How are you experienced Revit folks showing seismic joints in the model? I don't have to do this myself, since I'm in the MEP world. But I know the proper way is not to draw a wall where the joint exists just to show the dashed line in the wall up thru every level in the building. Which is what I've recently seen done.
So, in the interests of helping my architect friends rather than just whining about poor modeling, what would you suggest? The goal is to have a heavy dashed line indicating the joint that only needs to be modeled once for all levels of the building and have visibilty control even thru linked models.
So that rules out symbol lines.
That also rules out model lines unless there's some way to draw the lines on the base level and have them show up on all levels (plan view only, perhaps RCP?).
At this point I'm stuck.