I have a six storey bldg., ICF exterior walls and two way slabs with interior columns. The architect has removed the wall at the first floor level. I am proposing columns along the section where the wall has been removed. The columns will extend for the full six storeys with the ICF wall being supported at each level on the 10"slab. I am having a problem conceptualizing whether load will be transferred thru the ICF wall as well as the columns. I prefer not to use a spandrel beam. Anybody come across a situation similar to this?