But don't you think that "underside of baseplate" is a better/more
useful description? That definition clearly places the concept within
the realm of mechanical equipment location (which is much closer to the
piping discipline) and not the civil engineers. You don't want to start
mixing metaphors with concrete designers on a big project unless the
intent is to cause useless inter-departmental meetings wherein the
piping guys most always win. And then have to politically smooth
everything over for continued overall project group harmony.
"Underside of baseplate" (not T.O.G.) should always be at elevation 100'-0", except for special cases. If there are enough questions as to why and I feel like writing, I'll explain later. Or maybe someone else will chime in.
Paul
> We use the term TOG (Top of grouting) to avoid such confusions.
>
> Have a nice day.
> -Mandar.
> This reminded me of the old "Top of Concrete" vs. "Underside of
> Baseplate" issue. T.O.C. used to be (and maybe still is) a common
> abbreviation on engineering drawings. But top of concrete is not
> important - what is important (for piping installations) is the actual
> elevation of the underside of the machinery's baseplate, because
> levelling grout exists between the top of concrete and the underside
of
> baseplate. The thickness of the grout can vary. Anyone have any
> additional comments on this?
Received on Sat Mar 06 00:37:00 2004
This archive was generated by hypermail 2.1.8 : Tue Mar 04 2008 - 11:40:33 EST