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#1 |
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Hudson Valley
Trade: Restorative Painting
Join Date: Feb 2006
Location: New Paltz, New York
Posts: 144
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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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#2 |
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Hudson Valley
Trade: Restorative Painting
Join Date: Feb 2006
Location: New Paltz, New York
Posts: 144
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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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#3 |
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Hudson Valley
Trade: Restorative Painting
Join Date: Feb 2006
Location: New Paltz, New York
Posts: 144
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Re: Girder Hangers :I'll let you know what the Inspector thought.
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#4 |
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Pro
Trade: Licensed Colorado electrician, licensed B-1 GC
Join Date: Jul 2005
Location: Colorado Front Range
Posts: 2,604
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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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#5 |
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Hudson Valley
Trade: Restorative Painting
Join Date: Feb 2006
Location: New Paltz, New York
Posts: 144
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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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www.blueskiesrestorations.com There's some top class people on this forum,........and then there's me...Touching cloth. Last edited by mjay; 02-21-2006 at 10:09 AM. |
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#6 |
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Pro
Trade: Residential custom home builder
Join Date: Jan 2006
Location: St. Cloud, MN, USA
Posts: 177
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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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#7 |
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Hudson Valley
Trade: Restorative Painting
Join Date: Feb 2006
Location: New Paltz, New York
Posts: 144
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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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