Residential compound buildings are designed taking into account modern requirements and best modern practices in solving the architectural and spatial appearance and reliability of the building, according to the requirements of DBN B.1.1-12: 2006 "Building in Seismic Districts". The building is engineered for seismic load at 8 points.
The structural scheme of the building is a jointless ossature without girders and joints with diaphragms and stiffening cores.