Project's goal is to test the large buildings' design options in regards to permanently sustainable construction. The author's aim is to design energy efficient multipurpose building, with minimal negative effects on environment. The positive impact on environment is visible on the preference of natural materials used in construction. External constructions of thermal conductivity coefficient at the level of passive standard are designed using objects of renewable energy. The location in Brno has been chosen for the proposed building, specifically the location known as brownfields. Lot is accessible from the street of Jan Babak, where public transport is available. The shape of the lot is in the form of incomplete oval with internal open atrium. The administrative part of the building takes half of the area with the rest of the area being used for other businesses, such as fitness centre and restaurant. Garages are proposed to be located underneath the main building, which is built on rigid structure. This rigid structure is a steel skeleton one with linked ceilings. The foundation of building is on stilt. The roof is of a flat type with variable slope, its structure and slope are of metal construction. Claddings are designed in the form of wooden structure filled with straw bales, the exterior is thermally insulated using fibreboard thermal insulation. Inner tract facade is proposed to be panelled with wooden planks. Photovoltaic panels will be placed both from the south and southeast of the outer oval. The rest of the facade will be panelled with grate for creepers. Only environment-friendly sources of energy are considered for the proposed building. Heating and cooling is based on the heat pump air-water system; using the rainwater as an example of renewing natural energy. The surroundings of the building are designed as meadows for of infiltration of rainwater. The proposed building has been assessed in terms of environmental sustainabilit

Master's thesis "Office building" is developed in the form of project documentation containing requirements according to applicable regulations. The proposed facility is located in Brno, in Židenice district. It's a three story building with flatroof and no basement. On the ground floor there are cafe, reception, technical facilities, offices and meeting rooms. Another offices and meeteng rooms are proposed in the second and the third floor.

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.

Thesis deals with design of steel structure multi-storey office building. Specifically, it is the eight-storey steel structure of rectangular plan with dimensions of 15.4 x 54.4 m and a height of 29.2 meters. The structure is designed for the site Brno. Static calculation is solved by a combination of manual calculation and calculation using software Scia. It is designed structural arrangement, static action, load analysis, calculation of internal forces, the design of dimensions and connections solutions. Thesis includes drawing documentation. The structure is designed in a variant with a frame joints and in variant with articulated joints. Variant with articulated joints is further processed.

This is a detached office building with halls located in an industrial zone. The building is situated in Ostrovačice. The office building has two floors without cellar. There are an entrance hall with reception, three office rooms, kitchen with dining room, archives, restrooms and technical background on the first floor. There are one office room, office of managing director, office of traders, boardroom, training room, kitchen and restrooms on the second floor. From the entrance hall you can climb from double staircase to the roof. The building is covered by single-layer flat roof. This is extensive green roof. The building is based on the footings of plain concrete and is built from the building system POROTHERM with contact insulation system from company ISOVER. The office building has a production and storage hall. There are an entrance hall, dressing room for men and other also for women with shower, separate toilets, kitchen with dining room and engine room of ventilation in production hall. Built-up area is totally 1926,6 square metres.

The subject of this thesis is the design and static assessment of timber load bearing structure of The Multipurpose buildings in Podlesí u Příbram. The complex is composed of the administrative building and a multipurpose hall and corridor. The administrative building has three floors and it is designed as a wooden frame. The hall is designed as a wooden frame system. Corridor connects the administrative building with a hall and it is 1.3 meters above the ground. Corridor is a wooden structure. Climatic loads are considered for the village Podlesí u Příbram.

This diploma thesis deals with a new built office building in Brno-Husovice. The building is situated in a gap site on the street Dukelská třída. The building has four aboveground floors and underground garages. The ground floor is divided into relaxation area and a commercial section with five shopping units. The second and the third floor are designed as a variable office space. The engine room for ventilation is situated on the fourth floor. Construction system is cast-in-place concrete frame. The building is roofed with the green roofs. Foundations are made of large diameter drilled piles.

The content of diploma thesis is designing, project development and static estimation of the supporting steel structure in two different variants of the atypical office building (business center). The object is located in densely built-up location in the Brno. The building is designed as a seven storey. The entrances to the above ground floors are designed from balconies, which are roofed and situated on the edge of the object. The footprint dimensions are 57,6 x 57,6 m. Variants are compared based on weight and size of the coating surfaces supporting construction of the object. Drawing documentation, static calculation of joints and details of the construction are processed for the best variant.

The diploma thesis is focused on a structural analysis of a multi-storey office building. The Loadbearing structure is made of cast-in-place reinforced concrete. In the thesis there is analysed a selected floor slab, a column, a foundation pad, a part of loadbearing wall and a precast staircase. Computation of internal forces is carried out by computational software SCIA Engineer. The Results from the software are verificated via simplified manual method. Assessment of a structure is done according to valid standards and regulations.

This diploma thesis deals with design of newly - built office building in the cadastral area Považská Bystrica, part Centrum. The building is situated in a block of buildings. The building has five above-ground floors. The ground floor is divided into relaxation zone and a commercial area with six shopping units. The second and the third floor are designed as an open space office. There are lecture halls on the fourth floor. The mechanical room of ventilation is situated on the fifth floor. The building is designed as a cast-in-place reinforced concrete frame. The building is roofed with warm flat roof.