The condo project is a 12 story post tensioned concrete frame structure with
CMU exterior walls. These CMU walls sit on the edge of the concrete frame.
These walls are floor to floor walls, not a continuous wall the entire
height of the building.
I guess my question is would modeling the condo be easier to have one
continuous exterior cmu wall that is attached to the 1st level and the roof
level, even though it interesects the concrete slab,,or should i have
seperate exterior cmu walls at each level.
You can assume that all the levels are the same layout and i would be the
only person working on this project since i am the only one in the office
diving head first into Revit.
Thanks for you input,
Mark
wrote in message news:5971820@discussion.autodesk.com...
how are you approaching the interior/core vs the exterior/shell?
if the shell will be one model that is ~ independent of floor content, one
wall makes more sense, but has some potential problems still.
if each floor has an impact on it's shell, then having individual walls
means you can edit it's shell w/o monkeying with someone else working on
another level.
in *general* i've found that walls/curtains that are their own entity should
be one unit, where as walls/curtains that are working with a floor should be
floor to floor.
now, depending on how they're being constructed, you may need/want to group
several floors together, i.e. a precast first 2 floors with a studs higher
up, you'll want the precast as one unit (possibly as individual walls per
piece of precast)
in short, we need a lil more info on materials, and how things work.