It sounds like a good challenge Travis, and congratulations for getting the
contract-- the self employed designer who turns down any work has never
lacked for beer and cigarette money.
And typical of goverment work, there are the doers vs the reviewers, and
every which way the doers turn they are screwed by an inch or two.
When the Corp of Eng is the AHJ though I have had good luck with the field
people- they seem to know when you have gotten as close to the intent as
reality allows-- ie, instead of deflector distance they look at 'bulb'
distance- within an inch or two, and rightly so.

We NICET IVs who can design, calc, bim coordinate, and stocklist are often
the saviours of projects that would otherwise be a total cluster without us.

Brad
On Jan 14, 2017 10:56 AM, "Travis Mack, SET" <[email protected]> wrote:

> Unfortunately, we do not have the ability to downsize the piping.  It will
> be a matter of reworking the existing pipe sizing.  This consultant took
> the easy way out and didn't really pay attention to many things.  The job
> has over 100 psi available.  They have 2" branch lines and 3" mains for
> everything.  I can not decrease sizing at all.  I just have to make sure
> that the new routings I have to do with the pipe sizing per their plan is
> still capable of delivering the minimum required densities.
>
> Travis Mack, SET
> MFP Design, LLC
> 2508 E Lodgepole Drive
> Gilbert, AZ 85298480-505-9271 <(480)%20505-9271>
> fax: 866-430-6107 <(866)%20430-6107>email:[email protected]
> http://www.mfpdesign.comhttps://www.facebook.com/pages/MFP-Design-LLC/92218417692
> Send large files to us via: https://www.hightail.com/u/MFPDesign
> LinkedIn: https://www.linkedin.com/in/travismack
>
> On 1/14/2017 9:46 AM, Brad Casterline wrote:
>
> Well said Mr. Mack!
>
> Since you will be fixing The Consultant's effort I predict you will resize
> the branchlines to 2.5", max, so the problem goes away.
> This should be easy in LH and OH, as you know, because it is a simple
> matter of a 1" sprig or arm over from a 3" branchline versus an SSU
> directly on a 2.5" branchline.
>
> WBR,
> 2+2=4
> .
> On Jan 13, 2017 9:26 PM, "Travis Mack, SET" <[email protected]> wrote:
>
>> Thank you.  I think that those of us in this industry (and I believe most
>> are like this) that truly love what we do and view it as a life saving
>> endeavor every day want to always do the best possible thing and fix every
>> problem that is found so that the project goes on with limited hiccups and
>> we all move on to the next project so we can protect more lives.
>>
>> I can pretty much guarantee that I will end up making it meet NFPA 13
>> critieria, coordinating and re-calculating the project to make sure that at
>> the end of the day, should something happen, the required amount of wet
>> stuff will get on the hot stuff.  My customer and their customer can decide
>> how they want to handle the re-submittal and extra time/schedule impact
>> that will possibly happen.
>>
>> Travis Mack, SET
>> MFP Design, LLC
>> 2508 E Lodgepole Drive
>> Gilbert, AZ 85298480-505-9271 <%28480%29%20505-9271>
>> fax: 866-430-6107 <%28866%29%20430-6107>email:[email protected]
>> http://www.mfpdesign.comhttps://www.facebook.com/pages/MFP-Design-LLC/92218417692
>> Send large files to us via: https://www.hightail.com/u/MFPDesign
>> LinkedIn: https://www.linkedin.com/in/travismack
>>
>> On 1/13/2017 8:12 PM, Ed Kramer wrote:
>>
>> Travis,
>>
>>
>>
>> As a design professional (and you’re a good one), you’re expected to know
>> and abide by the standards.  However,  in this case, you’re not the
>> designer.  Since you have a contractual connection to this project, I’d
>> argue you’re morally (and to a less extent legally) obligated to notify the
>> company you’re contracted with about this design flaw.  Make sure you put
>> it in writing.  If the powers-that-be determine it’s OK to install directly
>> on the 3” main, well – that’s beyond your control.    Notify them (in
>> writing) and sleep well at night.
>>
>>
>>
>> But that’s just me.
>>
>> Ed Kramer
>>
>> Bamford Fire Sprinkler
>>
>>
>>
>> *From:* Sprinklerforum [mailto:sprinklerforum-bounces
>> @lists.firesprinkler.org <[email protected]>]
>> *On Behalf Of *Travis Mack *Sent:* Friday, January 13, 2017 5:25 PM *To:*
>> [email protected] *Subject:* Uprights on 3" pipe
>>
>>
>>
>> In a light or ordinary hazard area, would you be able to justify uprights
>> directly on a 3" main?
>>
>>
>>
>> I have been hired to do the 3D coordination of a project designed by a
>> consultant. The consultant indicated uprights directly on the 3" main.
>>
>>
>>
>> I can justify it in that the main is non-structural and this is a light
>> hazard area. However, there is also the section that states you can not put
>> uprights on pipe 3" and larger without a sprig or arm over that would
>> comply with the 3x rule.
>>
>>
>>
>> There is no room to lower the pipe and I am semi-restricted from lateral
>> movement for various other reasons.
>>
>>
>>
>> What does the collective wisdom think with this scenario? And I don't
>> need formulae with a hundred exponents and variables to figure this out.
>>
>>
>>
>> Have a great weekend. Thanks in advance.
>>
>>
>>
>> Travis Mack, SET
>>
>> MFP Design, LLC
>>
>> "Follow" us on Facebook: https://www.facebook.com/pages/MFP-Design-LLC/
>> 92218417692
>>
>> Send large files to MFP Design via:
>>
>> https://www.hightail.com/u/MFPDesign
>>
>>
>>
>> Sent from my iPhone
>>
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