Tag Archives: Eye Candy

Bedroom Shotcrete

6

Posted on August 18, 2016 by

After a lot of setup work, we were finally ready to have the shotcrete sprayed over our bedroom wing.  The Quonset garage was actually done at the same time, but that is another post.

In this post, we have some pics to illustrate the process and challenges, along with some tips for anyone planning to do something similar.

But first, The video.

The Video


Challenges

Financial

Try to get a quote that includes some expectation of how far they will get.

With each shotcrete visit, the cost (when I divide out per yard) has gone up dramatically.  I don’t have the calculation right in front of me, but this visit was more than double the cost per yard of the basement job, and that first one totally blew the original estimate out of the water.  So, as you can imagine, we have now (writing after the 3rd shotcrete session) blown thru all the money we allocated for shotcrete in the budget.  It is not so much that the shotcrete company underestimated the daily costs, but they dramatically overstated the amount they could get done in a day.  During this run, there was one day when they only got 8 yards (because the compressor broke), other days got 16 or 24. They said they would pro-rate, but in the end, the costs were all the same per day.  If you are paying a daily rate and the volume can vary from 8 to 24 yards, it is difficult to budget.

We will need to come to a better agreement that factors in some of my expectations when we do the next shotcrete.  We want to be fair (it is hard specialized work), but we don’t want to go bankrupt either. Next time, I am going to try and work in some better expectations of how far they should get for the money.  It probably seems basic, but I am sure it is easier said than done.

A few more guys is a good thing.

Each day costs thousands of dollars for the base crew and concrete… The extra finishing guys are just a few hundred dollars each.  That is a bargain when you realize how much energy they save the base crew (so those guys get more concrete up) and how much smoother they make the walls (so you can save on waterproofing).

The lift will save you more than it costs.

The lift rental was over a thousand dollars.  This got worse because the shotcrete took a weekend and several days more than expected.  But actually, they guys at Wolverine Rental were pretty cool about it and made me a good deal that factored in days when I wasn’t actually using the rental, even though it was sitting on my lot.

The crew would have liked a nicer lift with a more powerful engine and tracks, I can’t even comment on how much more that would have cost because I simply couldn’t find one at any of the rental places in my area.  I suppose it would have saved a little time (they got stuck a few times), but probably not enough to justify the additional cost (I am guessing it would be a lot more).

The crew also complained about not having a second lift for the finishing crew.  Looking back, this may have paid for its self…  I’ll have to do a more careful financial analysis when I get a chance, but probably.  Looking forward toward my remaining shotcrete jobs, I don’t think there will be enough lift work to justify two, but maybe…

After saying all the negative stuff first for some reason… I will also say that I am pretty sure the lift really saved us more than it cost.  Certainly, it was necessary for reaching the awkward hard-to-reach places with that shotcrete hose.  But it also helped in the other areas where they could have used scaffolding or some “cheaper” method.  It helped move the hose around and allowed the guys to conserve their energy so they could get further in a day and do a better job.  I can do a quick mental calculation and say that it easily saved me much more than it cost.

Update: Funny side update, but 6 months later the Shotcrete contractor texted me to say that the lift (which his crew operated) damaged his 900$ hose while it was pulling it around.  Later in the text conversation, he said he would be nice and not bill me for the damage.   ¯\_(ツ)_/¯

Chunks

One of the mix trucks must have had some old cement set inside it after a previous delivery.  When it brought us our concrete, those chunks broke off and jammed up the concrete pump causing us to lose nearly an hour while the shotcrete guys tried to get the chunks out again.  Because we delayed the cement truck past the time they expected it to stay on site, the concrete company charged us an extra fee (75$), which was nothing compared to the value of the delay to us…  Any longer and we would have had to dump the remaining concrete. At the time, Sherri took this picture of the chunks so we could argue against the silly charge, but in the end, the 75$ wasn’t enough to bother fighting.

The chunks of concrete that came out of the mix truck and jammed the concrete pump. Sherri’s shoes for scale.

 

Equipment

The concrete comes from the supplier in a mix truck.  The factory adds the dry ingredients into the truck according to the recipe from the shotcrete guys.  It is basically a 7 sack mix with sand and peastone and Fly Ash (carbon nanospheres that help it flow) and various other admixtures determined by the weather and other conditions.  Along the way, water is added and the barrel of the truck turns to mix it up while on the way (which is why it is called “transit mix”).  They need to get the concrete out of the mix truck and on the wall within 90 minutes of starting to mix it.

