This wall can hardly be load-bearing. The vertical studs are very loosely attached, there are three "modules" that are only fastened with one nail at the top and one at the bottom.
What do you think, folks? Give me your thoughts and ideas, on Monday an expert in the field will come to look at it.
No upper floor, flat roof with a 6-7 degree slope, built in '64 with lightweight concrete.
What do you think, folks? Give me your thoughts and ideas, on Monday an expert in the field will come to look at it.
No upper floor, flat roof with a 6-7 degree slope, built in '64 with lightweight concrete.
