I am only designing the foundations for the structure, so all I wanted was some "rough" dead-weights for the roof trusses. The trusses will be 2-ft c/c spacing with 19 psf snow load and 20 psf wind-uplift. I am going to assume a dead weight of 1100 lbs/truss (includes bridging members). Roof sheathing, shingles, etc. will be calculated separately.