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The research object is the middle part and the refectory overlap of the temple in the honor of the Holy Kosma and Domian Asiysky, located in the village of Ssezzhe of Bogatovsky district of Samara region. At the time of the works, the object was undergoing a large-scale reconstruction. Based on the data of the detailed technical condition survey of the building structures of the temple overlap, the authors made calculations in a physically nonlinear setting, allowing to fully assess the stress-strain state of the monolithic reinforced concrete structure of the middle part and refectory, which is a complex unified system of thin-walled spatial structures of different contours of the middle surfaces. The recommendations on the completion of the overlap construction and its further operation were developed on the basis of the calculations results analysis.