The subject of the thesis is the construction and technological preparation of construction of commercial and residential building in Kuřim. The work includes a study of the implementation of all works, site, time and financial plan, design the main building mechanisms, time standard, schedule, technical regulations of selected stages, inspection and test plan, a contract for work, thermal technical assessment of circuit design and label envelopes building.

The aim of this thesis is to propose and evaluate static three-storey reinforced concrete structure. For static analysis supporting structure was used computer program based on FEM SCIA - Engineer 2013 - student version. In computing program have been two independent computational models and in 2D and 3D space. The results were compared and evaluated with each other. On the basis of the report is drafted drawings consisting of reinforcement drawing and drawing shape.

This final thesis concerns the new building of mixed-use building in Zlin. It has two floors partly below ground level and two floors above ground. There are garages, cellar boxes and nonresidential spaces. There are offices and their hinterland and one flat in the 2nd floor. There are residental units in the 3rd and 4th floor. The building is designed in irregular shape. The roof is flat. There is the contact thermal insulation. There are designed gas boilers for heating. The supporting structure of the ceiling is monolithic concrete slab.

This final thesis concerns the new building of mixed-use building in Hořice. It has one floor partly below ground level and three floors above ground. There are garages for residential area, warehouse and boiler room in 1PP. There are offices and their base in the 1st and 2nd floor. There are 4 residental units in the 3rd floor. The building is designed in a shape of a rectangle. The roof is flat. There is the contact thermal insulation. There is designed gas boiler for heating. The supporting structure of the ceiling is monolithic concrete slab.

The thesis deals with a new hotel construction in Brno. The paper aims to elaborate a project documentation for the construction of the building. It is a detached building in a slightly sloping terrain. The building has three floors and one underground floor. On the underground floor there are jointly-shared garages and technical background of the hotel. On the first floor there is a reception, a restaurant, a café and an open-air terrace. The second and the third floor is designed to accommodate guests in double rooms and suites. There is also a manager´s office and a conference room. The bearing construction consists of a ferroconcrete skeleton with a bricked outside envelope of aerated concrete blocks Ytong. The skeletal construction is built on a monolithic foundation footings. The building is covered in a flat single-coat roof which is partly designed as a vegetation roof. The facade of the building is glazed in the northern part of the 1st floor and some parts of the facade are coloured green, the others are of various colours. The building is insulated with a contact insulation system.

The aim of thesis is construction-technology project of sheltered housing in Rajhrad. Parts of the thesis are technical report of site facilities, technological prescription for monolithic ceiling construction, inspection and test plan for monolithic ceiling construction, proposal of mechanical assemblies and transport relations, occupational safety and health, environmental plan, compared of monolithic and prefabricated staircases, the draft contract for work and binding rules for use of the building, financing construction cost, schedule.

This diploma thesis is dealing with the preparation and construction of the apartment building in Znojmo. Thesis includes the technical report, the plan of the building site with some extra descriptions, time and financial plan of the building site, realization sketch of the major technological periods, equipment of the building site, project of the construction machines, timetable, plan of the assurance of the material, technological regulation, controlling and probationary plan of the quality, time and financial collation.

The diploma thesis is aimed for design and assessment main load bearing elements of a apart-ment building on the ultimate and serviceability limit state. Assessed parts of construction are reinforced concrete slab over the second floor, column and shear wall in the first floor, stairway slab and foundation pad. The elements are assessed in a structural design report according valid standard. There is created drawings. Internal forces are calculated using software Scia Engineer, where is modeled and loaded the construction.

The aim of this thesis is to design a load-bearing structure for the ultimate and serviceability limit state of a civil building. The structure is designed as a cast-in-place concrete structure, composed of columns and floor slabs. The building has total of 5 floors, two are under-ground and three above-ground. The thesis contents of a structural design and design options, structural design report for load-bearing elements, processing of the drawings, details, visualizations. Internal forces calculation is carried out in SCIA Engineer and validated by the moment accumulation method for slabs. The columns are assessed by interaction diagrams, one is verified by hand calculation. The resulting internal forces are taken from the computational programme. Foundations are not subject for solution.

The aim of my thesis was to perform construction and technological preparation of the construction of commercial house in Brno in the street Křídlovická. The introduction contains the expected design and construction process of the proposed building as a whole. It is also prepared a preliminary draft of the financial cost of the entire project designed according THU and object schedule. Furthermore, the implementation of the project construction site for a major part of the commercial house. Gradually work focuses mainly on the implementation of the technological stage of construction site with detailed processing procedure for the implementation of monolithic concrete structures of the building.