A galvanized steel construction with wooden substructure and PV modules is offered, which are currently available as parking space roofing in the order of Width x Length 5.0 m x 20.0 m and 6.0 m height is used. The steel structure is bolted to foundations and can be dismantled. The foundations remain on site. PV system The PV systems consist of 10 different module types and inverters with a total performance of 9,98 kWp. The PV modules as well as the alternating directions have a CE marking The PV system has been shut down since January 2026 and is currently no longer in operation. The indication of the module types and inverters is shown in the pictures, following manufacturer compilation The 10 strings with the modules and the 10 inverters are:  1) 9 x Solec SQ-090 ; rated power: 810 Wp; Inverter: SMA SWR SB 850 2) 10 x BP 585F; rated power: 850 Wp; Inverter: SMA SWR SB 700 3) 10 x Kyocera LA 721 G108S ; rated power: 1,080 Wp; Inverter: SMA SWR SB 1100 4) 10 x Shell RSM-100 ; Nominal power: 1,000 Wp; inverter: SMA SWR SB 1100 5) 7 x GPV 110M + 3 x ASE-100-GT-FT; rated power: 1,070 Wp; Inverter: SMA SWR SB 1100 6) 9 x Isofoton I-110; Nominal power: 990 Wp ; inverter: SMA SWR SB 1100 7) 9 x Kyocera KC 120-1; rated power: 1,080 Wp; inverter: SMA SWR SB 1100E 8) 9 x solar factory SF-115; Rated power: 1,035 Wp; inverter: SMA SWR SB 1100 9) 9 x Solarx MSX-120P; rated power: 1,080 Wp; Inverter: SMA SWR SB 1100 10) 9 x Siemens M110F (12 V); Nominal power: 990 Wp ; Inverter: SMA SWR SB 1100    Steel contrusion For the current postion of the construction there is a building permit with statics. A review of the statics and the local situation found itself satisfied in 2022, against the background of a new occupation with PV modules. The results are listed below, the listed Mängle have not been fixed. The steel structure, including the PV system, shall be completely dismantled on site.   Description Structure The supporting structure has the shape of a suspended desk roof. The roof surface and a walk-in grating platform are suspended on steel supports which are stiffened into the foundations. The grating platform can only be accessed for maintenance purposes. On the steel beams at the Traufe and at the First store laminated wood- &nbs;carriers lying in the roof slope. On these aluminium profiles are stored in the longitudinal direction of the plant, which serve as a substructure for the photovoltaic modules. Static assessment from the visit 2022 1) The main structure, consisting of the supports, the suspension and the ‘craw carriers', can be considered to be sufficiently sustainable.  2) The vertical deflections of the cranes clearly exceed the measure normally considered to be tolerant. However, this is not a decisive criterion for structural structures of this type; criterion, from a static point of view, these deflections are harmless.  3) The beam of the front longitudinal beam at the hoop near the lantern cannot be assessed safely. Since the deformation of this shock is relatively large, here a & nbsp; stiffening of this impact is recommended to be on the "safe side" .  ; 4) The thrust of the stage bearer (see Figure 2) shows unusually high deformations. The carrying capacity of this impact is not assessable. It is recommended to strengthen this impact constructively. This also applies to other shocks.  5) The stage beams were originally mounted by screws on the rack beams. The fixing of the screws to the rack supports was not carried out by nuts, but by threads in the racks. Since the dimensions probably did not fit more during reconstruction, they were apparently fastened by suburban welds. Now these screw heads also served the design lateral positional protection of the gratings. Due to the missing screw heads these are only mounted on the stage beams;Grid grating at two edges no longer held sideways. 6) The front longitudinal beams on the hoop were mounted with screws of different types; strength classes were also mounted on them by a thread in the hoof-carriers. The & nbsp;Tragability of such threads...