MONO POUR!! Small ICF Fox blocks foundation.
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- Опубликовано: 20 июн 2024
- We saved this customer from not getting there project done on time. We do small jobs as well as the big ones. My own system to do MONOPOUR was the key to getting this done on time.
I was in construction for fifty years and I can still learn things from you guys. Thanks
As a Journeyman finish carpenter, we move wood mouldings into a home 3 days in advance of the work, to adjust to temp and humidity.I love the way the mud gets offloaded right away!!
When I see a Bondo video pop up, I drop everything else to watch it. Always interesting, always time well spent.
Great job Bondo and crew. Using conduit to hold the footlngs together was brilliant. Thxs for the vids!
First 👍's up BB thank you for sharing 🤗
Always a good day when Bondo drops a video👍
Just drove through Oswego on June 20 on our way to Lake Placid. Stopped for lunch at Rudy's Drive In.
You got me a little nervous with the 'bucket ladder'. Great work from your crew, as always!
Looks great guys. That was a smart way to do that one!
Atta' Pepper, great job!
I always learn at least one little tip or trick when watching your videos. Thanks.
Bondo thanks for the Video I needed something to watch.🤙🔥🇺🇸
👍 That the way we do it. Especially smaller pours. I say that but we have done bigger puts too
Another fantastic job. I can see why Rho wasn't in the video... cramped quartets, and it's in the city.
I always learn from your videos. have been using Form A Drain and spacer/ saddles all week can. Have not worked up to do a mono pour yet.
you are a good cement guy with a great crew
just Farmer engineering, we do that stuff all the time in commercial work, typical. But good for a small residential guy!
Great video. Thanks for sharing
Top notch 😊😊😊😊
I used icf foot hold brackets for my footing and the icf blocks sit nicely inside the footer and allows for one solid pour. Worked great!
I really like these mono pours it just makes sense to me is there a reason you wouldn't do this when you can
Love seeing these mono pours!
Wow that was a tight pour. Came out nice
Thanks
PLEASE let me hire you to telephone consult on an 18' x 18' building pour....... Your are the master, SIR!
Could’ve got an engineer to do a bar bending schedule to provide a combined base / starter bar arrangement to support what you’ve done there. Would’ve assumed it’s been done before & details available if you ask for em.
We are going to be building are house in the province in a few weeks I will be doing some live on the build from start to finish
Is the funnel and flex chute piece yours or the cement company's?
Nice job
Smash that like Button!
is there a concern about the conduit becoming a conduit for water to travel to the inside of the wall from the outside?..........and are you going to make a video if you and the crew going to your big grand opening spa day 😁😆.....they work hard I think they deserve it
He said he’s filling with concrete either side afterwards so it won’t matter - leaving a crawl space above it
Water could penetrate through the joint of the wall junction if it’s not sealed
@@messageobliquespe100 I thought on this job it was going to be gravel filled on each side
@@rodrod383yep - I thought in beginning it was to be concrete - just watched the end - gonna be gravel -
At the end he said doesn’t have to be waterproof / dry
Would you do a ICF swimming pool in Canandaigua?
Ingenious.
That is a damn slick way to do a monolithic pour, great! Are the anchor bolts exposed enough for a double sill plate?
Doesn’t look like it - but Is he putting a double sill plate in?
He says he’s gonna put some decorative stone on top of the icf wall
@@messageobliquespe100 Not the top of the wall, the outside of the ICF wall is going to be faced in stone to match the exterior of the existing foundation wall of the house.
@@chrisdaniel1339 ahh ok - I misunderstood the end of the RUclips then -
I’m assuming your question - are the anchor bolts “long” enough for a double sill plate 🤔 Doesn’t look like it - but I suppose it wouldn’t be problematic to post fix afterwards. I wasn’t familiar with the term double sill plates here in the UK but googled & see it’s common in the U.S. & other places. Plenty of design/details/requirements to follow what’s required.
Oh, & numerous RUclips’s where chaps have had to replace due to rot! We tend to adopt fairly good waterproofing details to reduce this.
