De Basement

On Friday Jul 12, forms went up. Actually, first they went down, slid from truck to hole along one of the same 2x12s that were used to form up the footer.

The forms are a pretty clever thing – they have both holes in the top and bottom flanges to allow them to be stacked and linked (my walls took two 4′ courses) as well as holes through that allow for breakaway ties that connect them against the weight of the concrete pushing outward when they’re filled up.

Originally, they were planning to pour the same day, but between the availability of concrete trucks, the length of the process, and the heat, they wound up calling it off and rescheduling for Monday. Thus, on Saturday Jul 13, I had a chance to check the work, which seemed great overall. I also took a number of photos to provide to our local Code Enforcement Officer, since he was out during the week and wasn’t able to visit the site between the forming and the pour.

I verified a number of things like the distance from the lot lines, which all seemed OK. I did find a pair of pipes (for utilities) that were on the wrong end of the wall, but I was able to easily put in another pair. The two grey pipes are the ones I added.

However, by the time I was done my clothes were covered in the release oil that they had put onto the forms. Even though this was an “eco-friendly” release agent, it smelled so strongly that Raederle had a migraine within 15 minutes and I promptly tossed the clothes in a pile outside.

On Monday Jul 15, they came back in the morning to do the pour. As much of the work (which is a lot) is done by the concrete truck, the team still had to stir and push the concrete away from the chute and into the forms with long 2×4’s. It was a hot (80°F/27°C) and sunny day, but not yet the peak of the week.

For the end of the pour, they used the very clever “conveyor truck” which allows them to direct the concrete just by moving around a long tube. That let them focus their efforts on the finesse of getting it level so they could finish the top surface easily.

Then they installed the anchor bolts that will hold the house down to the foundation.

Here is what it looked like at 8pm, several hours after they finished, as the concrete was setting.

The next day, Tuesday Jul 16, they were back to take down the steel forms. Here is what it looked like partway through at a little after 10am.

Those steel forms that were easily slid down into the hole then all had to be lifted back out and loaded onto the trucks. A lot of hard, hot, and thirsty work, on a day that got up to 88°F (31°C) with bright sun all day. I brought them a gallon of ice water mid day when their own reserves were running low. And here at last, is the finished product. I now own (well, once they cash the check) a basement!

Set In Motion, Set In Stone

Today was a big day for the Little Rental House. Today was the day when it became rather more difficult to get cold feet and quit. What was just a hole in the ground yesterday is concrete in the ground today. The footers were poured. On Friday, they expect to return to build and pour the basement walls.

Today was perhaps the hottest day of the summer so far – something like 92 degrees Fahrenheit with high humidity, so I do not envy the team who came out to do the work, despite their bronzed skin and 6-pack abs.

A few interesting steps occurred along the way. First of all, as they were setting up the forms, they asked me to order a load of stone (“Crushed Number 2 Gravel” looks something like this, although I got it from H.L. Robinson which doesn’t have pretty pictures on their web site). They spread this on both the inside and outside of the forms to support the weight of the concrete. Second, I got the first formal building inspection from the Town of Danby, when they came to review the installation of the rebar inside the forms before the concrete was poured. They included the new NEC mandated ground connection to the rebar, where an extra piece of rebar was bent so that it protrudes out of the footer to provide a place to make a ground connection.

When the truck arrived to do the pour, they had to move around the chute of the truck, and an auxiliary chute that they used kind of a little “marble run” game to redirect the concrete to various areas. They would then push (with shovels) the concrete to get it spread out evenly from where it was being dumped.

One fellow generally worked with the concrete “float”¹ while the other was working with the truck and pushing the concrete level. They would also sometimes stir it up by rapidly inserting and removing the shovel, which helped to get it to flow and self-level. (It’s not clear to me whether they were taking their level more from the nails in the forms or from the concrete’s own natural flow.)

They were also going around inserting the vertical rebar which will tie the walls to the footers. They told me that with 3 people they could generally keep up with the truck’s pour, but with just 2 they were having to switch off jobs and had to stop the truck for several minutes at a time while they caught up. Nevertheless, the whole pour was only 1h40m of the whole footer project.

