The thesis dealt with the reconstruction of the existing farm buildings. After a complete reconstruction of the object it will serve as a guest house with training center. The equipment includes the restaurant with its own kitchen facilities and building will be completed by the wellness center, which will be located in the new part of development. Object of wellness center will probably be completely resolved in the construction phase B. The property is located in the village Býkovice, Býkovice (616524 ), house No. 30, No. 82, land parcel numbers: 120/1 , 120/2 , 121/1. That object will consist of three floors, one floor is partly underground, further aboveground floor which will be directly accessible from the northern part and attic. The total built-up area will be approximately 526 m. Ridge height is 5,250 m and 3,840 m. The building is based on the existing foundations and the new wellness center is based on the footings of plain concrete C16/20. The base concrete slabs will be made new in the entire building, reinforced with KARI networks 150x150x6. Peripheral bearing and interior bearing walls remain largely preserved (masonry, brick, stone and mixed). New structures will be designed in Porotherm and added with light rails Fermacell (SDK). The steel-concrete ceiling and ceiling in the new part will be made of Porotherm. The staircase is made of steel, staircase. The roof is gabled house (main building) and desk (east wing), above the training center is also gabled roof. All roofs are fitted with metal roofing.

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.

The master´s thesis "Apartment house" is in form of project documentation containing all appropriateness in accordance with valid regulations. The house is designed as a detached house and without a cellar. The house is rectangular dimension, with a flat vegetation roof. The house has four floors with loggias, balconies and terraces. The house has 10 housing units. On the first floor is the accessory apartments: bicycle room, technical room, cellar room and garage. In the house is projected a lift. The house is made of brick system with a contact insulated system. The part of thesis is a heat-technical opinion, calculations staircase and foundation construction.

The final thesis deals with strengthening of cast-in-place concrete ceiling in existing construction for couple of escalators. New prestressed beam, columns in new positions and strengthened girder with unbonded strands are building in this adjustments. Every member, including the existing construction, is verified for ultimate and serviceability limit state. Prestressed members are alternatively designed with bonded strands and these variants are comparison in terms of utilization and calculation.

This thesis solves the design of multifunctional building. The building is situated on the outskirts of Mikulov in the cadastral area Mikulov in Moravia. Plot number is the 5087th. Multifunctional house will be used for housing of 26 people and providing commercial services. There are considered groceries and hairdressing salon. The building is designed without a basement, four-storey, with a gabled roof. It is based on the footings of plain concrete. The structural system consists of wall formwork system from VELOX.

Abstract This diploma thesis deals with the design documentation of a block of flats. The block of flats is supposed to be situated in South Moravia, Znojmo district, in Olbramovice village, cadastral area no. 709930 – Olbramovice u Moravskeho Krumlova. The building is designed as a brick building with a contact thermal insulation system. Vertical constructions are designed from the Porotherm structural system. Horizontal constructions are designed as reinforced concrete structure. Foundation structures are designed from concrete. The object is roofed with a warm flat roof. The object has four floors. On the ground floor is technical hinterland and also one flat is designed to be barrier-free. The other floors are individual flats. There are ten flats in the building. Five flats have their own loggia and two flats have terrace. The building is newly built and it has a L-shaped plan.

Subject matterś thesis is elaborate a project documentation for structural permission for a multi-functional building. Object is situated on the outskirts of town Třebíč. The property is slightly sloped to the south side. The basisc are made from contrete strips. The grand plan of the house consists from rectangles. The house is made by a brick technology of a ceramic blocks. The building is roofed with mono-pitched roofs.

The aim of my master’s thesis is a project of a new apartment building at a level of the documentation for the structure realization. The thesis contains text, drawings and calculation part. The house is designed as a detached house. Residential house is situated in flat terrain. The building is full basement with four above-ground floor. The house has 16 housing units. The construction system is a combined brick. The structural system of the basement part is made up of permanent shuttering. The floors are of brick blocks HELUZ. In the middle of the building is constructed elevator. The ceiling structure is made of prefabricated prestressed panels Spiroll. The roof consists of single-layer flat roof. The thesis also includes thermal and technical expertise and the calculation of the foundation structure.

The proposed golf resort is situated near the village of Nevcehle in the sloping terrain. It is a brick building of concrete blocks with contact thermal insulation and with concrete floor structure. The building has two floors. House is based on plain concrete foundations. Roof is made up of metal plate-connected timber truss with metal roofing.

The project deals with structure design of a new – built house for elderly with accommodation capacity up to 28 persons. It is situated on the south side of the village Papradno in a flat lot with area of 6018,4 m2.The house for elderly was designed for disabled people, it has got two floors with irregular shape and the floor area of 920,83 m2 . On the first floor there is an accommodation part of building situated on the southwest side and there is an another part of building where are situated rooms like (kitchen for serving meals, dining room, boiler room, changing room for employee...) it is situated on the northeast side. On the second floor there is an accommodation part of building it is identical as in the first floor. And the another part of second floor it has got rooms like (offices, storages, chapel, club room...). A bearing system composed of uninforcement concret foundation, wall system of ceramic block Porotherm and the slab system composed of bearing panels Spiroll. The Spiroll panels is a bearing system for flat roof with clasic layer order.