The aim of this project is to design a kindergarten with nearly zero energy consumption in Veřovice. The building is purposefully divided into three parts, where one part consists of locker rooms, an office, a food service and facilities for employees. The second part consists of 2 separate playrooms with a capacity for 40 children and the third part consists of the building services of the building. The project consists of three parts. The first part deals with the design of a building solution. It is a single-storey non-basement building, where the vertical load-bearing structures are made of Porotherm ceramic blocks and the horizontal load-bearing structures are designed from hollow prestressed Spiroll panels. The roof of the building is designed as a flat, warm, extensive green roof. The second part deals with the design of individual technical equipment. A ground / water heat pump is designed as a source of heat and cold. The building also uses mechanical ventilation, with heat recovery and the possibility of cooling selected rooms in the summer months. The third part consists of a detailed design of the heating system and contains a calculation of heat losses and a design of floor heating.

Mixed-use building in Prostějov The aim of this master´s thesis is to elaborate the project documentation of a mixed-use building in Prostějov. The thesis consists of three parts: architectural-construction part, building services and elective part. The building has two above-ground floors. On the first floor there are storerooms, utility room, sanitary facilities and restaurant with kitchen and storerooms. The second floor is an office floor for one company which includes offices, dayroom, copyroom, meeting room and sanitary facilities. The building is founded on reinforced concrete foundation. The horizontal load-bearing and non-load-bearing structures are designed from ceramics blocks. The building is insulated by ETICS. The vertical load-bearing structures are designed from Spiroll slabs. The building has a green flat roof. There are parking spaces on the grounds. The building will be heated and cooled with a heat pump. It will also have an air condition. Part of electricity demand is covered by photovoltaics. In the third part of thesis, I replace frequently used materials with environmental ones in my project and compare them in terms of thermal engineering, acoustics and price. I used DEKSOFT, Hluk+, Autocad and Revit software. All structures comply with the valid standards and regulations.

The subject of the thesis is the development of project documentation for the construction of a nursing home in Zlín for clients who are unable to take care of themselves and need full day care. The nursing home is designed to stand alone in sloping terrain. The slope is used and the entrance to the first above-ground level is at the level of the modified terrain from Broučkova street and the entrance to the basement is also from the modified terrain. The building is designed with one underground floor and five upper floors. The circumferential and internal supporting masonry is designed from ceramic cut cinder blocks on the upper floors. Lost shuttering is used on the perimeter and vertical support structures, in the basement. Elevator shafts, ceiling structures and staircases are designed from monolithic reinforced concrete structures. The roof is an extensive green roof. The object is based on reinforced concrete strips. The object is insulated with the ETICS.

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.

The subject of the diploma thesis is a project documentation of a multifunctional building within the scope of the implementing documentation. The main goal of the thesis is the design of the layout, construction and material solution, completed by design of the fire safety solutions and assessment in terms of building physics. The multifunctional building has one underground floor and nine above-ground floors. In the basement there are technical facilities of the building and a parking area, in the 1st floor there are business premises, in one part of the 2nd floor there is a gym and the remaining areas are used for administrative purposes as well as the entire 3rd to 9th floor. The construction system is designed as a reinforced concrete monolithic skeleton, completed by a reinforced concrete core. Ceiling structures are monolithic reinforced concrete locally supported slabs. The building is founded on the concrete slab placed on drilled shafts. The main element of the outer wall is curtain walling, which is made from a mullion-transom system.

The subject of the diploma thesis is the processing of project documentation for the construction of wellness pension. This building is designed in a medium sloping terrain on the edge part of the Rajhrad city. The building has 3 floors and garage in the basement. Object is divided into 2 parts, the first part consists a restaurant and 2 floors for temporary accommodation in 14 rooms for 45 customers. The second part consists wellness for accommodated and also for other outside customers. The roof is designed single skin with vegetation area (extensive). The project includes a solution of paved areas and access to the underground garage, fencing, water connection, sewage connection, rainwater conection including a retention tank and overflow into the rainwater sewerage. The construction system of the building is based on reinforced concrete footings connected to foundation strips in the places of the cladding, follow up reinforced concrete columns. The ceiling structures, including hidden girders and stairs, are made of monolithic, reinforced concrete. Vertical load-bearing structures are designed from POROTHERM ceramic blocks. The vertical structures of the basement are designed from lost formwork. The building's ventilation system is divided into four parts, the first part is for wellness, the second part is for restaurant and pension, third part is for kitchen, last part is for fire protected escape route.

