The diploma thesis focuses on a mixed-use building with a rectangle-shaped ground plan in Žilina city. The object is four-storey and with no basement. It is split into two sections. The first one provides a space for three operations in northeastern part of the first floor with an attached parking lot. These operations are not further described in this project and depending on investor´s requirements some changes may apply. The second part is an apartment housing section. The first floor contains utility rooms such as storage and buggy room. The housing sections are accessible with two entrances. The apartments are located from the second up to the fourth storey and are designed 1+KK, 2+KK,3+KK and 4+KK respectively. The apartments are assigned with parking spaces isolated from operations parking lot. Vertical bearing walls are made of clay blocks POROTHERM 30 AKU P+D, which are used also as internal bearing party. Internal bearing walls placed in apartments are made POROTHERM 25 AKU P+D and completed by POROTHERM 14 PROFI P+D. Walls will be placed on conrete and reinforced concrete strip foundation. Building has external thermal insulation made by EPS gray 200mm thick. Horizontal load-bearing structures are made by reinforced concrete. Object has flat roof with minimum slope 3%. Damp proof is made by PVC-P membrane. As thermal insulation is used mineral wool.

Subject of my master´s thesis is to make project documentation for a new building of kindergarten. The building is single – storey, without basement and its capacity is 60 children divided into 3 classes. As foundation system of the building are used foundation strips. Floor plan of the building is irregular. The building is designed from construction system KM BETA. Building is covered by a flat roof.

The subject of the diploma thesis is a home for the seniors in the village Nové Veselí. The building is designed on flat terrain. The main entrance is oriented to the north. It is a building with one basement and three floors. The building is designed of brickwork POROTHERM. Basement wall is made of reinforced concrete. The building is covered flat roof. House is designed for desabled persons.

One-layer mechanical fastening waterproofing systems are often used within the compositions of flat roofs. Although in case of plastic based systems it is a common solution, for asphalt felts it handles about a relatively new approach, since the application of asphalt has a long history in the building industry. There are some key factors which all of the one-layer mechanically fastening systems should meet, especially water-resistance and resistance against the suction of wind. The application of dynamic loads on the joints may damage the bonds, which may lead to leakage of water. In particular the most delicate locations are the anchoring points at places where the waterproofing sheets are not connected mutually and the wind is captured. The characteristics of mechanically fastening waterproofing membranes may be verified by a specific test which is able to simulate the winds suction force, nonetheless it is quite expensive. Throughout the solution of the presented work an equipment was designed to observe the behaviour of roof compositions on smaller segments while taking into account the fastening elements, thus bringing the results closer to reality. In the first phase the presented dissertation aims to look at the possibilities of comparison of mechanically fastening bitumen reinforced sheets in a way, that they would show the extent to which the joints depend on the parameters of bitumen sheet - like the quality of the bitumen mass, the type bearing linen, the thickness of the layer or just the width of strip overlap. In the next phase the research was focused on the extent at which the strength of the resulting mechanically fastened joints is affected by the placement of fastenings elements within the strip overlap, including the possibilities when the distances from the edges of the bitumen strip cannot be maintained or because of improper geometry of fastening elements. The measurements were performed on both variants of flat roofs, thermally insulated

The diploma thesis BIKEZONE.cz - bike shop with residential units is processed in the form of project dokumenmtace containing all the elements in accordance with applicable regulations. The proposed facility is on a plots number 947/193, 947/194, Vyškov. The building has three floors. There are vending establishment with administrative facilities and four deluxe units. The structural system is made of blocks Porotherm, reinforced concrete columns, prestressed concrete ceiling panels. The building is covered with a flat roof.

My thesis project is the newly built medical center. It is a detached building, which is situated on a slightly sloping terrain, which will be compensated. The building has a partial basement and two floors. In the basement there is technical support. On the first floor there is a reception, waiting room, nurses, clinic and pharmacy. On the second floor there are again waiting room, nurses, clinic and exercise room. The property is adjacent park. The building is brick ceramic blocks HELUZ is based on the footings. It has a ceiling of prestressed panels and flat roofs, one of which is designed as vegetation. The building is insulated contact system.

This diploma thesis solves design of the building for temporary accommodation - hotel in the city of Brno Lisen street Novolíšeňská on plot no. 5049/24. The land is gently sloping and its area is 41,546 square meters. The outer dimensions of the building are 49.0 m x 28.3 m. The hotel has four floors and a basement. The roof is designed single-layer flat. The building is of brick construction of two-way system of Porotherm blocks based on reinforced concrete footings. Ceilings consist of reinforced concrete monolithic slabs. The hotel is equipped with 27 rooms for 50 guests.

This is a detached multifunctional building in the construction of commercial and residential buildings. The building is located in České Budějovice. Multifunctional building has five floors, one underground floor and a partial basement. The building is covered single-surface vegetation and double skin roof rack. On the first floor is a multifunctional building with reception vestibule, hall of which are accessible to all businesses and also the staircase space. The first floor is also a cafe, spatially separated from the multifunctional building. The café includes restrooms and stairs to get to the hinterland own cafe, where there is room for staff, toilet and are relevant warehouses drinks and other amenities. On the second floor there is a fitness center with all facilities and sanitary facilities. The gym also includes a reception and a health food store. In the third to fifth floor are residential units. A total of 5 apartments, where 2 and 3 flats are always identical. The building is based on foundation strips of plain concrete and masonry made of POROTHERM building system with a contact system of the company ISOVER. The project has been prepared complete documentation of new multifunctional building at the level of documentation for construction. Design of the building emphasizes the static and layout, fire safety, energy savings and safety in use. Drawing documentation was realized in ArchiCAD.

Diploma thesis work solves design of the apartment house in city Nový Bor. It is a four-storey detached building without basement. The shape of house is rectangle with maximum dimensions 38,27x14,17 m. The apartment house is designed of clay block Porotherm 300 mm, is founded on foundation strips and the roof is flat in two levels. There is designed a 14 flats.

The subject of my diploma thesis is elaborating the project documentation for making a new building of a separately standing apartment house. The building is situated on the outskirts of town Bystřice nad Pernštejnem, on a slightly slanting land which goes up to the northeast. The building is without cellar, four-storeyed with a flat roof. On the first floor above ground level there are an indoor garages, cellar units, a staircase and an elevator. On the second, third and fourth floor above ground level there are separate housing units, a staircase and an elevator. There are other parking areas on the exterior of the building. The vertical constructions are designed within the system HELUZ, the horizontal constructions are made of ferroconcrete. The perimeter structures are designed with the contact insulation system. The building will be based on foundations.