charliealphabravo
Structural
- May 7, 2003
- 796
I am looking for design specifications for a wood quonset that was built 30 or 40 years ago (about 1975) in central Alberta. It has 2x6 glulam ribs and plywood sheathing. The ridge peak comes to a slight point and is not the usual round profile.
I am wondering what the snow load capacity might be and if the original design assumed that snow would slide off. I am also wondering if it was usual to use asphalt shingles or if the original roof might have been smoother to allow more effective snow shedding. I think the minimum roof pitch might just be 2:12 so perhaps shingles were acceptable.
Thanks in advance
I am wondering what the snow load capacity might be and if the original design assumed that snow would slide off. I am also wondering if it was usual to use asphalt shingles or if the original roof might have been smoother to allow more effective snow shedding. I think the minimum roof pitch might just be 2:12 so perhaps shingles were acceptable.
Thanks in advance