Content of the Diploma thesis is the design documentation a block of flats with trade gallery in Tábor. The design documentation and annexes of diploma thesis are elaborated according to present valid laws, goverment´s restrictions and standards. This object is located on plot no. 1457/33 and 1457/1 cadastre unit Tábor. The building is situated in area designated to housing development. Next to the land are there public infrastructure. The apartment building is divided into 20 flats including one accessible flat and café for 60 customers and max 5 employees. Flats are located from second floor except accessible flat, which is in grounfloor. In grounfloor is common storage area and utility room. Building has four (above-ground) floor. Object is dimensioned 31,7 x 25,2 m and high 13,6 m.The object is builded on finished grade. Load-bearing structural systém is from hollow bricks. Building has flat roof and whole object is thermal insulated.

The final thesis is focused on construction of the main technological stages of the administrative building of the Vídeňská in Brno. The final thesis contains the object engineering report, technological study, technological report, design of construction machinery and their transport. It also includes control and test plan, detailed schedule, item budget, and device object design. Finally is a plan of safety measures on the building.

The subject of this diploma thesis is the building construction project of Residence Dlouha in Olomouc. It is an apartment building with two to four floors and a basement with garages. The diploma thesis contains a time and finance schedule, a site equipment project and technological procedure of a cast-in-place reinforced concrete floor and a green roof including a quality control. Moreover, a set of machines, usage options of a tower crane or a mobile crane and usage options of a mobile pump or a concrete container have been processed for this building. During the building process it is cared about work safety and environment protection.

This diploma thesis solves creating of the layout study and creation of documentation for the realization of a new fire station. In the building, the location of the JPO I rescue units is considered. The territorial jurisdiction is usually considered to be within 20 minutes of dislocation. The category of the fire station will be considered as P1. The object consists of two structurally and functionally different parts. The first part is designed as a one-storey reinforced concrete skeleton roofed with pre-stressed ceiling panels. This section includes technical background and garages. The cladding of the skeletal part of the building is solved by a masonry block made of lime-sand blocks with external thermal insulation composite system. The second part is walled from lime-sand blocks with external thermal insulation composite system. There are spaces of administrative and operational character. This section has two above-ground floors. The ground plan is fractured, the maximum dimensions are 45.59 x 28.34 m. The building has no basement, roofed only with flat roofs. The object is situated in the peripheral locality of Příbor, the terrain is slightly sloping.

The subject of my diploma thesis is the design of a new building "retirement home", a home with a special regime, in the form of project documentation for the construction. The building is partly basement with four above-ground floors and covered by a single-layer flat roof. On the first floor there are common, operational spaces and spaces for commercial use. The other above-ground floors are identical and serve as an accommodation. There is mostly technical background in the basement. The construction system is a wall bi-directional of brick masonry elements, with the exception of basement masonry, which is made of reinforced concrete. The object is based on foundation pads and strips. Ceiling structures are monolithic reinforced concrete. The whole building is insulated by contact insulation and has a ventilated facade.

The diploma thesis deals with the structural assessment of the existing reinforced concrete frame structure of the production building. The structure under consideration is carried out as a reinforced concrete monolithic frame structure with a discrepancy of 6,15 x 6,15 m (axis). The object has a rectangular plan of 13 x 9 fields. The total dimension is 56 x 81m and is divided into three dilation units on all floors by two inserted 3,65 m wide fields. The building has three above-ground floors and one underground floor. The construction height of the basement is 3,675 m, above ground level 4,0 m. On the west side of the building (axis A) are three reinforced concrete elevator shafts with a dimension of approximately 4,5 x 3,8 m. The envelope and inner partitions are made of bricks full of burned. The work shall include a static assessment of the status quo, a determination of the load capacity and a proposal for appropriate adjustments to ensure static reliability.

Master´s thesis deals with the issue of internal microclimate of clean rooms. The experimental part focuses on aerosol and microbial microclimate. Different operating and intervention rooms were measured and then evaluated whether the cleanroom would comply with the standard cleanliness class even in normal operation after previous validations. The microbial examination of different clean spaces investigated the extent to which the exact passive fall method and its evaluation were time-dependent. From the data the correct desing of the air-conditioning system and its subsequent realization and regultion were verified. The theoretical part describes requirements for clean rooms according to SÚKL-LEK 17 and ČSN EN ISO 14644-1. In addition, a detailed methodology of the procedure of air-conditioning implementation is elaborated to the final validation and testing of clean rooms.

This master thesis focused on the design and elaboration of project documentation for the purpose of a storage area with an administrative building, consisting of the premises SO 01 - storage hall and SO 02 - administrative building. Objects are located on parcels no. 4006/16, 4006/17, 4006/18, 4006/19, 4006/23, 4006/24, 4006/26, 4006/27, 4006/28, 4006/29, 4006/30, 4006/31, 4006/32, in the cadastre unit Dolní Bojanovice. They are located on an investor's land. Traffic connection is provided by the exit from the car park on the local road. All engineering infrastructure engineering networks are located near the site. The design of the building respects the local zoning plan. Project documentation is prepared in accordance with the current wording of applicable laws, decrees and standards. The project solves the structure functionally divided into objects SO 01 and SO 02, which are both operationally and structurally connected. The construction of objects is statically independent. The object SO 01 is designed for the storage of building material intended for storage in dry rooms. In addition to the storage space there is the air-conditioning machine room. The SO 02 facility serves administrative and staffing facilities. In the basement of the building there are rooms of technical background and archives. The SO 01 is designed as a full-metal mounted object with a counter roof and foundation pads. The design system of the SO 01 object is columnar with steel columns. The SO 02 building is designed from a wall construction system made of aerated concrete blocks with reinforced concrete ceilings, base strips and a flat roof. The SO 01 has a 65.5x20.2 m ground plan. The perimeter shell of the building consists of assembled sandwich panels with a core of pure material. The largest ground plan dimensions of the so 02 are 26.75x10.35 m. The perimeter shell is made up of 375 mm piece concrete blocks with a 150 mm contact system.

The subject of my master´s thesis is a project of a new sports center in Havlíčkův Brod in Humpolecká street on plot no. 2709/3 and 2709/4. The land is sloping and its area is 14 849 square meters. The building has two overground floors and one underground floor. Vertical bearing constructions are designed from the monolitic ferroconcrete columns. Space between colmuns is made up of ceramic blocks. In the underground floor the space is made up of monolitic reinforced concrete. The vertical peripheral structures are provided with an insulation system with ventilated space. The horizontal bearing structures are designed as a monolitic reinforced concrete slabs. The roof is designed single – layer vegetation area. The roof over sports hall is sloping made up of wooden trusses. In south-eastern side of sports centre is designed restaurant with its technical background. In the underground floor there is relaxation part with swimming pool, saunas and massages. The rest of sports center is made up of technical and hygienic background for visitors and employees, and sports grounds, for example badminton courts, climbing wall, squash courts, fitness and 4 sports rooms.

This diploma thesis deals with the constructional and technological project of reconstruction of building Rooseveltova in Brno. The basis for this work was the design documentation for the realization of this project. The technical reports provides all the basic information about the construction to this project. Demolition works and implementation of cast-in-place reinforced concrete floor are detailed processing in the technological regulations. Control and test plans, time and financial plans, drawings of building equipment, draft of machinery and plans of health and safety and fire prevention are also component of this project. Another annex of this thesis is budget and selected assembly details.