So, does this mean we can't install shell systems in spec buildings because
we don't trust them to store other than what the shell is intended for?

As I understand it, you're proposing EH2 over the entire, when a localized
protection scheme might address the localized hazard of one trailer? How far
could the fire go? Quite different than the modular home plants where you
have tinderboxes with roofs 5 to 10' apart across 50~150,000 SF of area with
combustible sawdust and other commodities that do demand an EH2 occupancy
classification. But if a couple heads would address the condition, you're
left with protecting 14' rack storage of group A. 

Instead of assuming the worst, wouldn't you provide a higher (and more
accurate) service level to your customer by pressing for details? You have
some control in that they need apvd sprkr criteria and plans before
proceeding. 

glc

-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of Todd Williams
Sent: Thursday, January 07, 2010 6:44 AM
To: [email protected]
Subject: RE: trailer parked inside

I wouldn't trust them to do the flex head in the trailer. This job 
started as relocate 18 heads in an office area. I wasn't told that 
anything in the other area was included until the AHJ rejected my 
drawings and documentation. They are not giving me many details so I 
have to assume the worst.




At 04:33 AM 1/7/2010, you wrote:
>If the trailer is in the same exact spot, could a flexible drop be fitted
>coming down from the roof system and have a bracket rigged to effect an EC
>HSW pointing into the back of the trailer spraying into it?
>Then you only have the shielded area below the trailer to either deal with-
>whether its increased MRA size, a similar HSW on the side if positioning is
>consistent, housekeeping if its always clear below it**....
>
>**I agree, for ex, its dumb to sprkr under 18" hi conveyors in a FedEx-type
>sorting facility cause they CAN'T have stuff accumulate- that "stuff" is
the
>package heading for Albany. If their trailer work is inside the box, with
>staging of combustibles (assuming some plastic pc-server type of gear,
group
>A) all to the rear of it, no work or storage or accumulation under it, then
>hazard addressed as a specific obstruction without wholesale damage to the
>budget over a large area.
>
>-----Original Message-----
>From: [email protected]
>[mailto:[email protected]] On Behalf Of A.P.Silva
>Sent: Wednesday, January 06, 2010 10:52 PM
>To: [email protected]
>Subject: RE: trailer parked inside
>
>I think you're on the right track. But find out the fuel load inside the
>trailer. I would compare that with the fuel load in a standard vehicle (I
>don't think the intent is to include the gasolene in the fuel tank)in a
>parking garage (OH1) with that for the combustible interiors in a
>manufactured home assembly (EH2).
>
>Is it parked in one spot all the time, which is most likely if there is
only
>one overhead door. If so, you could design only that area + 15 feet beyond
>to the hazard you select. Hopefully, that one spot won't also be the
>hydraulically most remote.
>
>Tony
>
>-----Original Message-----
>From: [email protected]
>[mailto:[email protected]] On Behalf Of Todd
Williams
>Sent: January 6, 2010 6:54 PM
>To: [email protected]
>Subject: trailer parked inside
>
>I am looking at a project where a company will back a full size trailer
into
>a building and retrofit it with electronic equipment (think big mobile news
>truck). Only one trailer will be in the building at a time. The rest of the
>facility will be electronic assembly and 14 ft rack storage of electric
>equipment. I'm thinking I have to look at this as extra hazard group 2
>(similar to manufactured home assembly - due to the shielded fire
>potential). I am getting a lot of resistance from the architect, contractor
>and the owner that it is not that severe since it is only one truck and
only
>occupies 10% of the space. The space is wide open with no enclosures. Am I
>on target with this or over-engineering yet again?
>
>Todd G. Williams, PE
>Fire Protection Design/Consulting
>Stonington, Connecticut
>www.fpdc.com
>860.535.2080
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Todd G. Williams, PE
Fire Protection Design/Consulting
Stonington, Connecticut
www.fpdc.com
860.535.2080  
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