The last part of the pour they had to do with the wheelbarrow (I believe I counted 8 loads), because the reach of the truck’s chute wasn’t far enough, and their own extension chute had a broken chain so they couldn’t attach it to extend the fill the remaining distance. But pretty quickly, the pour was finished and smooth. Because of the heat, it was already starting to set up by the time they got around to making the two ends meet.

So, if I’d ever considered having second thoughts about embarking on this project, I think the time is now past. We’re building a house!

I searched google to try to figure out where that name comes from, but didn’t find any good answer. ↩

Making Plans – The Road Ahead

I’ve decided to upload a full copy of the plans for the Little Rental House, for those who might be interested in seeing more details. When I was first designing, I found that most house plans out there were behind a paywall. Since I drew these plans myself, there isn’t any reason I can’t share them with the world, but if you find them useful I’d be happy if you wanted to make a donation that you feel reflects the value you’ve gotten from them.

I’m including some notes below, and as I have time to write up more aspects of the project, I will try to update this page with links to more detailed posts.

E – 1: Elevations

The original design work was done in an extremely old 3D Home Architect (version 10) from Punch Software. While it has plenty of limitations and occasional crashes, the mere fact that it still loads and runs under Windows 10 is so gratifying that I’m willing to put up with a few glitches. This allowed me to trivially create the 3D renderings shown on the first page. They’re pretty, but they don’t necessarily communicate the technical details needed for construction.

F – 0: Basement

I’ve written about the choice to include a basement in this blog. The elevator speech I give people when they look at the big hole in the ground and say “oh, it’s going to have a basement?” is: Well, yes, but it’s really just for mechanicals. It turns out it’s about the same cost to build a basement where I can do the other work myself, as it is to build a slab and hire people to do all the work that has to get done perfectly the first time before concrete is poured. Plus, it allows me to add some features like waste water energy recovery that I wouldn’t have room for otherwise.

On the technical side, I’ve elected to go with cast-in-place walls for cost, making them 8″ thick so there is plenty of “bearing space” for the I-beams that constitute my floor supports. These will run underneath the SIP flooring to provide a relatively low cost and low labor support structure that will prevent floor sagging. I may at some point share some of the details of the engineering calculations for the beam strength here, but the short form is that spanning 24′ with wood would require huge timbers or manufactured wood beams that are much more expensive and not much more renewable than iron, and splitting the distance with a single 27′ beam and 12′ joists would have more susceptibility to the kind of “droop” that I’m experiencing in my own home, where doors need to periodically be adjusted so they latch properly. It seems like steel beams are rarely used in residential construction, but I’m not entirely sure why not.

I explored the use of precast stairs, but found out that the maximum opening they would allow is 39″ wide, which would significantly limit the size of tanks and other items I might want to move into the basement. It would also potentially need to be longer than the 6’4″ shown on the plans, which would make the stairs at risk of coming too close to the lot line. Bilco’s standard “Size C” door will allow for a full 4′ wide staircase, which I’ll then have to build.

F – 1: First Floor

Because I’m building an accessible home, all the living areas are on the first floor. Two bedrooms of 100 sq feet take up the east; an accessible bathroom is centered on the north wall; a large living/dining room area is at the southwest, and a small galley kitchen begins just after the front entrance at the northwest.

The layout optimizes the appliances that need water and drains (kitchen sink, bathtub, bath basin, toilet, and clothes washer) within a very small area, which will reduce the heat losses for hot water and the overall plumbing materials cost. The stove is at the outside edge to allow it to be directly plumbed with an external propane tank.¹

F – 2: Second Floor

This floor represents an L-shaped area of extra floor space. It won’t be accessed by stairs, but rather by a ladder of some sort. Some might choose to use it for storage, others as a play area for kids (it will have a railing around it), and others as an office. Because it’s not accessible like the first floor, I didn’t want it to have any necessary functions, but getting a good roof slope for solar more or less automatically produces a space here and I thought many would find it useful. There’s a small area at the southeast that is so low (below head height even for kids) that it’s not useful floor space, but some mechanicals (such as a heat-recovery ventilator) could conveniently be installed here.

