Posted By jdebree on 07/26/2008 11:24 AM
My house design is pretty much done (in SC, no less) so what would be the next step? Does the steel SIP manufacturer make the panels to fit my design? Are steel sips load bearing, or do I need to find another way to hold my 2nd floor up? The only 2 story walls are on the gable ends; everything else is under the roof, which is 12/12 on the main gable, and goes to 4/12 over the wings and porch. Would SIP's be prohibitively expensive for the porch roof, or would I be better off using conventional framing? I have over 800 sq ft of covered porch on a 1200 sq ft house, so I need to keep the costs down. Needless to say,I have a lot of questions about steel SIP's!
"Prohibitively expensive" really depends on how fat your wallet is, but I think the question is whether the payback is there. If the porches are conditioned, it may be a good idea. If they are unconditioned space, SIPs are expensive without offering much benefit. For conditioned spaces, a SIP roof will generally be more expensive than a conventionally framed uninsulated roof with an attic and blown-in insulation on the attic floor. But in my opinion that's not a good way to build. You want the insulation and air sealing on the roof, not on the attic floor. So when comparing costs, compare it to other insulated/sealed roof options, of which conventional framing with spray foam under the roof deck is the most common. At that point, the cost gap is much narrower. If you want a cathedral ceiling or livable attic space, you have to use rafters instead of trusses, which tilts the balance further toward SIPs, since they are themselves structural and need less framing underneath them than a spray-foam roof deck. Often a ridge beam supported by your gable walls is all you need, leaving the space below the roof completely open. (This depends on spans, of course; you may need additional support.) The beams can be left exposed and stained/painted to become an aesthetic feature in a cathedral ceiling.
Steel SIPs are load-bearing. No worries there.