My thesis deals with a project documentation processing of a new building “ Low Floor Apartment Complex – Horoměřice”. All requirements strictly follow effective legal regulations. The complex is comprised of three objects arranged as the U-shape. The two-floor object A is a combination of masonry from reinforced concrete and a wooden structure. The object B is a single-storey wooden structure and the object C is a two-floor wooden structure. All these objects are covered by a two-coating counter roof. My thesis is a construction technical arrangement, which contains a fire safety report, a heat treatment, a layout plan, a proposal and a calculation of a strip foundation as well.

It is a new Centre of the Integrated Rescue System to p No. 375/2 in the cadastral Sand 720755th The project documentation is conducted only for the fire station. that consists of three dilated from buildings. Building for day stay is three-storey, two-storey garage with workshops and drying storey tower. Brick construction system based on the footings. Horizontal structure prestressed panels are at SPIROLL. The roof is flat, single-layer and desk hunter cased. Concrete floors are connected by a staircase in the building for day stay and welded steel in the drying tower.

The project is handled by complete documentation , brand new detached house with mountain restaurants at the level of documentation for construction . The building is designed in the village Olšany district. Šumperk on plot No. 261/1 , 261/5 , 261/9 and 261 of / 12. Built up area is 1465 square meters , of which the construction of the house itself has a 445.2 square meters . The basement and ground floor is used for restaurants, restaurant facilities and staff , reception and social facilities for guests . The second floor and the attic is designed to accommodate guests. The pension has a capacity of 20 people , of which there are six double rooms and two suites on the top floor , each for four people. The operation of the pension are a total of four employees. The restaurant , with a capacity of 102 people , the total number of employees 8 . The building is designed as two rectangles perpendicular to each other forming the letter T. The building is based on the footings of plain concrete foundation slab drag over the basics with reinforcing karisítí . Walling system from Heluz , partitions from the system Knauf, reinforced concrete ceilings . Outdoor perimeter walls is insulated with polystyrene foam . The roof is gabled and three graduated height of the ridge , where the highest elevation is the main part +11.370 m , roof pitch of 35 °. The building is connected to the local road and the available utilities. Proposal for hotel and restaurant is processed in accordance with applicable standards and regulations for the country.

This thesis describes the design of a kindergarten in Novy Jicin. It is a detached building on a large and gently sloping land. Visually, kindergarten divided into three parts and it is on two-storey part of themselves compartment attached with two-storey in the middle part. The building has a rugged design (form L-shaped). The building is brick sand-lime blocks with contact thermal insulation system, based upon the strips foundation, nobasement and covered with a warm flat roof. In the single-storey part there is the only MS (max. 25 children). In the middlesection of two-storey there is a main part of kindergarden on the first floor and kindergarten facilities located on the second floor there is a small department with special classes (max. 10 children). The layout of the building is consistent with the operation of kindergartens, fulfill the requirements for barrier-free use, safety, fire resistance and overall stability. The building includes parking for 15 cars. The work includes project documentation for the construction and specialization.

The diploma thesis focuses on project of new building of social house in Mutěnice in Hodonín district in South Moravian region. The project is in accordance with official assignment and with contemporary Czech standards and legislation. The building is placed in inner part of the town close to the town centre. It’s designed on an empty plot owned by town. Object should serve to the town citizens as cultural and social meeting point. The building plan is irregullarly-shaped with maximum dimensions 29,5 X 52,0 m and has two floors. Inside the social house there is a dance hall, restastaurant with kitchen and rooms for cultural and social activities of citizens of Mutěnice. Structural system can be divided into two parts. The part of the building with dance hall consists of feinforced concrete frames combined with infill masonry walls. The other part with restaurant and other rooms is made of masonry walls. The foundations of the building are made of concrete strip foundations and reinforced concrete square footings with grade beams. Bearing walls are made of sand-lime blocks KM Beta. Ceilings are made of prestressed concrete floor slabs Spiroll. Partition walls consist of plasterboard panels. The building is roofed by flat extensive green roof. All external walls are insulated with mineral wool. Doors and windows have wooden frames and triple glazing. As result there’s structurally, operationally and aesthetically functional complex, that will be benefit for the town and its citizens, especially for their cultural and social life.

