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Foundations |
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| Q: I would like your professional advice on doing the foundation for our house during this time of year (fall/winter), we're on the east coast. I've heard that there isn't any need for concern on my part, because the foundation contractor can add some special mix into the concrete when he's doing it so that the freezing temperatures won't cause future cracking. It's going to be a block foundation. I appreciate any advice you can provide me with. A: While it is true that concrete foundations are installed during the winter all the time, it is not true that there is no need for concern. It takes much more than just a little admixture to insure that the concrete is properly cured and durable for the long run. Also, block walls are much more susceptible to cracking than poured in-place concrete. So, that worrisome warning aside, I suggest you focus on two considerations. Q: I am building a house in myrtle beach, SC. The house has wood frame, aluminum siding and brick veneer front. My wife wants to build a 3 foot concrete walkway around the house I proposed this to the builder's superintendent and tells me that when it rains the water will stay on the concrete and rot the siding and could cause us a problem with termites and mold which is a problem in this market. Is this true??? Q: I would like to know what the difference is between a slab foundation vs. a stemwall foundation in house building? Also what are the advantages and disadvantages in them both? A: (Kelly) A slab foundation is so-called because it creates a slab of concrete (usually between 4 and 6 inches thick) that can be used as a base for the first floor of a building. The edges of this slab are thickened and reinforced to serve as a foundation for the building as well, so that in one monolithic pour, both a foundation and and floor are created, with obvious advantages. A stemwall foundation is usually created just around the periphery of a building and serves solely as support for the walls that are built above it, and perhaps as basement walls. This type of foundation must be dug down into the ground to get below the frost level in your area, whereas the slab can be much shallower. Q: I am building a small home and would like to avoid pressure treated wood at all cost. I have been planning on using cedar for sill plates. Have you heard of doing this? Are there reasons why this is or is not a good idea? The concrete foundation walls will extend at least 18-24" above grade when I am finished. A: Cedar is a little soft for sill plates but it's not a ridiculous idea. Best to see if you can get “structural grade” cedar. With your foundation walls that high out of the ground you might be perfectly safe using doug fir as long as you use a foam sill sealer between the plates and the concrete to prevent condensation. To be doubly sure, paint the sill plates with Boron solution or a good anti-fungal paint. Q: Do you have or know where I could get a step-by-step how-to on building Stemwalls? A: Get a copy of Homing Instinct by yours truly. I think I included an illustrated step by step of that very exercise. Q: We are looking at building a papercrete house on a rubble trench foundation. Everything I read says the foundation needs to be below the frost line. Frost line is 36" in our area. The question is, I did some test digging where we want to build the house is and at 24" I hit solid shelf rock. Can I build my foundation on top of the shelf rock or should we consider a different type of foundation? A: (Kelly) I suggest that you go down to the bedrock and call it quits on digging. The reason to get below frost level is to avoid the potential of upheaval from freezing soils. Well, if you are down to rock, this is not going to be heaving upwards, so you don't need to worry about it. Just go ahead with your rubble trench foundation from there. Q: I need the formula for finding how much concrete I need for a slab. Can you help me? A (Kelly): To find the volume of a concrete slab, you multiply the square feet of the space (length X width) by the thickness of the slab in feet (6" would be .5'). So a 30'X40' slab 6" thick would be 30X40X.5=600 cu. ft. Then you need to convert this to cu. yards by dividing it by 27, so in the case above, it would be 600/27=22.2 cu. yards. Q: I'm building a house and have a question about how to build the front entry. The first floor joists are 2x12 which sit on the sill plates on the foundation walls. When I grade the area in front of the house, I will have the dirt at least 4-6" lower than the sill plate level to keep clear of termite or rot problems. My question is: what do I do for the entry? Is it standard practice to pour concrete steps right against the sill/floor joist bands? It seems that this would create moisture & insect problems. What are the standard practices for this/ other ways to get into the house? |
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