Has anyone had success in effectively coordinating sprinklers in medical office facilities in Navisworks?
Those I've spoken too say it's very time consuming and difficult to do since we are asked to be involved but usually are at the bottom of the priority list.
In Hydratec, it seems our best way has been to specify one (1) elevation point then work your way around and then riser nipple command because of the numerous up/down/over/arounds and lots of aux drains.
It seems as though the architects have lessened the amount of space for the mechanicals to run in because of this BIM/clash system.
Just looking for tips or recommendations on ways to be better about this. Thanks in advance.
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