In one jurisdiction, it has been that way for over 20 years to require a 
structural certification any time we are installing any pipe over 2” in any 
type of construction.

Yes I do say any type of construction!

John

John August Denhardt, P.E.
Strickland Fire Protection

On Sep 25, 2018, at 7:41 PM, Mark.Phelps 
<mphe...@aerofire.com<mailto:mphe...@aerofire.com>> wrote:

I look back over the past million or more hangers we’ve installed and can’t 
think of a single time anyone has called to say one failed. Mostly when we have 
heavy loads, say 8” heavy wall, we tighten up the spacing, maybe 8’ oc, or even 
just install trapeze bars to spread out the point load. We do a lot of hybrid 
wood/steel roof systems.

Mark at Aero
602 820-7894

From: Sprinklerforum [mailto:sprinklerforum-boun...@lists.firesprinkler.org] On 
Behalf Of Bruce Verhei
Sent: Tuesday, September 25, 2018 3:14 PM
To: 
sprinklerforum@lists.firesprinkler.org<mailto:sprinklerforum@lists.firesprinkler.org>
Subject: [EXTERNAL] Re: Type V Construction & Hangers

There are several types of lightweight roof construction that I expected notes 
about point loads imposed by sprinklers to be on the structural plans. Another 
item discussed at pre-app if construction method, e.g., Z-purloin, provided. I 
usually called the Engineer of Record myself. Sometimes I ended up with P.E. of 
manufacturer.

It’s just a lot faster if the AHJ makes the call. Experience is sometimes a 
sprinkler designer is jerked around.  Two or three minutes on the phone is all 
it takes for the AHJ. There’s only so many manufacturers of these systems. In 
moderately busy FM’s office the manufacturer’s PE in Henderson or wherever will 
say ‘what’s up today Bob’ when you call. It’s best if you catch this at the 
building permit review.

Best.

Bruce Verhei

On Sep 25, 2018, at 14:45, Steve Leyton 
<st...@protectiondesign.com<mailto:st...@protectiondesign.com>> wrote:
Maybe so, but here’s the thing: if you apply the seismic load factors (as 
you’re supposed to in the building code) to standard details from companies 
like TJI, you’ll be shocked to find that their “pre-engineered/pre-approved” 
details aren’t adequate.  I’ve been shown where the value of a 10d nail is less 
than what’s assumed in details that compose a lot of what we’ve taken for 
granted as “good or best” practices.    Having a structural engineer review the 
load bearing capabilities (dead and shear) of the framing and the specific spot 
loads of the anchorage is a really good idea.  And it’s not just seismic, it’s 
dead loads too.   If I was an AHJ starting a new prevention bureau, it might be 
the first policy bulletin I issue.

SML

From: Sprinklerforum [mailto:sprinklerforum-boun...@lists.firesprinkler.org] On 
Behalf Of MFP Design, LLC
Sent: Tuesday, September 25, 2018 2:31 PM
To: 
sprinklerforum@lists.firesprinkler.org<mailto:sprinklerforum@lists.firesprinkler.org>
Subject: RE: Type V Construction & Hangers

I know you CA peeps do.  I had just never run into it outside of CA.


<image003.jpg>
Travis Mack, SET
MFP Design, LLC
3356 E Vallejo Ct
Gilbert, AZ 85298
480-505-9271
fax: 866-430-6107
email:tm...@mfpdesign.com<mailto:email:tm...@mfpdesign.com>

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“The bitterness of poor quality remains long after the sweetness of low price 
is forgotten.”

From: Sprinklerforum 
<sprinklerforum-boun...@lists.firesprinkler.org<mailto:sprinklerforum-boun...@lists.firesprinkler.org>>
 On Behalf Of Steve Leyton
Sent: Tuesday, September 25, 2018 2:30 PM
To: 
sprinklerforum@lists.firesprinkler.org<mailto:sprinklerforum@lists.firesprinkler.org>
Subject: RE: Type V Construction & Hangers

All the time bruddah.

SML

From: Sprinklerforum [mailto:sprinklerforum-boun...@lists.firesprinkler.org] On 
Behalf Of MFP Design, LLC
Sent: Tuesday, September 25, 2018 2:27 PM
To: 
sprinklerforum@lists.firesprinkler.org<mailto:sprinklerforum@lists.firesprinkler.org>
Subject: Type V Construction & Hangers

Has anyone run into situations where the AHJ is requiring the structural 
engineer on a project to provide a sealed criteria letter for the project 
indicating the maximum hanger spacing based on pipe size and structural member? 
 We are seeing one local jurisdiction start to require this.

<image004.jpg>
Travis Mack, SET
MFP Design, LLC
3356 E Vallejo Ct
Gilbert, AZ 85298
480-505-9271
fax: 866-430-6107
email:tm...@mfpdesign.com<mailto:email:tm...@mfpdesign.com>

http://www.mfpdesign.com<https://urldefense.proofpoint.com/v2/url?u=https-3A__na01.safelinks.protection.outlook.com_-3Furl-3Dhttp-253A-252F-252Fwww.mfpdesign.com-252F-26data-3D02-257C01-257C-257C1121d49f9e6b4cf248f108d4df580e77-257C14e5497c16da42e69ffa77d19bafe511-257C0-257C0-257C636379016677342180-26sdata-3DHJ8OA4xyeHAoxXNz5mu-252FYfycgtd5nsFrrpvzulZiNkQ-253D-26reserved-3D0&d=DwMFaQ&c=wn3mZQLIuInh2ClcJ0_DIA&r=dLwiR71i_XhSFqam3ZLeaFLiQJ3cDTUB0ReB4-yDDcg&m=-A1G9K3_5vDiifgVC9zAmTGmAiGstc9UG4QaorQXsYg&s=enoPtZjna5eOcEqa7jkUKHpi34cgMiGrJepkB_X42ns&e=>
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“The bitterness of poor quality remains long after the sweetness of low price 
is forgotten.”

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