In this article, the seismic stability of a two-story private residential building located in Tashkent city is analyzed. Within the scope of the study, the building's foundation soil dynamic characteristics were taken into account, and the structure was modeled in the LIRA-SAPR software using accelerograms for different soil categories and probability levels. The results help to develop recommendations on the deformation state, structural integrity, and seismic safety of the building under various seismic conditions.