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#1 |
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Member
Join Date: Apr 2012
Posts: 31
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Something doesn't seem right here. Structural wall removed with no support.
Opened up some drywall and found something that really concerns me.
These monkeys that used to live here removed this wall. I'm quite concerned as it looks like it's a load bearing wall as you can see the joists overlap above the wall. There is really nothing holding up those joists besides two 2x4's laying flat. Do I need to be concerned? Plz help. |
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#2 |
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Framing Contractor
Join Date: Feb 2009
Location: NE Ohio
Posts: 892
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Something doesn't seem right here. Structural wall removed with no support.
Is there a 2nd floor above that? Does any roof load bear on that? How big is the door?
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#3 |
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Member
Join Date: Nov 2011
Location: Hartfield VA
Posts: 18,812
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Something doesn't seem right here. Structural wall removed with no support.
Looks like your right. Should have been a header there.
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#4 |
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Member
Join Date: Apr 2012
Posts: 31
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Something doesn't seem right here. Structural wall removed with no support.
What a nightmare. I just found another wall that has been removed. Same issue.
There is a 2nd floor above. Opening is 5'. The other opening is almost 8' only supported by end nailing into one 2x8 joist! Omg how is this house still standing? No fat chicks allowed until this is remedied. :0 |
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#5 |
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Member
Join Date: Oct 2012
Location: Albuquerque NM
Posts: 685
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Something doesn't seem right here. Structural wall removed with no support.
To bad they hacked it, it needs a header. I wonder if you run a straight edge across like a 6' level, if would find any bowing in the center?
Reframe it would be pretty straight forward, build a couple temp 2x4 walls a foot or so back, then can remove the mess that is there and redo it. Not sure on the sizing of the beam, would think if those are 2x8 floor joist. Could run one king and one jack on each end. (I prefer 2 jack) Then 2, 2x8 with 7/16" osb in between to create a 4x8 header. Would be 10 times better then what you have. Could cut back the floor joist and slide the header up and make it flush with the ceiling, hang the joist off the header with hangers. Takes care of the framing, all the electrical is going to be a little more tricky.
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If it was easy, we would not call it work! |
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#6 |
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Member
Join Date: Apr 2012
Posts: 31
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Something doesn't seem right here. Structural wall removed with no support.
Thx so much Funf.
I was searching around to see if I could do what you mentioned about cutting back the joists and hanging them off the header. I really like that idea. More work but much cleaner result. I'm going to make the headers from (2) 2x8's and (2) 2x4 jack studs on each end. Thx again. If u know where I can find more info about how to do this right. Plz fwd. |
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#7 |
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Civil Engineer
Join Date: Mar 2009
Location: Boston
Posts: 3,583
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Something doesn't seem right here. Structural wall removed with no support.
Do a search on this forum for headers or similar words. This topic (installation of headers) has been discussed many times on this forum over the past few years, lots of suggestions on temporary support, design standards for headers, how to obtain a permit, proper support, flush headers, use of joist hangers etc. You may want to check in with your local building inspector regarding the required size for the header, there are different building codes in different areas, and the local inspector always has the last word.
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#8 |
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Member
Join Date: Oct 2012
Location: Albuquerque NM
Posts: 685
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Something doesn't seem right here. Structural wall removed with no support.
I like to run a king stud all the way up the side of the header to the top.
Will be more nailing surface, or screwing, help keep the ends of header from twisting later. Then you put 1 jack under the header, making a 4x4 post attaching the jack to the king. Will leave the header siting on 1 1/2" jack stud and is fine. If you have room, for door opening and such, a second jack will leave the header sitting on 3" of jack on each side. With your 5' and 8' opening, 1 1/2" is fine, for larger headers and wider 16' openings, code here would require 2 jacks ... will beef it up, but if you do not have space to lose 3" of opening, would not lose sleep with your size openings. with a king and jack will be fine and create a 4x4 post for it to sit on. 2 jacks and a king you create a 4x6 post for it to sit on, again will help reduce twisting as it dries and prevent drywall cracks later. But is over kill in your situation ... extra jack on both openings would cost about $10.
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If it was easy, we would not call it work! |
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| The Following User Says Thank You to funfool For This Useful Post: | Siubeer (11-19-2012) |
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#9 |
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Member
Join Date: Apr 2012
Posts: 31
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Something doesn't seem right here. Structural wall removed with no support.
Great!
Turns out I'm just gonna put the header under the joists. It's not gonna help to make it all flush since we want to define the room and the headers will actually help. The post that will hold the headers are made of (4) 2x4's for the 8' opening and (2) 2x4's for the 5' opening. On the other ends I'll have (2) jack studs and one more at the ends. Hopefully get this all up tomorrow and post some pics. |
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#10 |
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Member
Join Date: Dec 2011
Location: B.C. Canada
Posts: 2,004
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Something doesn't seem right here. Structural wall removed with no support.
also need support in the floor below and the walls below and whatever.
the 'point load' has to be carried down to footings |
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#11 |
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Member
Join Date: Mar 2005
Location: Welland, Ontario
Posts: 6,101
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Something doesn't seem right here. Structural wall removed with no support.
I have never seen a 2x4 used as header especially at 8 feet long.
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Do not PM with questions that can be asked in a forum. I will not respond. |
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#12 | |
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Member
Join Date: Apr 2012
Posts: 31
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Something doesn't seem right here. Structural wall removed with no support.Quote:
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#13 |
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" Euro " electrician
Join Date: Apr 2006
Location: WI & France { in France for now }
Posts: 5,095
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Something doesn't seem right here. Structural wall removed with no support.
That something I have see it from time to time on either side of pond and some peoples NEVER understand what load bearing means at all.
So before you start run new 2X8 headers you will have to deal the floor part where you have in basement or crawl space and see how well it is builted if not then you will have to make a block or a post to take up the load but pay attetion to basement floor or crawlspace to make sure you have good footing below. As other member mention use 6 foot level or use the laser light to see how much it bend down and I am not suprised if that did kick down at least 1/4 inch. some case more. Now for electrical item when you have the ceiling / walls open up it is good time to take a close look see if those fomer dolts ran a hidden junctionbox if so that is a good time to address it now before you close up the wall. If you have electrical related question just posted over electrical section one of us will answer your question on that. Merci, Marc
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The answer will be based on NEC ( National Electrical code ) or CEC ( Cananda Electrical code ) or ECF ( Electrique Code France ) |
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#14 |
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Member
Join Date: Mar 2005
Location: Welland, Ontario
Posts: 6,101
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Something doesn't seem right here. Structural wall removed with no support.
Misread your reply. I thought you were using 2x4 for headers. Now I see you are using them for posts.
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Do not PM with questions that can be asked in a forum. I will not respond. |
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#15 |
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Moderator
Join Date: Mar 2009
Posts: 8,843
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Something doesn't seem right here. Structural wall removed with no support.
Double 2x8's may not be enough, bottom chart:http://publicecodes.cyberregs.com/ic...002_par021.htm
Gary
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Clean the dryer screen in HOT water if using fabric softener sheets. They leave a residue that impedes air-flow, costing you money. Clean the ducting in the last six months? 17,000 dryer fires annually! |
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