Architectural solutions.

The building is one-storey, it is a rectangular volume with dimensions in the extreme axes of 11,00 x 20,00 m. Wall-wall panels on a metal frame, horizontal cutting with closed joints, roof-roofing sandwich panels on a metal frame, unorganized drainage. The height in the ridge is -8,04 m. For the relative mark of 0,000, the floor level of the first floor was taken, which corresponds to the absolute mark of 118,50. The design solution includes: Creation of a layout that is functionally convenient for work, in a production environment. At elevation 0,000 there is a car wash room, a washing equipment room, a wastewater treatment room, a bathroom, a shower room, a dressing room, a rest room, a ventilation chamber, an ITP, an electrical panel room. At elevation +3,000 there are footbridges. Creation of a building harmoniously fitting into the surrounding buildings. The color of the walls is a combination of beige (RAL-1014) and dark brown (RAL-8011) colors of sandwich panels, the plinth is brick lined with metal profiled sheeting in brown color (RAL-8017). The color of the gates and doors is dark brown, the color of the roof is dark brown. The composition of the facades is symmetrical, with the distribution of sandwich panels according to the color scheme. The main plane of the walls is a stained glass system made of reinforced PVC profile, white.

Constructive decisions.

Structural and technical solutions included in the project were adopted on the basis of the performed calculations and design assignments. The spatial rigidity and stability of the frame in the transverse direction is ensured by the rigid coupling of the columns with the foundations, in the longitudinal direction by girders, ties along the columns, ties along the coating. Spatial rigidity and stability of the built-in frame in the longitudinal and transverse directions is ensured by the rigid coupling of the columns with the foundations, the rigid disk of the reinforced concrete. ceiling adjacent to the main frame. The maximum horizontal movements of the building frame do not exceed the maximum allowable values ​​according to SP 20.13330.2011 and are: f=31mm < fu=6,6/155=0,043 m=43 mm. and are: f=20.13330.2011mm < fu=27/11=250 m=0,044 mm. The following structures and materials were used in the project: columns, individual metal roof beams from I-beams according to STO ASChM 44-20, from channels with a slope of shelves according to GOST 93-8240; purlins - metal individual from pipes of a rectangular profile in accordance with GOST 97-30245; frame racks, half-timbered racks, connections - metal individual from square pipes according to GOST 94-30245; walls - hinged from three-layer wall panels of the "Sandwich" type with min. plate thickness 94mm; roofing - roofing sandwich panels with min. 150mm; flooring - monolithic reinforced concrete according to the profiled sheet in accordance with GOST 200-24045.