Architectural solutions.

Construction of a 3-storey building with a basement and a technical underground from a preschool educational institution for 125 places / 6 groups under the I-1194 reuse project, graduating in 2004 by the State Unitary Enterprise MNIITEP, adjusted taking into account the "Measures to ensure access for the disabled" and the placement of IG11 (elev. -3,00). Finishing of facades in accordance with the project of re-use I-1194., Issue 2004, taking into account the "Measures to ensure access for the disabled." Color scheme in accordance with the color passport. Full interior decoration and technological equipment of the premises is carried out in accordance with the functional purpose of the premises and technological requirements for the project of reuse I-1194, issue of 2004.

Constructive decisions.

Structural scheme - cross-wall, with the main bearing longitudinal walls with a step of 3.0 and 6.6 m and hard floor disks. Foundations - tape, from monolithic reinforced concrete (concrete of class B25, grade W6; reinforcement of classes A400 and A240), 300 mm high and 600-1400 mm wide on concrete (concrete class B7.5) preparation 100 mm thick. Waterproofing of structures in contact with the ground - painting, hot bitumen, in 2 layers. Horizontal waterproofing of the walls - cement-sand mortar composition 1: 2. The base of the foundations are sands from silty to medium size, from loose to medium density, wet (E = 190-360 kg / cm2). Structures from the top of foundations to elev. -2.38 m - FBS type blocks 400 and 500 mm thick. Structural solutions above el. -2.38 m - according to the I-1194 reuse project (issued in 2004). Marks: ±0.00 = 140.15; the floor of the technical underground of the bottom of the foundation of the opened UGV -2.30=137.85; -3.90=136.25; 126.31-126.39 m. The projected structure is located in the area of ​​the existing urban development on the site of the demolished building, except for the basement. The nearest existing buildings and structures of the surrounding development are located at a distance of more than 10 m. All engineering communications that fall within the boundaries of the territory of the projected preschool educational institution are dismantled or shifted outside the site. The pit is carried out in slopes. Removal of ground and atmospheric water from the pit - open surface drainage from the system of drainage ditches and sumps. Partially, along the boundaries of the site, it is planned to install a noise barrier. The foundations are columnar, made of monolithic reinforced concrete (class B15 concrete). Protection - cellular polycarbonate.