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09-06-2009, 09:21 AM
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#1
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Pro
Trade:
excavating
Join Date: Jul 2009
Location: upstate ny
Posts: 101
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I have never seen a screw up this bad
I get a call to look at a ladies yard last week, she wants the yard graded and and a lawn installed. Her boyfriend rented a skid steer and made a mess so she wanted it fixed. Home was a new modular built in May. I go there and look at the yard and she mentions that she wants a patio at some time so I sell her a new yard and a stamped concrete patio. The home has a walk out basement, I am at the home to sign contract and get deposit and notice that some #2 stone and fabric at grade level, with out giving away the problem, I want you guys see the photo's first. Forget the fact that the bedding isn't there or fabric. She also has her sdr35 sewer clean out sticking up threw her stone driveway about 6". I gave her my lawyers name. Winter is on it's way, I have two possible fixes in mind what do you guys think?

this photo is taken from the area below window on the right. Notice the foundation coating, these guys had to know but didn't care.

as you can see I brought my dozer but never got a chance to use it
Last edited by jmacd; 09-06-2009 at 09:30 AM.
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09-06-2009, 09:51 AM
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#2
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LRG WoodCrafting
Trade:
Professional Sawdust Producer
Join Date: May 2005
Location: USA, Connecticut
Posts: 3,903
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Looks like somebody forgot to continue the foundation footing along the length of most of the house. Looks like there is a pc of repbar there so they could continue the footing and have a good tie in point. The fix is going to be costly.
__________________
Measure Twice Cut Once -- It's a lot easier to cut more off then it is to cut MORON.
Quote:
Originally Posted by HusqyPro
Carpenter by day.
Mad scientist by night.
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http://lrgwood.com
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09-06-2009, 10:13 AM
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#3
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Pro
Trade:
Remodeling
Join Date: Oct 2007
Location: Northwest Connecticut
Posts: 1,136
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Other than what you mentioned, and no waterproofing on the foundation,those footings are quite shallow,looks like you'd have to backfill clear up over those windows,hopefully the step in the footing is far enough past the opening to fit anything other than a narrow passage between the walls you'll have to erect to hold the backfill in place.
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Last edited by oldfrt; 09-06-2009 at 10:18 AM.
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09-06-2009, 10:14 AM
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#4
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Pro
Trade:
excavating
Join Date: Jul 2009
Location: upstate ny
Posts: 101
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Thats a pin we put in place to determine patio elavation has nothing to do with the problem. The footing is in place so the home has a footing, no problem with that but it does have to do with the footing.
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09-06-2009, 10:18 AM
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#5
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Pro
Trade:
excavating
Join Date: Jul 2009
Location: upstate ny
Posts: 101
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Oldfart, bingo the footing has less that 20" of cover, closer to the door it is like 4" of cover, code is 48" they should of stepped the footing down at the corners of the home because of the windows on both sides. This home was built with no walk out basement in mind. What's the fix?
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09-06-2009, 10:19 AM
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#6
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Member
Trade:
Remodeler
Join Date: Mar 2008
Location: Central NJ
Posts: 87
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With a walkout basement like that the foundations whould have been much deeper, especially in upstate NY. Your frost line has to be about 48" and I can see some cracked walls happening this winter.
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09-06-2009, 10:21 AM
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#7
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Member
Trade:
Remodeler
Join Date: Mar 2008
Location: Central NJ
Posts: 87
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Damn it, you obviously type faster than me. No idea on the fix but it is gonna be $$$$$$$$$.
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09-06-2009, 10:30 AM
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#8
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Pro
Trade:
Remodeling
Join Date: Oct 2007
Location: Northwest Connecticut
Posts: 1,136
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Quote:
Originally Posted by jmacd
what's the fix?
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lawsuit !!!!!
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09-06-2009, 10:41 AM
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#9
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Pro
Trade:
Remodeling
Join Date: Oct 2007
Location: Northwest Connecticut
Posts: 1,136
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Could you put up retaining walls on each side of the cellar entry 6'-8'out and have it open into the new patio.
You'd have to address the curtain drains(cut and run to Daylight behind the retaining wall).
If the windows are too low,I don't think window wells will work,so that would have to be addressed.
Or,
Sell her on a nice big addition back there so the new foundation could be done right and some carpenters could get some work out of it!!
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09-06-2009, 10:41 AM
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#10
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Pro
Trade:
excavating
Join Date: Jul 2009
Location: upstate ny
Posts: 101
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Lawsuit yes, she has to pay to get it fixed in the mean time before winter, I am thinking underpinning so we will see how it shakes out. I could of just went and did my part and cashed the check but I try and do rite by every customer.
