When I see stuff like this over and over, I sometimes want to make sure I’m 
not missing some miraculous technical innovation.   
  
  
  
Todd G Williams, PE  
Fire Protection Design/Consulting
  
Stonington, CT
  
860-535-2080 (tel:860-535-2080)  (ofc)
  
860-554-7054 (tel:860-554-7054)     (fax)
  
860-608-4559 (tel:860-608-4559)  (cell)
  
  
  
  

  
  
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> On Feb 13, 2026 at 12:18 PM,  <Steve Leyton 
> (mailto:[email protected])>  wrote:
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> Uhhhhh, no.      Heat shoots right past the sprinkler an collects at the top; 
> depending on the size of the well, it will log down to the sprinkler at some 
> point, but unless you do a fire model that can reasonably predict response 
> time, it’s not a conforming condition.    I cannot say how many times I’ve 
> seen a sprinkler 3’, 4’ and more below the lens of a skylight. That the GC 
> produced an approved plan from another jurisdiction is actually pretty funny 
> and I wonder if they have a bag of tricks where the can pull out “evidence” 
> of acceptability for other errors, omissions and discrepancies.      “Look, 
> we did this in 2003 in Dry Gulch County, why can’t we do it here?”       
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> Several years ago, I got a plan review correction (I can’t even remember what 
> it was now) from City of SD that was based on an NFPA 13 requirement to 
> include something in the plans that we never had done as a regular practice 
> in this city.    And it was an inconvenience at the time – it was probably to 
> put the restrictor settings for every PRV hose and control valve on the plans 
> for a high-rise, or calculate every seismic brace instead of the lazy man’s 
> worst-case scenario approach that only entailed doing a single detail for all 
> the lats and longs on the system.      Anyway, our plan review section at the 
> time wasn’t known for its strident enforcement of every nuance in the 
> standard, so I asked the section supervisor why they were requiring it 
> because, “…we’ve never been asked to do that before.”      And his answer was 
> a gem, “Just because we’ve been doing it wrong all this time doesn't mean 
> that we should keep doing it wrong.”    So that “other” jurisdictional 
> approval means nothing except that the engineer who stamped the plan and AHJ 
> that approved it don’t know the standard.
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> In terms of advice for Todd, I would pull out the book and try to teach them 
> that such a large skylight is a feature that warrants its own complement of 
> sprinklers, spaced to the extents of the well, from headwall to headwall both 
> ways, and that sprinklers must be positioned per the deflector distance 
> provisions of whatever type of sprinkler you’re using.      It’s pretty clear 
> in the standard, methinks.
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> Steve L.
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> From:   daren welborn  <[email protected]>
>   Sent:  Friday, February 13, 2026 7:02 AM
>   To:  Sprinklerforum  <[email protected]>
>   Subject:  [Sprinklerforum] Re: Sprinklers in skylights.
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> I would assume the theory is that the smoke plume or heat would riser along 
> the edge of the opening up to the skylight, therefore setting off the 
> sidewall sprinklers???
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>  From:    Fpdcdesign  <[email protected] (mailto:[email protected])>
>   Sent:  Friday, February 13, 2026 9:04 AM
>   To:  Sprinklerforum  <[email protected] 
> (mailto:[email protected])>
>   Subject:  [Sprinklerforum] Sprinklers in skylights.
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> I am fighting, yet again, old sprinkler in the skylight battle. The skylight 
> is about 60 ft long, 12 ft wide and 4.5 ft from the bottom of the skylight 
> opening to the peak.   
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> I showed a single line at the peak with uprights. Obviously to GC doesn’t 
> like that. They have a plan from a building in another state with sidewalls 
> in a soffit several feet down from the peak. This was stamped, approved and 
> installed.   
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> Is there any justification (Code, fire test, etc) for the sidewall 
> arrangement?    If not, why is this still getting approved? This has been 
> going on for a long time.   
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> Todd Williams   
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> Fire Protection Design/Consulting
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> Stonington, CT
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> 860-608-4559
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