AS the specifying engineer, there is another approach since you are not 
laying-out and calculating the system and yet you’re required to size the tank 
(THUS MY REASON FOR TRYING TO CHANGE IT).  Use the curves along with a modifier 
then spec that the system shall be designed with a maximum overage of X amount 
such that the system demand does not exceed the amount reflected by the 
modifier you used in your tank calculation.

Ba-Da-BOOM,    Roland

Roland Huggins, PE - Senior VP Engineering
American Fire Sprinkler Assn.    
Dallas, TX
http://www.firesprinkler.org <http://www.firesprinkler.org/>

Fire Sprinklers Saves Lives




> On Mar 25, 2019, at 1:54 PM, Prahl, Craig/GVL <[email protected]> wrote:
> 
> Well Okie Dokie then.  99% of the time I am just estimating tank capacity 
> since we’re not providing final calcs.  But that estimate typically is on the 
> conservative side of what the final calcs usually end up requiring.  Plus 
> when having to provide for Fire Flow, the tank sizes will always exceed what 
> the sprinkler demand requires.
>  
> Craig Prahl | Jacobs | Group Lead – Fire Protection | 864.676.5252 | 
> [email protected] <mailto:[email protected]> | www.jacobs.com 
> <http://www.jacobs.com/>
>  
> From: Sprinklerforum <[email protected]> On 
> Behalf Of Roland Huggins
> Sent: Monday, March 25, 2019 4:40 PM
> To: [email protected]
> Subject: Re: [EXTERNAL] Re: Water Tank
>  
> But they HAVE said that.  
> Start with 11.1.4.1 - the water demand shall be determined (occupancy hazard 
> approach etc)
> Staying with the occupancy hazard approach (to minimize the number of 
> referenced section), section 11.2.1 - The water demand requirements shall be 
> determined by either pipe schedule or hydraulic calculation method.
> Section 11.1.5.2 tanks shall be sized to supply the equipment they serve.
>  
> Since the tank is the water supply that must meet the system demand, then 
> there you go in black and white.
>  
> Roland 
>  
> Roland Huggins, PE - Senior VP Engineering
> American Fire Sprinkler Assn.    
> Dallas, TX
> http://www.firesprinkler.org 
> <https://urldefense.proofpoint.com/v2/url?u=http-3A__www.firesprinkler.org_&d=DwMFaQ&c=OgZOSER8c1RLeytEexU279Q2qk0jVwkrOdYe5iSi-kk&r=_w721WvezJkWUVteY4FMhecHAoDqOn85ooHi6vIkMag&m=A1aSZLxw_0z8oJjzXuv2Hyny-XXah9O6aXha2-X5gC8&s=q8QWKnv9OL33pzKnOtvcWM9AY528GeHcwnbubo4N5yc&e=>
>  
> Fire Sprinklers Saves Lives
>  
>  
> 
> 
> 
> On Mar 25, 2019, at 12:17 PM, Prahl, Craig/GVL <[email protected] 
> <mailto:[email protected]>> wrote:
>  
> Well I look at it this way.  If you used the curves and factored the value up 
> by an additional 15 – 20% you should be fine considering the mantra is that 
> most fires are controlled by only 1-3 sprinklers not the entire calculated 
> hydraulically remote area.   But, if the committee believes it should be done 
> a certain way then put it in black and white and eliminate any confusion and 
> guessing.   
>  
> Craig Prahl | Jacobs | Group Lead – Fire Protection | 864.676.5252 | 
> [email protected] <mailto:[email protected]> | www.jacobs.com 
> <http://www.jacobs.com/>
>  
> From: Sprinklerforum <[email protected] 
> <mailto:[email protected]>> On Behalf Of Roland 
> Huggins
> Sent: Monday, March 25, 2019 2:03 PM
> To: [email protected] 
> <mailto:[email protected]>
> Subject: [EXTERNAL] Re: Water Tank
>  
> The NFPA 13 committee believes the tank size is indeed based on the 
> CALCULATED volume of water.  I know this because I attempted several cycles 
> ago to state we should simply use the curves with a modifier.  I was almost 
> burned at the stake for uttering such blasphemy. 
>  
> Roland
>  
>  
> Roland Huggins, PE - Senior VP Engineering
> American Fire Sprinkler Assn.    
> Dallas, TX
> http://www.firesprinkler.org 
> <https://urldefense.proofpoint.com/v2/url?u=http-3A__www.firesprinkler.org_&d=DwMFAg&c=OgZOSER8c1RLeytEexU279Q2qk0jVwkrOdYe5iSi-kk&r=_w721WvezJkWUVteY4FMhecHAoDqOn85ooHi6vIkMag&m=LSitVO9kRtffCU2_Kq1AFwMHMwU4R9POZX1mHsm-XJo&s=ECrKtTShUpl6Us21CbW8dwSOVQYGFhIkaRkmw0MtKKQ&e=>
>  
> Fire Sprinklers Saves Lives
>  
>  
> 
> 
> 
> 
> On Mar 20, 2019, at 7:48 AM, AKS-Gmail-IMAP <[email protected] 
> <mailto:[email protected]>> wrote:
>  
> Tank sizing for some situations presents an uncomfortable dilemma because 
> there are pressures from all sides to minimize the tank size yet we all know 
> the tank contains the single most important item. Some codes can be argued to 
> say the size is for sprinkler demand only. The code might also qualify that 
> by implying the actual system calculated sprinkler demand is used for sizing. 
> So in this case the OH-2 system might have a 1.8 overage at its most 
> demanding location. But then what happens if the fire event occurs at the 
> least pressure demanding part of the system where the overage is higher than 
> 1.8? Here we can only hope that more water in less time is better and perhaps 
> not so many sprinklers open and someone is present to manage the run time. 
> The same pressures to limit the tank size might also work against installing 
> a more water efficient sprinkler system for that OH-2 space. 
> 
>  
>  
> 
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