Once on site, the concrete truck dumps the wet concrete into the hopper of the concrete pump.  This pump uses a 110 HP Cummins diesel engine to power two large 6-inch diameter pistons that can handle pumping concrete with aggregates at a rate of up to 50 cubic yards per hour.  Of course, they never got above 8 yards per hour, but that is more a function of the complexity of my design.

Meanwhile, the compressor sends high-pressure air thru the smaller hose (1-inch diameter) to the nozzle where it meets the pumped concrete and blasts it thru the nozzle and out into the air…

All of this comes together in the nozzle.  The most obvious control is a mixing valve for adjusting the ratio of air to concrete right behind the nozzle.  The concrete pump is controlled by a remote that was usually carried by another guy (who could go over and check the pump when something goes wrong).  The nozzle man indirectly controls the flow rate of the concrete pump by communicating with hand signals (and occasional verbal abuse) to the guy with the remote.  The nozzle is also pretty heavy and the video clips show how the nozzle man has to work with his whole body to control it, often while standing in very precarious positions.  The end of the nozzle is a rubber tip that can be switched out depending on the task or concrete properties.  The nozzleman can control the fan of the shotcrete spray by pinching this tip with his fingers.

From there, it is all muscle and skill as the nozzleman builds up the concrete in the right places, properly encasing the rebar and all the other annoying things I have in my walls.

These are the main pieces of equipment that make shotcrete possible.

 

Big job

Shotcrete requires a lot of setup to get rolling.  Once the guys get rolling, they can only put up so much concrete in any one place before it starts to schlep off.   Instead of doing the bedrooms and Quonset separately as two smaller jobs, we combined them.  I am pretty sure this saved us money and gave the shotcrete guys somewhere to go when the one-half of the project needed some time to cure.

Gallery

I guess I’ll tell the other stories here in the gallery.

 

Rebar and lath for the bedrooms

5

Posted on May 6, 2016 by

Last year, we got started on the steel structure.  This year (2016), we got all the rebar and lath up in preparation for shotcrete.  First, the video…  Then some info, but mostly a larger picture gallery than usual.

The Video

Details

Statistics

This process took from 2016-05-05 to 2016-07-26, so nearly 12 weeks of the calendar.  Of course we also worked on other things during that time (such as the garage which will be a separate video). Specific to this bedroom wing, we worked (at least for a couple hours) on 26 different days.  The time-lapse camera (which I ran pretty faithfully) recorded 77,653 images.  At one every 5 seconds, that means it was running for 388k seconds, or 107 hours.  If we divided that into 8 hour days, it comes to about 13.5 days.  About half the time, I was there by myself, 1/4 of the time with Sherri, and the last quarter Sherri and I had other help (Hunter, John, Bonnie, Joe & Jessica (my parents), Dan, Ethan and the plumbers).

If I had turned all 77,653 images into video at 29.97 frames per second, it would have been a little over 43 minutes of video.  I edited that down to under 10 minutes (less than 1/4).  In some cases, I edited out scenes, in others (such as that last interior wall), I just ran the speed of the video up to x900.  You are welcome ;^)

Rebar Chairs

We added rebar chairs to stiffen up the assembly and prevent “bounce”.

It is important to leave some space between the rebar and the lath for the concrete to completely encase the rebar.  To achieve this, we made sure to tie the lath on loosely (leave room for a couple fingers).  this works pretty well for the roof because the weight of the concrete will push the lath down and away from the rebar, but no further than the wire ties.  However, in the walls, the concrete can “bounce” the lath and then fall off the wall.  After seeing my setup, the shotcrete guy asked me to stiffen up the walls by adding rebar chairs where the lath was bouncy…  I had these chairs left over from the quad deck floor and they worked perfectly.

Welding

Welding was great because it really stiffens up the assembly so you can climb it without fear… and it actually doesn’t take much longer than tying.  In many cases, I just tied enough to keep the bars in place and pull any wide intersections close enough to weld.  Then I would just weld the rest of the connections much faster than I could have tied them.

