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Old 08-23-2009, 09:36 PM   #1
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Lam beam question

I have a load bearing wall that I am eliminating and putting in a lam beam. My question is, what is the best way to tie into the existing walls on either side of the wall we are dropping. I am just curious as to the best way to tie the lam beam into the other walls to provide a solid structural tie in. The beam is only a 10' section of wall that we are dropping. what would be better for this application a 2x10 or a 2x12 lam beam ? Thanks for in advance for your help

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Old 08-23-2009, 09:38 PM   #2
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Old 08-23-2009, 09:47 PM   #3
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any thoughts guys ?
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Old 08-23-2009, 09:52 PM   #4
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any thoughts guys ?
If you havent figured out the load or dont have an engineer to figure it out go with a steel I-beam. Better safe then sorry. I like steel, much stronger, cheaper and less flex.
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Old 08-23-2009, 09:58 PM   #5
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What do the stamped engineers plans say, the ones that were submitted to building dept?

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Old 08-23-2009, 10:08 PM   #6
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What do they stamped engineers plans say, the ones that were submitted to building dept?
I dont think they say, because I dont think they exist
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Old 08-23-2009, 10:50 PM   #7
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I am not sure I have an answer but, I do have a question.

How much a sq/ft for installing slate?
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Old 08-23-2009, 11:11 PM   #8
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How much a sq/ft for installing slate?
Depends on how guud you want it installed. I can do it for $2 ft if you dont mind a slight unevenness and a little grout displacement.
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Old 08-24-2009, 07:58 AM   #9
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I have a load bearing wall that I am eliminating and putting in a lam beam. My question is, what is the best way to tie into the existing walls on either side of the wall we are dropping. I am just curious as to the best way to tie the lam beam into the other walls to provide a solid structural tie in. The beam is only a 10' section of wall that we are dropping. what would be better for this application a 2x10 or a 2x12 lam beam ? Thanks for in advance for your help
tree fiddy
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Old 08-24-2009, 07:59 AM   #10
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any thoughts guys ?
I think you should hire a licensed general contractor who knows what they are doing and have a P.E. figure the loads, get the plans sealed and pull a permit.
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Old 08-24-2009, 01:45 PM   #11
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Originally Posted by brian1780 View Post
I have a load bearing wall that I am eliminating and putting in a lam beam. My question is, what is the best way to tie into the existing walls on either side of the wall we are dropping. I am just curious as to the best way to tie the lam beam into the other walls to provide a solid structural tie in. The beam is only a 10' section of wall that we are dropping. what would be better for this application a 2x10 or a 2x12 lam beam ? Thanks for in advance for your help
Any "GC" should know how to post up a beam in a wall. Do you know what jack studs are
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Old 08-24-2009, 01:48 PM   #12
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Is" xxxxxxxxxxxxxxx" on the east or west coast?
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Old 08-24-2009, 02:04 PM   #13
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Is" xxxxxxxxxxxxxxx" on the east or west coast?
How do you pronounce that

e-xxxxxxxxxxx-S
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Old 08-24-2009, 02:06 PM   #14
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Any "GC" should know how to post up a beam in a wall. Do you know what jack studs are
We sometimes call'em trimmers on the left coast.
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Old 08-24-2009, 05:16 PM   #15
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We sometimes call'em trimmers on the left coast.
Tru dat,.. i hear that out here too sometimes.
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Old 08-24-2009, 05:21 PM   #16
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Originally Posted by brian1780 View Post
I have a load bearing wall that I am eliminating and putting in a lam beam. My question is, what is the best way to tie into the existing walls on either side of the wall we are dropping. I am just curious as to the best way to tie the lam beam into the other walls to provide a solid structural tie in. The beam is only a 10' section of wall that we are dropping. what would be better for this application a 2x10 or a 2x12 lam beam ? Thanks for in advance for your help
Are the "existing" walls part of the wall you are removing, and in line with it on either side? if so, treat it like a header in a R.O. just use 3 or 4 jack(trimmer) studs.
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Old 08-24-2009, 05:25 PM   #17
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Simple answer to the last question.
A 2x12 beam is BETTER than a 2x10 beam

Always glad to help with the tough questions.
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Old 08-24-2009, 08:08 PM   #18
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What a lot of HO's err people forget to consider is not just the header size but also the footing size.You are taking weight that was spread out over a 10' span and now it is going to be bearing on two 6" or so areas.If the wall was holding up only ceiling joists it is not usually a problem.But anything else and you can have big trouble.
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Old 08-24-2009, 08:35 PM   #19
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I wonder if he put the slate in first?
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