The diploma thesis called ,,Sports center with restaurant in Holesov” is written in form of implementing project documentation and contains all requirements according to current laws. Proposed object is located on a plot 461/1 in Partyzanska street, Holesov. The object is separate building situated into north part of the plot. The designed building has two floors, no basement and is covered with flat roof. Foundations of the building are design as foundations strips with concrete slabs under column. Vertical carrier system, non-carrier constructions and separating constructions of the building contain ceramic clay block Porotherm. The carrier system is supported by reinforced concrete. Ceiling construction is made of ceiling panels Spiroll. The flat roof contains heat-insulation wedges and roof drains and overflows insurance for drainage. Main walls are covered with contact insulation system and the visual part of facade is made of facade blocks Cembrit Solid mounted to wooden grate which are attached to metal anchors. The object is divided into two main parts with shared entrance. First part is located in the ground floor and is designated for restaurant, bowling centre and back office including kitchen and bar. The other part of the building is designated for sports use. The ground floor contains two squash courts with facilities and first floor is divided into parts prepared for a gym and group lessons like spinning. This separate part has its own changing rooms and toilets with showers. The designed object is barrier-free. There is also a parking with 65 lots for vehicles. Four of them are designated for disabled visitors.

The subject of my diploma thesis is the design documentation for the pension which is designed for the elderly and will be supplemented with a specialty from the air-conditioning branch. The building is situated in the western part of the town Bystřice nad Pernštejnem and it's located at 3058/3 about the total area of 8315,2m. The total footprint of the suggested building is 1161,2 m. The subject has got an irregularly-shaped floor plan. It is made of three subsequent triangels, it has got three above-ground floors with partial basement. The roof of the building is suggested as a warm flat roof with coating insulation. The structural system of a building is designed as longitudinal with shear walls. The exterior building masonry is suggested from sharpened clay blocks Heluz STI 40 with thickness 400 mm. The contact thermal insulation system ETICS with an insulant from EPS with thickness 100 mm is designed for all building. The building for the elderly is from its bigger part meant for citizens who are older than 65 years in the flats for one or two persons in 2FLR and 3FLR. The space for essential services to the residents is located on the 1st FLR. There are also a cafe and a surgery located in a smaller part of the 1st FLR, which are to be used both by the residents and the public.

The content of this thesis is elaboration of technical documentation for realization of a sports centre. The building is situated in Hodonín in flattened terrain. It is a building with two floors, non-cellar, flat vegetation roof and sloping roof of the wooden glued laminated trusses. The building is based on plain concrete strip foundations and concrete foundations footing. Both peripheral and internal walls are made of ceramic blocks Porotherm. In open spaces, reinforced concrete columns are designed. The ceiling structure is designed from pre-stressed Spiroll ceiling panels. The peripheral walls are insulated with the ETICS external thermal insulation system in the western part of the building. On the rest of the building there is a ventilated facade with a cladding made of wood and Cetris tiles. The building is functionally divided into two parts with a common entrance. On the north and south side there are sports grounds. The rest consists of a restaurant, a kitchen with facilities, a hygienic background for employees and visitors. The whole building is barrier-free.

Diploma thesis describes the design and processing of project documentation of the multifunctional building. The multifunctional building is located in the central part of the town Náměšť nad Oslavou. The building has 4 floors. It is partly cellared building with flat roof and walkable terraces. This building is consisted of 2 functional parts, the first part is designed for living and the second one is designed for contact with the customer. There are shops and offices. The first floor is wheelchair accessible. In the basement there is a technical background of the building and cellars for housing units. In this multifunctional building we can find 13 residential units and five offices. All of the floors are connected with staircase and lift. The Carpark and the private garden with playground are also part of this residential area. This building is based on concrete blocks. Load-bearing, peripheral walls and connecting walls are made of ceramic blocks. A monolitic ceiling construction is the combination of the iron and the concrete. Two types of insulation are used in peripheral walls. The first one is called ETICS, external thermal insulation composite system, made of polystyrene. The second type of insulation is facade cladding system where the main insulation layer is made of mineral wool. The insulation layer is replaced by XPS polystyrene where facade is in contact with the ground. Facade cladding panels are made of cement and wood fibers called Cembrit.

