Information about design and construction of earth sheltered homes and a journal of my own progress

Mid January Update…

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Posted on January 15, 2014 by

Virtual Build

Last post, we talked about finding problems with the architects drawings.  Mostly, the issue was just that the drawing was not quite to scale.  The dimensions shown were not actually the dimensions used.  I had followed the dimensions as shown when building my virtual model, so by the time I got around to fitting the kitchen door, it didn’t work.  Some things I could fix, such as the radius of certain rooms that had been mislabeled by a number of inches.  Other things, such as the width of the arch shown on the kitchen wall elevation, were just plain wrong and I had to figure out how to deal with the misfit.

Note: In an earlier post and on a page, I talked about how I went with the architect who offered only 2D drawings because it saved me a lot of money on this difficult-to-3D-render home.  At the time I understood that 3D is better for most rectilinear homes because it does help to find these problems, changes are properly propagated, etc.  But for this complicated unconventional home, I reasoned that I would be paying a lot for the 3D cad skills when I really only needed the architects design skills and the final builders would only need 2D drawings.  I never did get a lot of architectural input on my 2D design, and now that I am doing the 3D model myself, I am finding all the problems that a 3D architect would have found.  Choose wisely, even if I am not really sure what the wise choice would have been yet.

 

I am using SpaceClaim to build my virtual model.  It doesn’t have a lot of the fancy textures or architectural features like widets for making sloped roofs or easily adding doors to walls.  I also have Autodesk Revit, which does have those features.  I used it for my earlier models (pre architect) and that tool was great for layout, etc, but I found it much harder for the complex geometry of my roof.   SpaceClaim can handle the complex geometry.  Spaceclaim is also great and modifying a geometry to fix a problem.  It is a “direct modeler”, so you can grab any surface and “Pull” it to adjust it.  Everything gets taken care of along the way.  This made fixing the model pretty easy.

I needed to reduce the radius by 4 inches.  Even on complex objects like this concrete over my quad-deck, it was easy to reduce the radius...

I needed to reduce the radius by 4 inches. Even on complex objects like this concrete over my quad-deck, it was easy to pull things into place…

 

Other tools, like Rhino3D, are popular with architects and could handle the geometry and has much better rending functionality (and my architect’s junior guy did model some aspects of my design in Rhino3D), but it doesn’t have the tools for easy modification and I didn’t have a licensed copy.   I am told that Sketchup Pro, very popular with architects, could handle this.  However, I tried the very popular free version, aka “Sketchup-Make” and it could not handle the ends of the vaults in the circular portion of the house (although it would be great for something more rectolinear).

Construction_Details_Kitchen_05

Once the radius problems were fixed (and I added all the changes to my errata sheet), the door still didn’t fit because of the out of scale arch used in the architects elevation.  I had to think about my options.  I was not willing to re-scale the rib to match the architects mistake in one drawing.  I decided that the rib at that location was “architectural”, not structural.  This meant that I didn’t want to move it outward or upward and lose its architectural look/fit with the rest of the space.  It also meant that I could cut the spandrel without needing to re-engineer the arch because that arch was not really bearing the load of the roof like the other arches were.

This left me with two main options.

1) I could cut the arch to fit the door.  This would give me a full rectangle door to work with.  I could get my “architectural” look back somewhat by coloring the door some how to continue the arch.  Maybe I would add a veneer of granite, or stained glass or just stain or paint,  shaped so that when the door was closed the concrete arch lines were continuous across it.   Well, my wife did not like that idea.  She is concerned about the structural aspects and she is probably concerned that it will be more work (the house is enough work as it is and she hates it when I add to my potential work load).

2) I could accept the fact that the arch crosses a big corner of the door.  To test this idea, I have actually put duct tape across the corner of my office door in a way that matches the profile of the arch crossing the kitchen door.  It has been there a while now and I have not minded it at all.  Even if I brush my shoulders against the door frame, my head still does not hit the duct tape corner.  If I go with this plan, I have multiple ways of proceeding…

2a) I could cut out a section (or just prevent concrete from forming in that middle space) so that I could fit a rectangular sliding door frame tucked into the arch.  If I take out 4 inches of concrete from the middle of the spandrel, there will still be 4 inches on either side.   Plenty of structure for an arch that is filled in on the underside with concrete anyway.  The door would slide into the wall between the kitchen and basement stairs.  I like this idea, but it will take some careful planning if I am to form the concrete rib with the void in exactly the right place… (planning the wall void is easier because I am building it right in place over a framework.)

