Thanks, you got the gist of my post.  Kinda frustrated by all the manual
massage required to make these peculiarities perform.  I know instances like
sidewalls and pendent in the same soffit with overlapping areas must be
manually edited. But things like stabbing a 5' branchline off a main to get
a head somewhat into the center of a room, would your software know the
coverage for that head based upon the area of the room and/or it's listing?
I guess we're not there yet.  I can do most of what you're doing (I think)
with revit and fire, with the obvious inability to stocklist and fab.
So you can just specify your required flow and pressures out of the hose
valves and run a calc on the system with a pump or outside pumper?  This
will tell you your flow and pressure requirements?
Interesting.  Standpipe calc's have historically frustrated me I think
because I do so much testing in the field and many don't work and the
engineers (small e) always say they ran calcs.  Mine seem to work fine by
assigning a large K factor (50 for 500 and 25 for 250) and specifying a 100
psi residual pressure and running them either through a pump or to the
building's pumper for an outside piece.

Another query...
I was looking over a set of drawings (drawrings, george) prepared with
hydratek for a 20 story Marriot I have to set pr spkr. and hose valves on
next week for a client and it seems the program shaves off the incoming
street pressure to lower the pump's discharge to keep the specified
differential across a spkr. p.r. valve to a required minimal discharge
pressure based upon the sprinkler flow and pressure required.  Does this
make sense?  He's in for a big surprise once we get started.  Also, it flows
through both checked-off p.r. floor controls which I think is operator
error.

I'm just curious how other programs think, maybe it's time for a move.

Tom

-----Original Message-----
From: [EMAIL PROTECTED]
[mailto:[EMAIL PROTECTED] Behalf Of Travis
Mack
Sent: Sunday, October 21, 2007 1:00 PM
To: [email protected]
Subject: RE: Sprinkler Design Software


Tom:

I will try to answer the questions as I think you are asking them.  I use
AutoSprink for the majority of my projects.

>>How does your software assign individual areas of coverage to your heads
within your design area (and outside for that matter)?<<

I assign an area of coverage for all of the heads in the remote area.  If I
want different areas of coverage for individual sprinklers, then I have to
manually assign that to each sprinkler.

>>Does it automatically determine the centerline along the pipe between
heads and branchlines and distance to walls and obstructions?<<

The piping distances are included in the properties of the pipe.  I have to
manually figure distance to walls and such if it is atypical.  Hydratec has
a tool that will assign the area to a sprinkler by picking the walls and
adjacent heads.

>>Does it assign the MRA?<<
You must pick the area to be calculated.  With AutoSprink, I can put
multiple remote areas on the drawing and then just have it leave the most
demanding area.

>>Calculate actual minimum densities based upon actual areas?<<
If you give it the actual area per sprinkler, it will meet the minimum
density you prescribe

>>Will it increase the residual to meet density?<<
Yes, if I understand correctly what you are asking.

>>Peaking within the network?<<
I believe that automatic peaking with all of the programs only works when
you have typical spacing.  If you have atypical spacing, then you have to
manually peak it.  That is where AutoSprink is really nice.  I just put 6 or
so remote areas on the grid and tell it to keep the most demanding.  I can
show the others as a "proof calc"

>>How about standpipe hydraulics?  Are you (like me) faking a valve into
thinking it's a head?<<
In AutoSprink, I just set the hydraulic properties of the valve to 100 psi
at 250 gpm.  I don't need to create an arbitrary K-factor.  AS is also very
nice when you have factory set pressure reducing valves.  I can set up
"check point gauges" and it will tell me the incoming static and residual at
any point I want.  This can be used to provide the factory information for
the valves.

I hope this provides some of the answers you were looking for.

Travis


-----Original Message-----
From: [EMAIL PROTECTED]
[mailto:[EMAIL PROTECTED] On Behalf Of Tom Duross
Sent: Sunday, October 21, 2007 7:08 AM
To: [email protected]
Subject: Sprinkler Design Software

I have a(some) question(s) for you third-party software users/designers (ok,
layout technicians).

How does your software assign individual areas of coverage to your heads
within your design area (and outside for that matter)?  Does it
automatically determine the centerline along the pipe between heads and
branchlines and distance to walls and obstructions?  I've been doing it
manually for years now and it's an arduous task and I'm wondering if any
design packages have designed an automatic method for this.  Does it assign
the MRA?  Calculate actual minimum densities based upon actual areas?  Will
it increase the residual to meet density?  Peaking within the network?

Same question for the spacings and 1.2 square root rule.

How about standpipe hydraulics?  Are you (like me) faking a valve into
thinking it's a head?

I'm just kinda tired of having to determine all this stuff manually, we
knocked this around over a year ago but software is constantly improving so
I thought I'd bring it up again.  Besides, it's kinda quiet around here.

Tom Duross
Go Red Sox!!!
Vanilla CAD and Fire



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