I have to install a flitch beam to accomodate a 16' span. The engineer
called for it to sit on two 4x4's on each end. What type of hardware
do I need to tie the beam to the 4x4? Is there some kind of boot or
sleeve that I am supposed to use?
Thanks,
Kevin
Michael Bulatovich - 30 Jan 2007 13:27 GMT
Depends on the situation, but a shoe is pretty common.

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MichaelB
www.michaelbulatovich.ca
>I have to install a flitch beam to accomodate a 16' span. The engineer
> called for it to sit on two 4x4's on each end. What type of hardware
[quoted text clipped - 3 lines]
> Thanks,
> Kevin
tbasc@bellsouth.net - 30 Jan 2007 14:05 GMT
On Jan 30, 8:26 am, kevinjwe...@gmail.com wrote:
> I have to install a flitch beam to accomodate a 16' span. The engineer
> called for it to sit on two 4x4's on each end. What type of hardware
[quoted text clipped - 3 lines]
> Thanks,
> Kevin
Have you checked Simpson Strong Tie web site?
TB
Bob Morrison - 30 Jan 2007 15:10 GMT
In a previous post kevinjweber@gmail.com wrote...
> I have to install a flitch beam to accomodate a 16' span. The engineer
> called for it to sit on two 4x4's on each end. What type of hardware
> do I need to tie the beam to the 4x4? Is there some kind of boot or
> sleeve that I am supposed to use
Why not ask the engineer?

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Bob Morrison, PE, SE
R L Morrison Engineering Co
Structural & Civil Engineering
Poulsbo WA
bob at rlmorrisonengr dot com
Bobk207 - 30 Jan 2007 16:22 GMT
> In a previous post kevinjwe...@gmail.com wrote...
>
[quoted text clipped - 11 lines]
> Poulsbo WA
> bob at rlmorrisonengr dot com
Per Bob M's comment............if the engineer spec'd it, let him
detail it. A phone cal from him or a faxed hand sketch is better
than guessing.
cheers
Bob
Michael Bulatovich - 30 Jan 2007 17:07 GMT
> In a previous post kevinjweber@gmail.com wrote...
>> I have to install a flitch beam to accomodate a 16' span. The engineer
[quoted text clipped - 3 lines]
>
> Why not ask the engineer?
I don't know how that didn't occur to me <hangs head and skulks off>

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MichaelB
www.michaelbulatovich.ca
marson - 31 Jan 2007 02:13 GMT
I absolutely agree that the engineer that sized the beam should also
be able to design the connection. But if that isn't possible, you are
looking at something on the order of: http://www.strongtie.com/
products/connectors/CCPC_APG.html.