PocketDoor_Notch

2b) I could simply hang a sliding barn door (but a modern looking one with nice or hidden hardware) on the outside of this kitchen doorway.  The door would be hanging in the mudroom and could slide the opposite way along the mudroom wall, so I wouldn’t need any voids in the wall between the kitchen and basement stairs.  This is Sherri’s preference, at least partially because she thinks it will be easier to implement.  I think the architect may also have suggested it at one point (because he didn’t know how I would get the mechanism inside the concrete wall).  I don’t like the “fit” of it as much, but I will try to keep an open mind and think about it some more.

In the mean time, here is how things are looking in the kitchen (I modeled in some cabinets to make sure it all fit)…  The three open blocks above the cupboards will be 8″ glass blocks and are there to let light from the main living space into the basement stair well.

Construction_Details_Kitchen_04

 

And here is a wider view of the north side of the house (the original plan was to virtual-build just the section over the basement).  Of course, this is just the initial concrete structure (plus door bucks).  No earth cover, windows, etc.  You can see that the mezzanine windows have been moved closer together to allow the dirt to cover the roof better.   Inside, I added other details, including the spiral stairs, etc.  Maybe I will include some of those pics in the gallery at the bottom.

Construction_Details_Jan_14

Fusion welding HDPE Plastic Pipe

I got a section (about 6 ft) of 8 inch HDPE pipe from a contractor a while ago.  It was old and cruddy and maybe had a bit of oil on it, but I took it so I could experiment with it.  The expensive part about building earth tubes with HDPE plastic is that you have to hire someone to fusion weld them together…  Or at least, you can’t buy a fusion welder from Home Depot.  The fusion welder equipment is very expensive and only intended for professionals.  I thought that maybe I could make my own fusion welder.  The professional equipment specs I found on-line called for Teflon plates that could reach 450ºF (230°C), along with some jigs to help align the heater plate between two ends of pipe and then move the heater plate out of the way and press the pipes into alignment.

FoldingElectricGrillI started by taking an old toaster apart.  I was going to run the elements between two Pyrex glass plates that I found in the cupboard.   I figured they were garage sale plates and not part of a set (there were just 3 of them).  Boy was I wrong…  Those were part of a special 3 plate cake holder thingy that my wife loves.  Good thing I checked first.

I decided that her fold-able electric grill would be better because it already has two nice Teflon surfaces and dials for adjusting the temperature.  I would just need to break it in half so it would fold outward instead of inward, and probably disable what ever safety switches its designers had included to prevent me from using it that way.  Of course, I would also need to buy her a new grill (I already got her a new toaster), but that would be a lot cheaper than hiring a guy with a professional fusion machine, so win-win.

HDPE_Plastic_CrossSectionI put rings sliced from my pipe on the grill and the edge softened right away.  I then lifted them off and pressed them together…  Instant fusion weld…  Actually, I guess I heated them too much (too soft) and pressed them together too hard, because I got a bit of a bead inside.

Later, I sliced up my samples, including a cross cut so I could see that the fusion weld was as strong as the rest of the pipe. For scale, the pipe shown in this image is 1/4 inch thick (twice as thick as the pipe I plan to use eventually), so the bead is about 1/12 of an inch. (sorry the pic isn’t very good, my camera doesn’t do macro well, but you can see the bump where the soft plastic at the join pushed into the pipe).  Well, that was easy.  I am sure I can handle that.

Of course, I wanted to see what else I could use to fuse the plastic…  I have a small benzomatic torch. I thought maybe it would burn the plastic, but, even with the direct flame to the plastic, it only burned for a second (some surface residue) and then it just softened the HDPE nicely.  The problem was the heat was not even enough… So for an additional experiment, I used the benzomatic to heat a piece of metal and put the plastic against the other side…  That distributed the heat well to soften the plastic evenly and wouldn’t require any electricity.  For one attempt after the metal was probably too hot, the HDPE plastic did stick to the metal a little, but a piece of my wife’s parchment paper fixed that problem (just like fusing perler beads).  I later hooked up my benzomatic hotknife attachment and found I could cut the HDPE pretty well with that.

