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1
- #1
mijowe
Structural
- Feb 3, 2003
- 204
I have been ask by an owner for the number of inches of snow fallen on a roof that should trigger its removal. This is for a building that I designed and was recently completed.
The simple answer is to provide the snow load I designed for, in psf not inches. I feel like I have not exposed myself to more liability if I define what I designed for. Without getting compensated I do nto want to make a recommendation for their snow removal plan, and I also do nto want to provide a conservative number that would have them cleaning off the roof more that necessary (it is a fairly large roof).
I have never been asked for this and am curious how others address the question.
The simple answer is to provide the snow load I designed for, in psf not inches. I feel like I have not exposed myself to more liability if I define what I designed for. Without getting compensated I do nto want to make a recommendation for their snow removal plan, and I also do nto want to provide a conservative number that would have them cleaning off the roof more that necessary (it is a fairly large roof).
I have never been asked for this and am curious how others address the question.