The master´s thesis elaborates the project documentation for the construction of the District Police of the Czech Republic in Brno. The new building is situated in the north of city part Bohunice. It´s a three- floor object with partial basement and flat roof. The bearing perimeter masonry, internal bearing masonry and internal non- load bearing masonry are made with technology from ceramic hollow blocks. Ceiling construction is designed from prestressed ceiling panels. The perimeter walls of the of the underground floor are made from blocks of lost formwork, which is insulated with extruded polystyrene. The walls on the above- ground floors are insulated by a combination of contact thermal insulation system and ventilated facades with fiber- cement facade cladding boards.

This diploma thesis deals with a project of an sports relaxation centre in Havlíčkův Brod Ledečská street on plots no. 561/1 and 664/17 that are slightly sloping. The building is non-basement with 2 above-ground floors. The exterior load-bearing walls are made of clay blocks complemented with thermal insulation system according to ETICS. The building foundations are designes as strip foundations from concrete. Horizontal load-bearing structures will be made of prestressed concrete floor slab Spiroll. The building is roofed with a warm flat roof. First ground floor consists of sport part, there are big and small gym, crossfit excercise hall, 3 excercises halls for group lessons and 2 squash courts. It is also possible to use workout playground which is approached from the gym. There is also a buffet near the entrance. Second ground floor serves for relaxation, there are salt cave, sauna world with 5 different saunas (Finnish and also steam) and Whirlpool. The sauna world has also a cooling pool. Visitors can also use the outdoor rest area with a cooling pond. There are also a massage room, pedicure/manicure, solarium and sports shop.

The objective of this thesis is to draw up the design documentation for the construction of a hotel. The hotel is situated on the edge of the golf resort Kaskáda near to Jinačovice. It’s a brick building with two above – ground floors and one underground. There is the staircase in the building that creates protected escape route. The perimeter wall is designed of ceramic bricks Porotherm T Profi. They are filled – in by mineral wool. The hotel is divided into three dilatational parts. There are 35 guest rooms in the hotel; two of them are barrier – free, in total 63 beds. In the ground floor there are entrance, reception, restaurant, bar, kitchen with the background. In the basement there are technical equipment, a fitness room, a wellness, changing rooms, washrooms and a bar. The roof of the hotel is flat. There is the terrace accessible from the apartments in the second floor above the restaurant.

Content of this thesis is proces and structural layout design of subject „SENIORS’ BOARDINGHOUSE“. It’s a wide subject, which south wing is designed as single-storey with cellarage, central subject is two-storeyd without cellarage. Wooden shelters are connected to north and south wing. Architecture has been chosen in order to make a subject evoking calm and positive impression for retirement aged persons living. Roof structure is double-pitched shape with two main skylights. Roof is red coloured and a facade is white. Interior space of subject is designed to satisfy a demands for comfortable living of single persons (one-room flats) as well as retirement aged couples (2+KK flats). Round the subject there are situated further tinier subjects there designed for utilization by seniors, but for those who are still active. Subject is brick, founded on continuous footing and spreading slab. Roof structure is constructed of wooden bearing rafter framework which is, in case of main object, designed with central binding rafter and collar roof in case of north and south wing. Subject is insulated with External Thermal Insulation Composite System, roof is covered by ceramic roof covering in combination with folded sheet metal covering. Main living quarters is situated in first and second above-ground storey of central subject, restaurant with background lie in south wing and wellness available for public as well is situated in north wing. In basement of south wing there is technical background of whole subject situated there as is garage, technical room, service room, bicycle room and storage. Next the kitchen staff background including storages for kitchen lie here.

The aim of this diploma thesis is a renovation of a two-story family house in Dolní Krupá. The original house is from 1935. It has several newer outbuildings such as garage or storage spaces. The walls are made of solid fired bricks. There is a timber joist floor structure. The main building has a gable roof with timber roof truss. The outbuildings have flat and mono-pitched roofs. The reason for the renovation is the inefficiency of the aging building combined with nearing end of life of some building elements. Also, the layout of the building with multiple outbuildings built during its service life does not comply with contemporary housing standards. Therefore, a large part of the building will be demolished and replaced with new structures. Only the load-bearing walls on the first floor of the main building and the part of the building adjacent to the garage will remain. The new layout will consist of two separate apartments (one on each floor). The load-bearing structures will include ceramic masonry and reinforced concrete floor. The roof truss will be made of wood. The original appearance of the object will be preserved. The house will be heated with an air-to-water heat pump installed next to the north facade of the house. Each floor of the house will be air conditioned by a separated air conditioning unit. As the third part of the work, I chose a life cycle assessment (LCA), using several different building materials for a this renovation.

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.