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#1 |
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Pro
Trade: Remodeling contractor
Join Date: May 2006
Location: northern MA.
Posts: 442
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Stoned
I'm building a deck on a customer's house. I've done hundreds of decks. So, in no way is this my first deck. But I definately don't want it to be my first deck to fall down!
![]() The curve ball is she has a field stone foundation and the door is only about 10" above foundation. Because I want a 7" step into the house(to avoid any water damage down the road from snow and water splash) I'm able to catch the bottom plate with one lag but that's only about 2" of meat on my ledger board.(2x10). I'm wondering what is the best way of connecting bottom half of ledger. Lags and shields into the stone foundation is one way but I'm questioning the integrity of the cement between the stones (about 1 1/2 - 2 1/2" grout lines). Or lag into bottom plate catching what I can of the ledger and putting posts/footings underneath(not looking forward to this option). Any suggestions from you deck gurues that may have had a similar sitituation would be greatly appreciated.
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#2 |
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Pro
Trade: builder of stuff, real nice stuff
Join Date: Dec 2005
Posts: 477
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Re: Stoned
So you are building a deck 3 inches off the ground? What are you using for joists? I would not mess with the foundation, and don't here in Michigan. I would go free standing but I don't see how you can ventilate a deck basically on grade. I have routinely put decks right up under the threshold on the door with now problems with Water or snow. Remember I am in Michigan so I know all about deep snow.
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#3 |
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Pro
Trade: Custom deck builder
Join Date: Aug 2005
Location: Colorado Springs, Colorado
Posts: 4,312
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Re: Stoned
Most people dont want the step down onto thier deck... Never had a problem yet with them right up to the door. If I were you I would use 2 lags in each joist bay into the bottom plate and 2 more into the foundation with redheads or if it is a block foundation then use these Toggler Just make sure you are drilling into the hollow part of the brick.
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Robert Shaw Colorado Springs Custom Decks Colorado Custom Decks Custom Composite Decks |
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#4 | |
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Pro
Trade: Remodeling contractor
Join Date: May 2006
Location: northern MA.
Posts: 442
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Re: StonedQuote:
NO the deck is not 3" off the ground. Maybe I didn't explain it well. The finish height is about 48" off ground. The problem is the house is about 100yrs old. codes being differant back then (if they existed at all) they only used 2x6(full) floor joists plus bottom plate etc. equals roughly 10" and the house sits on a stone foundation. What I'm looking for is the best way to connect the bottom half of my ledger board (can't hold a 300sqft. deck up with the top 2" of a 2x10) to the STONE foundation we're talking roughly 100 yr old mortar.
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#5 | |
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Pro
Trade: Custom deck builder
Join Date: Aug 2005
Location: Colorado Springs, Colorado
Posts: 4,312
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Re: StonedQuote:
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#6 |
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Member
Trade: Manufacturer
Join Date: Feb 2006
Posts: 34
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Re: Stoned
I struggled with this problem at my mom's house, built in 1820. What we ended up doing is finding spaces between the foundation blocks that we could fit 3/4 allthread through. On the inside we ran it through blocks of 2x6. This made a good secure connection. We put composite decking spacers on the outside to hold the ledger off the stone, and then drilled thru holes in everything, added nut and washer, and tightened it all up with good results.
Last edited by lgoode; 07-25-2007 at 10:52 PM. Reason: clarity |
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#7 | |
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Pro
Trade: Remodeling contractor
Join Date: May 2006
Location: northern MA.
Posts: 442
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Re: StonedQuote:
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#8 |
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Pro
Trade: Plumber
Join Date: May 2007
Posts: 1,165
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Re: Stoned |
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#9 |
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Pro
Trade: Deck Builder
Join Date: May 2007
Location: Indiana
Posts: 311
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Re: Stoned
I vote freestand. That foundation & mortar is 100 years old. I would not rely on it. My house is 107 year sold & some of my stone footings are 2' thick plus in spots. Finding a path through those stones & buying a 2' concrete bit seems like more of a pain than augering a few more holes & dropping in some crete.
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#10 |
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Pro
Trade: Remodeling contractor
Join Date: May 2006
Location: northern MA.
Posts: 442
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Re: Stoned
whent out and bought a bosch rotary hammer. Drilled into center of stones( mostly granite) and put in 6" long 1/2" redheads. Plus 6" lags into bottom plate.
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#11 |
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Pro
Trade: Porch and Deck Builder
Join Date: May 2006
Location: Toronto
Posts: 1,773
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Re: Stoned
Did you have a problem with the field stone being uneven and attaching a flat board to it? Just wondering if you had to shim spaces.
Also, I'm just thinking that horizontal or pull out resistance of a piece of stone, (not the redhead) might not be that great. As much as sinking a few posts INTO the ground may not always be a great idea, the lateral support might alleviate some pull on individual pieces of stone that the redheads are sunk into. If that is even an issue. Or maybe even a few post on piers close to the ledger to help out. Just a thought. |
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#12 |
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Pro
Trade: Custom deck builder
Join Date: Aug 2005
Location: Colorado Springs, Colorado
Posts: 4,312
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Re: Stoned
Never even thought about using ledger lock instead of lags... I bet you could get 2 into each joist bay and into the sill plate without a danger of cracking the board. Kind of late now unless you want to go and put 1 more into each jost bay.
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#13 |
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Member
Trade: Manufacturer
Join Date: Feb 2006
Posts: 34
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Re: Stoned
Back to the project at my mom's and using the threaded rod through gaps in the granite foundation - so far so good. These are some pretty substantial pieces of granite, probably 2' thick. On the inside, we did use the composite as blocking as well, it seems to be working well. I'll have to get under there soon and make sure everything's all snug still.
Sounds like the solution you found was a good one. Marty |
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#14 | |
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Pro
Trade: Remodeling contractor
Join Date: May 2006
Location: northern MA.
Posts: 442
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Re: StonedQuote:
Rob I did actually get two per bay : one in granite and one in wood, both 1/2" X 6"
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#15 | |
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Pro
Trade: Remodeling contractor
Join Date: May 2006
Location: northern MA.
Posts: 442
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Re: StonedQuote:
. But, you're right a couple of posts couldn't hurt. Never saw a deck fall down becuase of too much support.
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