The systemic relationship between the human entity and its environment, under the constraint of its function, were used as the perfect example to design and create the systemic relationship of an urban regenerative building with its economical, environmental and social context in the Inner City of Pretoria. / Dissertation (MArch (Prof))--University of Pretoria, 2005. / Architecture / unrestricted

The diploma thesis deals with elaboration of design documentation for the new building of the kindergarten. The building is divided into two parts. In the first part, two separate classes are designed, each with a capacity of 24 children, there are also teacher’s facilities, a logopedic counseling, and office. In the second part of the building there are classrooms for external activities. In the first part of the building, the kitchen is designed for the needs of the kindergarten. The building has two aboveground floors and a basement. Load-bearing walls are designed from SENDWIX, lime-cement bricks. Thermal insulation on walls above ground floor are a mineral wool and underground floor walls, as well as the plinth are insulated by extruded polystyrene XPS. The floors are made of pre-stressed concrete floor panels SPIROLL. The building has two types of roof: flat green roof and flat roof with stone aggregates. The drawing documentation necessary for the realization of the kindergarten is processed including five structural details. The drawing part was processed in the AutoCAD computer program. Part of the work is fire, acoustic, thermal-technical solution and daylighting.

Project of health center with facilities for civic amenities. It is a three-storey above ground object. On the ground floor there is a pharmacy, a veterinary station and a medical office. On the second floor there are six medical offices and a technical room. On the third floor there are 4 spaces for civic amenities. Vertical load-bearing structure consists of masonry of ceramic blocks and internal monolithic reinforced concrete skeleton. Horizontal load-bearing structure is made of reinforced concrete beams and prestressed reinforced concrete panels. The building is based on concrete foundation strips and reinforced concrete pads. The building is roofed with a warm flat green roof. Thermal insulation of the facade is made of mineral wool insulation and has a ventilated facade.

The diploma thesis deals with design documentation multifuncional object in Uherský Brod. The building consists of two parts. First part has five floors and saddle roof with an angle of 12°, second part has three floors and green roof. In the basement are car parking and storages. In the first floor is a pharmacy, restaurant, shop and hairdresser´s. In the second floor is located fitness center and four flats. In the third and fourth floors are nine flats. The structural system of building is reinforced concrete frame. The project was processed by a computer program ArchiCAD.

The subject of my thesis is the design the main building of the railway station, which is located in the city of Kuřim, at the level of documentation for construction. The new building is located in the cadastre unit Kuřim. This is a two floors with partial basement building irregular rectangular shape with parking for traveler. The structural system is consists of wooden BSH beam and placed on them wooden CLT panel for walls, floor and flat roofs. Design of the main building of the railway station respects established requirements.

The project involves the design and solution of a restaurant with dance floor and accommodation. This includes a new building on land plot 389/1, 389/3, 389/4, 1632/2, 1632/3, 1634/9, located in the town of Čáslav. Access to the building and layout inside the building is barrier-free. The restaurant is designed for a capacity of 120 people to sit. The total bed capacity of the pension is 14 beds. One double room is designed for barrier free use of the accommodation unit. The structural system of the object is masonry, with additional elements of the cast-in-place concrete frame. At the site of the largest span are designed reinforced concrete columns and dimensioned 0.3 x 0.3 m with a maximum centre to centre spacing of 5.31 x 5.775 m. Basement masonry is supposed to be from permanent shuttering. The masonry part of the building at the groundfloors is made from ceramic blocks of type POROTHERM with 300 mm thickness. Internal loadbearing masonry and not loadbearing masonry walls are built from ceramic blocks of POROTHERM with thickness 250, 150, 80 mm, or plasterboard partition with thickness 155 mm. The building is insulated with a contact insulation system. The (exterior) building envelope is designed with a ventilated air gap. The floor structure is supposed to be from reinforced concrete monolithic slab. The building is roofed with a flat roof with a single-layer flat roof with a classical layout. Above the restaurant will be an extensive green roof.

The subject of my master’s thesis deals with design of a new social care institution building. The building is located on land with spectacular view in Kratochvilka village. The building has four floors and basement. The building has forty beds for seniors and limited options of catering service. The building consists dining room, offices and nurse room on the first floor. Surgery, massage saloon and technical background is located in the basement. On the second, third and fourth floor are senior’s rooms. The walls will consist of bricks with an additional contact thermal insulation system ETICS, the ceiling will be reinforced concrete constructions and the house will have a walkable flat green roof. Design documentation was processed using the program AutoCAD 2014.

The subject of the thesis is the development of project documentation for the construction design of the mixed-use building in the city of Brno, a borough of Cerna Pole. The vertical load-bearing structures of the above ground floors are made of sand-lime blocks. The vertical load-bearing structures of the underground floor are made of cast-in-place concrete. The last floor has warm flat green roof. The main purpose of this building is for administration, trade and services, which make up to 60% of floor area. The rest of floor area is used for housing. On the north side is the underground parking garage. The residential part is oriented to the South, the offices are oriented to the North.

The subject of this thesis is a new mixed-use building in the Brno part of Zábrdovice. The building will have one basement and six above-ground floors. In the ground floor will be located store and service of the bicycles and on the first floor there will be smaller space for rent. On the first to five floor there will be eleven flats. The main entrance to the building is designed from the southwest side of Koliště street. In the plot there will be a parking lock system for eleven cars. The access road to the parcel is from the east side. The mixed-use building is designed from a wall structural system. The basement will be made of monolithic reinforced concrete walls, and above-ground floors will be made of clay blocks. The floor structure will be made of cast-in-place reinforced slab. The mixed-use building will be warm flat green roof with extensive greenery.

The aim of this diploma's thesis is to develop design documents for a building construction of a winery guesthouse in a cadastral territory of a village Milotice u Kyjova. The house is situated in the existing built-up area intended for winery cellars near of the village. Plots, where building is situated are sloping and object is embedded into the terrain. The proposition and the design of the building respect a commune plan of village Milotice. The project designs the new basement building of the winery guesthouse with 2 above ground floors, where are situated hotel rooms with a total capacity of 63 guests and accommodation facilities. In the basement is situated restaurant with facilities, social space, wellness with a whirlpool, massages, sauna and solarium. A structural system of the building is designed like a wall and brick structural system from concrete brickwork in the basement and the lime sand brickworks in the above ground floors. A roof is designed partly as a saddle roof with slope 22° and 24,3° and partly as a green roof with a roof terrace.