We live in a newly constructed home with brick exterior and a basement. The basement was dug and completed in August of 2008, so it has been finished and back filled for about 18 months. I have been letting things settle before I added a deck. We are planning to build a deck which will be irregular shaped but not all that large. Description of the size and shape:
- There is a cove in the side of the house, and under the roof line, that is approx. 13'6" wide and 6' deep (from the face face of the house)
- The deck will extend an additional 8' from the edge of the house, and about 20' from one end of the cove.
in other words the deck is "L" shaped with a (20'x8') leg and a (6x14') leg)'. About 245 SF.
I realized from the start that attaching a ledger to brick was a no-no for most codes and I had no problem with a free-standing deck....until now. I had not considered the soil compaction issue with our new basement construction. I know the basement guy left some virgin soil inside of the cove but the 2' to 3' outside of the basement wall is disturbed. ditto the wall along the longer length of the L. We have back-filled from settling several times since construction and the area under the roof seems to have stabilized. I was able to get under there with the rear end of a bobcat last fall and didn't leave much track.
The Problem: Footings for the free-standing deck in area closest to the basement foundation. I don't relish the idea of digging 8' footings, especially under the roof overhang - almost a had dig. I had considered going down to frost line (about 3' here) and pouring slabs and then tube footings on top.
Any help would be appreciated.
BTW, the backfill, and surrounding soil is good old SE Kansas clay. That probably doesn't help either.
Thanks RonB