M – 1: Electrical

This sheet shows the placement of various electrical fixtures on the first floor. It includes the placement of various low voltage LED lights, low voltage (24VDC) electrical outlets, and the conventional 120V outlets and switches as required by code. What it does not specifically cover is how the outlets and switches are wired to two different service panel – a primary 150A service panel and an auxiliary smaller (probably 60A) subpanel for “critical loads” which can be supplied from a solar battery bank inverter. I’ll write about these details in a separate blog post.

S – 1: Sections

These fun little details show cross-sections of three portions of the design: the roof, the basement wall and first floor, and the slab/footer. The roof details show how the different layers of insulation (which together add up to approximately R-53) are installed, which prevents condensation within the cellulose insulation. The basement wall details show the relationship between the footer, footer drain, basement slab, wall, backfill, I-beams, SIP flooring, and SIP walls. These details help identify how the structural components work together and also identify particular elements which need to be purchased and installed such as the “mud sill” and “rim joist” boards. Finally the slab/footer NEC detail reflects the (relatively new) requirement that portions of the foundation which are in electrical contact with the ground must now have their own ground connections, in addition to the normal requirements for grounding rods.

W – 1: Schedules

This shows the window and door “schedules” that list the particulars of the windows and doors to be installed in each location. Although I’ve listed preferred manufacturers here, this piece of the design isn’t 100% set in stone as the availability of different windows from different companies seems to vary a lot over time. One of the key elements is the fact that the bedrooms must have “egressible” windows with a significant clear area (5.7 ft²) through which residents can evacuate and/or firefighters can enter. In addition to the mandatory egressible window in each bedroom, I’ve also included one “E1” window in each bedroom, which meets the requirements only on the first floor (clear area 5.0 ft²).

N – 1: Notes

This page covers a lot of technical details which are better stated in text than in drawings, ranging from the general “do the work according to code” to details like the structural lumber stress values and the requirements for smoke and carbon monoxide detectors.

I’m not thrilled with the use of propane, but it provides a backup in case electric energy winds up being in short supply. At present, propane is produced in surplus as a side effect of oil drilling, and when there isn’t a market for it, it is often flared off. So by using it I’m choosing to put that heat somewhere useful instead of making it a waste disposal process. ↩

Ground Breaking News

I am now the proud owner of a big hole in the ground and several huge piles of dirt.

Additionally, at the far corner, you can see a couple of white drain pipes that will carry water away from the foundation (footer drains) and from overflow from rainwater collection, and dump them above the level of the nearby retention pond. In contractor speak, these are referred to as “daylight drains” because they can see daylight at the downstream end; they don’t need a sump pump because they drain above ground just by gravity.

Excavation began at about 9am on Monday, when it looked like this:

Using the survey stakes set earlier, Enslow Landscaping¹ dug about 7′ into the ground with about 3′ of extra space on the outside of each wall as working space for the foundation contractors. The picture at the top was shot at just before 4pm. Not bad for a day’s work, right?

Shortly afterward, it rained, and then I had several inches of water in the bottom of the hole. My cat Zephyr decided to check it out. (Curiosity and all that… I don’t think he’d die if he’d fallen in, but he would have gotten very wet.)

Then somewhere around 11pm on Tuesday night, as I was trying to go to sleep, I noticed something on reflection that I should have seen while it was right in front of me. There was no excavation done for the stairs that go down to the basement! I sent them a text, and they came back today (Friday) to address this and also to adjust the drains to get rid of the standing water. Within a few hours (between 9:30am and 1pm) they had both issues fixed.

I’d give the Enslow team a link, but like so many small construction businesses, they barely even do email much less have a web presence! ↩

Staking My Claim

The phrase “staking a claim” started out as a literal description of an activity: marking a piece of land with stakes. Today, the figurative returned back to its literal roots. This post is now at the northeast corner of my building lot.