The subject of this thesis is a design of a newly built guesthouse on a bicycle path in the village Spálené Poříčí. The building is designed in a gently sloping terrain towards the west. The main entrance faces the south. It is an object without a basement and with two above ground floors. The structure of the building is a transverse wall system made of ceramic fittings. Other walls are also made of ceramic fittings. The entire building is based upon the stripe foundations and footings. Pension is covered in the part of the accommodation and in the restaurant part with a gable roof. For the restaurant, a terrace is designed on the west side of the building. In this thesis, static and building equipments are solved. The building is also evaluated in the terms of lighting, thermal, acoustic requirements and the fire safety of building is also solved.

The aim of this diploma thesis is creating a construction documentation for a guest house with a wine cellar. The guest house is a three-storey building. A lounge, which is also meant to serve for ceremonious social gatherings, staff facilities and two accessible rooms are located on the ground floor. First floor consists of several two-bed rooms, one common kitchen and a smaller lounge for guests. Accommodation units for larger groups of guests can be found on the top floor. Vertical supports are made of Porotherm system, ceilings are made of filigree-like reinforced concrete slabs. Roofing of the building is designed as a saddle roof with clay tiles and load-bearing nailed timber trusses. The building is situated in moderate, almost flat terrain. The wine cellar building consists of an underground cellar and a ground floor with a lounge, sanitary facilities and a staircase hall. External walls of the upper part of the cellar are made of CSB framework, partitions are made of Porotherm system, ceiling is made of reinforced concrete slabs. Roofing of the building is designed as a green roof. External walls of other parts of the building are also made of CBS framework, ceiling is a vault-like one supported by prefabricated beams and covered with Miako ceiling panels. The structure is situated in moderate, almost flat terrain, its cellar is sunk under ground level and covered with soil.

This final thesis "Kindergarten Domino" was made as a project documentation for a building construction. The kindergarten is designed for 24 children. Kindergarden is designed as a detached building consists of two above-ground floors. Behind the building, there is a large garden, which is a part of the property. Building is situated on a sloping terrain in a walking distance from a residential area of Šlapanice. There are two operating units: technical part (managemant part) and activity unit. Kindergarten is planed as a masonry building, based on strip foundations.

The matter of this diploma thesis is a static storage tank for petroleum substances, the study of a solution for appropriate shape of shell and its effort to dihedral for roofing, and the study of effect of the storage of inner roofs walls of the tank to the size of the internal forces. The internal walls are carried out by the method of finite elements in the engineering program Scia Engineering 2013 and on the basis of it, designing of the framing sections of the tank. There is a calculation part of the lower horizontal bias wreaths of the shell and internal supporting wall. All the components are assessed on the 1st limit state of the load-bearing capacity and the 2nd limit state of the application (emergence cracks, limiting voltage in the concrete and a prestressing steel). The existing external wall is assessed only on the marginal status load of carrying capacity. The part of diploma thesis is also drawing documentation, accompanying report and technical report. The goal of the diploma thesis was to design the tank without an occurrence of the cracks in the concrete so as the vertical wall was prestressing only in the horizontal direction and the optimal proposal roof tanks as an addition.

This Master’s thesis deals with the design and elaboration of project documentation for the construction of a multifunctional building in Pardubice. The building is located on plots No. 2426/35 and 2426/36, in the cadastral area of Pardubice. It is located in an area close to the city center. There used to be barracks in this place. The outline of the house is "bitten" L-shaped. The building consists of civic amenities, where there are Alza showrooms, musical instrument showrooms, cafes, rehabilitation centers and massage centers. Another part are offices. All floors are barrier-free. The building has no basement. The main arterial communication of the house passes through the hall, which goes diagonally through the building. This corridor connects the individual establishments, technical facilities, stairs, elevator, and parking lot behind the building. Movement between individual floors is ensured by a monolithic staircase and an elevator. The building also includes a parking area for cars, access road and another garden with space for outdoor seating. The building is based on strip foundation and pad footing foundation made of plain concrete. The load-bearing structures are made of ceramic and brick blocks and columns. The building has a longitudinal compositional system. The ceilings are designed as reinforced concrete slabs. The exterior walls are plastered with thermo-insulating plaster. The walls in the roof entrance section are contact-insulated with mineral wool. In the place of the plinth, the insulation is made through extruded polystyrene. The roofing is designed as a single-skin flat roof with rainwater outlet/roof outlet. Next to the land there is a local road.