Hi first post.Any advice would be a great help,im in the process of testing a community centre and could do with a bit of advice.
1 The building has about 5/6 seperate fans/heating ductwork with no main equopential bonds fitted,but they have continuity on the ductwork to met under 0.05 ohms due to the earth from the spur etc.
Would a main bond be required and if so what code?
2 Steelwork in the exstension again has no bond fitted but the pillars are tied into the foundations and is giving a low continuity reading.
Would the steelwork still required bonded and if so what code?
3 What code would you give meteal clad sockets without flying earths from back boxes to sockets?
4 And finally there is some single chrome sockets fitted in a sports hall one has a chunk taken out of insert and another has became broken inside the socket.However all the sockets in the hall are bashed and dinted.
The client is saying just to replace the two sockets with like for like but i feel all sockets should be replaced with sockets with a protective front.But would it be a code 1.
1 The building has about 5/6 seperate fans/heating ductwork with no main equopential bonds fitted,but they have continuity on the ductwork to met under 0.05 ohms due to the earth from the spur etc.
Would a main bond be required and if so what code?
2 Steelwork in the exstension again has no bond fitted but the pillars are tied into the foundations and is giving a low continuity reading.
Would the steelwork still required bonded and if so what code?
3 What code would you give meteal clad sockets without flying earths from back boxes to sockets?
4 And finally there is some single chrome sockets fitted in a sports hall one has a chunk taken out of insert and another has became broken inside the socket.However all the sockets in the hall are bashed and dinted.
The client is saying just to replace the two sockets with like for like but i feel all sockets should be replaced with sockets with a protective front.But would it be a code 1.