Currently carrying out some minor changes and up grading a CU for a Landlord.
The CU is located in the very substantial cellars of a property, these cellars used to be air-raid shelters during the war.
As a result of their previous use the pillars that the ground floor sits on were strapped in heavy steel / iron which is now more rust than anything.
There are a few steel / iron lintels as well, the floor above has been replaced, not that that has any bearing on the issue.
Now my gut feeling is that I need to link all these parts together with bonding and terminate into the MET block.
Anyone got some views on this? I feel I am correct but I don't want to do anything not required.
The CU is located in the very substantial cellars of a property, these cellars used to be air-raid shelters during the war.
As a result of their previous use the pillars that the ground floor sits on were strapped in heavy steel / iron which is now more rust than anything.
There are a few steel / iron lintels as well, the floor above has been replaced, not that that has any bearing on the issue.
Now my gut feeling is that I need to link all these parts together with bonding and terminate into the MET block.
Anyone got some views on this? I feel I am correct but I don't want to do anything not required.