Hi
I have read on the Expamet web site that the pre-formed
"Movement Bead should NOT be used over Structural Movement Joints" ???
This does not seem to make sense or am I missing something ?
Cheers
I have read on the Expamet web site that the pre-formed
"Movement Bead should NOT be used over Structural Movement Joints" ???
This does not seem to make sense or am I missing something ?
Cheers