Hmm. If the business portion of the occupancy is incidental to the
residential use of the building, as in a cafeteria serving a dorm, then you
drag over the couple items of #13 that 13R references for areas outside the
dwelling units. If it's a restaurant serving the general public but located
in a hotel, then the design is to #13 for the entire building- unless its
two buildings within the definitions of building separation in your
applicable building code. In either case, the riser is sized by the
hydraulic demand.

I cannot imagine where you'd have a situation where the backflow preventor
is dependent upon 13 or 13R. In 13D you could omit the BFP in certain
instances, but that doesn't seem to be in your question. Why would the
occupancy change the need for backflow prevention in your mind? Water still
sitting there stagnant.

glc

-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of Karen Purvis
Sent: Wednesday, August 12, 2009 10:06 AM
To: [email protected]
Subject: Mixed occupancy

These probably are questions everyone knows the answers to but I can't find
the answers:

 

1.      If you have a mixed occupancy (residential & Business) and your
design is a 13R does your riser need to be at least a certain size or just
large enough to serve the hydraulic area?
2.      Because there is something other than residential in the building
would I not need a backflow on the riser?

 

Karen Purvis

Senior Designer

Facility Systems Consultants

713 South Central Street,

Suite 101

Knoxville, TN 37902

ph.865-246-0164

fax 865-246-1084

 

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