The surveyors went further and put in marks for the corners of the house – actually, offset by 5 feet from each corner to allow room for excavation. These days, surveying is mostly done with differential GPS (DGPS) which has such remarkable precision that the surveying team was able to determine which of several marks on a nearby manhole (within an inch of each other) was their previous measurement reference. Taking advantage of this, they put in large (2″x2″) stakes for the house corner offsets, and then repositioned the point of the GPS on top of the stake so they could mark a specific point within that 2″ square and put in a nail at the point.

This then allowed me to run strings (which unfortunately are barely visible in the photo) to mark the actual location of the house.

Today I also received a new excavation quote which is $5,600 lower than the previous one and includes all the materials, which is a huge improvement.

Just as exciting, my friend an neighbor Steve took delivery today of his new tractor, with which he’ll be starting a farm on the east end of our community’s land.

There’s other exciting news on the horizon, but for today I want to get this posted. Pun, as usual, intended.

Deep Thoughts

No, not a Jack Handey reference, although I did find those amusing at one time.

I’m here to talk about my basement. Why on (or more accurately, under) earth would I put thousands of extra dollars into a basement which doesn’t even provide living space? It turns out that there are a host of reasons, many of which are quantifiable in dollar terms.

Rainwater storage: $5,000 saved without direct burial.
There are conventional water storage tanks which are designed to rest on a floor, and there are direct-burial “cisterns”. Even though both can be found in the price range of $0.70 to $1.20 per gallon, the cisterns tend to be on the higher end of the price range. For 1500 gallons of water storage, a difference of $0.50/gallon is $750. However, this is the least of the concerns. A direct-burial cistern needs tank heaters if the frost line is below the level of the tank (and of course, it is here¹). These would obviously consume precious energy. Then, there’s the excavation cost (assume a tank height of 48″, buried at maximum depth of 36″, in a 15’x10′ hole, excavated 8′ deep and then partially backfilled with compacted sand) which could add another $3,000. Plus the materials for backfilling, perhaps another $1,200.
Doing plumbing labor myself: $4,000 saved with basement.
When one is doing plumbing work in a slab, one is literally setting into concrete the pipes and drains. Any mistake (due to inexperience, or a design change) becomes extremely difficult to rectify after the fact. I think it is fair to assume that being able to do the plumbing entirely myself will save $4,000. (Typical plumbing costs for the reference homes were $8,500 to $9,200.)²
Reduced heating costs relative to slab-on-grade: $150 per year
By using the super-insulated SIP flooring over a relatively constant basement temperature, we’re able to save significant energy costs for heating and also require a smaller heating system. ³
Solar storage battery lifetime extension: $600 per 10 years.
Lead-acid batteries have a significantly extended lifetime and better retention of stored energy (albeit at a somewhat reduced capacity) if they are kept at lower temperatures. Assuming a $2,000 battery array with a basic lifetime of 10 years, the loss in capacity might require a 10% increase in size, but the lifetime might be extended to 16 years. Obviously the larger the battery array, the greater the impact, and this is an ongoing reduction in maintenance costs rather than a significant difference in initial cost. The lifetime of electronics such as inverters and chargers is generally better at lower temperatures as well.
Space for drain water heat recovery: $100 per year
With a ground floor bathroom, it would be difficult to install a drain water heat recovery system. This system can provide significant savings in the energy required to supply the home with hot water.
Space for solar batteries and inverters.
Although this doesn’t have a calculable direct cost impact, the fact that these large items don’t take up space in the home means that the living space doesn’t need to be increased to compensate.
Space for greywater recycling.
Again, this has no easily measurable cost impact. However, because the toilet by itself uses over a quarter of the water in a typical US household, reuse of greywater from other sources for toilet flushing can dramatically extend the capacity of rainwater storage, allowing for a smaller system or better performance of the same-sized system (fewer “dry spells” that must be sourced from groundwater supplies).
Space for rainwater first-flush system.
Probably the greatest source of contaminants in rainwater comes from dust that collects on the roof between rain storms. A “first-flush” system which discards the first 0.1″ of rain during each storm allows these contaminants to be washed away, providing much better water purity at the input. Meanwhile, the flushed water can be routed directly to the greywater storage. Such a system could be installed outdoors, but then it would be susceptible to freezing and potentially need to be disconnected during the winter time. By implementing it inside the basement, it can be easily interconnected, easily maintained, and protected from freezing all at once.

