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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
justified.