Groups or links? Or something else?
EDIT – Some additional research:
1. Model groups for Floor Plates is a bad idea. Between Editability issues, Canvas editing mode, reconciliation issues, etc, its almost a given that the groups will eventually fail. Links- while more complicated- are much better suited for tall buildings and floor plates. Groups are also a lot heavier to work with, when you have something that large, and a large number of them.
2. As for how to model walls? i model the walls based on the intent of the walls. If its an exterior facade wall, and my intent is that the wall is 70 feet tall from the ground level, i model it 70 feet tall, from the ground level. If that happens to span 5 storeys so be it. A wall on the interior OF a floor? It DOESNT span multiple storeys. The only case you can make for interior walls spanning multiple storeys in revit, is really Shaft Walls. Even then, we dont do them this way, since groups for small things like Cores handle any alignment issues.
However, Navisworks isnt even a consideration. If youre doing any kind of real coordination in navisworks, youll be exporting to NWC in multiple segments anyway, so it doesnt even matter if you model the walls full height or storey by storey. Ive got an 11 floor building where the facade is modeled full height, and i still have everything (facade included) broken up in Navis Level by Level. Revt Section boxes and multiple export views make this a cinch.
Wall- Storey by storey or Multi-level – Page 2
The other issue with floor plates is it becomes too big of a group. Rooms (imho) are the perfect sizes for groups, so yes… We use Groups inside of Links. A few key things about groups:
1. They dont always check for item editability rights until you hit FINISH group…
2. Everything gets lost fi you cant succeed in finishing the group.
3. They break apart often if they have conflict resolutions
I did an AU class on using Links as a replacement for groups in taller buildings. The handouts are on my blog. I even talked about a slightly unconventional approach we use with a single floor plate and Design Options, which makes it so you only have one floor plate modeled, for all variations in upper floors. It works fine, as long as you dont try to use the upper plate models as Room Bounding. Its not an issue for us, since we put our rooms IN the Upper Plate model, for those floors. The only other drawback to it is it cant be Space Bounding (Room Bounding) for MEP, either. Room Bounding properties of linked files do not respect any option other than Primary, since Linked File Room Bounding is a File Type selection and DO is a view selection.
Best Practices for Groups in High-rise Tower Models