The theme of master´s thesis is a new buiding nursery school. The building is set in sloping terrain. The building has two floors. The building is designed from Porotherm and ceiling construction of system Goldbeck. The roof structure are areas.

The main aim of this diploma´s thesis is an elaboration of the project documentation for the construction of object of mountain hotel, which is situated in the community Tatranská Lomnica which a part of the city High Tatras. The land is quiet gentle orientated on the northeast part. There is a beutiful view on the majestic peaks of High Tatras expecially Lomnický peak and on Liptovská basin from the south parth. The newly-built hotel is located in the turists and recreational location with pensions, and mountain hotels and also by it´s own architectural solution fits into the closest development area. This newly-built object is projected as a wooden construction made of massive wooden CLT panels. The building has four aboveground floors and one underground floor where are situated also parking places. There is a spacious parking lot in front of the object with the main entrance from the western part of the land. The facade and roof construction is projected as iventilated. The roof construction is projected as a pitched roof. The project documentation is procesed in the connection with the czech actual laws, notice and norms. The main work is deviced in to the text part and drawing part.

The objective of the bachelor thesis is the design of the hotel in Libínské Sedlo, close to the city of Prachatice. Building is designed as four story, partly embedded in sloping terrain. Load bearing structures are primarily longitudinal walls. On the ground floor is placed reception, restaurant, kitchen, sanitary facilities for emloyees and technical rooms. On the other stories are rooms for hotel guests.

The Master thesis resolves design of a retirement house in Šumperk. This is a three-storey house on plot No. 142/2 registered in the cadastral area Horní Temenice. The house is set to a slightly sloping terrain. Terrain features were taken into account when the architectural design was made. The building has a longitudinal shape with dimensions of 27 x 11.3 m. The building is built by using the Porotherm system. Retirement house has 15 apartments. Four double-bedded apartments and eleven single-bedded apartments. The purpose of the building is to extend capacity of a nursing home.

This Master's thesis deals with design of accommodation facility. The building si situated in the town of Boskovice, close to sports complex Červená zahrada. The buiding was built on slope. It contains three above floor, one basement floor which is accsesible from the ground. On the basement floor, there is sports complex. On the first floor, there is restaurant. The second and the third floor is intended for accommodation. The building has capacity of 50 beds. These are divided into one to four-bed rooms. The bricked construction system is made of sand-lime blocks. The ceilings are from prestressed concrete floor slab. The buiding has green roof. The work includes project documentation for the construction.

The diploma thesis solves the new building of the medical facility. The building will serve as a home for people with Alzheimer's disease and other types of dementia. The facility will be equipped and equipped to provide modern nursing care that focuses on Alzheimer's clients in all stages of the disease and other types of dementia. If necessary, a nursing doctor with a nurse will be present in the facility. The nursing doctor has a separate medical office in 1st floor. In addition, a phototherapeutic beach in the 1st floor, which has a favorable influence on human psyche and helps in the treatment of Alzheimer's disease, will also serve to the clients. Furthermore, it will be possible for the clients of this facility to use the accompanying services of commuter hairdressers and pedicurists / manicurists who will use the multipurpose room (canteen) in their 2nd floor for their work. The kitchen has been designed to prepare and dispatch imported food.

The aim of the Diploma thesis is the project documentation for the execution of the administrative building. This is an administrative building located on the outskirts of Letohrad. The building consists of one section that has three above-ground floors and one section that has only one above-ground floor. The building is used for administration, trade and storage. For administrative work is designed the three-storey part of the building and single-storey part of the building is designated for trade and storage. The main entrances to the building are located on its west side and the next entrances to the building is located on its southern side and northern side. The building is based on foundation strips and pads of plain concrete. The building is designed from a masonry structural system made of concrete blocks made of lightweight concrete and the third floor is partly designed as a timber structure made of wooden KVH squared timber. The ceiling structures are designed from prestressed ceiling panels. Roof structure above the main part of the building is designed two-stage pitched roof octagon shape and the roof above the single-storey part of the building is designed as warm flat extensive green roof.

The topic of this diploma thesis is design of new Mountain hotel in the cadastral area of city Michlova Huť, part of city Vimperk. The hotel is designed as a monolithic reinforced concrete wall structures based strip foundations. The ground plan is designed as a rectangular object, to which is attached a smaller rectangle providing the main entrance to the building. Load-bearing structure of pitched roof is designed by a reinforced concrete structure. The roof is solved as a double-layer with air gap for ventilation. The total capacity of hotel are approximately 70 guest and 15 workers.

Although the construction of flexible culverts involves simplicity in comparison to similar concrete structures, the complexity of the beneficial interaction between soil and steel materials requires good understanding for their composite action and performance. Current design methods have certain validity limitations with regard to applicable slopes above the structures. Given the short construction time of flexible culverts, there is an urge to explore the feasibility and the constructability of such as cost-effective structures in sloping terrain, where they may function as an avalanche protection structure for a given road, a culvert under a ski slope, or even as a protection canopy for tunnel entrances. This report compiles the efforts carried out toward gaining knowledge about the different factors that may affect the behaviour of flexible culverts in sloping environment. The report includes an extended summary of the investigation, which is mainly presented in two appended papers. The study involved numerical simulation of three case studies to investigate their performances with regard to soil loading and avalanche loads as well. The height of cover, surface slope intensity, slope stability, soil support conditions, and avalanche proximity, were studied and discussed. The study results allowed realizing the susceptibility of flexible culverts to low heights of soil cover when built in sloping terrain, which is reflected in the deformation response and the incremental change in sectional forces, especially the bending moments. It is also found that increasing the depth of soil cover may feasibly improve the structural performance under asymmetrical soil loading and avalanche loads, where it subsequently help in reducing the bending moments in the wall conduit. The presence of a flexible culvert may affect adversely the soil stability in sloping terrain and thus need to be addressed in design. Furthermore, the flexural response of a flexible culvert is directly influenced by the soil support configuration at the downhill side of the structure. In addition, the report also attempts to highlight some general guidelines about the design aspects of flexible culverts in sloping terrain, and seeks to reflect some of the findings on the design methodology for flexible culverts used in Sweden. / <p>QC 20151130</p>

This master´s thesis proposes a design for a new hotel in the Giant. This master´s thesis is elaborated in the form of project documentation for construction. The building is located in the village Spindleruv Mlyn in sloping terrain. The object is designed from a two-way wall system, the porotherm, and the ceilings are designed as stacked also from the porotherm system. The building is a rectangular ground plan with a saddle roof and a dormer. Roof cover is designed from Tondach-baked bags and design is made of wooden elements. The perimeter walls of the underground floor will be made of concrete blocks of BS Klatovy. The internal staircase will be reinforced concrete. The elevator shaft across all floors will be fitted with an evacuation lift. The building will be insulated with a certified ETICS thermal insulation system.