There's a company by the same name in Bothell, WA. That's why I was
curious. Have you signed up for Ken's webinair? If not I recommend you
do. If too late make sure you get to RHode Is;land and the AFSA
convention in October and sit in on any hanging/bracing/seismic
courses offered there. This cam be confusing stuff but there's some
simple definitions and ways to think about the differences that make
it a bit less confusing. I do feel the pain of you guys on the other
side of the Mississippi that haven't had to deal with this stuff in
this way before. You might also want to look at an introductory
architectural or structural engineering text where they talk about the
basics of the physical forces that apply to buildings. Once you get a
good feel for tension, compression, shear, rotation, etc. the why of
this stuff starts making better sense.

On Fri, Aug 13, 2010 at 8:27 AM, Brian Harris
<[email protected]> wrote:
> Ron-
> We are actually in NC...
>
>
> Regards,
> Brian Harris
> FDFP INC.
>
> -----Original Message-----
> From: [email protected]
> [mailto:[email protected]] On Behalf Of Ron Greenman
> Sent: Friday, August 13, 2010 11:25 AM
> To: [email protected]
> Subject: Re: Seismic Question
>
> Brian,
>
> Do I find your company in Bothell, WA?
>
> On Fri, Aug 13, 2010 at 7:35 AM, Brian Harris <[email protected]>
> wrote:
>> Is there any difference then between a Branch Line Restraint and an
>> End-Of Line restraint?
>>
>>
>> Regards,
>> Brian Harris
>> FDFP INC.
>>
>> -----Original Message-----
>> From: [email protected]
>> [mailto:[email protected]] On Behalf Of steve
>> Sent: Friday, August 13, 2010 10:31 AM
>> To: AFSA
>> Subject: Re: Seismic Question
>>
>> Not entirely as Matthew said.  It satisfies those applications where
>> the standard prescribes that the hanger shall be of a type that
>> resists upward movement only.  Restraint (as described in 13) is a
>> lesser form of lateral bracing and is to be installed at the specified
> intervals and ends of lines.
>> And within 2' of a hanger that resists upward movement if I recall
>> correctly (don't have 13 with me - riding shotgun with my 15-year old
>> daughter at the moment).
>>
>>
>> Sent from my Verizon Wireless BlackBerry
>>
>> -----Original Message-----
>> From: "Brian Harris" <[email protected]>
>> Sender: <[email protected]>
>> Date: Fri, 13 Aug 2010 06:47:29
>> To: <[email protected]>
>> Reply-To: <[email protected]>Subject: Seismic Question
>>
>> Is a Surge Restraint (tolco #25) considered and End-Of-Line restraint
>> per
>> 9.3.6.3 (2007) ?
>>
>> Thanks!
>>
>> Brian Harris
>>
>>
>>
>> Design Engineer
>>
>> First Defense Fire Protection
>> 11957 Ramah Church Road
>> Huntersville NC 28078
>>
>>
>>
>> [email protected]
>> www.firstdefensefire.com <outbind://80/www.firstdefensefire.com>
>>
>> Ph: 704.948.3506
>> Fax: 704.948.3507
>>
>>
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>
> --
> Ron Greenman
> Instructor
> Fire Protection Engineering
> Bates Technical College
> 1101 So. Yakima Ave.
> Tacoma, WA
>
> 253.680.7346
>
> Member:
> AFSA, SFPE, ASCET, NFPA, NFSA, AFAA, ASEE, NIBS, WSAFM, WFC
>
> They are happy men whose natures sort with their vocations. -Francis Bacon,
> essayist, philosopher, and statesman (1561-1626)
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-- 
Ron Greenman
Instructor
Fire Protection Engineering
Bates Technical College
1101 So. Yakima Ave.
Tacoma, WA

253.680.7346

Member:
AFSA, SFPE, ASCET, NFPA, NFSA, AFAA, ASEE, NIBS, WSAFM, WFC

They are happy men whose natures sort with their vocations. -Francis
Bacon, essayist, philosopher, and statesman (1561-1626)
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