So the first pour was only for the footings. The footings go about 2 feet… actually as I write this… I’m questioning it… but lets just say two feet into the ground. So the outer perimeter is this two feet of concrete with rebar (reinforcing bar or reinforcing steel). There is also some smaller depth footings inside the structure which I think are called grade beams. I really should have been paying attention when all this was happening. So after all that was poured, the crew started working on all the rebar for the actual slab. Below the rebar was a layer of sand and below the sand was gravel.

Once all this work was done it was time to bring in the concrete trucks once again. The larger pump truck was not used this time, but instead a smaller one for the amount of concrete was going to be pour a little slower. It turned out the day for pouring was the hottest day of 2011 for us. The crew showed up extra early in the morning to make sure they start working at the scheduled 7am. Some extra hands were brought in to help do the the flat work.

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So the foundation was poured, but the concrete still had to cure. In an effort to keep an even setting of the concrete, I had to keep the concrete wet. So once again I was out there watering away for about a week.Once the last of the remaining form work was removed, the foundation was complete.

So we were ready for the framing crew! Instead we had more waiting…. The crew would start a few weeks later in November.