The project is newly built wellness hotel in the cadastral Svatý Kopeček, the town of Olomouc, district Olomouc. The house is in a secluded street in Darwin. On the territory are restrictions concerning the parameters solved object. Notably the location, number of floors and the percentage of stopping. This is a three-storey, basement building with a flat roof. The building is based on the footings of plain concrete and reinforced concrete footings. Supporting, peripheral and partition walls are designed from ceramic blocks POROTHERM in the upper floors of concrete formwork and fittings in the basement. Ceiling structure is designed using locally supported reinforced concrete slabs. The entire building is divided into several sections. The 1s there is an underground garage and wellness. In 1.NP is a restaurant and facilities associated with the operation of the restaurant and hotel. In 2.NP and 3.NP are single rooms. Total capacity is 155 people and has 16 employees. To the building are three main entrances. Two of them are designed as public entrance to the restaurant and hotel. The third is the entrance for staff and supplies. Among other inputs that lead from the exterior of the building is the entrance to the restaurant terrace. Another entry is possible from the underground garage to wllnessu. The proposed facility is designed wheelchair. Before the building is designed parking for 27 cars and underground garage for 44 cars. Five of parking places are for disabled people.

Thesis on "Planetarium with coffee" is processed in the form of project documentation for construction. The proposed facility is designed as a two-storeyed without basement with the main ground plan dimensions of 52,8 x 27,47 m and is located near the village Lošov close to Olomouc. The building is operationally divided into a part intended for public entrance and a part for operation and maintenance. Loadbearing structural system is reinforced concrete monolithic skeleton based on monolithic reinforced concrete foundation footings. Ceiling structure consists of reinforced concrete, monolithic, locally supported, cross reinforced floor slab. Vertical external walls are made of ceramic blocks with contact thermal insulation system. Part of the front rounded facade is designed as glass fronted. The building is covered by a warm flat roof. Roof cladding consists of vegetation layers, walkable terrace or non-walkable structure of roof cladding. The planetarium itself is covered by a reinforced concrete dome with a thermal insulation layer of plates of foamed glass. Fillings of doors and windows are made of aluminum profiles with isolating triple glazing. The building meets the requirements for barrier-free use of buildings.

The subject of the diploma thesis is an architectural study of the center for sport and leisure time in Brno “Za Lužánkami”. In is supposed to supply the space with the possibility of other sports activities. The object of the design is to provide a wide range of sports, fitness activities, wellness and recreation, various leisure activities, or just visiting the shopping passage, which is the main artery of the whole center. It allows people to pass between the leisure center, indoor pool and shopping mall in Královo Pole. The building is designed as a prefabricated reinforced concrete frame structure complemented by a steel latticework in the space of a sports hall and a climbing wall. Curtain walling is designed as a ventilated concrete slab with a photocatalytic function.

The project deals with the modernization of the agricultural building which leads to a change of the using building. In an effort was to make use of the building which goes to into ruin and to create jobs in this location. The building is located on the plot no. 212 on the north of outskirts of Opatovice I.. In the area there is a cowshed and a silage trough. The former cowshed will be rebuilt into a woodworking facility constituted by manufacturing and administrative part. The silage trough will be used as a waste stock. A new outdoor wood store will be built in the northwest part of the plot. The administrative building will be added to the main building with a basement made from permanent formwork. The ground floor and the first floor are made of clay bricks and reinforced concrete cross-reinforced slab 150 mm thick. The internal partitions in the 1st floor are made of clay block prartitions 115 mm thick. The internal partitions in the 2nd floor are plasterboard 100 mm thick. Rebuilding involves a large number of demolition work for example new openings in existing walls. The whole woodworking facility will be insulated by a certified thermal insulation system 100 mm thick on the production part and 180 mm thick on the administrative part. The object is covered with saddle roof shaped letter "T" with a sheet metal cover. The original hard landscaping will be replaced by an asphalt road.

The topic of this thesis is a project documentation of a Retirement home located in Prague in Novodvorská street. The building is designed as a stand-alone building with five floors of a rectangular ground plan with a receding fifth storey. The retirement home is divided into a public section - a pharmacy and a part for clients - accommodation, leisure time including facilities - a restaurant with a kitchen, a laundry room. The construction system is designed as a reinforced concrete monolitic skeleton with rectanguplar columns and the filling structures are made of ceramic blocks. The building is based on reinforced concrete footings. A waterproof concrete is proposed for the lift shaft, and the foundation sills are designed for the perimeter masonry. Roofing of the 4th and 5th floor is a warm flat roof. In the 4th floor roofing section, the roof is made as a concrete tiles paving. The main entrance to the building is from southwest and the access to the building is from the northwest side where there is a parking lot for employees and clients.

Aim of the final thesis is to create loadbearing prefabricated structure of building, which serve like office building and area for car-showroom, and creating static assessment of main supporting parts. For those parts will make drawing documentation of reinforcement and shapes. Computational 3D model for evaluation of internal forces is realized in Dlubal RFEM 5.07 software. For better check and comparison were create 2D spatial bar models of selected frames.

This diploma thesis deals with the design of several variants of test rig for tests of axial ball joints of passenger cars. The individual design variants are evaluated based on the evaluation matrix and then the best option is selected. Selected proposal includes a complete design including 3D models and strength analyses that focus on the most stressed construction nodes. These design nodes are solved using the finite element method. Hydraulics and hydraulic elements are equipped by the existing equipment from a test lab. At the end of this thesis is solved risk analysis of the new construction and its economic evaluation.

The subject of this diploma thesis is technological preparation of realization guest – house Jánský potok II. in Jánské Lázně. The diploma thesis contains study of the main technological phases of the object, project of the site equipment, useful machines, time schedule, budget, technological prescription for reinforced concrete construction, project of the formwork for wall and floor slab, control plan, project of the acces road and parking. The basis for technological preparation in this diploma thesis is design documentation.

The Thesis deals with a proposal for a new mixed-used building in the city of Moravske Budejovice in the cadastral area of Moravske Budejovice. The building is a three-floored house without a cellar. The roof of the house is completely flattened. On the first floor, there are commercial rooms, hairdresser´s and a bookshop. Apartments are on the second and third floor. The construction will be built of clay blocks which are 300 mm wide. The insulation of the building is formed by thermal insulation composite system. The ceiling is created by reinforced concrete slabs 250 mm wide. Parts of the documentation are water-supply, electricity, pipeline and waste water pipe. The description of pavement and driveway is included. The Thesis is written as a project to build the construction.

Diploma thesis deals with design of selected parts of reinforced concrete construction of a multi-storey building with respect of fire resistance. The proposed elements are reinforced concrete locally suported ceiling slab, selected column and wall. These structures are located in the storage hall on the 1st underground floor. Different variants of structural design are consulted and compared in this work. The calculation of internal forces is performed in the calculation software Scia Engineer 19.1. The thesis includes a structural design as well as drawings. The construction is designed according to ČSN EN standarts.