Bobby is correct. I have talked to NFPA on this matter and had an informal
interpretation done.

Steven P. Biship, P.E.
Pacific Fire Engineering
www.pacificfireeng.com


> The only reason I say a pipe feeding a single sprinkler can be a branch
> line
> is per definition.
>
> 3.5.1 BRANCH LINES The pipes supplying sprinklers........
> 3.5.2 CROSS MAINS The pipes supplying the branch lines either directly or
> through risers.
> 3.5.9 ARM-OVER A horizontal pipe that extends from a branch line to a
> single
> sprinkler or a sprinkler above and below a ceiling.
>
> So if you have a single sprinkler fed from a horizontal pipe from a cross
> main this would be a branch line. If you have a single sprinkler fed from
> a
> horizontal pipe from a branch line this would be an arm-over.
>
>
> Bobby Gillett
> Project Manager
> [EMAIL PROTECTED]
> (731)-424-0130
>
>
>
>
> -----Original Message-----
> From: [EMAIL PROTECTED]
> [mailto:[EMAIL PROTECTED] On Behalf Of Roland
> Huggins
> Sent: Thursday, June 19, 2008 9:58 AM
> To: [email protected]
> Subject: Re: Restraint of Branch Lines
>
> I disagree that the definition states a single sprinkler is a branch
> line.  It says supplying sprinklers (plural) and that pipe can have
> individual sprinklers off of it feeding arm-overs, sprigs etc.  Just
> like risers are all vertical pipes (for 4 way braces) but a sprig is
> excluded since it is separately defined this nit a riser.  The
> individual sprinklers off of a branch line are separately defined and
> addressed (sprigs greater than 4 ft, arm-overs greater than 2 ft, etc).
>
> An arm-over is not separately restrained.  IT makes it easy to
> adamantly say that when one considers long sections of pipes (attached
> on only one side) easy whip around whereas short sections do not (the
> length of the moment arm)
>
> Roland
>
> On Jun 19, 2008, at 5:56 AM, [EMAIL PROTECTED] wrote:
>
>> A branch line can be a single head per the definition in NFPA 13.
>> Does
>> this mean each arm-over, drop, or return bend regardless of length
>> must
>> have a branch line restraint?  It seems sprigs are given special
>> attention in Chapter 9 but the other categories of branch line are
>> not.
>>
>> I guess I'm getting back to the confusion over the definition of a
>> branch line.  From the feedback it seems no one is providing restraint
>> when a single head is involved.
>>
>> Bill Brooks
>>
>> William N. Brooks, P.E.
>> Brooks Fire Protection Engineering Inc.
>> 372 Wilett Drive
>> Severna Park, MD 21146
>> 410-544-3620 Phone
>> 410-544-3032 FAX
>> 412-400-6528 Cell
>>
>> -------- Original Message --------
>> Subject: RE: Restraint of Branch Lines
>> From: "Thom McMahon" <[EMAIL PROTECTED]>
>> Date: Wed, June 18, 2008 4:50 pm
>> To: <[email protected]>
>>
>> 13 defines restraint as a lesser level of control than Brace. We have
>> always favored the 12Ga. 440 Lb. Ceiling wire restraint on the end of
>> branchlines (9.3.6.1 end Head) If it doesn't have heads on it, it is a
>> feed or cross main and requires bracing. (See branchlines over 2")
>> (This
>> includes all head types, SSU, SSP and HSW even flex heads if the last
>> head on the line is a flex head)
>> The new 2007 hanger with 2nd hanger at 45' angle may appeal to some.
>> In
>> any case when you're doing seismic the end of branchlines must be
>> restrained.(I always try to keep my hangers less than 6" and it's a
>> lot
>> easier.)
>>
>> The more difficult restraint requirement A9.3.6.4 is when your close
>> to
>> other objects that can damage the branchline in a seismic event.
>> Components of the structure, duct work or large mechanical piping.
>> Also
>> your always required to use restraint per 9.3.6.4 (see table) on
>> longer
>> branchlines. Again a little clarification that this is not cumulative,
>> it is based upon the smallest pipe size in the branchline.(13 HB
>> committee, yes or No?) (Part of this answer depends upon weather the
>> other trades are providing seismic bracing, and a good feel for how
>> close is too close, NOT YET DEFINED BY 13)
>>
>> Example:( A branchline which follows pipe schedule sizes with every
>> head
>> 12' from the last with a 21/2" starter piece, and 10 heads total.
>> (112'-0" total length) you have your end restraint, the with a Cp 0.58
>> you space your next restraint 38' from the end one. Then since your
>> now
>> on a 11/2" piece of the branch line do you space 38' again or 43'? The
>> end answer is it doesn't really matter, you need the end on plus two
>> more either way, but I see both sides of that, and it's not real
>> clear.)
>>
>> Thom McMahon, SET
>> Firetech, Inc.
>> 2560 Copper Ridge Dr
>> P.O. Box 882136
>> Steamboat Springs, CO 80488
>> Tel: 970-879-7952
>> Fax: 970-879-7926
>>
>>
>>
>> -----Original Message-----
>> From: [EMAIL PROTECTED]
>> [mailto:[EMAIL PROTECTED] On Behalf Of
>> [EMAIL PROTECTED]
>> Sent: Wednesday, June 18, 2008 12:54 PM
>> To: [email protected]
>> Subject: Restraint of Branch Lines
>>
>> 2007, 9.3.6.3 - The end sprinkler on a line shall be restrained
>> against
>> excessive vertical and lateral movement.
>>
>> 1. Can I assume the word line means "branch line" based on the title
>> of
>> 9.3.6?
>> 2. Would the end sprinkler include sprinklers on drops, arm-overs, and
>> return bends?
>> 3. Would "excessive" be defined as using a restraint not listed for
>> vertical and/or lateral movement or not meeting 9.3.6.1(5)?
>>
>> Someone has asked me to approve a particular brace but then I
>> realized I
>> had no idea how many needed to be installed!
>>
>> (Getting old but still learning)
>>
>> Bill Brooks
>>
>> William N. Brooks, P.E.
>> Brooks Fire Protection Engineering Inc.
>> 372 Wilett Drive
>> Severna Park, MD 21146
>> 410-544-3620 Phone
>> 410-544-3032 FAX
>> 412-400-6528 Cell
>>
>>
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