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Place of construction:Banská Štiavnica
Implementation time: 2025
Documentation level: VPP
Construction dimensions: 28,00×25,25m, 5NP+UP
Short description of the structure:
The building is based on a slab foundation with depressions under the columns, with the rear underground 1. NP is made of water-permeable concrete together with the foundation structure. Vertical support system on 1. NP consists of a combination of reinforced concrete walls, pillars and steel columns, on 2. The load-bearing walls are reinforced concrete and on the higher floors are combined with masonry walls. The horizontal load-bearing system consists of monolithic reinforced concrete ceiling slabs. Above the retreated floor is designed gable roof, whose supporting structure consists of wooden rafters, purlins and columns, supplemented by steel central trusses.