rai
07-01-2004, 10:46 AM
I have a problem room which needs renovation, and would appreciate some insight.
The room is an open addition built on a slab which is one step down from the adjacent main house basement. Digging next to the slab, it appears to be only 4~6" thick, no footer. There is a mortared flagstone kneewall on the slab and then framed walls above it to a shed roof. The walls are uninsulated and are largely filled by jalousi windows. It is roughly 18 feet wide and extends maybe 12 feet from the house.
Since there's no foundation under it, the whole room has sunken at least an inch since it was built. This is evident from marks where the slab used to be against the house and also the base of the frame walls has separated from the top of the kneewall near the house (the walls are attached to the house).
What I'd like to do is to rebuild and finish this room, and open up the adjacent basement room with a continuous, level floor. There are some load bearing wall issues, but this post is about how to deal with the slab and kneewall. The kneewall is actually attractive from the outside and blends with a retaining wall in the yard, so I wouldn't mind keeping it. It's generally in good shape (no cracking or mortar deterioration).
The slab itself is really AT grade. I don't have drainage problems, but it's really close. That makes me nervous about how to handle the under floor area.
I thought about excavating and adding a footer around the slab. I'm not crazy about this due to the shear amount of labor required. It would also mean framing the floor within the kneewall area on sleepers. This isn't exactly a bonafide crawlspace... and what about ventilation?
I also thought about sinking piers through the slab and building upon those. This is much less work than putting in a perimeter footer. I'd frame the walls up from the beam/joist floor and flash the wall exterior to the top of the kneewall. The same crawlspace ventilation concern applies.
I think the 'right' thing to do is to demolish the whole thing, excavate a proper footer and build up from there (slab, proper crawlspace or whatever); but I think that's prohibitive budget-wise.
I'm leaning towards the pier approach. Any thoughts on this and keeping it ventilated properly?
Thanks in advance!
The room is an open addition built on a slab which is one step down from the adjacent main house basement. Digging next to the slab, it appears to be only 4~6" thick, no footer. There is a mortared flagstone kneewall on the slab and then framed walls above it to a shed roof. The walls are uninsulated and are largely filled by jalousi windows. It is roughly 18 feet wide and extends maybe 12 feet from the house.
Since there's no foundation under it, the whole room has sunken at least an inch since it was built. This is evident from marks where the slab used to be against the house and also the base of the frame walls has separated from the top of the kneewall near the house (the walls are attached to the house).
What I'd like to do is to rebuild and finish this room, and open up the adjacent basement room with a continuous, level floor. There are some load bearing wall issues, but this post is about how to deal with the slab and kneewall. The kneewall is actually attractive from the outside and blends with a retaining wall in the yard, so I wouldn't mind keeping it. It's generally in good shape (no cracking or mortar deterioration).
The slab itself is really AT grade. I don't have drainage problems, but it's really close. That makes me nervous about how to handle the under floor area.
I thought about excavating and adding a footer around the slab. I'm not crazy about this due to the shear amount of labor required. It would also mean framing the floor within the kneewall area on sleepers. This isn't exactly a bonafide crawlspace... and what about ventilation?
I also thought about sinking piers through the slab and building upon those. This is much less work than putting in a perimeter footer. I'd frame the walls up from the beam/joist floor and flash the wall exterior to the top of the kneewall. The same crawlspace ventilation concern applies.
I think the 'right' thing to do is to demolish the whole thing, excavate a proper footer and build up from there (slab, proper crawlspace or whatever); but I think that's prohibitive budget-wise.
I'm leaning towards the pier approach. Any thoughts on this and keeping it ventilated properly?
Thanks in advance!