bebster
Platinum Member
- Joined
- Jul 13, 2003
- Messages
- 527
- Location
- Cape Cod, MA
- Tractor
- JD 4410 eHydro & 430FEL w/ 4N1 bucket & pallet forks
I found that the stepped footings were the most difficult. Had to construct forms in a stepped manner. I've attached a sketch of one such step that lowered the foundation wall 25" (as the walkout section became exposed above grade).
I used a 2' wide step but varied the height as needed. In reality, I found it was better to make the step width 23 1/2" since the concrete wall form panels come 2' wide, and it's better for the panel to hang over a step rather than come short, so that the next panel can drop down beside it to the next step.
Excavating under the step is tricky so as to get the bottom of the footing correct without disturbing the virgin soil at the bottom, since it's not really possible to run a plate compactor on the step without causing a cavein.
I used the vertical rebar as dowels to lock the wall onto the footing when that was poured.
I used a 2' wide step but varied the height as needed. In reality, I found it was better to make the step width 23 1/2" since the concrete wall form panels come 2' wide, and it's better for the panel to hang over a step rather than come short, so that the next panel can drop down beside it to the next step.
Excavating under the step is tricky so as to get the bottom of the footing correct without disturbing the virgin soil at the bottom, since it's not really possible to run a plate compactor on the step without causing a cavein.
I used the vertical rebar as dowels to lock the wall onto the footing when that was poured.