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Re: LOAD - Golf Tees

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> > Bruce Resnick wrote:
> > We are designing a two-level tee line structure for a golf driving range.
> > The question has come up as to what is the appropriate live load for
> > such a case.  The Code does not address it.
> > Since the tee areas are cantilevered 12' with a 7' backspan,
> > the live load is a considerable issue.
> >
> > If anyone has desgined one of these, and can give us a design load precedent,
> > I can probably sell that to the Building Department.
It could be like an area generally accessible to the public, like
playgrounds, terraces, etc.  If so, assembly areas of 100 psf is