I am designing my roof for a 15' x20' pumice cob house. I was contemplating reciprocal roof (yes J I am a newbie DYIer) I am planing on a copper sheet roof (yes it will have expansion joints), with insulation Pumice or pumice cob.. (worried about the weight). I have read the book RECIPROCAL FRAME ARCHITECTURE it has great load/span information, but not about specific types of wood. I was thinking of using 5" hard wood saplings, but I also have access to a lot of crowded white pines on the edge of our property They were planted in the 60's supposed to be a christmas tree farm sponsored by the state.. but the state supplied the wrong trees. so the 1 acre lot was never harvested as christmas trees and allowed to grow very crowded, and now that they are reaching maturity they are getting to the point when wind blows them down, they pose a threat to our neighbors driveway. We have to thin them, and allow other things to grow there. I have heard that the knots all over white pine makes them too weak for heavy structure. I read somewhere on Permies about a resource for strength of different timber, but I can't find it, and I think I recollect that it was for vertical strength. If I use the white pine as sawn beams and rafters will I get cracking and load failure? Should I stick with the saplings ? If so, how long do I have to dry them after debarking them? or can I use them right away? Thanks for any and all info..
And J I am one determined woman, don't bother telling me not to attempt it. I plan on learning tons, and this as all of life, is an experiment... which means I will throughly enjoy it, which is the reason I am doing this crazy endeavor.