In general, I found that the HDPE plastic softened easily, once soft, it was a bit tacky to the touch, but would instantly fuse with other HDPE plastic.  I found that the joints seemed as solid as the rest of the pipe.  I also found that the heavy plastic also kept its heat well (high Specific Heat Capacity), so I had quite a bit of time to get the two pieces together.

The only hard part was aligning the two pipes perfectly.  I imagine that would be even more difficult with 20ft long sections of pipe, but I am sure I could build a simple jig to make that alignment much easier.

Quotes (estimates)

I started back up the process of getting quotes last week.  I probably called a dozen companies.  Only one has got back to me with a quote (so far).  A couple others just had follow up questions.  And in one case, I am still waiting for a call from the “lady in the office who knows the email and such.”  I need the email address to send in the plans.

The one quote that did come in this week was for the footings.  It was about 1/4 the price of the last footings quote I got and this guy seemed much more interested in the project and much more pleasant to work with.

Previously, excavators had all told me that they would get down to the depth at the top of the footings and would let the whoever did the footings excavate from there.  The other foundation people I spoke to agreed with this and included several thousand dollars of additional excavation in their quotes.  However, this latest foundation guy said that it was very difficult to dig a precisely curved trench with their equipment and my sandy site probably wouldn’t be well suited to trench footings anyway.  It would be much easier for the excavator to level out the area to the bottom of the trench depth (an extra foot) and then the foundation guy could lay out the curved forms (just thin plywood staked in place) in an open flat space in much less time and much more precisely.

This foundations guy is actually a full service concrete company that also has Shotcrete equipment.  It looks like his experience is mostly limited to smaller jobs like turning “michgian basements” into real basements.  I still prefer my other shotcrete guy, if I can ever manage to arrange a meeting with him.  The foundations guy also said he would do flatwork and gave me reasonable rates for that.

 

Much Simpler…

I know I have mentioned this tiny house design site before, but I saw another post that I want to share…  They have a few small underground homes and even more green roof homes and I recently stumbled on to another one (posted mid 2012) here.    Man that look so easy to build compared to mine ;^)

A New Year, 2014

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Posted on January 5, 2014 by

State of the Build

Well, I wish I were more than half way done by now, but instead, I am looking ahead to the new year.  If all goes well, I will actually be building this year and this website will get a whole lot more interesting.  I plan to get the 2014 build season rolling on Monday by calling contractors who had been too busy to get back to me during the building season.  Hopefully their pencils will be “sharper” now.

I did try to to get a few quotes in December.  I found that my window person (who we really liked) had moved on from the company (so I will need to start over with her replacement), I found a potential new electrician and tried again to get quotes on the Electro Mini Boiler install.  The only one who wants my business seems to be the steel Quonset hut people, they call me every month to tell me the latest specials.

The budget is very tight and we are trying to build a lot of house for not so much money.  I am hoping that my low cost finishes will help me keep costs down.  Based on previous quotes, I am now planning to pick up more of the work myself, perhaps hiring some teachers/students during the summer.

The architects drawings are “done”, but my “virtual build” is revealing even more problems than I had originally known about and small changes are on going. (separate section below and last week).

The website is now up to nearly 1800 visits per month, which isn’t bad considering how rarely I am posting and that I don’t spend any time on the SEO.  Google sent me a card for 150$ worth of free advertising.  Maybe I will use it once things get rolling.  I don’t plan to spend a penny past the free stuff though ;^)  If you are interested in this project, please “subscribe”, so that you will get an email next time I post.  I also appreciate comments.

Virtual Build

For the virtual build, I am essentially building the house piece by piece from the plans trying to guess where I will run into problems.  The idea is that if I find a problem virtually, I can take steps to avoid running into the same problem during the real build.  I am keeping a list of errata as I go.

Last week, I found a problem with the mezanine windows overlapping a rib and a sun tube, so I moved them along the wall by 18 inches.  The window buck on the other side looked fine in terms of lining up nicely with a steel stud, but once I put the steel arches between the ribs and covered the vaults with concrete, it became apparent that the earth may bet a bit to close to the western Mezzanine window.

