Master thesis Kindergarten in Polička is processed in the form design documentation for the construction. Two classes are designed in the building, each for 25 children, kitchen, technical background and facilities for staff. Part of the building is a large garden. It is a detached building with one floor and the part of the building with the basement. The surrounding terrain is slightly sloping. The building is made of masonry system on the concrete strip foundations. The building is insulated with contact thermal insulation system. The part of building is roofed with mono-pitched roof and the other parts are roofed with a flat roof.

Subject of this diploma thesis is to design structural system of multifunctional building in Brno. This apartment building has 4 storey. Main load-bearing elements are concrete ceilings, columns and beams in first and second storey. In third and fourth storey are main load-bearing elements masonry and concrete ceilings with beams. Also there is prestressed beam in first storey. The structure was assessed for ultimate and serviceability limit state acording to standarts and regulation. Drawings and drawings of construction are part of the diploma thesis.

The purpose of this diploma thesis is processing of ducumentary for mixed-use building in cadastre unit of village Vendryně. This building plot is situated on the outskirts of Vendryně. New building is designed as detached building, without cellar, with four floors. Wall structural system of building is made by sand-lime block. Floor and roof structure is consists of prestressed concrete floor. Roofing of house is made by flat green roof. On the first floor there are café, travel agency, dental laboratory, technical place and storage. The second floor is stated for administrative purposes. There are some offices, staff facilities, sanitary and technical places. On the third and fourth floors is situated dwelling unit. Three flats are in third floor and two flats are in fourth floor. Size of flats is designed as 2+KK and 3+KK.

The subject of my diploma thesis is create a design documentation of new building of the kindergarten which is located in Velké Bílovice. This building is placed in uptown near the elementary school in the area with flat terrain. The kindergarten is designed for education and raising of 48 children and 12 students. There is a large garden behind the property. This object has two above-ground floors and has no cellar. The roof is designed as warm flat roof. The loadbearing masonry is designed from sand-lime blocks. The whole object will have contact thermal insulation system, the floor structures are from reinforced concrete. The staircase is designed as half-turn stair from reinforced concrete. This object is based on the foundation strips.

This diploma thesis is focused on design cast-in-place reinforced concrete structure multi-storey multifunctional building according to the source material. Specifically, foundation slab and external wall in B1 taking into account the waterproofness of the construction. Then staircase, column in lowest storey and two floor slab are designed as selected load-bearing structure. Elements are dimensioned according to ČSN EN 1992-1-1: Design of concrete structures - general rules and rules for building structures. In the drawing part of the diploma thesis are drawn drawings of the shapes and reinforcement.

The diploma thesis deals with the design of the boarding house located in Lipnice nad Sázavou district of Havlíčkův Brod. The thesis contains complete design documentation for building construction, including assessment in terms of building physics and buildings fire protection. The construction has a U-shaped platform, with two-storey buildings facing each other, connected by a single-storey middle part, where house background is located. We will find here restaurant, kitchen, playroom, wellness, two barrier free rooms, thirteen regular double rooms and eight two-room apartments Construction is brick of sand-lime blocks, insulated by contact thermal insulation system. The ceilings are made of prestressed concrete floor slab. The roof above the two-storey buildings is saddle roof, where the load-bearing structure is formed by a truss. On the single-storey part there is a flat roof, where the supporting structure consists of prestressed concrete floor slab.

The final thesis is focused on a newly-built hotel with wellness in Luhačovice. Luhačovice is a spa town in the region of Zlín. The plot is situated on the outskirts of the town in a mildly built-up area. The terrain is sloping with a view of the town. The building is divided into three operating parts – wellness, restaurant with café and premises for temporary accomodation.The structure is a four-story building with a cellar. The building foundations are based on the reinforced concrete foundation slab. The load-bearing structures of the basement and the ground floor are formed by reinforced concrete walls complemented by reinforced concrete columns. Upper storeys are designed in the system of Porotherm. The floor structure is cast-in-place reinforced concrete. The building is roofed with green roof.

The topic of this dissertation is a new building of Multifunctional building in Třebíč on parcelas number 1237, 1238, 1239. The Multifunctional building is situated on nursery sloping terrain. It´s designed as a four-floor house without a cellar. Ground plan size of the object are 15,35 m x 44,3 m. Parapet is situated 12,95 m high over the first floor. The building is build on a concrete foundations. From the point of view of construction the building is combination of a concrete breeze-block which are in ground floor and ceramic breeze-block which are in another floor of the building. Ceiling is designed from prefabricated filigran floor slab produced out of special liapor concrete. Staircase is iron-concrete with ceramic pavement. The object is roofed with flat roof which is drain of water using roofdrain.

This master thesis deals with a draft of precast concrete frame structure on the case of gymnasium building. The major part of this work are transversal and longitudinal frames, consisted of footings, columns, girders and precast floor slab. Other parts of the building are not solved. Thesis consists both static calculations and drawings.

The diploma thesis is focused on a structural analysis of a multi-storey office building. The Loadbearing structure is made of cast-in-place reinforced concrete. In the thesis there is analysed a selected floor slab, a column, a foundation pad, a part of loadbearing wall and a precast staircase. Computation of internal forces is carried out by computational software SCIA Engineer. The Results from the software are verificated via simplified manual method. Assessment of a structure is done according to valid standards and regulations.