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All I want is a code clarification so I can follow code.

These are all Importance cat 1 structures. Baseball backstop poles, Driving range poles, landfill nets, etc. That's one of the other reasons I would be ok with dropping the load less than 10 psf. Life safety is usually not an issue (when ice on wind applies), the owner does not want to pay to...

There are several ways of doing this. I do not like setting the reference plane, i've run across problems doing it this way. As you mentioned, the members come in on an angle. I'm new to revit as well, but you can try this: Create a roof (use either roof command or structural floor command)...

Foundations and supporting members for netting structures, such as driving ranges, baseball fields, etc. Paddington, you are saying to use the Vc given in fig 10-2 (which gives you lower than a 10psf load) and the min does not apply? Mike, you think the 10 psf min applies? IMO, I think you...

Ahhh, dyslexia is mother...Sorry That would be wind loads on ice covered structures

Hope somebody can help me with another issue the code fails to clarify. At least it isn't clear to me. In section 10.7 of ASCE 7-05 (wind on ice-covered structures) 1. states Vc shall be determined from figures 10-2 - 10-6 which are wind maps. These wind loads avg 30, 40, 50 mph. 7. states...