The downside to welding is that the heat can actually change the properties of the steel and make it more brittle if you try to bend against the weld…  However, in my case, the welds are really just there to keep the steel in place long enough to pour the concrete.  After that, it is really the concrete that keeps the steel together (and vice versa).  My welds are intentionally shallow, just enough to tack the pieces together without significantly weakening the rebar.

You may find some places have building codes against welding rebar, but if you read them more carefully, they are really talking about cleaning that surface crud off the steel.  You get that sort of thing with arc welding, but not with the MIG welder that I use.  But in any case, there are no such rules for residential construction where I am building.

Curving Rebar

When you curve rebar, it is always trickier to curve the first and last couple feet.  But the middle curves pretty easily.  So, I usually curve the full 20 ft long pieces and then cut the nice continuous curve into as many pieces as I can get.   If the piece has a 5 ft straight wall before the curve, then I just start curving the rebar 5 ft from the end.  I usually start by “over curving” the steel a little bit and then straighten it out to get the final radius that I want.

Gallery

Here is a gallery of pics.  Some are just as people started or moved the go pro time lapse camera. Others are just candid pics that went by too fast in the timelapse.  There are also occasional cell phone pics in there also.  Thanks to everyone who came out to help.

 

 

ICF Walls

6

Posted on January 21, 2016 by

 

2015-09-02_Aaron&Simon (Medium)

ICF blocks seemed like the perfect solution for the front of my garage where they would be needed as walls for the garage and as a parapet to hold back earth over the roof, without needing any special handling for insulation. There have already been previous posts about my Fox Blocks training and my early work with these.  Now that I am all done with installing my ICF blocks, this post includes FAQs about my lessons learned, costs, etc., but first, the video

Video

Earlier Post

There was an earlier post about why I chose Fox Blocks, the training, etc.  The rest of this post will be about lessons learned since then.

FAQs

Why pour in a series of small pours?

2015-07-25_Working on 2nd half of Mudroom wall

The more concrete you pour at a time, the more pressure is exerted on the forms and the more concrete will come spilling out if anything goes wrong.  In other words, I wanted to take baby steps.

I also couldn’t pour the front wall at the same time as the back wall because I needed to leave the front open while I continued to make those big concrete ribs in the garage.

I couldn’t wait on the back wall because I needed to mount the electrical service somewhere and the pump truck was cheaper than it would be to start on a temporary structure and then move the meter.

Even brave people are limited by the physics (hydrodynamics) of pouring concrete, so I did pour the front wall in only 2 stages instead of 3.  But even with my growing experience and confidence, I didn’t sleep well the night before we did that pour over the garage door openings.

Why Scaffold Jacks on the north side, but regular scaffolding on the south side?  Why not ladders?

2016-01-16_NorthWallScaffolding (Medium)

When you are building the ICF walls, I guess you could use ladders.  It would be a hassle to keep moving them around, but it would be possible.  However, when it comes time to pour the wall, you need to be able to move swiftly along the top of the wall.  You can not keep stopping the pump truck to climb down and move the ladder .  You need some sort of working platform.

The north wall was poured in stages over a long period of time because I was waiting for times when I had the concrete pump truck coming for other reasons (such as the basement floor or the quad deck floor).  During that time, I knew I would want my scaffolds for other tasks, such as setting up the steel framework.  Home made scaffold jacks were the easy and affordable solution because I could just leave them in place and move them up as needed.

By the time I got to the north wall, I was just paying for the pump truck and doing my pours much closer together, and I wasn’t using the scaffolding for other tasks.  I also didn’t think the jacks would have worked well across the open garage doors anyway, and the driveway was nice and flat for stand alone scaffolding…  So I just used my regular scaffolding.

 

How much did it cost?

I bought the Fox blocks at Menards, so you can check their website for the prices, but they were just under 20$ per block (16 x 48 x 12 inches).  The walls then got filled with concrete that cost about $100 per cubic yard (27 cubic feet).  There were also some clips and a bunch of wood (I used a lot of scrap from earlier projects), rebar that I already had laying around, etc.   I buy the rebar by the ton, and pay something like 35 cents per ft.  If I do some fun math, and divide things out per square ft…

Fox Blocks = 3.75/sqft

Concrete (6 inches thick) = $1.85/sqft

Rebar = 0.35 cents.