Biscuit's real name is Jay?
Edit. that's a really cool way to create a wall but is it cheaper than laying blocks or about the same?
I’d say ‘even’!
Depends how much the blockwork layer wants to charge / how many days / cost of blocks etc etc
Client wanted it quick - so I think there was a good margin in this!
Would be nice to know -rates/prices vary district to district - labour force available
If you wanted a job done - do a fag packet sketch & give it to local builders - & see if they’d do a job like this
when pouring that height with those wide footers, do you have to aerate that cement even though it's a thin wall? I would figure it would be poured in sections because the wall is so tall. looks really good except the Fox block markings
Prob not - it’s more than likely been taken into account by the design mix of the concrete - a self compacting concrete mix with plasticisers added amongst a few other requirements . Should all be in the specification - as agreed with the engineer. Concrete might be fibre reinforced just to reduce thermal cracking when curing.
@@messageobliquespe100 I've read all about HPFRC by the guy who wrote book on everything cement can be mixed with. fiberglass, carbon, carbon fiber, foam, and crap ton of other stuff. really interesting stuff and I'm excited to learn about concrete mixes and foundations
@@TecraTube excellenté!
I had to do as I went into structural engineering after leaving school. I didn’t have much interest in concrete in the beginning tbh & studying it was more of a chore. I was more interested in steelwork design. Fast forward numerous years & most of my work became the design of multi storey reinforced concrete structures. A number of advancements over my lifespan & changing of design codes through the years have made it a very technical subject - if you want it to be. It’s a simple enough medium to use but mistakes can be made - that’s why specifications / design mixes are key to what one requires/expects.
@@messageobliquespe100 you sir are 💯! I really enjoy the technical aspects of HPFRC. I don't work with concrete but just love it
One of the main reasons for a mono-pour is to eliminate a cold joint where water can push in. But this method leaves metal tunnels embedded in concrete between the inside and out. I know that for this job, the interior is going to be filled so it doesn't matter. But I don't think I'd want to use this method for a dry basement. Wouldn't those metal tubes provide nice expressways for water to get in?
Another question. Why ICF if you're going to fill the whole thing up with dirt anyway. Excuse my warm climate ignorance, but does the insulation really serve any purpose other than a quick and easy way to build a poured wall without the forms?
Where water might permeate - but know what ya mean
Cold joint / construction joint / - the joints gonna be ‘mainly’ in compression so not really a problem - but they’ll be some tension / compression to the joint if from surcharge from backfill or if car parked alongside.
He’s filling either side afterwards with stone covering those tunnels - & says it doesn’t require to be dry
He’s not filling the whole thing up as he’s leaving a crawl space
The ICF blocks are purely for ease of construction - so the insulation is not important - it’s just a Formwork. Client needed job done quickly if you watch the early part to the RUclips - so not pouring a separate footing / nor another trade to provide blockwork etc
Saves time
That’s how we do it guys, hmmmm
Do the conduit tubes not create little tunnels for water to ingress from the outside to the inside?
Or will the slab come up higher & then deal with that?
Carpenter & Joiner here in the UK, these ICF aren't very common over here but I have seen the odd job using them in the last few years.
He said he’s filling with stone either side afterwards - leaving a crawl space above it - & it doesn’t have to be dry
Water could penetrate through the joint of the wall junction if it’s not sealed
The slab will be at top of wall where he mentions anchor bolts
As you’re a carpenter & joiner - you’d prob not want to see much of this if you do Formwork & shuttering! 😂
Is that a Basement? Or Just a Really Deep Foundation? Im Serious... IDK Im from California.
Sorry to hear that you're from California , my condolences
He’s not utilising as a basement / but they’ll be a crawl space if you listen towards the end - I’m not a serious person - from another planet here! 😉
ya but what about that wire lol
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Where?
Hope that is not a historic district
Why’s that then
Hey Bondo, I’m an icf dealer looking to network some product in your area, do you have an email I can get in contact with you by?
For got the @bondo built