I have to convince an engineer that screwed up that we may not be able  
to do what he wants. I was hoping there is something direct.

Sent from my iPhone

On Jan 22, 2010, at 3:43 PM, "Matthew J. Willis" <[email protected]>  
wrote:

> The commentary is discussing locating the pipe in the center of the  
> hole,
> not the penetration. I think you have to meet 9.3.4.2, or use the  
> couplings.
> 9.3.4.4 substantiates, as well as 9.3.4.9.?? The couplings would be  
> best
> because of how much you would "rob" the structural integrity of the  
> beam.
>
>
> R/
> Matt
>
> Matthew J. Willis, CET
> Automatic Fire Sprinklers
> Norred Fire Systems L.L.C.
> 318-387-1134 Voice
> 318-387-1163 Facsimile
> [email protected]
>
> -----Original Message-----
> From: [email protected]
> [mailto:[email protected]] On Behalf Of Todd  
> Williams
> Sent: Friday, January 22, 2010 2:33 PM
> To: [email protected]
> Subject: beam penetrations & seismic.
>
> I ma working on a job where the engineer wants to run the mains
> through penetrations in steel beams. The question came up about
> clearance between the penetration and the pipe. Section 9.3.4 does
> not specifically address beams, but it is referenced in the handbook
> commentary under 9.3.4.1. Any thoughts on what minimum penetration
> size is required?
>
> Todd G. Williams, PE
> Fire Protection Design/Consulting
> Stonington, Connecticut
> www.fpdc.com
> 860.535.2080
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