Architectural solutions.

The building is a four-story volume, with the main dimensions in the axes of 60,00x43,20 m and the maximum relative upper mark of 16,20 m. Communication between the floors is carried out by dispersed stairs. Finishing of facades: plinth - facing with porcelain stoneware; ramps and steps of external stairs - facing with porcelain stoneware; exterior walls - painting wall panels with weatherproof paints; windows - wood-aluminum with triple glazing. Color scheme in accordance with the color passport Complete interior decoration and technological equipment of the premises is carried out in accordance with the functional purpose of the premises and technological requirements.

Constructive decisions.

The building was designed from the structures of the territorial catalog TK1-3 0-31 "Reinforced concrete structures of panel buildings for social and cultural purposes", manufactured at the GMPSM factories. The load-bearing structures are internal wall panels and external three-layer panels with an internal load-bearing layer. Foundations for external and internal walls - tape prefabricated reinforced concrete type "FL" and "FP", along the axes 9 / K-Zh / - monolithic sections, for concrete preparation 100 mm thick (concrete preparation class B7,5) and crushed stone rammed into the ground with pouring hot bitumen for 2 times. The base is sands of medium size, dense, wet with a deformation modulus E = 49 MPa. Estimated soil resistance of the base R=3,0-3,5 kgf/cm2. Ground pressure Р=2,35 kgf/cm2. Draft 8 = 1,5 cm. Basement load-bearing structures - prefabricated reinforced concrete external and internal panels with ceilings supported on them: panels of internal walls with a thickness of 140 mm and 200 mm; decking of interfloor ceilings with a thickness of 220 mm; walls of stair blocks 200 and 300 mm thick; external walls - plinth three-layer reinforced concrete panels of the "NC" type, 350 mm thick on the foundation blocks of the "FBS" type. Marks: floor of the 1st floor 0,00=153,90; basement -2,30=151,60; bottom of foundations-3,60=150,30; -3,80=150,10; -4,50=149,40. Vertical waterproofing of walls - coating with hot bitumen for 2 times. Building excavation in slopes. Structures of the above-ground part - re-use of the general education school of the I-1577A series (issue of 2004). Degree of fire resistance II, responsibility class II. There is no negative impact of new construction on neighboring buildings.