—————

Total = $5.95/sqft,

Plus a few cents for clips, etc.  That is not too bad for a 12 inch thick wall, but it is about double what it would cost to frame a 2×4 wall with 4 inches of insulation and house wrap.  I didn’t have separate steps to attach vapor barrier, insulation, etc. because those are all built in, but clearly, I still spent a lot of time putting up patches, etc.

I don’t regret going with the ICFs because I think they are much better in this application as parapet (retaining wall) for the dirt on my roof. The concrete wall will be much stronger and much longer lasting without any risk of rot, etc. There is also the dynamic R value of the concrete in the wall that will keep my garage much more thermally comfortable.  My wife likes that no insects or mice will get thru it, but in the mean time, some birds are trying to make nests in the exposed polystyrene.

What I left out of the above calculation, because it is a real kicker for me, is renting the pump truck each time. Filling a 14.5 ft tall wall without a pump truck isn’t really a practical option. For the first two sections, we scheduled the wall pours to align with the basement and quad deck floors, so no additional cost there.  However, for the other two times, we just had to pay for them to come out for just a tiny section of wall…  Each pump truck visit was about 700$, which is more than the cost of the concrete we pumped.  Each pump truck also required me to order a couple extra cubic yards of concrete just to fill the hose (that all gets dumped out at the end). If we were doing a larger chunk of the house in one go (such as a whole house built of ICF blocks), we could have improved that ratio a lot.

How about time?

Yes, I did this work over about 6 months.  Mostly that was to align pour days with other tasks that would need the pump truck.  I was also working full time and basically only building on Saturdays and some weekday evenings.  The actual time spent stacking blocks was not too bad.  How would it compare with stick frame?  Probably similar.  Certainly it will last longer.

What was with all those edge patches?

2016-02-01_AfterTheFinalPour

There are no attachment points on the ends of the fox blocks.  They attach to each other, end to end, with clips between the plastic webs.  The styrofoam just buts up against the other blocks, so it has some compressive strength, but no tensile strength for holding screws.  When you attach the end bucks, etc. you need to connect to the high density polyethylene furring strips built into the front and backs of the blocks.  To do this, I screwed boards (like 2×6 boards or sheets of particle board with 2×4 blocks) to the front and back of the ICF blocks and then I could screw the end boards to the sides of these.

I am pretty sure all the vertical end walls and especially the ones for the top of the garage door opening were critical for containing the concrete.  The patches, such as the one along the vertical seam shown in the video, were also critical.

On the top edge of the wall, I had cut a sloping shape.  When we poured in the concrete, if it was too wet (high slump), it may have simply poured out the sides again.  I knew there would be some pressure on these sides, even if it was not as great as the vertical sides, and I wanted to contain and shape that concrete.  The concrete did push at the top/side forms for the first 3 pours, but for the last pour, the slump was so low that the concrete probably would have just sat there in the shape of that hill and let me trowel it smooth.  In that last case, the boards were just in the way and made it difficult to get the concrete down inside where it needed to be.

Tips:

1) The best tool to cut the ICG blocks with was a battery powered jig saw with the longest blade you could buy.

2) Get a concrete vibrator.  Harbor Freight has a cheap one.  It makes a huge difference to the flow of the concrete, which means you can get lower slump concrete (which sets up stronger) and still have it nicely flow around all the rebar and ICF webs without any voids.

Before buying the vibrator, I had wondered if it would be worth the money.  Professional grade vibrators cost hundreds more.  As it was, I thought it was a great little investment that got me thru all my ribs and my walls and died 5 minutes before the end.  I haven’t needed it since, so I haven’t tried to fix it yet.  Maybe just a switch died?

3) Because the ICF blocks look like lego, any many of us “do it yourself” builders were lego maniacs, we some times assume that overlapping the blocks (running bond) is important.  When something in the wall makes this difficult, we might want to waste lots of time or chop up expensive blocks trying to prevent a vertical seam. But it is totally unnecessary.  Unlike bricks (masonry or lego), the little styrofoam nubs on the ICF blocks do not actually hold the wall together in the long run.  The void gets filed with a monolithic concrete pour that ignores all those stacking details.  Instead, just focus on making sure the surface of the wall is patched so the forms won’t split open along the vertical seam.

 

Gallery

Just some related pics.