4/2/2024 0 Comments Precast concrete pier blocks"rebar" for uplift? Let me ask these questions. stamp can override "code" in every instance in construction, but we have determined that the math within the code is good so unless we have some particular circumstance that would require special design, code spec works. There is actually everything you need within the code, but it would have to get read. To answer your questions vaguely, code will drive the footing design based on many factors including soil type, load, and type of loading. You are literally leaning on a building inspector for building advice? Do you also get medical advice from your gardener? It gets incredibly frustrating to read threads like this, knowing this is just another "wing it" project. He didn't suggest any cross bracing or purlins across the rafters. Rafters will be supported with joist hangers on the ledge, and lying on top of the beam secured by hurricane ties. I'll have a 2圆" ledger opposite that attached to the house, and 2圆 rafters 24" OC. So the plans will be to support the structure with the 4 4x4's, and double 2x8's on top as the beam. What he ended up suggesting was that I bury the 4x4's to a depth of 24" (frost line is 18") in gravel, with a piece of rebar through the bottom to resist uplift. So short version, I'm not going to get hassled by the inspector :smile:īut I want to do it right. He also told me that I should be able to get the whole thing done by the weekend-before the permit is issued. I thought he was joking when he seemed to think that the structure wouldn't see much wind. He approved my plans, and basically said I could do what I wanted. ![]() This is on the southern potomac in VA.Īnyway, met with him today, and he honestly didn't seem to have much of an idea of what's going on. ![]() ![]() Actually, the user name is no longer indicative of my location.
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