No witness is alright too, I'd still rather NOT be camping.
I did get a piece of feedback from that tutorial I posted last Friday:
"When your pic pops up it's like a horror movie Brad".
I love it.

> On Aug 29, 2014, at 5:31 PM, Brad Casterline <[email protected]> wrote:
> 
> It does not take much for the C of 4" to go down in a hurry. Rearrange H-W to 
> solve for C, drop the residual in increments and you will C what mean. 
> Again, in editions of 13 sometime prior to 07, modifications to C for U.G. 
> based on age was indeed a requirement.
> 
> "Can I get a witness?"
>   ~Elvin Bishop~
> 
>> On Aug 29, 2014, at 4:51 PM, Travis Mack <[email protected]> wrote:
>> 
>> The EOR came back and told my customer that they didn't think the supply 
>> line would be bad like it is. My bet is that there is a partially dropped 
>> gate or something along those lines.  I have seen that more times than I can 
>> count. But, according to the EOR, any changes they have to make due to this 
>> will all be a change order, including the investigation time.  So, in the 
>> end, I guess it will all work out.
>> 
>> I would just like to be sure that there are not requirements calling for 
>> this.  I have never done an adjustment like that, and it can have a big 
>> impact on the system.
>> 
>> Travis Mack, SET
>> MFP Design, LLC
>> 2508 E Lodgepole Drive
>> Gilbert, AZ 85298
>> 480-505-9271
>> fax: 866-430-6107
>> email:[email protected]
>> 
>>> On 8/29/2014 2:46 PM, Mark A. Sornsin, P.E. wrote:
>>> If it is in fact ductile iron, it is probably lined - at least I think so. 
>>> If it is lines then the C-factor is probably supposed to be 140. Not very 
>>> definitive, I know...
>>> 
>>> But who's to say there isn't something else wrong with the lead-in?  Any 
>>> chance of a partially shut valve somewhere?
>>> 
>>> If I don't see anything posted, I may dig into this this weekend...
>>> 
>>> Mark A. Sornsin, P.E. | Karges-Faulconbridge, Inc. | Fire Protection 
>>> Engineer | Fargo, ND | direct: 701.552.9905 | mobile: 701.371.5759 | 
>>> http://www.kfiengineers.com
>>> 
>>> -----Original Message-----
>>> From: Sprinklerforum 
>>> [mailto:[email protected]] On Behalf Of Travis 
>>> Mack
>>> Sent: Friday, August 29, 2014 4:31 PM
>>> To: [email protected]
>>> Subject: Re: Modifications to C-Factor due to age of pipe
>>> 
>>> This was not brought up in project specs or plans.  Nor was it brought up 
>>> in plan review.  This was a project that had an existing 4" ductile supply 
>>> line.  It is supplying some paint booths and some exhaust ducts in an 
>>> otherwise unsprinklered building.  When the guys did the forward flow test 
>>> of the new backflow preventer, there was an issue that they weren't getting 
>>> as much water as they thought it should have.  So, the EOR for the project 
>>> comes back and says something about the calcs.
>>> According to my customer, the EOR says per a "chart" the C-Factor should 
>>> have been 60 instead of 140.  For 3 of the 4 paint booths, it is not a 
>>> problem.  They are small and plenty of margin.  For the 4th, we end up with 
>>> a problem.  But, if there is nothing in the specs or criteria to cause the 
>>> modification of that pipe, I am not sure where it will go.
>>> The good thing is that we still have a margin on the system, but it is less 
>>> than the 10% required.
>>> 
>>> I have just never heard of having to do this modification.  I wanted to 
>>> make sure it was something I have not been missing.
>>> 
>>> Travis Mack, SET
>>> MFP Design, LLC
>>> 2508 E Lodgepole Drive
>>> Gilbert, AZ 85298
>>> 480-505-9271
>>> fax: 866-430-6107
>>> email:[email protected]
>>> 
>>>> On 8/29/2014 2:20 PM, Mark A. Sornsin, P.E. wrote:
>>>> Travis,
>>>> 
>>>> Off-hand I can offer no help.
>>>> 
>>>> But I am curious to see the responses. Had the engineer denoted the 
>>>> requirement in the project drawings or specs, I'd definitely side with 
>>>> them.  If not, then I want to know if he has a leg to stand on (i.e. code 
>>>> reference).
>>>> 
>>>> This CAN be a significant issue and is another example of a potentially 
>>>> serious 'miss' by engineers who don't do their jobs with regards to 
>>>> sprinkler system drawings/specs. E.g., take a 200 ft. run of existing 6 
>>>> in. pipe - 50 years old.  They tell you to use it to modify the existing 
>>>> pipe schedule sprinkler system to meet the new occupancy. Most often, a 
>>>> contractor can get away with simply assuming it is 6" ductile with a 
>>>> c-factor of 140. But what if in reality it is unlined cast iron?  What 
>>>> C-factor are you to use?
>>>> 
>>>> FM taught me that it depended on the water corrosiveness.  Who determines 
>>>> that? I don't know if the FM data is acquired from anything that could be 
>>>> cited by code. Their tables say 50 yr old cast iron in mildly corrosive 
>>>> ware should have a C-factor of 75; if corrosiveness is severe, it should 
>>>> be 40. At an extra Hazard, Group I demand of 750 gpm, the friction though 
>>>> 100 feet of pipe can vary from 1.5 psi at C=140; to 4.6 psi at C=75; to 
>>>> 14.9 psi at C=40.  Pretty significant variance and not something that 
>>>> should be blown off by the engineer or designer.
>>>> 
>>>> Ideally you'd do a water test THOUGH that pipe to verify actual friction 
>>>> losses - but that is almost never a viable option. Then again, if you were 
>>>> able to do so, you may be able to get a change order when you prove that 
>>>> the engineer overlooked a serious issue.
>>>> 
>>>> Mark A. Sornsin, P.E. | Karges-Faulconbridge, Inc. | Fire Protection
>>>> Engineer | Fargo, ND | direct: 701.552.9905 | mobile: 701.371.5759 |
>>>> http://www.kfiengineers.com
>>>> 
>>>> -----Original Message-----
>>>> From: Sprinklerforum
>>>> [mailto:[email protected]] On Behalf Of
>>>> Travis Mack
>>>> Sent: Friday, August 29, 2014 3:52 PM
>>>> To: [email protected]
>>>> Subject: Modifications to C-Factor due to age of pipe
>>>> 
>>>> Does anyone know if there is any requirement in NFPA or Uniform Facilities 
>>>> Criteria to modify the C-Factor of existing underground piping based on 
>>>> the age of the pipe?  If so, do you have a section reference so I can look 
>>>> it up.  An engineer is requiring us to do it, but won't provide the 
>>>> reference.  Yeah..It is one of those days.
>>>> 
>>>> --
>>>> Travis Mack, SET
>>>> MFP Design, LLC
>>>> 2508 E Lodgepole Drive
>>>> Gilbert, AZ 85298
>>>> 480-505-9271
>>>> fax: 866-430-6107
>>>> email:[email protected]
>>>> 
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