This thesis deals with newly built detached house of a mountain boarding house with a restaurants. The building is designed in the town of Loučná above Desna River in the Šumperk district, on plot No. 134 /21, 134/22 , 134/23 on the cadastral territory Kociánov . The built-up area of the site is 383 m2 . The mountain guest house has two floors, partial basement, and an attic. In the first ground floor, there is an entrance with a reception area, a restaurant with an entrance to the summer garden, guest toilet, kitchen, food and beverage storage rooms, changing rooms, and toilets combined with showers for employees. In the second floor, the guest rooms with private bathrooms, bed linen storage room, and the manager’s office are designed. In the basement, there is a utility room , workshop, ski and shoe depot rooms , a utility room , a storage for non- perishable food, and a garage. The building is based on the foundation walls of concrete C20/25, perimeter load-bearing walls in the basement are of BTB fittings, and other vertical supporting as well as the non-bearing structures are from Porotherm construction system. Ceilings are made of pre-bound concrete panels Goldback . The staircase is made of prefabricated stair parts. The roof is gabled with a construction of hambalek system at an inclination of 40 ° with a metal covering Lindab.

I deal with new building of multi-functional building. The building will be located in the town Brno-Horni Herspice, Sokolova street, parcel number 707/1, Brno district. Multi-functional building has four floors. Maximum dimensions the outline of the building are 20.56X21.06m. Height of the parapet wall is 12.815m above 0. The building is build on foundation strips of plain concrete 20/25. Concrete slab is reinforce with kari net 150x150x6. The building is designed from the masonry system Sendwix. The precast staircase is made of reinforced concrete. Ceilings are designed of the floor slabs Spiroll. Roof above cafe and flats is flat with coating covering.

Thesis multifunctional building in Chrudim is processed in the form of project documentation which comprises all the requisites required by current regulations. Designed multifunctional building is placed on the site number 3466 and 2110 in Chrudim. The building has four floors. Constructional system is from clay brick HELUZ, prestressed concrete ceiling panels, flat roof.

This thesis describes the design of multifunctional building in Chrudim. It is a three-storey building. The layout of the first floor is for public purposes. The second and third floors serve as the residential part. The building is covered with a flat roof.

This thesis describes the design of the nursery school in Kostelec nad Orlicí. This is a two-storey building. The building has an atypical shape and is covered flat roof.

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.

The thesis aims to project documentation stage for the execution of the project. It is an object of school for first and second grade. Documentation is prepared on the basis provided architectural studies. The building is situated on the flat, gently sloping land. The work consists of drawing and text documentation, evaluation of thermal, structural and acoustic and lighting requirements for construction, fire safety design of the building. The work includes specialized project on HVAC - heating namely, draft power and boiler room layout and design of concrete structures specialized namely design and dimensioning of cross continuous reinforced slab.

Dissertation focuses on the verification of construction family houses made of concrete shell block with internal thermal insulation system. The construction technology is transferred to the Czech Republic from France. The work focuses on building envelope. The suitability of implementation is assessed on the basis of verification selected thermal technical requirements placed on building envelope. Requirements are specified by legislation in force in the ČR. The verification was performed by using software simulations and measurements on realized buildings. Critical areas of construction technology were identified on the basis software simulations and measurements on site. It was suggested solution, in which critical areas comply the thermal technical requirements. The building envelope was checked also using the thermography imaging on site. Continuous measurement of interior temperature was used to evaluate thermal comfort in the room. In the completed buildings was tested airtightness of the building envelope, which revealed other critical areas of the building envelope. Critical areas are necessary to solve with sufficient care. The economic cost of implementing each variants of exterior walls made of concrete shell block with internal thermal insulation were compared with the economic costs of implementing external walls made of burnt clay hollow blocks and made of burnt clay hollow blocks with external thermal insulation system ETICS. Subsequently, the economic return was calculated for individual variants of external walls made of concrete shell blocks with internal thermal insulation. From the environmental viewpoint was made comparison of production greenhouse gas CO2 and SO2 (cause acid rains) during the life cycle of the individual variations of exterior walls made of concrete shell blocks with system of internal thermal insulation, exterior walls made of burnt clay hollow blocks and burnt clay hollow blocks with external thermal insulation syst

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.

The subject of the diploma thesis is to elaborate the design documentation of an apartment house with restaurant. The building is designed in the village of Lipůvka, South-Moravian region, on plot No.: 544/1 and 545/1 – cadastral region Lipůvka. The bulit-up area is 443,3 m2. There are four floors. There is restaurant, one housing unit (for persons with reduced mobility) and utility room in first above-ground floor. Second, third and fourth above-ground floor is for housing. Each of these three floors has three apartments – two apartments 3+k, one apartment 3+1. Entrance to every apartment is from main staircase. The building is based on the foundation walls of concrete C20/25, all vertical walls are from Porotherm System. Celings are composed of ceramic-conrete beams POT, ceramic insertion Miako and concrete. The staircase is monolithic reinforced concrete. The building is without basement, roofed by a warm flat roof.