarily as a collective garage for 25 vehicles including parking spaces in the local stacking system. On the ground floor of the building there are three rentable spaces for retail with storage facilities and sanitary facilities for employees. The other of the building is used for administrative purposes. On the second above ground floor there are cell offices, on the third and fourth floors above ground the office spaces are rather as a open space. The construction system of the building is frameral with infill masonry made of ceramic fittings, the foundations are made of reinforced concrete slab and walls made of waterproof concrete. The foundations under the non-basement part are made of reinforced concrete foundation footing. Next to the office building, there are also eight parking spaces for shop visitors.

The subject of this diploma thesis is the project documentation of the new building - pension U Odry in Přerov-Kozlovice. Accommodation capacity is 36 people. In the pension there is also restaurant. The building is designed as a three-storey. On the first floor there are rooms for guests entering the accommodation facility, facilities for accommodation, technical facilities of the building and the restaurant, including premises for its operation. There are guest rooms on the second and third floors. The bases are made up of strip foundations. The external loadbearing mansards and partitions are made of YTONG lightweight concrete blocks. The internal loadbearing masonry is made of SILKA lime-sand blocks. The ceiling structure is designed from SPIROLL prestressed concrete floor slab. The roofing of the building is solved using flat vegetation roofs.

The subject of the diploma thesis is the design documentation for the construction of low-energy building. This is a hotel komplex, which is located in the city of Brno-Bohunice. The hotel has four floors, no basement and a warm flat roof. On the ground floor there is a hotel restaurant with facilities for employees, main hall, social facilities, wellness and technical facilities. The part of first floor consists of conference halls and a gym. In other parts of hotel are designed 47 guest rooms. Two guest rooms are for people with reduced mobility. The accommodation capacity of the hotel is 82 people. There are uncovered parking spaces for cars and one bus, tennis courts and a hotel garden on the plot. The structural system is combined with reinforced concrete columns and brick blocks. Horizontal structures are designed as cast-in-place reinforced concrete floor. The construction is based on foundation pad and strip foundation. The external wall is built from hollow clay blocks and insulated with external thermal insulation composite systém. The diploma thesis is processed to the extent of design documentation for construction.

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 aim of my master's project is to design a new building of a Special education centre with nearly zero energy consumption. The project consists of three main parts. The building is designed with a green flat roof with a load-bearing part formed by prestressed ceiling panels. The load-bearing wall masonry consists of ceramic blocks with stone wool insulation panels with longitudinal fibres. The building is divided into two main parts connected by a connecting entrance hall. First department is used mainly for therapy rooms and the other department for the offices of special pedagogical staff. The building also contains photovoltaic panels, air-handling units with heat recovery and a rainwater storage reservoir with the possibility of using rainwater for flushing. The next part of the master's project deals with the assessment of the life cycle of the structure (LCA), where the subject of assessment are various types of floor structures.

The diploma thesis deals with the project documentation of the accommodation facility - a mountain pension in the village of Rudná pod Pradědem. The building has an irregular floor plan and is divided into two parts. One part of the building is used for accommodation with a capacity of 16 people. It has two floors and consists of a flat, green roof. In the second part of the building, on the first floor there is a cafe, massages and infrared sauna. In the basement there is a technical background of the building. Office space and accommodation unit are located in the attic of the building. It consists of a saddle roof. The building is based on simple concrete foundation strips. The vertical load-bearing structures are made of ceramic blocks and blocks of lost formwork in the basement. Ceiling structures are designed as reinforced concrete, monolithic. The building is designed on a sloping terrain.

The topic of the thesis is the construction and technological preparation of the extension of the retirement home in Brno. It is a three-storey building based on piles with combined vertical structures and monolithic ceilings, the building has a flat roof. The work includes a technical report, time and financial plan of the building, project of construction site equipment, mechanical assembly of the main mechanisms used during construction, as well as a time plan and the necessary number of workers.

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.