The building without basement fills the area of the irregular plot almost completely, which results partly in non-orthogonal building edges. The building ground required a foundation on a total of 34 large bored piles. The supporting structure of the building was constructed in a combined masonry-concrete construction method. The internal parts of the supporting structure, in particular the walls of the development cores, columns and slabs as well as the foundation were made of reinforced concrete. The outer walls consist of highly insulating brick masonry, which is reinforced by reinforced concrete columns in the area of the irregularly arranged window openings. The masonry walls are not used for building bracing, but serve exclusively for vertical load transfer. The 7 m wide glazed entrance area on the ground floor forms a special area: here reinforced concrete diagonals are integrated into the masonry to absorb the loads from the upper floors. The floor slabs are designed as flat reinforced concrete slabs, some with linear bearings, some with point support.

Der sattelförmige, asymmetrische Dachstuhl wurde als Holzkonstruktion ausgeführt.  Die über ca. 11,0 m frei spannenden Binder wurden wegen der vergleichsweise großen Spannweite in Form von Fachwerkträgern ausgebildet. Das Gebäude liegt in der Erdbebenzone III und wurde entsprechend bemessen und konstruiert.