The diploma thesis deals with project documentation of new kindergartens in the cadastral area Rohatec. The building is self-standing, two-storey with a partial basement. It is a building designed for the upbringing and education of pre-school children. The capacity of kindergarten is 48 children divided into two classes. Part of the operation is a food preparation zone. The building is designed as a brick made of porous concrete blocks with mineral insulation, based on basic concrete passages. The roofing of the kindergarten is using warm flat roofs.

This diploma thesis solves design of the new building for temporary accommodation. The building of hotel is located in the center of village Halenkov on plot no. 103/1, which is city plan for construction of buildins for development. The building is designed as two and no cellerage. The floor plan of designed building is creating the shape of letter L. The has gabled roof with a slope of 40 degree at the part for accomodation and single-layer flat at the part for restaurant. The building is of brick construction system of Porotherm blocks based on concrete footings. The ceilings consist of reinforced concrete monolithic slab andpre-stressed concrete floor slabs. The hotel is equipped with 27 rooms for 50 guests and the restaurant is designed for 72 customers. The thesis is processed in the form of project documentation for new building, containing all the requirements according to applicable standards and regulations.

The subject of the diploma thesis is processing of the technical part of the project documentation for the new three-storey home for elderly with partial basement, which is located in the village Ořechov. The object is situated on a flat terrain, which is situated little bit higher than local road. That was used for an architectonic conception of the house –basement is open and accessible by local road from the north side, the rest is under ground. The detached building is partly roofed by a flat green roof and partly roofed by flat roof covered with gravel. The object is divided into individual areas. In the second and third floor is living and social area. 11 dwelling units of different sizes are designed. First floor is also accessible to the public and together with entrance hall and reception, which is situated in the middle of the object with the main entrance on the east side, there are another two separate areas. The left wing serves as a medical department, in the right wing is cofé with his own staff facilities. In the basement is a utility room and storage areas.

The diploma thesis concerns static project of chosen parts of load-bearing structure four-storey multifunctional building. It´s frame structural systém locally supported colomns. The thesis suggests floor slab above ground floor including punching, colomn, foundation pad, basement wall, loaded soil and strip foundation. Every element was judged by load-bearing capacity, designed reinforcement and made drawings of reinforcement. Calculation of internal forces is made by finite element method of the program dlubal RFEM.

This thesis deals with design of steel structure multi-storey garage. It is the five-storey steel structure of rectangular plan. The construction is designed for the city of Olomouc. Static calculation is solved by a combination of manual calculation and calculation using software Scia engineer 18. There are the following main load bearing structural elements designed and examined in the structural analysis: truss, purlin, bracing, column, composite beam, joints, foot and anchoring. Thesis includes drawing documentation

The aim of the diploma thesis was to design reinforced concrete construction of the indoor swimming pool and ensure impermeability of the construction, to ensure behavior as concrete tank construction. Static analysis was done by using program Dlubal RFEM 5.12, where interaction of subsoil with construction was taken into account. Slabs around the swimming pool area were divided into expansion section because of temperature changes from glass façade an after that the sealing of expansion gap was solved. Construction system under the swimming was designed and was tested the behavior of walls and slabs. Analysis was done also to considerate of hydration heat. The drawing was done by software CADKON RCD.

This thesis deals with a construction-technology plan of two-story nursery school in Brno, district Bystrc. Thesis contains engineering report, financial and time schedule for structures, project of construction site, noise study, technological notes and inspection and test plans for cast-in-place reinforced concrete slabs and for prestressed concrete Spiroll floor slabs, formwork study, list of main machines used during construction, time schedule, needed quantity of workers and itemized budged for carcass, budged for whole building and comparison of cranes. Moreover, in appendices are drawings of approaches and processes during construction in its different phases.

The subject of the master´s thesis is the design and assessment of the static load-bearing steel structure office building. It is an eight-storey building with a floor plan and dimensions 54x15m. The proposal has three variants. In one of them a steel frame with a hinge attached elements. These are the pillars, beams, trusses, joists and purlins, which are coupled with trapeze plate and thereby secure the stability of the position in the horizontal direction. The steel structure is placed between the reinforced concrete towers.

The master’s thesis dealt with newly built residential house. The building is located in the Liberec region in the cadastral land parcel number 42/1 in the cadastral area Liberec-Rochlice. Address of the building is 227 Vratislavická Liberec-Rochlice 460 59th Built up area is 655 m2. The new building is located on sloping ground to the south. The building is located on the still undeveloped parcel near residential homes and nursing home. The building is partially basement with four floors. In the basement is the technical support for building, storage and parking facilities. The first two floors are commercial applications for administrative operations. In the third and fourth floor apartments are located. In total there are five residential units for a total of 17 persons. The supporting structure of the building is a monolithic reinforced concrete deck Beon C 25/30 B and reinforcement 500th The building is based on the footings of plain concrete C 16/20, and the bases of concrete and plate C 25/30 and the reinforcement B 500th Outer and inner walls are lined walls in the system Porotherm. The roof is designed as a flat. Walk-on part is designed as extensive or as a patio with concrete paving. Nepochúzná part has a stabilizing layer of gravel.

The diploma thesis deals with a project design documentation of a multifunctional house in Považská Bystrica. The object is designed as a detached four-storey building. Its ground plan is rectangle-shaped. The building´s first floor is split into an administrative section and housing section with shared premises. The other floors are fully designed and meant for housing consisting of housing units with shared premises. A construction system is designed as a transversal wall system with reinforced concrete continuous slabs roofed with a warm flat duo roof.