The subject of the diploma thesis is to elaborate the project documentation of a newbuilt multifunctional building in Považská Bystrica. The multifunkcional building is designed as a three-storey without basemen. In the first ground floor there are dental and gynecological surgeries with facilites, a cafe and director's office. In the second there are office spaces with facilities for rent. On the level of the third floor there are two-rooms flats and one four-room flat, while there are also storage spaces for each of the flats. The building of the multifunctional house is based on reinforced concrete foundations. The vertical construction system consist of reinforced concrete perimeter walls and perimeter reinforced concrete columns in combination with an internal load-bearing walls of the reinforcing core of the building. The partition walls are designed as a plasterboard walls. The horizontal load-bearing structures are made of reinforced concrete prestressed panels. The roofing of the building is designed as a flat one-layer roof. The roof of the terrace consist of an extensive vegetation flat one-layer roof. The roofing of the awning at the main entrance to the building is design as a reinforced concrete monolithic console with one-layer flat roof a skylight. The building is insulated with the external thermal insulation composite system (ETICS). The façade of the communication core of the building is made of brick cladding. The rest of the façade is made of a thin layer white plaster.

This diploma thesis deals with the preparation of the implementation of multifunctional buildings in Bratislava. These are three detached multi-storey apartment buildings connected by a joint basement. The diploma thesis includes a technical report to the construction technological project, a study of the implementation of main technological phases, solving of broader relations of transport routes with the design of supply routes, a time schedule and a financial plan of the object, a detailed time plan for the rough substructure and rough superstructure, a building site equipment project, a machine assembly design and its assessment, a technological regulation for monolithic structures, a control plan and test plan for monolithic structures, a specification of the time period of the removal of the formwork of monolithic structures, an occupational safety and health plan and selected points of the LEED certification. The thesis also includes a plan for securing resources for the rough structure with added schedules of workers, machines and building materials, a cost estimation budget of selected technological processes, a noise study, and a financial analysis of the expected investment profit.

The master project focuses on the design of a multifunctional apartment building situated in the new South quarter of Brno in the context of its urban development and also based on the urban and volumetric study titled Brno - new South quarter, published by Kancelář architekta města Brna (KAM). Brno, like most big cities, is struggling with suburbanization, therefore the current topic is to solve mainly the development in the city in a way that people do not need to leave beyond its borders. The main focus of this thesis is the design and research of the gallery-access apartment building with the gallery situated on the front facade. Part of the thesis is also separate book of analysis, that was made together with colleagues as an undergraduate project.

The diploma thesis deals with the design and elaboration of the project documentation of a polyfunctional house with a café in Kyjov. The new building is located in the northern part of the city. It is a 4 floor object, partlial basement building with a saddle roof. The house is based on plain concrete slabs. The supporting peripheral and internal masonry is designed from POROTHERM brick blocks. In the cafeteria, an open layout is proposed using beams and columns. Ceiling structures are designed from the POROTHERM MIAKO system. The roof structure is designed with a truss with sheet metal cover. The perimeter walls in the 1PP are designed from blocks of loose formwork filled with concrete, which are insulated with extruded polystyrene. The building is functionally divided into 2 parts, each with its own entrance. The café is equipped with a vestibule, its own café, toilet for women and men with cabins for handicapped visitors and a background with a storeroom, dressing room and WC with a hall. The residential part consists of 4 garages and 6 apartments, 2 of which are adapted for the handicapped. The object is designed with natural ventilation. The object is barrier-free. In front of the building is proposed a parking space for 9 seats, 2 of which are designed for handicapped and 2 for apartment owners.

Diploma thesis describes the design and processing of project documentation of the multifunctional building. The multifunctional building is located in the central part of the town Náměšť nad Oslavou. The building has 4 floors. It is partly cellared building with flat roof and walkable terraces. This building is consisted of 2 functional parts, the first part is designed for living and the second one is designed for contact with the customer. There are shops and offices. The first floor is wheelchair accessible. In the basement there is a technical background of the building and cellars for housing units. In this multifunctional building we can find 13 residential units and five offices. All of the floors are connected with staircase and lift. The Carpark and the private garden with playground are also part of this residential area. This building is based on concrete blocks. Load-bearing, peripheral walls and connecting walls are made of ceramic blocks. A monolitic ceiling construction is the combination of the iron and the concrete. Two types of insulation are used in peripheral walls. The first one is called ETICS, external thermal insulation composite system, made of polystyrene. The second type of insulation is facade cladding system where the main insulation layer is made of mineral wool. The insulation layer is replaced by XPS polystyrene where facade is in contact with the ground. Facade cladding panels are made of cement and wood fibers called Cembrit.

This master´s thesis deals with project planning and management of construction of multifunctional building. The main part of thesis are budget of object and schedules of work, which contain realization of reinforced concrete structure and other related works. Another part of thesis deals with the technical regulations about the implementation of horizontal and vertical parts of reinforced concrete structure and from finishing works about realization of inside plasters. Following this part there is design and schedule of using of appropriate building machines and small machinery for their implementation, design of site equipment, quality assurance of works performed, safety of work and minimization of environmental impact. The thesis contains also proposal of contract of work. This work does not deal with substructure of multifunctional building, because this is solved in bachelor thesis.

The subject of this master’s thesis is the design and calculation of a five-floor multifunctional building. The building consists of flats located in floors -1 to 3, the remaining underground floors serving as a car park and the second part of the building contains spaces designated for business purposes. Each of the two flats located on each floor features a balcony. The multifunctional building contains two underground floors which are designed entirely as reinforced concrete structures and three aboveground floors designed as ceramic brickwork structure. The roof of the building is flat, not designed for walking and featuring an air conditioning unit for the entire building. A review of selected loadbearing structures of component floors was performed as a part of this thesis. The main load-bearing horizontal is composed of stiff ceilings, including the bordering ceiling of the third floor and the roof. Above-ground floors are to be constructed of pre-stretched ceiling girders Spiroll which are set onto reinforcing wreaths. Underground floors are to be constructed as a monolithic structure made of ferroconcrete. The vertical structure is constructed of perforated brick blocks for above-ground floors comprising floors 1-3, remaining underground walls are constructed of monolithic ferroconcrete. Foundation constructions are made of monolithic concrete white tub including confluence and review of the tub.