OP
oldironfarmer
Well-known member
There's a five foot elevation change for some side wall joints. There will be cracking.

I put a bond beam at course six. That's a row of hollow blocks with rebar inside. When it's filled with concrete it helps strengthen the wall.

I'm filling the block cavities behind the mason. Vertical rebar welded in short lifts to limit the height he has to lift blocks to lay them.

We failed to cut the side of the corner block but drilled it to run rebar through to tie the corner.
A friend stopped by with her Jeep over the weekend.

Weekends after the mortar had cured a few days is when I applied mastic to the outside of the walls where they would be buried.

We've had more rain after the mastic was applied.

I put a bond beam at course six. That's a row of hollow blocks with rebar inside. When it's filled with concrete it helps strengthen the wall.

I'm filling the block cavities behind the mason. Vertical rebar welded in short lifts to limit the height he has to lift blocks to lay them.

We failed to cut the side of the corner block but drilled it to run rebar through to tie the corner.
A friend stopped by with her Jeep over the weekend.

Weekends after the mortar had cured a few days is when I applied mastic to the outside of the walls where they would be buried.

We've had more rain after the mastic was applied.







































































