Trouble with Mezz windows

I was just about to go and sort that out, when I noticed a much worse problem.  The kitchen door is supposed to tuck under the arch on the bottom right of the above image.  It was clearly not going to fit.  I started checking all the measurements related to that corner and found a few oddities.  Trouble with the doorFor instance, the radius of the outer wall was listed on the drawing as 4 inches larger than the scale drawing was actually made.  I had build my model based on the listed dimension.  I also found that the architect had drawn the arch in the kitchen view as 4 inches wider than in other views, although he still labeled it as 16ft.  Those two errors added to 8 inches, but that wasn’t enough to explain the problem.  It turned out that the bigger discrepancy was the span and elevation of the rib in the drawing that showed the position of the door.

I had explained this to my architect a number of times…  The radiating vaults needed to be placed at a constant slope so they could maintain a constant peak height.  When the kitchen and dining room ribs were moved radially outward by 7’2″, they needed to lowered by 20″ in order to maintain that slope.  The architect had eventually repaired this in other views, but apparently not in the kitchen view where he worked out the door placement.  The door was always going to be clipped a little, but nothing like the problem I now face.

Architects Drawing.

(correction, the rib in the above pic was not 20 inches higher than it should have been, it was just a few inches due to the whole thing being a larger scale; perhaps from an earlier iteration?  The architect had lowered it as I asked)

So, now I will sleep on this problem (and probably also think about it in the shower) and see what solutions I can come up with.  Early candidates include moving the rib another 2 ft out radially, it would be technically possible, but would ruin the look.  Optionally, I could move the basement door and stairs 2ft west along with the kitchen door, but that may cause problems on the other end of the stairs and probably would ruin my kitchen layout…  Maybe a single unique Rib without the lower spandrel, but then I may need to contact the engineer to get the design approved.

Eye Candy

And now for most people’s favorite section…  The gallery of random things that caught my eye.

I see I have quite a few from the humor site “9gag.com”, as well as a few from houzz.com.

Year end

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Posted on December 30, 2013 by

So the year is over.  It didn’t exactly go as I had hoped, but we are definitely in a better position to build next year than we were a year ago, more on that in my January kick off post.  It is a bit frustrating as I put off doing other things because we expected to build, but such is life.  This past month, I took things pretty easy.  I only called one person for a quote (a very reasonable sounding plumber that I will bug again in January), and I put some time into building the home virtually.

Virtual Construction

Virtual construction is a way to run thru the process of building without the huge expense.  I individually model each stud, track, buck and ICF piece and then assemble them as I would in the actual construction.  Along the way, I am thinking about sequencing and other assembly problems.  I try to build to the plan, but make notes when I need to make changes so things will fit.  Of course, the computer could make things a bit too easy, for instance, I could just array my studs along and have perfect spacing.  Instead, I tried to build things more manually by inserting and positioning each piece.

The below image shows the first steps of my basic construction plan.

I would start by pouring the footing, which includes a lot of precise layout, rebar, form work, etc.  Actually, once that footing is done, I will be much more relaxed for the rest of it.  I would then set the track (curved or straight) for my steel studs into the top of the footing with Tapcon screws.  Then I would place wooden window and door bucks to guide the spacing of the studs.  The Marinoware steel studs and steel frame jambs would be set (plumb) and screwed into the tracks.  Flat straps are screwed to the outside of the studs to increase the rigidity of the assembly.  Metal lath is screwed to the inside of the studs and track, partially to add rigidity, but mostly as a curved backing to catch and form the shotcrete.

Basic construction detail

Basic construction detail

Along the way, I spent a lot of time figuring out steel stud placement.  I am planning to use “balloon framing” so that load bearing walls will line up and I won’t need to spend as much time or money on laying the curved track.  Since the steel studs will just be fancy integral formwork, I don’t need to follow strict structural guidelines.  Instead of 2ft or less spacing, I can go a bit wider and not need to cut as many studs for windows, etc.  I can vary the placement of the studs to line up with windows and doors across the various levels. For instance, there is an opening directly above the basement opening (shown above).  If I shifted the main floor opening by a few inches, I could use one long steel frame jamb instead of needing to place two.  I could also align the guest bathroom door with a mezzanine window buck and simplify the framework there also.

 

After all the steel studs, rebar and conduit are in place, with metal lath to keep things stiff and catch the shotcrete, we would shoot the basement walls 8 inches thick.  Since the steel studs are 4 inches deep, this would leave 4 inches beyond the studs.  The rebar, just outside of the steel studs, would be nearly in the middle of the wall.

