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 main target of the thesis is design of a new building of the rehabilitation center in Havlíčkův Brod. The rehabilitation center consists of three part. The main (middle) part has two above-ground floors and a basement with flat roof and the other two parts have only ground floor with green flat roof. The main middle part contains reception, café, laundry room storage, utility room, manager‘s office and outpatients doctor‘s office. In the left part there are hydrotherapy, ergotherapy, magnetotherapy and electrotherapy. In the right part there are fitness center and physiotherapy rooms. Vertical load-bearing structures are Made of Porotherm ceramic blocks (above-ground floors) and the Hollow concrete blocks filled with C20/25 and reinforcement B500B (basement). Horizontal load-bearing structures are made of the prestressed Spiroll ceiling panels. The building site contains also outdoor car park and garden with pond. The project and visualization were carried out in the ArchiCad and Lumion programme. All structures comply with the valid standards and regulations.

In my diploma thesis i deal with the construction of the mixed-use building in Boskovice, street lipova´ on plot 4363/2, 4415/111, 4415/116, 4415/107, 4370, 4415/109, 4415/110, 4415/1, 4415/94. The total area of the plot is 6460 m2. The mixed-use building has 4 floors and a part basement. Vertical constructions in the basement are designed from the concrete blocks and for the overgound floors porotherm clay grinded bricks p+d. The vertical peripheral structures are provided with an etics thermal insulation system. Horizontal bearing structures are designed as monolithic reinforced concrete slabs. The roof is a warm flat roof. In the mixed-use building are situated 4 offices, 2 shops, 2 small service offices and 8 dwelling units. Storage rooms and garage are designed in the basement. The drawing part of my thesis was processed in a computer program AutoCAD.

The project deals with the construction of a multifunctional residential building with 5 apartments, shop offices and law. The building is located in the village of Želechovice Dřevnicí on flat terrain. The house is designed in a structural system Porotherm, covered gable roof 45 °. The building is designed in accordance with the master plan of the municipality of Želechovice Dřevnicí, its character builds on the surrounding buildings and at work are respected by all laws and regulations relating to the design of buildings. The drawing part was processed by computer in AutoCad. Part of the project documentation is part of the drawing, text and calculation. The project is assigned a technical assessment of thermal and fire protection of the building.

Master’s thesis is based on analysis and design of a load bearing structure of an apartment block. This structure is supported with a strip footing made of reinforced concrete. The above-ground part of designed structure consists of brick masonry. Floors are constructed of carrying plates. These plates are made of reinforced concrete and precast boards (prestressed concrete). Individual levels are connected with monolithic concrete staircases. The thesis also deals with relevant drawing documentations for chosen parts of construction.

The thesis dealt with newly built detached house for seniors. The building is designed in the village Drnovice, Blansko district. House for seniors has one basement and three floors. In the basement are designed therapeutic ingredients such as physiotherapy, massage, gym and the appropriate sanitary facilities. Further there are technical facilities, sanitary facilities and lockers for employees. The first floor is designed to entry, reception, library, lounge, dining room and other spaces. Second and third floor is designed for living. Dimensions of the maximum contour of the house are 55,14 x30,34 m. Foundations are of strip footings of plain concrete C16/20. The thickness of the base concrete slab is 150mm and is reinforcer with KARI networks 100/100/6. The building is made of Heluz system, perimeter basement walls is made of the BTB fittings. The staircase is a reinforced concrete slab. The roof of the house is flat, single.

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.

Master’s thesis „Nursery School" is proceed in form of project document, including all requirement according to standards and regulations. New building is located on parcel number 439/50 in city Přerov. Detached building has three floors and is partly cellarage. It is brick construction system based on packs. The roofs are flat, and constructed as single shell. Te floors are connected by prefabricated concrete staircase and by elevator. The nursery school is designed as a four departments building, with capacity of 96 children.

The object of this work is operational building of artificial lake, which is located in the cadastral area Loučky u Zátoru. The building is designed to provide the operation and safety of newly proposed water project. The building is detached, three floors and a partial basement, ground shape of a cross. The structural system is a brick, designed by the brick blocks HELUZ, based upon the strip foundation of plain concrete. Floors and stairs are made of reinforced concrete, gabled roof is covered up with concrete roofing BRAMAC.

Master´s thesis focuses on the design of monolithic reinforced concrete structures storey hose which consist of 2 underground and 6 floors. This project deals whit two different boards, board over ground floor and over second floor, as well as three pillars supporting board, separate staircase placed in a reinforced core, base plate. All calculations are done according to applicable standards, mainly according to ČSN EN 1992-1-1.