It is a hanger. But, if your Cp is <0.5 then you can use that you are 6” from 
top of pipe to point of attachment to structure to eliminate lateral brace and 
branch line restraint. You will still need longitudinal bracing. There are no 
listed longitudinal so you have to use a lateral on a short nipple to be your 
longitudinal.

Sprigs are not risers. But, you have a sprig >48” so it will need restraint. 
Again, your strap may eliminate the restraint requirement.


Travis Mack, CFPS, CWBSP, RME-G, SET
Engineering Manager
MFP Design
3356 E Vallejo Ct
Gilbert, AZ 85298
NEW EXTENSION: 480-505-9271 ext. 700
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________________________________
From: Sprinklerforum <[email protected]> on behalf 
of Matthew J Willis via Sprinklerforum <[email protected]>
Sent: Wednesday, December 30, 2020 12:27:54 PM
To: [email protected] 
<[email protected]>
Cc: Matthew J Willis <[email protected]>
Subject: RE: CPVC EQ Bracing - 2 hole straps and another question

To my knowledge, the 2 hole strap is listed as a hanger only. Not for seismic.

The second question is a good one.
I love Chapter 3, especially for seismic.

Check 3.5.11 in the 2016 for a "Sprig".

The standard mandates riser for 4 way if they exceed 3'-0".

Riser Nipples, the piece between a Cross Main and Branchline, 3.5.9, are 
excluded.

3.5.10 is for "Risers".

Given that the definition of a sprig, seems different than Riser, you may have 
a point.

But Riser is pretty broad.

R/
Matt





-----Original Message-----
From: Sprinklerforum <[email protected]> On Behalf 
Of J H via Sprinklerforum
Sent: Wednesday, December 30, 2020 12:13 PM
To: [email protected]
Cc: J H <[email protected]>
Subject: CPVC EQ Bracing - 2 hole straps and another question

Hello,
I thought that two hole straps used to secure CPVC acted as seismic bracing? I 
don't know where I've heard that and couldn't find anything in the standard. Is 
this correct?

Also, if you have a 1"x8'-6" riser to a single horizontal sidewall sprinkler 
would that technically be an 'armover' and not require seismic or would that 
fall under being a riser requiring seismic bracing?

Thanks,
JH

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