Even though many of the steel studs go thru 3 floors (balloon framing), only the basement shotcrete would be applied in this phase.  The top of this shotcrete wall would be cut/troweled roughly level six inches below the floor level.   We may even be able to set the column base plates in before the shotcrete sets completely.  We would then setup the steel columns and ring beam (I will need a crane of some sort) that will later support my concrete arches.  I may do a little MiG welding to tack things in place at this stage.

RingBeamSetup

Ring_Beam_Intersect_FixedRingBeam_IntersectThis assembly looked fine at first, but I later discovered that the ring beam intersected the door buck by several inches.  This was a mistake I had not caught earlier.  I decided the best fix would be to notch the ribs…  These thumbnails illustrate.

The floor system I have chosen uses ICFs (Insulated Concrete Forms) to support the concrete (instead of the wooden subfloor the architect/engineer specified, so yes, I will need to get this stamped by an engineer at some point, I was quoted $800 for that).  These QuadDeck ICFs have light steel joists built-in to reduce the number of temporary supports needed.  The ends will rest on the shotcrete walls with an inch or two of polystyrene overlap (roughly cut with a hotwire) and be tied in with bent rebar pieces.

Construction_Details_021

This next image is a detail of the rebar (shotcrete and other details are not shown for clarity).  Horizontal rebar is wire tied to the outside of the steel studs and should increase the stiffness of the formwork.  I considered threading it thru the holes, but that would probably be quite a hassle.  The vertical rebar is wired to the inside of the horizontal rebar, but with 8 inches of thickness, there is some flexibility here if needed.  Rebar is placed before the shotcrete, and then some pieces are bent down into the ICF channels as needed.  More can be added later and bent upward if necessary.  I anticipate some issues in certain locations where the QuadDeck spacing clashes with the steel stud spacing, but it should be manageable.  I also considered/modeled rebar placement between other ICF sections.

Rebar_Vertical

After the ICF forms are placed, they can be walked on.  The electrician and plumber should appreciate how easy it is to set conduit and piping into the ICF decking.  The ICFs are about 7 inches deep and we will be adding 5 inches of concrete on top of that, so there is plenty of room to work.  We also plan to lay radiant flooring across the top of the ICFs.  There are little plastic clips that screw into the polystyrene easily to support the radiant tubing.  We will screw a form to side of the wall to contain the poor.  It will only need to support 12 inches of concrete, so it shouldn’t be a problem.

ConcreteFloor

Some of you may need a cross section vertical to understand the quad deck floor properly…  Here it is.  Basically, the ICFs form the “negative space” so that the concrete forms a nT (like a single or double-T, but continuous) beam across the spans.  Where we meet a wall, the ICF is cut away so the concrete rests on the wall (tied in with rebar not shown here).  On the left side of this example, I have cut away some of the ICF in order to create a concrete cross beam above the stairs to the basement.  After the concrete is poured, the ICFs remain to provide insulation against heat and noise.  They will ensure that my radiant heat goes up.

QuadDeck_crossSection

 

Construction_Details_Additional_StudsNow that there is a floor to walk on, additional studs, conduit, bucks, etc. are added in preparation for the main floor shotcrete.  Since many studs penetrated from the floor below, this additional work is just incremental.  I have not modeled it all yet, but it will include the fill walls under the ribs, the walls around the spiral stairs, etc.  Once these walls are up, I will want to model the arches across the donut vault, the hop across the basement stairs, etc.

Here is a final look at how far I got during my Christmas break…

Construction_Detial_Dec2013

Worthwhile

Window_MissalignmentsWindow_Missalignments_FixedThis process has been interesting so far and has resulted in a number of small changes.  For instance, I noticed that the original plans placed the mezzanine windows such that the east one was right up against the east wall.  When I built the 3D model, I placed the stud so that it would be at the surface of the 8 inch thick wall, but realized that one of the 12 inch thick ribs actually intersected the studs supporting the window.  If I wanted to build the balloon wall before placing the ribs, I would need to move the stud by at least 4 inches to clear the rib.  I also planned to put in a 14″ sun tunnel thru that corner to bring daylight to the guest bathroom, and that would also have passed in front of the window… So I decided to move all the mezz windows over by 16 inches.  Since the steel studs were also framing main floor and basement doors, those would also need to move (to keep the steel stud layout simple).  In the computer, this was much much easier to fix than it would have been if I had discovered the issue during the actual construction.

Similarly, I decided to lower the basement egress windows by 6 inches, I added a door way in the basement, etc.