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Residential building
Jakobei, Michal ; Vacenovská, Veronika (oponent) ; Vajkay, František (vedoucí práce)
The main aim of this bachelor thesis is to elaborate project documentation for construction realization of a residential building. Residential house is located in Zvolen, building lots of the project fall under the cadastral area of Zvolen. Construction site has a relatively flat profile, there is a basement floor, detached with 4 above-ground floors and an extension with two floors on the east side of the plot. From the functional point of view, it is an apartment building connected with a retail multifunctional unit. The layout concept is the same for 1, 2 and 3-room apartments. Due to its character, the proposed building is without demanding shapes, details and construction solutions. The proposed construction processes therefore create a precondition for a financially advantageous investment while maintaining the set standards. The building is founded on a 650mm thick foundation slab. All load-bearing structures are designed as reinforced concrete filigree panels. The main roof above the last floor is flat with mechanical load, water-proofing layer is mechanically anchored into the load-bearing concrete structure. All external walls are thermally insulated using mineral wool walls. Project documentation was drawn in a computer software AutoCad.
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Residential building
Jakobei, Michal ; Vacenovská, Veronika (oponent) ; Vajkay, František (vedoucí práce)
The main aim of this bachelor thesis is to elaborate project documentation for construction realization of a residential building. Residential house is located in Zvolen, building lots of the project fall under the cadastral area of Zvolen. Construction site has a relatively flat profile, there is a basement floor, detached with 4 above-ground floors and an extension with two floors on the east side of the plot. From the functional point of view, it is an apartment building connected with a retail multifunctional unit. The layout concept is the same for 1, 2 and 3-room apartments. Due to its character, the proposed building is without demanding shapes, details and construction solutions. The proposed construction processes therefore create a precondition for a financially advantageous investment while maintaining the set standards. The building is founded on a 650mm thick foundation slab. All load-bearing structures are designed as reinforced concrete filigree panels. The main roof above the last floor is flat with mechanical load, water-proofing layer is mechanically anchored into the load-bearing concrete structure. All external walls are thermally insulated using mineral wool walls. Project documentation was drawn in a computer software AutoCad.
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