The diploma thesis processes project documentation in the stage of construction for modernization of an apartment house near the center on the street Vlhká 22 in Brno. The building is divided into four residential floors and nonresidential basement and attic. On the first floor there are two residential units and the other four residential units. The foundation structures are made of solid bricks. The vertical load-bearing and non-load-bearing structures are also made of solid bricks. Exceptionally drywall partitions. In the basement, the ceiling structures are made of brick barrel vaults, above the above-ground floors there are wooden beamed ceilings. The roof structure of the building is made of purlin system with standing stool and covering of ceramic roof tiles. Three additional housing units will be built in the attic. In the basement, the masonry will be undercut by a chain saw, partly by pressure grouting and partly by a new layer with a waterproofing layer. All wood-beamed ceilings will be replaced with prefabricated ceiling beams with aerated concrete inserts without overhead slab. The garden part of the building will be insulated with mineral wool. The roof structure will be constructed from the street side as a shed roof and in the garden part a flat roof with a gradient layer of expanded polystyrene thermal insulation and a waterproofing layer of thermoplastic poleolefin.

This thesis handles the economic strategy of the firm HATLE-UNIKLEMP. Used methods are PESTLE analysis, Porter's five forces model, SWOT analysis, value chain analysis, and most used method is the financial analysis, in which indicators are applied to absolute indicators and financial ratios of profitability,liquidity, activity and debt. The thesis aims to find solutions to the poor economic situation of analyzed firm and to set a strategy, to ensure a positive future business development.

The aim of this master thesis is to design and check a bearing structure of The multifunctional center in Jihlava. A bulding is partly ground flooring. The structure follows an L-curve in a plan with the biggest axial lenght of 40 m. A roofing is in a shed shape and the pitch of the roof is 5,73°. The highest point of the bearnig structure is 11,5 m. The structure has various frame systems, which is a truss, a gross-cross section beam with an inner column in the middle of a span and a gross-cross section beam without an inner column. The structure is designed mainly from timber members, a glulam and solid timber. A steel part of structure consists of the metal fasteners and rods.

The diploma thesis deals with realization of an Ayurvedic pavilion in the premises of Saint Katerina Resort. The proposed new compound is designed to extend the leisure services of the Saint Katerina Resort in Počátky. The feasibility study of the main technological stages of the project is solved in this diploma thesis. The construction of the object is described in the technical report. Both a detailed itemized budget of the construction and a detailed timetable to show the duration of each process is elaborated for the construction technology project. Futhermore, the design of site construction equipment, design of machine assembly, time deployment of machines and staff balance is elaborated. The project includes a technological regulation of the realization of the skeleton supporting frame structure and both control and test schedule. The work safety for the assembly of the wooden building supporting frame is composed.

This diploma thesis is focused on the roofing of the stage in spa park in Poděbrady. This construction is designed in two variants. In each variant is determined load on the structure and internal forces acting on the structure. Of these two variants, only one variant was selected. This selected variant was design in detail. In this variant was dimension their parts. Under the roof construction is located stage, which was not solved in the diploma thesis. All elements are dimensioned to the ultimate load condition by ČSN EN 1992-1-1. Drawings of the foundations, shapes construction, reinforcement and visualization are processed in the drawing part.

The topic of the Diploma thesis is a design of the New train station in Brno. The plot is located on the boundary of three city districts – Komárov, Štýřice and Trnitá. This area includes the railway structure for the new train station and also its public spaces, which are very close to the river Svratka. The railway structure is designed as bridge construction, that rises all platforms and rail tracks to 7,65 metres above the ground level. So all of the railways do not become a barrier in the city. The main concept extends a longitudinal axis of the city boulevard through the train station, which creates a high-rise building in the southern part of the plot. This axis is written not only to the layout but also to the roof design. The train station includes two underground levels, ground floor and first floor. Underground levels consist of P+R parking, deliveries only area, technical facilities and subway terminal. The ground floor is the main traffic centre. There is an entrance hall, shopping area, bus terminal and public corridors. The first floor includes platforms for train departures and arrivals. There are also public spaces in the entrance hall. The basic structural system consists of two parts. The first part is a massive reinforced concrete structure of the railway bridge deck and all underground levels. This structure is based on reinforced concrete foundation pads with drilled piles. The second part is a steel frame structure of the roof. That includes steel columns and truss girders for the structure of the lower area. The higher part of the roof is designed as a steel-truss bridge with the characteristic profile. The new train station supposes to create a new gate to the city of Brno, that connects contemporary districts with the historical city center.

This Master´s thesis is focused on block of flats project documentation. The documentation is worked for building construction. Emphasis is placed on structural, space, fire safety, thermal and acoustic requirements. Masonry building is secluded and has four floors, without cellared, with a gabled roof. The building is designed with eight flats and one of these flats is designed for persons with reduced mobility.

The topic of the thesis is a project of roof of a multifunctional sport object with a ground-plan covering area 35x48m, and maximum height of 16m. This construction is projected for Brno and its surroundings. The project of roofing is evolved in two different variants. First one is formed by double-jointed arched latticed truss. Supporting components such as purlins, lateral and longitudal bracings, frontal column and anchorage are designed and assessed in static calculation. At the end of the thesis, comparison of both variants is elaborated. Design documentation, which consists of dispositional drawing, drawing of truss for manufacturing, drawing of indicative details and plan of anchorage, is a part of the thesis.

This Master´s thesis deals with the realization of roofing winter stadium in Krnov. Selected points of construction technology project are technical report, financial plan and schedule, project site facilities and design of the main construction machinery. Detail work solves rough superstructure. This part contains the technological prescription of specifications supporting the roof structure, transportation of oversized glued arched trusses, inspection and test plan, risks and precaution, a detailed schedule and itemized budget. The work also includes a draft contract for work.

Processed topic of final thesis is fire station type P in Brno - Líšeň. Object is composed from three parts, main building, garage for fire vehicles and garage for other vehicles. Main entrance and exits from the garages are situated on southeast. Garages are single-storey, main building has two floors. Object has a pitched roofs with metal roofing. Foundations are from concrete and reinforced concrete. Structural system is partly masonry and partly reinforced concrete frame.