This Diploma Thesis deals with a new-building project of a nursery school in a cadastral area of the town Tišnov. The building is situated in a calm peripheral part of a town. The building is projected as a single-storey, has an atypical ground plan, aproximately "Y" shaped. Vertical constructions are bricked of ceramic blocks and they are based on foundation-belts. The roof is flat, one-couted, with a classical order of layers. The building is functional divided in economic part and two child´s sections of the nursery school. The general capacity of the nursery school is 48 children.

The theme of master´s thesis is the newly built sports center in Rychnov nad Kněžnou. The building is without a basement, two-storey, set in a slighty sloping terrain. The building is designed of system Porotherm with ceiling panels Spiroll. The roof construction is single-flat. Fitness with small sports hall, small bar, squash and wellness facilities with pool, whirlpool and sauna is located in the object. Tennis courts with training wall are outside next to the building.

The subject of the master thesis is a design and static analysis of the load-bearing multi-storey steel structure with the timber entrance shelter of the multifunctional building in Znojmo city. There is a shopping centre situated on the ground floor, other floors are mostly used as offices. The ground plan of the steel structure has a shape of a regular 20-tagon with circumscribed circle diameter 30 m. The height is 35,5 m. The building has 6 storeys at all. The racking resistance is ensured by combination of frame-shear truss and rigid frame. In the front part of the building there is an airy cut-out space situated and it is running from the ground floor until the roof structure. The glue laminated timber shelter by the entrance of the building reaches a height of the first floor and its length is 10 m.

This master thesis is focused on elaboration of project documentation for constructing sport centr in Telč. Project and appendix are processed by current applicable laws, regulations and standard. The main theme of this Master´s thesis is a project of newly built detached sport centr in Telč. The building is without a basement, two-storey, set in a slighty sloping terrain. The building is designed of system Porotherm with ceiling panels Spiroll. The roof construction is single-flat. The first storey is determined for sport aktivity and second storey is determined for relaxation. In the object is located gym, big sport hall, small bar, squash, solárium and spaces for wellnes and rehabilitation.

The master’s thesis on the topic Kindergarten is processed in the form of project documentation for the implementation of the new building. The building is designed to plot 1228/43 in the cadastral Jihlava. It is a two-storey building, the roof is single-flat. The building is of brick masonry POROTHERM. The ceiling structure consists of prestressed ceiling panels.

The Diploma thesis deals with the processing of project documentation of tribune construction and sporting facilities of athletic stadium in Zlin. Project documentation and attachments are processed according the current legislation, regulations and standards. The tribune is situated on a plot 1090/26, st.5541, which belongs to cadastral area of municipality Zlín, Hradská 854, Zlín. The premises takes up ground plan area of 988,5m2 and the carrying system is designed by skeletal system from prefabricated pieces. This three-storey building lies in natural slope and partly is embedded into in. Capacity of tribune is about 650 spectators and sporting facilities can use about 90 persons.

Diploma thesis solve design of the Apartment house in city Vsetín. It is a four-storey detached building without basement. The shape of house is rectangle with maximum dimensions 30,72 x 17,42 m. The apartment house is designed of clay block Porotherm 30 AKU SYM, is founded on the foundation strips and the roof is saddleback with a slope 20°. There is designed a 18 flats.

The diploma thesis focuses on a mixed-use building with a rectangle-shaped ground plan in Žilina city. The object is four-storey and with no basement. It is split into two sections. The first one provides a space for three operations in northeastern part of the first floor with an attached parking lot. These operations are not further described in this project and depending on investor´s requirements some changes may apply. The second part is an apartment housing section. The first floor contains utility rooms such as storage and buggy room. The housing sections are accessible with two entrances. The apartments are located from the second up to the fourth storey and are designed 1+KK, 2+KK,3+KK and 4+KK respectively. The apartments are assigned with parking spaces isolated from operations parking lot. Vertical bearing walls are made of clay blocks POROTHERM 30 AKU P+D, which are used also as internal bearing party. Internal bearing walls placed in apartments are made POROTHERM 25 AKU P+D and completed by POROTHERM 14 PROFI P+D. Walls will be placed on conrete and reinforced concrete strip foundation. Building has external thermal insulation made by EPS gray 200mm thick. Horizontal load-bearing structures are made by reinforced concrete. Object has flat roof with minimum slope 3%. Damp proof is made by PVC-P membrane. As thermal insulation is used mineral wool.

Subject of my master´s thesis is to make project documentation for a new building of kindergarten. The building is single – storey, without basement and its capacity is 60 children divided into 3 classes. As foundation system of the building are used foundation strips. Floor plan of the building is irregular. The building is designed from construction system KM BETA. Building is covered by a flat roof.

The subject of this thesis is the design and assessment of steel construction of the shopping center in Chrudim in Pardubice region. Business center was designed as a three-aisled with a common space in the middle. Each hall has a platform 48.0 meters x 63.0 meters, shared space is a ground plan the shape of an equilateral triangle with sides of 48.0 meters. The construction of halls in the transverse direction comprises three trusses. The two beams are to span 20.0 meters and a span of one to 8.0 meters. Clearance height ranges from 8.0 to 10.0 m. The main structure is made of rectangular hollow sections, tubes of circular profiles and will be awarded. The axial distance trusses is 7.0 meters.