The master’s thesis dealt with newly built residential house. The building is located in the Liberec region in the cadastral land parcel number 42/1 in the cadastral area Liberec-Rochlice. Address of the building is 227 Vratislavická Liberec-Rochlice 460 59th Built up area is 655 m2. The new building is located on sloping ground to the south. The building is located on the still undeveloped parcel near residential homes and nursing home. The building is partially basement with four floors. In the basement is the technical support for building, storage and parking facilities. The first two floors are commercial applications for administrative operations. In the third and fourth floor apartments are located. In total there are five residential units for a total of 17 persons. The supporting structure of the building is a monolithic reinforced concrete deck Beon C 25/30 B and reinforcement 500th The building is based on the footings of plain concrete C 16/20, and the bases of concrete and plate C 25/30 and the reinforcement B 500th Outer and inner walls are lined walls in the system Porotherm. The roof is designed as a flat. Walk-on part is designed as extensive or as a patio with concrete paving. Nepochúzná part has a stabilizing layer of gravel.

This thesis addresses the new building of the municipal library on 3 floors. Operation of library is divided into public and private part. On the first floor there are dressing rooms, technical facilities, training rooms and spaces for commercial uses, such as a cafe and stationery. Storage spaces of library are using all floors and they are located in a separate wing. The main interest of readers is placed into the second and third floor, there are also offices to ensure the operation of the library. All floors are equipped with sanitary facilities for each building operation. The building is covered with flat roof.

I deal with new building of multi-functional building. The building will be located in the town Brno-Horni Herspice, Sokolova street, parcel number 707/1, Brno district. Multi-functional building has four floors. Maximum dimensions the outline of the building are 20.56X21.06m. Height of the parapet wall is 12.815m above 0. The building is build on foundation strips of plain concrete 20/25. Concrete slab is reinforce with kari net 150x150x6. The building is designed from the masonry system Sendwix. The precast staircase is made of reinforced concrete. Ceilings are designed of the floor slabs Spiroll. Roof above cafe and flats is flat with coating covering.

Thesis multifunctional building in Chrudim is processed in the form of project documentation which comprises all the requisites required by current regulations. Designed multifunctional building is placed on the site number 3466 and 2110 in Chrudim. The building has four floors. Constructional system is from clay brick HELUZ, prestressed concrete ceiling panels, flat roof.

This thesis describes the design of multifunctional building in Chrudim. It is a three-storey building. The layout of the first floor is for public purposes. The second and third floors serve as the residential part. The building is covered with a flat roof.

The diploma thesis is aimed for design and assessment main load bearing elements of a apart-ment building on the ultimate and serviceability limit state. Assessed parts of construction are reinforced concrete slab over the second floor, column and shear wall in the first floor, stairway slab and foundation pad. The elements are assessed in a structural design report according valid standard. There is created drawings. Internal forces are calculated using software Scia Engineer, where is modeled and loaded the construction.

The subject of the diploma thesis is to elaborate the design documentation of an apartment house with restaurant. The building is designed in the village of Lipůvka, South-Moravian region, on plot No.: 544/1 and 545/1 – cadastral region Lipůvka. The bulit-up area is 443,3 m2. There are four floors. There is restaurant, one housing unit (for persons with reduced mobility) and utility room in first above-ground floor. Second, third and fourth above-ground floor is for housing. Each of these three floors has three apartments – two apartments 3+k, one apartment 3+1. Entrance to every apartment is from main staircase. The building is based on the foundation walls of concrete C20/25, all vertical walls are from Porotherm System. Celings are composed of ceramic-conrete beams POT, ceramic insertion Miako and concrete. The staircase is monolithic reinforced concrete. The building is without basement, roofed by a warm flat roof.

The subject of my diploma thesis is a design of new kindergarten and elaboration of documentation for the construction. The building is situated in the southwestern suburb of Brno, in the district Brno-Starý Lískovec district. The building is set in a slightly sloping terrain. The building has two floors and and basement, created by partial basement of the building. The building is characterized with two wings designed at right angles and a decent coloured facade. The building contains two kindergarten classrooms with a capacity of 48 children with operational facilities, a rentable part for public, the administrative of the school and a technical facilities of the building. The first floor contains two separate kindergarten classes, each with 24 children, teacher's cabinet, toy storage room and a kitchen. The kitchen is designed without food preparation, with a food delivery company. Each kindergarten class has its own entrance. On the second floor is a rentable space containing a classroom, workshop, lounge and terrace. There are also an isolation room, a gym for children and a head master's office. The building is designed to a low energy standard, definated by near zero heat energy building (nzeb) standarts. There is established a wheelchair access to the building, A lift is proposed in the building. The structural design is proposed as a ceramic block wall with contact insulation system. The vertical strucutres are made of reinforced concrete cast-in-place ceiling. The building is based on concrete foundation and is covered by a single-skin, flat roof with a layer of extensive flora.

The assigned territory is situated in the City of Brno, in the city district of Židenice. From the west it is limited by the railway track Brno-Židenice, from the east by Koperníkova Street, from the north by Lazaretní Street and finally from the south by Bubeníčkova Street. Its area is approximately 45, 480 m2 which is 4,55 ha. From the urban perspective it is an intensive development in a separated block of the city with a protection zone. Total area is permeated by a few lines for pedestrians. The pedestrian zone provides better permeability of the area and better accessibility of the trade parterre. The buildings connect to surrounding development and respect the density of the integrity of the area. Intensive housing structure is regarded as "the city of short distance". The achievement of high density of housing development combines lots of various functions and relatively small built-up surface. While high-quality environment is preserved, people can find job oportunities in the intensive housing development without the need for transport. For achievement conception of compact city applies space urban planning. The shape of the estate directly impacted the principle of the proposal together with the city planning context of the current buildings. In the protective zone there is established a huge park with water reservoirs. The walk-through trade parterre is filled with many various functions, on its walkable roof is created a semi-public zone with skylights and freely introduced verdure. On the walkable roof there are independent blocks of apartments and public facilities. In the northern and southern corner are located public-service utilities and in the middle of this area there is a nursery and a kindergarden. In structural terms the building it is about cast-in-place concrete reinforced frame based on a white concrete foundation which has one underground level and five above-ground levels.

The content of this thesis is elaboration of technical documentation for realization of a sports centre. The building is situated in Hodonín in flattened terrain. It is a building with two floors, non-cellar, flat vegetation roof and sloping roof of the wooden glued laminated trusses. The building is based on plain concrete strip foundations and concrete foundations footing. Both peripheral and internal walls are made of ceramic blocks Porotherm. In open spaces, reinforced concrete columns are designed. The ceiling structure is designed from pre-stressed Spiroll ceiling panels. The peripheral walls are insulated with the ETICS external thermal insulation system in the western part of the building. On the rest of the building there is a ventilated facade with a cladding made of wood and Cetris tiles. The building is functionally divided into two parts with a common entrance. On the north and south side there are sports grounds. The rest consists of a restaurant, a kitchen with facilities, a hygienic background for employees and visitors. The whole building is barrier-free.