This is based upon % of openings and setbacks to property lines and not means 
of way?

 

From: Sprinklerforum <sprinklerforum-boun...@lists.firesprinkler.org> On Behalf 
Of Fpdcdesign
Sent: Tuesday, September 25, 2018 2:52 PM
To: Sprinklerforum <sprinklerforum@lists.firesprinkler.org>
Subject: Re: Exposure protection of large windows.

 

Steve, 

 

The owner and architect had an engineer review and design/spec this system. I 
assume they looked at the building code and established criteria. However, what 
they came up with is a 74 nozzle open deluge system that has to be included 
with the sprinkler design. And the locations are not correct so I have no idea 
what the final count will be. Approximately 2/3 of it I haven’t found any 
exposure. 

 

I submitted to the contractor to send an RFI saying it is outside of the scope 
of NFPA 13. We shall see what happens. (There are other RFIs as well. 

 

Unfortunately out here, no one hires independent FPEs to prepare specs. They 
are all part of larger firms and quite a few of their engineers are plumbers 
with a copy of 13. 


Todd G Williams, PE

Fire Protection Design/Consulting

Stonington, CT

860-535-2080 (ofc)

860-553-3553 (fax)

860-608-4559 (cell)






On Sep 25, 2018 at 1:06 PM, <Steve Leyton <mailto:st...@protectiondesign.com> > 
wrote:

This is a perfect example of where the owner and architect need to step up and 
establish what the CODE requires before they ask the sprinkler designer to 
prepare plans according to the referenced standard(s).   One of the reasons I 
started my firm was to address this kind of insidious scope creep.   You are 
NOT the code consultant of record and they’re trying to get you do figure out 
how to meet the fire resistive construction criteria that’s required by code or 
subjectively by the building official for free.   There is obviously not a 
prescriptive solution here (at least not that you or I can see, right?) so I 
would throw back to the architect via an RFI that states, “No prescriptive 
solution exists for this condition in referenced codes and standards.   Please 
specify design criteria for window opening protectives.”

 

Just my grumpy 2¢ …

 

SL

 

From: Sprinklerforum [mailto:sprinklerforum-boun...@lists.firesprinkler.org] On 
Behalf Of Fpdcdesign
Sent: Monday, September 24, 2018 9:59 AM
To: Sprinklerforum
Subject: Re: Exposure protection of large windows.

 

Some of each. Example: 15 ft wide window with center 5 ft operable (tilt). I 
believe original window. Building circa 1920 (I believe). 


Todd G Williams, PE

Fire Protection Design/Consulting

Stonington, CT

860-535-2080 (ofc)

860-553-3553 (fax)

860-608-4559 (cell)







On Sep 24, 2018 at 12:39 PM, <Steve Leyton <mailto:st...@protectiondesign.com> 
> wrote:

Fixed glazing or operable windows?   

 

From: Sprinklerforum [mailto:sprinklerforum-boun...@lists.firesprinkler.org] On 
Behalf Of Fpdcdesign
Sent: Monday, September 24, 2018 9:39 AM
To: Sprinklerforum
Subject: Exposure protection of large windows.

 

I am looking at a project which is the conversion of an old mill. The spec 
calls for exposure protection on the windows in some areas. One issue I am 
running into is that the exposure protection table (7.8.8.4 - 2010) only covers 
up to 12’-0” wide windows. I have several that range from 12-6” to 15’-0” wide. 
Any thoughts or experience on protecting wider windows?

 


Todd G Williams, PE

Fire Protection Design/Consulting

Stonington, CT

860-535-2080 (ofc)

860-553-3553 (fax)

860-608-4559 (cell)

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