A friend runs a business from a typical commercial premises, single storey, say 100sqM, on an industrial estate. A recent PIR identified the absence of main bonding conductor(s) to exposed structural steelwork. (The premises is essentially a steel frame of RSJ type steelwork bolted together and then clad in sheet material, so its exposed in lots of places!)
My question is: Would one 10mm bonding conductor from the MET be adequate, I propose a hole drilled into a suitable point and a lug bolted to the steelwork. If after continuity testing around the building any points on the framework were found to be not connected to the rest by the bolts holding it all together then I propose additional bonding conductors back to the MET. (or could I link them in a similar way with short links of 10mm?)
Whats the usual bonding approach/method ?
My question is: Would one 10mm bonding conductor from the MET be adequate, I propose a hole drilled into a suitable point and a lug bolted to the steelwork. If after continuity testing around the building any points on the framework were found to be not connected to the rest by the bolts holding it all together then I propose additional bonding conductors back to the MET. (or could I link them in a similar way with short links of 10mm?)
Whats the usual bonding approach/method ?