Theme of the diploma thesis is an elaboration of a building construction project for Pavilion F of the Elementary School in Šlapanice. This thesis deals with the engineering report for the construction technology project, the study of the implementation of the main technological stages of the building, solving broader transport relations with the design of the building supply, object time and financial plan, time schedule of the main construction object, project of the site facilities, design of the main construction machines and mechanisms for selected technological processes, technological regulation for the execution of monolithic constructions, control plan and test plan for the execution of monolithic constructions, the balance of workers and the deployment of main construction machinery and a health and safety plan for selected construction processes. In this diploma thesis, there are also construction calculation according to technological economic indicators, itemized budget of selected technological processes and formwork drawings.

The subject of this diploma thesis is civil technical project of a new building of the hotel Aztec in Ostrožská Nová Ves. The building was designed as a 6-storey building and will be used for accommodation and recreation. Thesis contains engineering report, a detailed time schedule for the main building object, project of construction site, technological notes and inspection and test plans for particular steps of construction, proposal of suitable machines and mechanisms required for construction and wider relationships of transport routes to construction site. It also includes protection of health and safety at work taking into account environmental protection.

The subject of this diploma thesis is structural design of a car showroom building in Olomouc. The layout dimensions are 16 x 37 m, the roof is designed as a 5° slope half span roof with cantilever hanging of 6 m. Roof layout dimensions are therefore 22 x 37 m. The object is designed as a two – storey building with two levels of second floor. Maximum height of the structure is about 9,0 m. The design is based on a study of two materiál variants – timber and steel structure. More suitable variant was chosen and following drawings, structural design report and technical report were processed. Main structural system is designed as a one rigid corner column – girder connection, 6 m axis dimensions. Main structural material is a glued laminated timber, completed with coniferous timber and steel elements. The roofing is supported by rafters which are connected to the main roof truss. Bearing element of floors is a Novatop Element structural systém. The spatial rigidity of structure is ensured by steel stiffeners. Structural analysis was carried out by finite element method in software Scia Engineer 21, where the design of the basic elements for ultimate limit state and serviceability limit state was made. Connection design was processed manuály and with software Idea Statica and Hilti Engineering Suite.

The subject of the diploma thesis is the design of a free-standing veterinary clinic building in Nová Paka, in the form of project documentation for the construction. The building of the veterinary clinic consists of 3 rectangles forming a Z-shape, where the entrance to the building of the veterinary clinic, its operational and administrative part is located in the eastern part. In the western rectangle there is a separate and operationally separate entrance to the apartment unit, which is located on the second floor. The entrance to the veterinary clinic building and the housing unit is barrier-free. The building will be located in a slightly sloping terrain (3.49%). The main facade of the building with the entrance to the building is oriented to the southwest. The separate entrance to the apartment unit is from the northeast side. The perimeter masonry consists of the Porotherm system with the ETICS contact thermal insulation system in a thickness of 300 mm and 200 mm ETICS masonry. The internal load-bearing masonry also consists of a Porotoherm masonry system in a thickness of 250 mm. Internal non-load-bearing masonry consisting of the Porotherm system in thicknesses of 115 and 140 mm. The ceiling structure consists of a reinforced concrete slab th. 200 mm. Above the veterinary clinic, the roof area forming the terrace of the housing unit is considered, divided into two parts 1) with a vegetation layer and 2) with a tread layer of concrete paving on the targets. The main waterproofing layer of the flat roof consists of strips of SBS modified asphalt. Above the 2nd floor, a sloping hip roof made of glued wooden trusses is considered, and a sheet metal roofing is considered as the roof covering of the truss roof. The windows are designed with insulating triple glazing. The attic on the flat roof is equipped with an aluminum railing with a vertical bar infill. The building is heated by a gas condensing boiler, the building is also designed forced ventilation