The project deals with structure design of a new – built sports centre with the capacity up to 120 persons. It is situated in the sports grounds of Zákamenné in a flat terrain lot with area of 21 811 m2. The building wasn´t designed for disabled people, it is designed with partial basement, it has got two floors with irregular shape and the floor area of 752,44 m2. On the first floor the building is split into two sections - northern, which is the sports part and southern. which is the facilities part (café, entrance to flat,...). On the second floor there is a caretaker´s flat in the southern part, northern part serves mainly for administration purposes. The northern part also offers access to a non-public terrace. Basement is situated under southern part and serves technical facilities of the buildiung. The support structure system consists of concrete strips foundations, supporting wall system built with Ytong aerated concrete blocks, the ceiling system is made of reinforced concrete floor, which also supports construction of a warm flat roof.

This final thesis discuss about design, calculation and efficient choice of ceiling construction. The goal is to optimize the design of the building in order to minimize construction and operation costs, to meet the required purpose and to meet a certain quality standard. The effort to achieve this goal is based on the theory that a family house may not be designed in a single design system. In the practical part, three types of ceiling construction are designed for the selected RD. The result of the study is to determine the most appropriate option for a family house using value analysis and budget price.

This master thesis focused on the design and elaboration of project documentation for the purpose of a storage area with an administrative building, consisting of the premises SO 01 - storage hall and SO 02 - administrative building. Objects are located on parcels no. 4006/16, 4006/17, 4006/18, 4006/19, 4006/23, 4006/24, 4006/26, 4006/27, 4006/28, 4006/29, 4006/30, 4006/31, 4006/32, in the cadastre unit Dolní Bojanovice. They are located on an investor's land. Traffic connection is provided by the exit from the car park on the local road. All engineering infrastructure engineering networks are located near the site. The design of the building respects the local zoning plan. Project documentation is prepared in accordance with the current wording of applicable laws, decrees and standards. The project solves the structure functionally divided into objects SO 01 and SO 02, which are both operationally and structurally connected. The construction of objects is statically independent. The object SO 01 is designed for the storage of building material intended for storage in dry rooms. In addition to the storage space there is the air-conditioning machine room. The SO 02 facility serves administrative and staffing facilities. In the basement of the building there are rooms of technical background and archives. The SO 01 is designed as a full-metal mounted object with a counter roof and foundation pads. The design system of the SO 01 object is columnar with steel columns. The SO 02 building is designed from a wall construction system made of aerated concrete blocks with reinforced concrete ceilings, base strips and a flat roof. The SO 01 has a 65.5x20.2 m ground plan. The perimeter shell of the building consists of assembled sandwich panels with a core of pure material. The largest ground plan dimensions of the so 02 are 26.75x10.35 m. The perimeter shell is made up of 375 mm piece concrete blocks with a 150 mm contact system.

The subject of my master´s thesis is a project of a new sports center in Havlíčkův Brod in Humpolecká street on plot no. 2709/3 and 2709/4. The land is sloping and its area is 14 849 square meters. The building has two overground floors and one underground floor. Vertical bearing constructions are designed from the monolitic ferroconcrete columns. Space between colmuns is made up of ceramic blocks. In the underground floor the space is made up of monolitic reinforced concrete. The vertical peripheral structures are provided with an insulation system with ventilated space. The horizontal bearing structures are designed as a monolitic reinforced concrete slabs. The roof is designed single – layer vegetation area. The roof over sports hall is sloping made up of wooden trusses. In south-eastern side of sports centre is designed restaurant with its technical background. In the underground floor there is relaxation part with swimming pool, saunas and massages. The rest of sports center is made up of technical and hygienic background for visitors and employees, and sports grounds, for example badminton courts, climbing wall, squash courts, fitness and 4 sports rooms.

The diploma thesis deals with construction and technological solution of Hotel Sachrův kopec in Harrachov. Part of the thesis is technical report of main object, study of realization main technological phases, technological prescriptions and inspection and test plans for steel-concrete ceiling construction, copper roof cover and Spiroll panel ceiling construction. Thesis contain project of work side facilities, main construction machinery, shedule of health and safety, environmental protection, coordination situation of transport routes, time and financial plan for construction, drawing of formwork for steel-concrete ceiling construction and drawing of Spiroll panel ceiling.

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.

Master´s thesis process design documents for the new building a kindergarten in the village Jihlava. Project documentation is designed to meet the applicable standards. The building has two floors. Capacity kindergarten is a total of 40 children. On the 1st floor there are two departments kindergarten. In the 2nd floor is a space for leisure activities with parents. The building is of brick limestone, based on the footings of plain concrete and ceiling construction is a combination of reinforced concrete slabs and prestressed concrete ceiling panels. The roof structure is designed flat, single-layer with landscaping.

This diploma thesis ‘multi-functional‘ building is elaborated in form of a project documentation fulfilling all requirements in accordance with valid directives. The project refers to a detached multi-functional new-build placed on a moderate slope in Kralupy nad Vltavou. The building includes a basement and four floors overground. This multi-functional house will be used as an apartement building with a café, containing eleven housing units – apartments. One of units on the first floor is designed as handicapped-accessible. Café with facilities and a separate entrance for public will be located in basement. Overground, outer and interior bearing walls are meant to be made of Porotherm system. The underground wil be made of concrete blocks ‘Best’. Ceiling construction will be fabricated from prestressed ceiling concrete panels ‘Spiroll‘. Roofing is maded of two parts, both are pent roofs with angle of 7°. The roof is designed as a double wall, where for the outer shell is used a wooden construction coated with concrete roofing panels ‘Bramac’. The inner shell is composed of a suspended ceiling with insulation. Part of the project is a construction of paved areas aside the building and fencing.

The thesis is elaborated on the basis of project of the retirement home Brno – Tuřany. The thesis is focused on building technology solutions of construction of the retirement home Brno – Tuřany. The main part of the thesis deals with realization of rough construction DCI, especially with detailed description and draft solution for making the ceilings and elliptical reinforced concrete staircase (tube). Apart from the impressive architectonic draft solution of main staircase of the building, it will be interesting to deal with progress of the whole construction that is divided into three dilatational parts.