The technical documentation for this task has been formed to the extent of the project to acquire a building permit. A static calculation has been made for steel, five stories industrial building by the Scia Engineer 14 computer programme, in compliance with the Eurocode standards. The structural system is formed by the frames with eccentric bracing that are placed transversely and longitudinal. The floor structure is presented by the concrete plate that is supported by the two way beam system, where the composite action of the concrete plate and the beams is considered. Permanent, variable and seizmic loadings have been determined, considering the Eurocode standards. The carrying system has been designed with the nonlinear global analysis, considering geometrical nonlinearity and the geometrical imperfections of the frames. The seismic analysis has been performed by the lateral force method. The steel structure has been designed in accordance with the rules for the capacity design considering high level of ductility (DCH). At the end of the project, the typical joints have been designed and fire analysis with the demanded critical temperature fire resistance R 60 have been performed.