Finally broke ground a while back on a two level garage/workshop 24 x 32. The ground is sloped so that the shop floor is even with the yard and the driveway is sloped so that you enter the garage below. The front wall (yard level) is cement filled block about nine feet high. The rear wall has two courses of block on top of the footer. Last week I placed a pressure treated sill plate on top of the rear wall block and built a 2x6 wall with sheathing. Just yesterday I read something about the need for a capillary break to avoid wicking moisture up to the plate. I did not do that. Am I going to be an unhappy camper 10 yrs down the road? Also, is there a need to put a capillary break under the remaining sills. The 24' floor trusses arrived today and I plan to set them this weekend. I would surely appreciate hearing from someone out there that knows about it. Thanks