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09-06-2009, 10:44 AM
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#11
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Pro
Trade:
excavating
Join Date: Jul 2009
Location: upstate ny
Posts: 101
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Oldfart, that was the other solution I suggested, she said that she didn't want walls, you would also have to do new windows 48" higher than the footing. This would be the cheapest fix.
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09-06-2009, 10:50 AM
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#12
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Curmudgeon
Trade:
carpentry/remodeling/"Yes M'am we do"
Join Date: Apr 2006
Location: Beech Grove, Indiana, Birthplace of the "King of Cool"
Posts: 10,151
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I see where the top of the
footer is, but did you dig down
to see the bottom?
I have poured extra deep footings
to avoid extra block or form work.
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09-06-2009, 10:54 AM
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#13
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Pro
Trade:
building for 30 years. new homes , additions , lite dirt work ,
Join Date: Feb 2008
Location: NY
Posts: 374
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Ive add additions to 3 houses this year with the tops of the footing sticking out of the ground ?
I really cant see any one having a huge problem with it . If the basement area is heated the ground doesn't freeze next to the house any way .
You can add a frost wall across the back of the house with some polystyrene foam to keep it warm . We have 48" footing depth here but most homes don't have more then 30" of depth . John
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09-06-2009, 10:56 AM
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#14
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Pro
Trade:
Building and Remodeling
Join Date: Nov 2007
Location: CONNECTICUT
Posts: 1,084
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She could always close up the door and use window wells for the windows...frost line is measured from the bottom of the footing and upward...looks like you should just make it from the window down...That would be the cheapest way out.
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09-06-2009, 10:58 AM
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#15
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Pro
Trade:
excavating
Join Date: Jul 2009
Location: upstate ny
Posts: 101
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That could be the case but those footing would have to be 48" tall. The footing drain would be deeper also. I did not dig any further wasn't my scope of work, remember I was there to install lawn and patio did not want to dig up her yard. I stopped at this point. I did call the builder and he said he thought his excavator stepped down at the corners. The inspector is coming Tuesday. I would be happy to go and do my part get paid and move on.
Last edited by jmacd; 09-06-2009 at 02:03 PM.
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09-06-2009, 10:59 AM
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#16
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Pro
Trade:
Framing
Join Date: Jan 2009
Location: Utica,NY
Posts: 521
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If that is the top of the footer, why not insulate with 4" of foam.
Can't remember the term for this. She might loose the sliding door.
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09-06-2009, 11:03 AM
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#17
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Contractor
Trade:
Excavation, Foundation, Concrete
Join Date: Feb 2006
Location: Maryland
Posts: 2,023
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Quote:
Originally Posted by neolitic
I see where the top of the
footer is, but did you dig down
to see the bottom?
I have poured extra deep footings
to avoid extra block or form work.
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I have to agree w/neo.
The foundation guys here will dig to frost and fill the trench with concrete, then set panels on that.
Or they may step the footer down and use short panels on the bottom to make up the difference. More investigation is needed here.
The photos indicate that this was planned as a walk out condition, the foundation coating line would lead me to believe it has a frost footing along the back wall starting at the corners.
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09-06-2009, 11:03 AM
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#18
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Pro
Trade:
building for 30 years. new homes , additions , lite dirt work ,
Join Date: Feb 2008
Location: NY
Posts: 374
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I think Neolitiic has a point , you could be looking at the step down point .
I use 3' thick footing all the time for additions .
The rear wall could be dug down and the footing could be there .
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09-06-2009, 11:06 AM
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#19
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Pro
Trade:
excavating
Join Date: Jul 2009
Location: upstate ny
Posts: 101
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wellbuilt, code is 48" and we get well below "0" here for weeks at a time so the ground does freeze "hard" for months. I have dug thru 36" of frozen ground before in January, if this was my new home I would not want to worry about "what if" my footing moves. This is not what I would call "best practise" and it sure doesn't pass code, unless Noelitic is correct. Remember this is not anymore of a concern of mine except that I know that this was built wrong if Noelitic is wrong, still not my responsibility to prove that it was built correct. I would be glad to drag my digger over there and dig it up if the customers wants to pay me to do so.
Last edited by jmacd; 09-06-2009 at 11:10 AM.
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09-06-2009, 11:06 AM
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#20
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Pro
Trade:
building for 30 years. new homes , additions , lite dirt work ,
Join Date: Feb 2008
Location: NY
Posts: 374
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Quote:
Originally Posted by jmacd
That could be the case but those footing would have to be 48" tall. The footing drain would be deeper also. I did not dig any further wasn't my scope of work, remember I was there to install lawn and patio did not want to dig up here yard. I stopped at this point. I did call the builder and he said he thought his excavator stepped down at the corners. The inspector is coming Tuesday. I would be happy to go and do my part get paid and move on.
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I would have kept the drain at top footing hight so it could be dug to daylight .
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