Your scenario, which sounds like exposure protection, is likely not going to be 
achieved using closed sprinklers and should instead be using deluge.  Why not 
provide a fixed water spray exposure system using open spray nozzles in 
accordance with NFPA 15, FM 4-1N,...or API RP 2030 Sections 7.2.2 and 7.3.12 
alleviating the need for dry sprinklers altogether?  Since the title of this 
thread says ethanol unloading, does this project fall under the purview of API? 
 API RP 2030 (and other documentation) has quite a bit of information about 
fixed water spray in the petrochemical industry.  Does the owner have their own 
specific guidelines/standards that must be followed over and above 
locally-adopted codes and standards?  In my experience, most do.

Good luck,


Ryan L. Hinson, PE*, SET**  \  Burns & McDonnell
Senior Fire Protection Engineer
O 952-656-3662 \  M 763-688-4045 \  F 952-229-2923
[email protected]  \  burnsmcd.com
8201 Norman Center Drive, Suite 500  \  Minneapolis-St. Paul, MN 55437
*Registered in: LA, MD, MN, PA, TX, & UT
**NICET IV - Water-Based Systems Layout



-----Original Message-----
From: Sprinklerforum <[email protected]> On Behalf 
Of Ben Young via Sprinklerforum
Sent: Wednesday, September 2, 2020 12:59 PM
To: 321 via Sprinklerforum <[email protected]>
Cc: Ben Young <[email protected]>
Subject: Ethanol unloading exposure protection

Does anyone know where I can find some criteria (preferably in FM Global data 
sheets) on how to provide exposure protection on the exterior of a building 
wall  using dry sidewall heads?

I have an insurance company telling me to do this but they didn't give me a 
basis of design.


Trying to stay away from foam since to my knowledge there are no dry sidewalls 
listed for discharge devices and I don't want to deal with containment.

Benjamin Young
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