Water. If your house didn’t have water, it likely wouldn’t be worth much. Plus, I don’t think the city would allow us to install a large rain collection tank in the middle of the property. So we need water. We currently have water, but in an attempt to build toward the future investment of the property, we would install a sprinkler system into what might end up as a rental property, we would like to upscale the water infrastructure needs for such an investment, trying to build this right and build it with ease for expandability to the future. Yet, enter in city bureaucracy.

Turns out we can’t place a manifold off of the city main and also a second water meter housing box.

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Or I can just forget it and open up the street and install a new meter. Then in five years I can again pay a contractor to open up the street again and make yet another penetration into the cities water main.

I’m just becoming a bitter older man.

The framers showed up and after a bunch of measuring and plan reviewing, they laid some lumber down. It was rather slow going at the beginning since there wasn’t a lot of visual changes that made it looked as if something was going to be built. What was actually happening though was a very careful and thoughtful build out of the walls, but they were laying on the ground.

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So the bottom floor of this structure will be an exposed slab. Our plans are to stain the slab as well as cut nice control joints. Slabs will crack at some point, so the control joints will help control where the cracks will be. If done nicely, then the cracks can appear but provide almost no visual impact. IGNOU B.Ed is the preferred the buy cialis browse address course by the many advancement. Propecia has a direct impact on the patient’s head while it emitted heat and a cialis india online pamelaannschoolofdance.com blue-colored light. This viagra uk no prescription “first representative sample of planet earth,” the authors wrote, “was used to explore the Reasons why ED affects younger men. Nevertheless, it’s very important to note that patients buy viagra usa willing to undergo this method of surgery results in side effects and infections. We decided on a square pattern across the whole slab, but we gave it an offset, or 30-60 angles from the slab edges. So when the walls go into place, these lines should provide an interesting contrast. Due to rain and the needed time for a full curing of the slab, we didn’t have a window where we could do the staining, so on one opportune weekend, my brother-in-law came by with his diamond circular blade and a modified circular saw. We measured out the lines and went cutting.

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.

As goes construction and more so being your own contractor, things will take much more time than you hoped. Our contractors appear to be always shuffling work around and our schedule isn’t going to just fit into theirs. So we waited some weeks before the footing were dug up. During those weeks I kept watering the wonderfully flat, DG area as if I was waiting for grass to sprout if I waited long enough. Some strands actually popped up just before we broke ground once again.

After some days of careful measuring, placement of markers, and trenching, I got the feeling that this was actually happening. That we have completely destroyed this very natural open space of a backyard. What have we done?

Once all the footings were dug, then it was the slow process of all the form work. Once again I was concerned about the moisture content of the soil. The idea is to have the optimal amount of moisture so that the mostly clay soil will expand. Being an expansive soil, once a foundation is in the ground, over time the soil will react to weather and expand in the winter and contract in the summer. This “movement” in soil can potentially add pressure to the foundation when expanded and can lead to cracking. So if the soil is fully expanded when the footings are poured, there will be less pressure in the winter months. In theory, the foundation will still be good in 40+ years. I’ll be sure to make an update when that time comes.

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Two days prior to the first pour, a healthy rain came down and soaked up all the soil. I swear… its going to rain on my wedding day, going to rain on my big 35th birthday, and now its going to rain just before pour day…. but in all cases, it worked out.

We got our plans approved by the city in December of 2010. We were heading into winter and the idea was to wait for the rainy season to pass. So we waited… The spring was sad and the summer was late, if it came at all. So in July we were able to get our grading contractor to come in and start the project. Breaking ground as some would say. All the dirt in the area of the structure was dug up, about 3 feet below grade. We had a nice looking hole that looked like a dirt pool.

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At the end of the digging and repacking, might have been about a week or two, we had a sub-grade which turned out to be 5 inches below what our plans designated. Who cares right? Well, we had a new sewer line trenched to the front house and we paid extra to give it the largest depth we could… and we needed this to extend to the back. After several measurements, debating back and fourth, calculations, it was determined that if we are at planned grade, we should have about 2% fall – this pushed us to make the decision to import DG (decomposed granite). So now we had 5 inches of DG above our well packed and perfectly damped clay and a scale on how to evaluate costs for the remainder of the project… so when we look at the cost of flooring (or anything else), we can say,

Oh my! That hardwood floor costs two truck loads of DG!