I feared such a response may be forthcoming.
Regarding what I was hoping to achieve: I was hopeful that I would, ultimately, be able to create a "master schedule" (so-to-speak), that listed all my foundation types (or maybe even instances), the associated rebar (including quantities and weights), and the associated anchor bolts (including quantities and weights). As you noted, this could, theoretically, be mimicked via multiple schedule, sorted and formatted similarly, side by side. However, that really doesn't have the functional capacity I'm looking for.
It seems for now, I may just have to settle for having separate schedules as I do not think expanding to additional software is an option, given required investment.
On that note, a few questions:
1) In the Structural Column Schedule, there is a schedulable parameter labeled "Estimated Reinforcement Volume". Do you happen to know how this is calculated? It seems as though it is dependent upon rebar that is hosted to the column element. However, I am not finding that this volume accurately matches the total volume shown, per foundation instance, in the rebar schedule. I am not certain what is causing this discrepancy between matching elements/rebar arrangements (I copy and pasted the original instance and this issue appeared)
2) Other than using the instance based "Mark" property of the structural columns, is there a way to identify the host element, or other host properties, in the rebar schedule? Maybe this is where shared parameters come into play?
Thanks in advance for any help.