The hall is designed with reinforced concrete columns, vertical metal braces and metal roof with lattice beams and double T-section templets. In the long direction, the hall has 92,50 m (a span of 8,50 m and 14 spans of 6,00 m) in the area with an opening of 29,90 m and 56,50 m (a span of 8,50 m and 8 spans of 6,00 m) in the area with an opening of 25,00 m. In both openings are provided overhead cranes with a lifting capacity of 10 tf in the opening of 29.90 m and 6.30 tf in the opening of 25.00 m. The proposed hall will be attached to the existing hall on the site, the seismic joint between the two halls being 120 cm, and the columns of the new hall are located in the same line as the columns of the existing hall.