Cafe in Shymkent

- Address to be built - Shymkent city.

- The building is designed in a frame construction model. Its dimensions are 23.1x17.1m.

- The building belongs to liability class II, fire resistance to II group (type). Long term - II

- The depth of freezing of the soil layer is -46 cm

- The topography of the construction site is relatively flat, with a slight slope. In general, the engineering-geological data of the construction site meets the sanitary-technical and other requirements.

- According to the weather, the region is IVg

- Quantitative value of snow weight (cover) - 0.50 kPa (for IV district)

- Quantitative speed pressure of wind gust - 0.37 kPa.

- For a value of 0.82 of the provision coefficient of the calculated outdoor air temperature

- The average temperature on the coldest day is 26 0С

- The average temperature in the coldest five days is 18 0С

- Seismicity of the construction area according to Kazakhstan 2.03.04 - 2006 seismicity of the construction site - 6 points.

- The soil characteristics of the construction area are a fertile layer with a thickness of 20 cm on the surface of the earth, and below that, fine stony soil, 0.6 m thick, and clay.

The layer that serves as the base of the foundation is clay.

- γ=19.9 kn/m3; φ=20; c=12.0kPa; E=14.8 MPa

- There is no underground water at a depth of 20 m from the surface of the earth. The depth of soil freezing is 0.45 m

- the seismic area of the construction site does not belong to the seismic area, according to the document "Construction in the seismic area" of the RK 2.03.30-2006.

Indicators of the base on which the building will stand:

- upper layer: consists of sandy and loamy soils.

- lower layer: consists of hard sandy soil.

Structural scheme of the building: brick building supported by reinforced concrete frames.

Water-pipe, sewage systems - water supply system and urban sewage system in use in the city. Electricity supply is from the municipal system.