madstat
Well-known member
I have searched older posts on this forum it appears that standard practices for core filling your block wall foundation differ around the country.
Does anyone know what standard practices are for core-filling block walls in SE Michigan? Here are my specs:
Small 8ftx11ft addition.
10 rows of block on a 10"x24" footing with vertical rebar at each corner and maximum 4' o.c. in-between.
The first 7 rows are 12inch block below grade and the last 3 rows are 8inch above grade I plan to place anchor bolts for the sill in the same vertical core as the rebar.
I'm hoping for an answer from someone that has done something similar before and passed inspection under Michigan Residential Code (most recent is 2009). I have two questions.
1. Do I need to fill all the cores or just the ones with rebar?
2. It's such a small project, unless I'm filling the entire wall, I'll probably have to mix the block fill myself. In which case does anyone know what mix I should use? I know it should have a much higher slump than standard concrete and smaller 3/8" minus aggregate (and perhaps less?) so that it distributes easily within the block.
Thanks,
Madstat
Does anyone know what standard practices are for core-filling block walls in SE Michigan? Here are my specs:
Small 8ftx11ft addition.
10 rows of block on a 10"x24" footing with vertical rebar at each corner and maximum 4' o.c. in-between.
The first 7 rows are 12inch block below grade and the last 3 rows are 8inch above grade I plan to place anchor bolts for the sill in the same vertical core as the rebar.
I'm hoping for an answer from someone that has done something similar before and passed inspection under Michigan Residential Code (most recent is 2009). I have two questions.
1. Do I need to fill all the cores or just the ones with rebar?
2. It's such a small project, unless I'm filling the entire wall, I'll probably have to mix the block fill myself. In which case does anyone know what mix I should use? I know it should have a much higher slump than standard concrete and smaller 3/8" minus aggregate (and perhaps less?) so that it distributes easily within the block.
Thanks,
Madstat
