General information.

The internal walls of the building were built from prefabricated reinforced concrete blocks 320 and 390 mm thick per floor. The outer walls along axes 1, 3, 4, 6 are two-layer: the inner bearing part is made of prefabricated reinforced concrete blocks 320 mm thick per floor, the outer one is made of prefabricated three-layer (concrete-insulation-concrete) hinged reinforced concrete panels 300 mm thick with embossed outer surface. The outer walls along the facades in axes 1-6 and 6-1 are made of prefabricated three-layer (concrete-insulation-concrete) reinforced concrete panels 300 mm thick with a relief outer surface. The foundations of the outer and inner walls of the building are tape pile with a monolithic reinforced concrete grillage. The attic and interfloor floors are made of prefabricated multi-hollow reinforced concrete slabs of the PK type with a thickness of 220 mm and a width of 1,0 and 1,5 m, based on external and internal walls made of reinforced concrete blocks and panels and internal prefabricated reinforced concrete girders. The pavement is made of prefabricated multi-hollow reinforced concrete slabs of the PK type with a thickness of 220 mm and a width of 1,0 and 1,5 m and reinforced concrete monolithic sections based on external and internal walls made of reinforced concrete blocks and panels and internal prefabricated reinforced concrete girders. The openings are made in reinforced concrete blocks one floor high. The walls of the basement are made of prefabricated reinforced concrete blocks 320 and 390 mm thick per floor with local seals of solid ceramic brick masonry on a c / p mortar and concrete blocks of the FBS type. On the top of the blocks (under the ceiling) a number of reinforced concrete crossbars are laid. The walls are painted. Above the individual openings of the basement, lintels are made of rolled metal profiles. Most of the ceiling above the basement is made of prefabricated multi-hollow reinforced concrete slabs of the PK type with a thickness of 220 mm and a width of 1,0 and 1,5 m and reinforced concrete monolithic sections based on external and internal walls made of reinforced concrete blocks and internal prefabricated reinforced concrete girders. Within the limits of the elevator unit along the D and D axes, two beams are made of rolled metal profiles to support the plates between the elevator shafts. In the axes 1-2/B-C and 5-6/E-F, the floors are monolithic reinforced concrete along the load-bearing walls and metal beams. The basement floors are made on the ground. The floor covering is a cement-sand mortar screed 50 mm thick on a concrete base 50 ... 100 mm thick. Entrances to the basement are provided from two pits: in axes 1-2/А-Б and 5-6/Ж-И. The pits are limited by the outer walls of the building and retaining walls made of ceramic solid bricks on a c / n mortar 380 mm thick on one side and 510 mm thick on the other (the 510 mm thick wall is also the wall of the entrance porch to the smoke-free stairwell). The walls of the pits are plastered and painted. The descent ladder to the pit is made of prefabricated reinforced concrete steps resting on the walls of the pit. The floors of the pits are made on the ground. The floor covering is a cement-sand mortar screed 40 mm thick on a concrete base 100 mm thick. There is no cover over the pits. The spatial rigidity of the building is ensured by the joint work of external and internal load-bearing walls and horizontal hard disks of floors and roofs.