Girder Hangers

 
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Old 02-19-2006, 09:22 AM   #1
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Girder Hangers


Its a renovation, lots of plumbing in the way, so I have to be a little inventive.
Load bearing wall, two story house: Joists [2*10s 16o.c, 7ft span] on 1st floor. Would like to run a girder [3*2*10s] directly under a load bearing wall, and would like to maintain headroom in basement.
So ... Thoughts on using a girder/truss hanger attached to a small [3*2*10s 4ft] header sitting on block walls, I could also attach a ledger to the header and notch the girder.
Would appreciate opinions/advice.

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Old 02-19-2006, 02:25 PM   #2
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Re: Girder Hangers


What no takers?
Is a truss/girder hanger suitable in this situation, or do I have to stick a lolly underneath. I'm trying to save the homeowner some space, but the structure takes priority.
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Old 02-20-2006, 04:28 AM   #3
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Re: Girder Hangers


:
I'll let you know what the Inspector thought.
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Old 02-20-2006, 09:58 AM   #4
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Re: Girder Hangers


I didn't see this thread but I'm not getting the picture but, I like to use truss girders.
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Old 02-21-2006, 10:01 AM   #5
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Re: Girder Hangers


Sorry the description threw you off. Hope this helps.

Plan view



- Header - Brick
----------IIIIIIII
|||
|||
||| 3*2*10s
|||
|||


This is the floor layout for the 1st floor, the joists run parallel from a sill to the brick wall, above the tripled 2*10s is a load bearing wall (not the roof trusses, but supporting the 2nd floor joists). The floor structure is being improved/replaced (old house = can of worms) because client wants tile entrance and bathroom first floor.
The question was at the intersection triple 2*10s and header would a truss girder hanger be effective or would I need to place a lolly underneath that point.
Inspector, says yes. The triple 2*10s are more than sufficient to bear weight of 2nd floor, and hanger used is able to hold/transfer weight to header over brick walls.
Yes, stamped engineer plans would have been nice, but common sense, research, and consulting with knowledgeable people work equally as well.
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Last edited by mjay; 02-21-2006 at 10:09 AM.
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Old 02-22-2006, 09:36 AM   #6
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Re: Girder Hangers


IMO, it comes down to the capacity of the hanger. Check with Simpson or whoever your manufacturer is and, if necessary, have a steel hanger fabricated. You'll have to notch the bottoms of your beam members 1/4" to prevent a bump in the ceiling. Otherwise, no problem.
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Old 02-24-2006, 06:34 PM   #7
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Re: Girder Hangers


Thanks Rowdy.
Yes, the hanger go way beyond the capacity [Simpsons], no need to notch - the beams are 1st floor, unfinished basement.
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