Topic of this Master's Thesis is a design and a statical evalution of a load bearing structure of an observation tower in Beskydy mountains. Ground plan of this structure is in a shape of a nonagon with a non-roofed interior space. Height of the observation tower is 38,5 m, the shape of a ground plan doesn't change with a radius of a circumscribed circle of 12 m. The structure is designed from glued laminated timber, solid wood and steel. Columns bear horizontal beams and their stiffness is ensured by horizontal and inclined reinforcing beams. Main load bearing columns, upper and lower beams are designed from glued laminated timber GL24h. Upper beams and beams of a gallery are designed from glued laminated timber GL36h. Horizontal stiffener is designed from solid wood C24. Central column, inclined beams, stairway, water slide cantilevers, rod and central rod are designed from steel of a strength class S235. Cantilever for gallery is designed from steel of a strength class S355. Connections are designed from steel elements. Statical evaluation, technical report and construction drawing are included

This Master's thesis takes a look at the construction of the new Roman baths and sauna world with adjacent premises, all connected to the premises in the section TG02, such as the water park, restaurant, administration and rehabilitation. The plot of land intended for the implementation is situated in an undeveloped area in the urban district of Zidenice on the outskirts of the city of Brno. The entire complex of buildings forms a wave landscape with a cube as the centrepiece symbolizing water in a quarry and the reaction to the neighbouring Růženin quarry. The buildings also react to significant visual axes, one of which is the view from the Hady quarry, another of the Hady access roads. Emphasis is also placed on the views from the Roman baths, simultaneously preserving the privacy of visitors. Entrance to the two-storey Roman baths and sauna world is possible from the communal changing rooms in the water park, but also separately. The Sauna world located on the first floor is lit by an atrium that connects it with the Roman baths on the second floor. There are eight dry saunas from different corners of the world, various cold-zones, three massage rooms and three relaxation rooms. A relaxing swimming pool and a fountain in the seating area of the saunabar are significant elements of the central space. Located inside the Roman baths are nine heating rooms all of different temperatures and moisture levels, a large cooling room, and a small swimming pool with an adjacent jacuzzi in the central area, both with beautiful views. From this section, you can walk out onto the adjacent terrain, where there is a large outdoor swimming pool and sauna. There is a polarium, a private spa, a small spa shop, massages and special baths each with their own entrance. On the third floor there is accommodation, a conference room and a fitness centre.

The design of the sports and recreation center in Vsetín solves the complete revitalization of the unused territory on the periphery of the town in the Ohrada district. The aim of the project is to revive the poorly accessible and neglected area and its use not only for a wide range of sports activities, but also for leisure activities and recreation. The whole area should be freely accessible and open to a wide range of public. Four main buildings are designed in the complex: a multi-purpose sports hall, a hotel, a tennis club and a snack bar with a bicycle service. There is a football field, a basketball court and a small football pitch on the open spaces between these objects, as well as two climbing walls, an outdoor gym and a parkour area with many obstacles. The rest of the areas are pavements and free grass areas intended for leisure and recreation of visitors.

The aim of this diploma thesis is to design a load-bearing structure of the botanical pavillion in Jihlava. The construction is designed as a variable structure of both steel and timber. Each solution has a different type of ribs. The layout is a hexadecagon with maximum dimension of 30 meters. The height of the building is considered to be 10 meters.

The subject of this diploma thesis is a proposal of the veterinary clinic in Pardubice. The object consists of 3 rectangles, where zverimex is connected to the veterinary clinic. Objects of the zverimex are veterinary clinic are designed as barrier-free. Object SO01 is partly solved as a two-storey, non-cellar. In the first part of the clinic there is a shop of zverimex with office and stock of rectangular shape. In the second part there is a reception for a veterinary clinic with a distinct entrance from where access is to of individual surgeries. In the inner part, there are offices of doctors, such as operating theaters, preparation rooms, CT, RTG, sono / endo / laparo, a laboratory connected with the infectious ward, a rehabilitation center and individual pet boxes. On the 2nd floor there are wardrobes and social facilities for the staff of the clinic with offices and day room, from where it is possible to enter the outdoor terrace. Hygienic facilities for visitors to the clinic are located in the entrance hall. For zverimex staff is designed at the back of the shop, the staff of the clinic is part of the closets in the 1st floor and 2nd floor. The construction system is a wall with a flat vegetation roof passing into the terraces on the terraces above the 1st NP, the roof above the entrance and over the 2nd NP, zverimex with the roof unobstructed. Ceiling structures are designed as pre-tensioned SPIROLL 320 mm ceiling panels. The exterior of the building of the clinic, which extends only to the 1st floor, is lined with red brick tiles and in the part of the building above which is the 2nd floor, the outside wall is lined with brick-gray cladding.

The dissertation is composed on theme OF THE SPORTS CENTRE KRUMLOV. In this three-storey building, there is the squash hall, table tennis, fitness hall, sauna for 6 persons and a café. In the garden that belongs to the building, there is projected a course for minigolf, playground for pétanque and tennis court. Constructional system is projected from lime-sand bricks, concrete beam ceilings and glued wooden beams. The roof is flat. External surface finish of the building is the ventilated facade.

Master thesis is focused to design the timber pedestrian bridge over the track. The load-bearing construction is composed from the truss girder and cross laminated tiber plates. Bridge is coveder. Layout dimensions of the bridge are 49.0 m x 4.8 m

This Master’s thesis is focused on the design and structural analysis of load-bearing structure of a multipurpose hall that is strained by the permanent load, working load and climatic load. The hall has the shape of an elliptical dome. Maximum margin of the structure is 60,0m and maximum height is 18,0m. Main carrier elements of the structure are radially arranged curved beams made of glued laminated timber, class SA(GL24).

This thesis covers brand new detached sports hall with facilities and restaurants in Walnut Klobouky. Sports hall has a floor partly sunk below the surface, contains grandstand for 340 spectators. The second part, ie background sports hall is in the basement, the ground floor is a restaurant kitchen. The building is designed in plan shape of two rectangles. The roof is gabled and desk. Cladding the halls are ventilated, part of the facilities and restaurants are contact-insulated. Staff restaurant facilities are located in the floor, engine room ventilation are 3, in the hall, first underground floor and first floor. The heat exchanger is designed, which is applied hot water. The finish consists of ceramic tiles in the lobby is used double wood board flooring. The supporting structure consists of prefabricated unit first underground floor SPIROLL.

This work contains structural design and static assessment of the viewing tower in Beskydy. Construction is shaped like fir cone and it is made from glued laminated profiles and steel square tubes. Joints are realized from steel structural elements. Ground plan is regular octagon with external diameter changeable from 7,3 m to 9,3 m. Tower has five viewing platforms. Total height of construction is 27,5 m. For designed structure is made detailed static assessment and drawing documentation.