Hi there,
Does anyone know the std/engineering requirements for piers on the internal side of a brick garage wall?
Garage is 28c high.
Dimensions are 6.11 wide by 6.89 long.
Builder has put 230mm piers every 644mm along the right hand side wall (as you would drive in).
The wall is one story and is a boundary lot wall.
I question the need for 7 piers along that wall when every other garage I've been into late they range from between 1 - 1.5m apart.
Any ideas people?
Thanks