The beautiful landscape arises winery that blends in with the surrounding landscape. The building is situated on the west side of Strachotín, Zadní láty, the place for me very attractive. The edge of the field are receding and there is the corner into which I placed the winery. There are two routes to the winery, one paved road through vines for the production and cars of visitors from the north and one from the cycle path along the waterfront reservoir Věstonická rises the footbridge to the winery. The building using the terrain configuration and working with it. For example, there is the possibility easiest way down the hill to the waterfront and cycle path.

The subject of this thesis is sports centre, which servers for sport and relax. The building is in town Okříšky, location U Stadionu, region Třebíč. It is three-floor building in basement there is technology for pools, on the 1´st floor, there is entrance, cloakroom, sanitary facilities, technical facilities and facilities for staff, on the 2nd there is snack bar and fitness. Irregularly-snaped Floor plan. The object (part of cloakroom and fitness) is designed from load cast-in-place concrete frame with clay masonry thickness 300 mm, floor structure-reinforced concrete joist floor, insidle load walls thickness 300 mm, thermal insulation of externall wall by system ETICS – thickness 200 mm, foundation construction – pads with grillages, load wall in the 1st floor is from reinforced concrete thickness 300 mm, roofing with warm flat roof and one mono-pitched roof from glued laminated girder. Part of swimming hall is made of load reinflorced concrete columns, supported by foundation pads, column braced by beams, clay masonry thickness 300 mm, load external wall of reinforced concrete thickness 500 mm, thermal insulation ETICS 200 mm, roofing of the hall with glued laminated girder – roof type compact.

The subject of this diploma thesis is to elaborate documentation for construction - new building of climbing center. The building is located in northern Bohemia, in the village of Litomerice. The design emphasized the highest possible quality for climbing and facilities for athletes also. For this reason, the center has two climbing walls focused on different climbing disciplines. There is also a café-bar. Secondary the space can also be used for education and training in the field of work at heights, safety in the mountains, etc. The building has 3 above-ground floors and a basement.

The point of my diploma thesis was design elements of reinforced concrete frame structures mounted single – storey mall.I choose the most exposed to the specified longitudinal frame structure, where I assumed the most highly stressed elements, which I subsequently designed. All documents and calculations are illustrated in part B2 of my diploma thesis.

This master thesis deals with the proposal of a nursing building. The building is a three-storey and without a cellar. House is designed for accommodation with permanent care for seniors. The building is designed to accommodate up to 46 people. The whole of object is barrier – free. The component is kitchen with dinin room and laundry room for easily using. The main entrance is situated to the northeast. and the building is also accessible from the northwest and the southeast. There are paved guest parking areas around the buildings. The building have a flat roof. The buildings are as designed ferroconcrete skeleton with filling perimeter wall HELUZ. The work contains drawings and technical descriptions and it is composed as implementing project.

The subject of this thesis is a new building primary school. The elementary school is designed for 390 children aged from six to fifteen years. The object is put in the flat terrain of the selected ground in the city called Moravany u Brna. It consists of six interconnected and functionally divided parts. This thesis resolves two selected parts of the elementary school complex. It is a part of physical education and background of upper elementary school. The building has two floors and the main entrances are oriented to the north and east. The building is designed from the system KM BETA. Ceiling structure is made of reinforced concrete.

Master's thesis deal with the design and static analysis of supporting structures of main underground reinforced concrete tank located in Combined cast-in-place structure of WTP in Kořenec. The tank has dimensions of 9.5 x 9.5 m and the is divided into four sub-tanks by internal walls. Supporting structures, foundation slab, external and internal walls and ceiling slab, were verified for limit state design requirements for concrete members. Verification of serviceability limit state and crack control of width was made.

The thesis summarizes methods used to finding material characteristics of reinforced concrete structures, treatment plan of diagnostic survey on the basis of visual inspection of the bridge, documentation of diagnosticated defects and condition assessment of the bridge.

This diploma thesis deals with a new building indoor swimming pool in town Lanškroun about one ground floor and one above-ground floors. This thesis is focused project documentation , technical reports, reports of fire safety and fulfillment Demands of building physics . The building is designed with three swimming pools, the first pool is a long 25m, children's pool and a relaxation pool. In addition to the pool hall are also designed two steam saunas . All the supporting structures are made of reinforced concrete. Outer walls of contact thermal insulation polystyrene foam . Roof is designed like 3 waves of water like compact roof. Heat insulation in the roof is designed from foam glass. The supporting structure of the roof in the pool hall is made of wood , glued truss. The pool hall is designed glass facade.

Master thesis describes design of reinforced concrete structure for family villa. Building is situated to the slope. Only chosen parts of concrete structure was designed and checked for ultimate limit state. Building consist of basemen and two floors. Part of second floor is cantilevered. Cantilevered part was designed according to vertical deflection. Building foundation consist of waterproof slabs. Walls in contact with soil are considered as waterproof, as well.