Project documentation of new P3 type firehouse is presented in this master thesis. Firehouse’s design is in accordance with ČSN 73 5710 Požární stanice a požární zbrojnice and includes premises for: administration, teaching, day and night emergency, gymnasium, firehouse’s workshop and garrage. Its structure is made of sand-lime brickwork wall system combined with system of reinforced concrete pillars. Ceilings are designed using prestressed hollow core slabs. Firehouse is completed by external wall insulation and single-coated roof.

The subject of master´s thesis named „Holiday centre“ is elaboration of project documentation of building part. The building is consists of accommodation units, relaxation centre and restaurant joint with kitchen. Holiday centre contains 15 accommodation units for 45 persons, one accommodation unit for two persons is designed as barrier free. Capacity of restaurant is also 45 persons. Building has 4 floors. Base construction system is bricked, amended to tensioned ceiling panels. Object is positioned to foundation strips. Building roof is partially composed from gabled and partially from flat roof.

The thesis dealt with newly built detached house for seniors. The building is designed in the village Drnovice, Blansko district. House for seniors has one basement and three floors. In the basement are designed therapeutic ingredients such as physiotherapy, massage, gym and the appropriate sanitary facilities. Further there are technical facilities, sanitary facilities and lockers for employees. The first floor is designed to entry, reception, library, lounge, dining room and other spaces. Second and third floor is designed for living. Dimensions of the maximum contour of the house are 55,14 x30,34 m. Foundations are of strip footings of plain concrete C16/20. The thickness of the base concrete slab is 150mm and is reinforcer with KARI networks 100/100/6. The building is made of Heluz system, perimeter basement walls is made of the BTB fittings. The staircase is a reinforced concrete slab. The roof of the house is flat, single.

The Master’s thesis Office building is compiled in the form of project documentation witch comprises all the requisites required by current regulations. The designed building is placed on the sites numbered 2589/1 in Litomerice. This is a new building withoutbasement with four floors. The house is rectangular in plan, built of precast reinforced concrete frame system with infill masonry and roofing flat roof monotube roofing.

This thesis aims to design a bearing composite steel structure for five-storey administration building with ground plan dimensions 35,00 x 50,00 m. Designed building has L-shaped plan, flat roof and attic all the way around. The largest part of the plan area occupies office zone with dimensions of 48,60 x 18,90 m. Contiguous zone communication and sanitation has dimensions of 13,50 x 15,90 m. Floor height is designed 3,60 m, the total height of the building is 18,70 m. Composite steel floor structure consists of transverse primary beams and hinge-connected secondary beams. Integrated formwork (trapezoidal sheet) has ribs oriented perpendicular to the secondary beams. Coupling is bidirectional. Construction will be done in two variants. Variant No.1 assumes primary and secondary beams (at the columns) hinge-connected with columns. In variant No.2 will be frame connection between primary beams and columns and together they will create 2D transverse frames with hinge-connected secondary beams. The supporting structure of the roof is designed similarly to ceiling, but reinforced concrete slab will be replaced with bracing in the roof plane and self-bearing rib sandwich panels. Vertical sheathing of the building provide sandwich panels and strip windows. The type of steel is S355. The building is designed for the site Hradec Králové. Standards and documents used in design of the bearing structure are included in the list of sources. The result of this work is a static analysis with an assessment of all elements of the selected (best) variant of the structure, drawing documentation and technical report.

The Diploma thesis deals with the realisation of the reconstruction of a farmhouse in the village of Všeradov. The main task of this thesis is to produce a constructional preparation of the project for the complete reconstruction of the ceiling and wall construction of the farmhouse and to create a new attic flat. All constructional modifications need to be in accordance with the requirements of CHKO Žďárské vrchy as the building belongs to a large protected zone. The aim of this thesis is to make a constructional and technological project which is feasible from financial, time and technological point of view.

The project deals the part of the structure of multifunctional building . It is a multi-storey building. In this project are designed slab, basement wall, continous footing, column and footing . Static system and the calculations of the internal forces was conducted in a student version of Scia Engineer 2012.

The main goal of this diploma project is detailed design documentation of the House with hospic care, Litomyšl. The building consists of two upper ground floor levels. First ground floor is partially recessed into the terrain. The layout responds to the main purpose of the building - healthcare and social centre. Hospic is located on the edge of the city, it has the L-shaped form. The area with rooms for patients is distributed along the southern facade. The objective of connecting the interior and garden in the courtyard has been considered while forming the exterior finishing surfaces. The capacity of the hospice centre is 15 beds. The building structure is made of masonry walls with reinforced concrete slabs and combination of single sloped roof with flat roof.

The theme of my diploma thesis is Building and Technological Project for a residential building in Strážnice. This is a study of the implementation of major technological stages of object SO- 01 residential building, the project concerning the construction site installation, design the mechanical assembly, traffic solutions, technological process earthworks, foundation structures, piles CFA and reinforced concrete ceiling construction. The work includes further object schedule, financial plan, a detailed timetable for construction of residential building, the budget, the inspection and the test plan, safety hazards on a construction site in the implementation of the substructure object and thermal technical assessment of selected structures.

Thesis elaborates project documentation for new residential building in Prague 8 - Karlín. The building has five floors without a basement. In 1.NP are located collective garages for cars, garage - parking for bicycles and motorcycles, a cellar for residential units and the main entrances to the building. 2.NP - 5.NP is reserved for housing. The apartment building has three types of units with different layout arrangement - 2 + kk, 3 + kk, 4 + kk and one unit for persons with disabilities. Each apartment has its own entrance to the balcony. Inputs to the roof are placed above the 5th floor Foundations are designed as footings under reinforced concrete columns with a combination of the base plate. The building is in 1.NP reinforced concrete combined with brick infills. 2.NP - 5.NP is brick. The roof is designed flat.