"He told me stuff about my mom that I never knew."
I apologize for not being on topic but that's just way too funny!!


Brian Harris
FDFP INC.

-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of Parsley
Consulting
Sent: Wednesday, July 15, 2009 10:16 AM
To: [email protected]
Subject: Structural concerns

John,

I'm looking at one of those now. A designer has sent me a set of plans for
review and is just incensed that I would question the ability of a side beam
bracket in a 4x12 to properly support the weight of a 6" main. 
He was equally upset when I asked if he had information from the structural
engineer to endorse the same member accepting a horizontal force of almost
800 pounds in lateral seismic loading.

He told me stuff about my mom that I never knew.
PARSLEY CONSULTING
Ken Wagoner, SET
760.745.6181 voice
760.745.0537 fax
[email protected] <mailto:[email protected]> e-mail
www.ParsleyConsulting.com <http://www.ParsleyConsulting.com> website




John Drucker wrote:
> George,
>
> Some of us do. The 20006 IBC (Chapter 16 - 1602.1, 1606.2 1604.2) does 
> include provisions with regards to sprinkler piping loading. There 
> have been times when the loading of a structural member has been 
> questioned and where the structural engineer has responded by 
> "beefing" up the connection. If the fire inspector isn't picking it up the
building inspector sure should be.
>
>
> John Drucker, CET
> Fire Protection Subcode Official
> Fire/Building/Electrical Inspector
> Fire Marshals Office
> Borough of Red Bank, NJ
>
>   
>
> -----Original Message-----
> From: [email protected]
> [mailto:[email protected]] On Behalf Of George 
> Church
> Sent: Wednesday, July 15, 2009 5:03 AM
> To: [email protected]
> Subject: RE: Trapeze hangers?
>
> I saw a WalMart renov in York where the 6" main was c-clamped to the 
> bottom "wave" of those bar joists that have Z purlin material instead 
> of angle iron as a bottom chord.
>
> I moved over a few feet so as not to be walking underneath it. How can 
> anyone look at that and not raise a question?
>
> glc
>
> -----Original Message-----
> From: [email protected]
> [mailto:[email protected]] On Behalf Of J. 
> Scott Mitchell
> Sent: Tuesday, July 14, 2009 11:22 PM
> To: [email protected]
> Subject: RE: Trapeze hangers?
>
> I saw an aircraft hangar once that had 8" bulk mains hung from this 
> light weight construction.  The sprinkler contractor and structural 
> engineer put their heads together before hand.  The result was strut 
> channel trapezes spaced 8 ft apart and spanning four z-purlins.
>
> The real headache comes when there is no engineer and the GC buys a 
> pre-engineered building from a building company who says the warranty 
> is void if you hang anything from the purlins.
>
> J. Scott Mitchell, P.E.
>
> --- On Tue, 7/14/09, [email protected] <[email protected]> wrote:
>
> From: [email protected] <[email protected]>
>
> It's very well possible.   It all depends on the size and gauge of the
> structural member.  More and more installations are using 
> pre-engineered buildings which are typically of a light weight 
> construction and not really designed for much static loading from the
steel.
>
> Craig L. Prahl, CET   
> Fire Protection Specialist
>
>
>
>
>       
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