Diploma thesis solve design of the Apartment house in city Vsetín. It is a four-storey detached building without basement. The shape of house is rectangle with maximum dimensions 30,72 x 17,42 m. The apartment house is designed of clay block Porotherm 30 AKU SYM, is founded on the foundation strips and the roof is saddleback with a slope 20°. There is designed a 18 flats.

Visually simple collection of interior equipment, consisting of the design table, light and chair made from wood. Specifically from oak. Designed with the modern aesthetic and technological principles.Collection is designed for a particular company and this design respects their technological facilities and requirements.

The aim of my diploma thesis is the solution of nursing house in Hovězí. Three floored building is without cellar in the shape of rectangle and its size is 36,045 x 16,295m. Structural system is made from bricks specifically acoustic bricks Porotherm AKU Z. The saddle roof is from wooden trusses, roofing material is made from metal sheet with rake angle 12°. Basis of the building is ferroconcrete and concrete.

In this time are for design of wooden elements available simplified procedures for fire modeling which defines ČSN EN 1991-1-2. But it is not experimentally tested the impact of adhesive on the final value of fire resistance of laminated panels. This diploma thesis solves basic normative practices that could explain the durability of glue bond against increased temperatures. in the practical part will be undertaken to experimentally assess the impact of various kinds of adhesive-based (epoxy, formaldehyde, PUR and EPI) on the glued bond durability against increased temperature. Glued joints that will be subjected to gradual temperature exposure in order to assemble the dependence of the temperature influence on the final strength of the joint according to the type of adhesive.

The aim of diploma’s thesis is a design od school house, exactly language school and english kindergarten. It’s a new building, designed on a flat plot no.873/21 in cadastre unit Horni Herspice, in a Brno’suburb. The language school is intended to accommodate 41 students. Kindergarten is for education preschool children. Kindergarten is designed for total capacity of 40 children. The building was designed in a rectangular shape without cellar. It is a two-storey masonry system. Both parts of the building were designed so that students and children do not meet. A schoolmaster office is located on the second floor. The building was designed from sand-lime bricks KM Beta. The thermal insulation is made from external thermal insulation composite systems ETICS, floor structure is from ceramic-concrete precast floor slabs. The major part of the flat roof structure is double-layered while the rest is a green single-layer construction.

The theme of the master’s thesis is to design wooden roof structure three-aisled building in Brno. The proposal is developed up according to standards ČSN EN. The thesis solves the static effect of the wooden structure, design of parts, and materials design. Plan dimensions are 51x14m, maximal height is 11,9m. The structure is designed for ultimate limit states and serviceability. The supporting structure is designed as solid wooden arched trusses frames's connection to the wooden pole. The thesis solve also details and solution design.

The prediction of shear capacity of light timber frame walls in a multi-storey arrangement is the main focus of this dissertation. The available theories neglect to account for the fact that the shear resistance of the walls may depend on the actual vertical position of the applied horizontal force. However, the actual arrangement of the structures in practice introduces a vertical offset between the wall head height and the position of the resultant of the external horizontal forces. Thus, the horizontal shear force is accompanied by dependent overturning moment. Solving such a problem for partially anchored walls inevitably leads to an iterative calculation. The aim is to provide a comprehensible and less calculation-intensive procedure for multi-storey buildings that would be competitive with existing simplified methods. A model derived from lower bound plastic method was successfully put to the test in a parametric study and compared with limited test results. The results show that the capacities predicted using the novel method compare favourably with the results obtained from traditional theories using a more complicated iterative process. Therefore, the presented single-step approach may be appealing to the industry. A test program was formulated to understand better the implications of the recommended best practice of introducing gaps between sheathing panels. It was set to experimentally verify the difference in the shear capacity for setups with and without gaps between the sheathing panels. The significance of this study is that it informs the industry that the manufacturers’ recommendation to incorporate a gap between sheathing panels would not compromise the structural integrity. Considering the model uncertainty and the safety margins, the introduction of gaps does not alter the strength or stiffness of the wall.

The diploma project proposes The Children´s Sanatorium with Speleotherapy Ostrov u Macochy which is to take place in the Císařská Cave. Site is located close to the mentioned cave in an exposed natural environment adjacent by urban housing which is represented by dispersed detached houses. An ambition of project is connecting an existing down-entrance to Císařská Cave with design new up-entrance, building of speleotherapy and existing development. There is created a new interconnection which respects and supports a local morphology. The building is situated on the end of connector in direct continuity with existing roads and development which suitably complements because of architecture form based on an archetyp of traditional cottage. The complex offers services for rehabilitation, sanatorium, accommodation and sports for childrens clients and general public too. A project intention was an effort to maximize incorporation the volume to feature of town, townscape with gabled roofs and natural surroundings with preservation high users comfort.

The subject of this thesis is the process of building technical part of the design documentation for the realization of a newly-built restaurant and facilities for Czech fishing union in the village Lačnov. The building consists of two objects interconnected by a connecting neck. The ground floor of the building with a flat roof is used as a restaurant. The restaurant is wheelchair accessible. Public entrance is from the southern side. The entrance for the staff and the supply will be from the east side. Facilities for staff and technical facilities there is in the northern part of the building. On the second floor there is an office, a meeting room and a training room for the Czech fishing union. In the second object with a gabled roof is an apartment for a fishing man and a shop with small fishing equipment. There is also a showers and toilets for the disabled. The technical background is situated in the attic. The house is based on strips foudations. Vertical loadbearing structures above ground are made of Porotherm system, external walls of the basement are made of prefabricated concrete shuttering blocks. Horizontal structures are designed as a monolithic reinforced concrete slab. Building is insulated. Part of the external wall finish are made of silicone plaster and part of it consists of ventilated facade with timber cladding.

The content of this work is the elaboration of a technology-oriented project for the construction of an apartment building with four above-ground floors in Blansko. This project includes a technical report, road mapping solutions, technological regulations, a drawing and technical report of the building site equipment, a timetable, a design of the machine assembly, control and test plans, a material resource assurance plan, and a technical report on health and safety at the building site.