Re: It begins!
I poured my footing for the foundation today. This was my first time working with concrete, so I wasn't sure what to expect. I decided to have it delivered. It took 1.7 Cubic Yards to put a 12 inch deep, 16 inch wide footing down. I'm glad I paid the extra cash to have it brought in.
The company pulls curbside, so we had to wheel it to the back yard. I recruited two helpers. It actually went fairly quickly. Twenty minutes, and he was gone. The concrete was much thicker than I had anticipated. They told me the concrete for footings is typically much coarser and stiffer than other applications, and that watering down any makes it weaker.
I had set up some wood frames above grade to act as a remote screeding system, similar to what Dick built. Dick's was built much better, mine didn't work as well. I think the coarseness of the concrete made if fairly difficult to work with. All in all, it went well. If I had to do over, I would push in pieces of rebar (vertically) periodically in the trenches to use as level guides, as Chuck mentioned above. As I've been told, their will be plenty of opportunity to level out as I build up.
I did end up using rebar in the footing. It seemed to be relatively inexpensive. I had received mixed advice, so I went the conservative approach.
Time to order some blocks!
I poured my footing for the foundation today. This was my first time working with concrete, so I wasn't sure what to expect. I decided to have it delivered. It took 1.7 Cubic Yards to put a 12 inch deep, 16 inch wide footing down. I'm glad I paid the extra cash to have it brought in.
The company pulls curbside, so we had to wheel it to the back yard. I recruited two helpers. It actually went fairly quickly. Twenty minutes, and he was gone. The concrete was much thicker than I had anticipated. They told me the concrete for footings is typically much coarser and stiffer than other applications, and that watering down any makes it weaker.
I had set up some wood frames above grade to act as a remote screeding system, similar to what Dick built. Dick's was built much better, mine didn't work as well. I think the coarseness of the concrete made if fairly difficult to work with. All in all, it went well. If I had to do over, I would push in pieces of rebar (vertically) periodically in the trenches to use as level guides, as Chuck mentioned above. As I've been told, their will be plenty of opportunity to level out as I build up.
I did end up using rebar in the footing. It seemed to be relatively inexpensive. I had received mixed advice, so I went the conservative approach.
Time to order some blocks!





I'm about 1/4 way done. For my first attempt at using block/mortar/concrete, I am glad that I am underground and none of this will be seen. It does not look very professional.
I also debated the sealer. It's certainly added insurance against water infiltration, especially if you're in an area with poor drainage. If by "does not look very professional" you mean that there may be some gaps in your mortar that would allow water into the block cavities, then personally I would seal it. Knowledgeable people I trusted told me that it would be unnecessary for my wall, so I ended up not using it. As long as you're using a jointer tool to strike the joints (see pic attached), you shouldn't need the sealer. Just my unprofessional opinion!
. Pretty happy about that!
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