kxa
Structural
- Nov 16, 2005
- 207
I am designing a three story masonry residential building that is 100’ long and the back of it will be right against a 45’ long house (only 5” gap). The bottom of the proposed basement foundation will be about 6’ below the house foundation (wall footing). Soil blow counts are 40+/ft. I am considering either helical or 3’ wide concrete piers for underpinning. Doing this for the first time. Any recommendations or suggestions, references or tips are greatly appreciated.