Chris,

Is there any particular reason that 12.2.2.1.2 doesn't apply?

Seems to me your storage is less than 12' high, which sends you - 
eventually - to table 12.1.10.1.1, where there's a series of protection 
methods for Group A plastics < 12' high. 

What you end up with for Group A, solid (unexpanded), exposed, storage 
5'-0" or less has a density requirement of 0.20 gpm/sqft over 1,500 
sqft.  That would most likely be not nearly as demanding as your 25/35 
rack storage. 

That's the way I'd approach it.
PARSLEY CONSULTING
Ken Wagoner, SET
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Chris Cahill wrote:
> I got a loading dock in a freezer.  It's open to an area of 25' rack
> storage.  All plastics, including exposed small totes.  The HPS design is
> rather straight forward.  My issue is the loading dock.  Would one normally
> call a loading dock storage in accordance with '02 ch 12?  It's too large an
> area to call misc storage because of the 4,000 sq.ft. (it is under 10% of
> the building).  
>
>  
>
> Normally the question doesn't make a difference.  But in this case I have a
> 35' building.  So 5' in a 35' building causes 12.2.3.1.5.2 design for 20'
> clear.  Thus I look at the plastics table and have a 0.85/2600 density
> (15'/35', group A, non-expanded, exposed).   And because it is open to the
> racks I get to carry this density over the racks for 15' which should make
> the balancing of the in-racks fun.   Did I mention this is an existing
> situation?  Probably can make it work with the existing supply.  But will
> need to tear out the whole thing including the PA valve and protecto wire. 
>
>  
>
> This is where the code seems to take me.  Any suggestions on is this right
> or a better way to look at it that doesn't get this costly?  
>
>  
>
> Chris Cahill, P.E.
>
> Fire Protection Engineer
>
> Sentry Fire Protection, Inc.
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>
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>
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