So on the assumption that I have the house for 10 years, the basement is saving me on the order of $12,000. Although I don’t have a direct way of comparing, this is comparable to the cost of the basement, and it also provides a number of non-monetary benefits listed above.

So, we go deep.

“Frost depth for a normal winter in the northeast is usually no more than 4 feet, so traditionally pipes are buried at 4 or 4 1/2 feet (5 ft for the main). With only one day in February above freezing so far, the frost line has gone well below normal.” ↩
Electrical work might be similar, except that in general very little of it needs to be done in the slab. ↩
Detailed calculation: Slab-on-grade, 102′ perimeter, 0.5 BTU/(hr-ft-°F), 24 hours/day, 6803 degree-days, adjusted to 8628 70°F-degree-days, gives about 10.6e6 BTU/yr. SIP floor, 648 sqft, (70-50)=20°F temperature difference for comparability, R-41 SIPs, gives 361 BTU/hr or 2.8e6 BTU/yr. Assuming a heat pump at $0.14/kWh, this difference is about $156/year. ↩

Budgeting for Construction

Below is the budget that I have developed for the construction of the Little Rental House. The lot was already paid for a long time ago (to help the community get the funds it needed for legal and infrastructure work) so that aspect is already known with accuracy.

When formulating the budget for the Little Rental House (#3, 992sqft, 2br 1ba), I used a combination of numbers from three homes previously built here at White Hawk: my own home (#6, 1536sqft, 3br 1.5ba), the home next door (#5, 1408sqft, 3br 1.5ba), and my parents’ home (#2, 1800sqft, 4br 2ba). Because #2 was built in 2014-2015, while #5 and #6 were built in 2007-2008, the former gives prices much closer to “current day” while the latter need to be significantly adjusted for inflation. However, #2 is a 4-bedroom home built with double-stud walls, so many of the architectural elements are very different. #6 is the only reference with a basement, but was built with a lot of extras such as oak trim and flooring, so those costs aren’t representative of what I’m building. And #5 is a good reflection of the trim level, but is larger and built a decade ago.

In all cases, I have the budgets (actual cost for #5 and #6, builder-estimated for #2) broken down into great detail, rather than just a lump sum total cost. Thus, I was able to pick and choose, taking for example basement costs from #6, flooring costs from #5, and roofing costs from #2, with appropriate adjustments for number of rooms, square footage, etc. Contractors often estimate construction costs on the basis of cost per square foot, and on that basis we find a range of $105/sqft for #5 to $124/sqft for #2 to $142/sqft for #6.

My basic budget (without the “extras”) has the Little Rental House just below the high end of the range at $136/sqft, even with almost no labor costs. With the extras, it pops up to $147/sqft, higher than all of the reference houses. There are several reasons for this. First, the actual living square footage of the house is the smallest, so even though it is the lowest total construction cost, this increases the cost per area.¹ Second, the basement is adding a substantial cost (about 6%) to the total. Third, the additional cost of more heavily insulated walls adds another 6%. However, it’s also unclear whether it’s fair to compare 2008 prices to 2019 prices; perhaps the homes built back then would be substantially higher today. ²

The budget below ³ represents the baseline that I’m working toward, will provide the structure for reporting the actual costs as we go along, and also provides the initial basis for estimated return on capital.

Budget Item	Est Cost	Basis for Estimate
Lot lease fee	$40,000	Contractual
Site preparation and excavation	$8,000	Assume same as home constructed on adjacent lot
Utilities	-	Oversight - was not budgeted
Foundation	$10,330	Assume: $4,000 for slab, $4,000 for ICF, 24.3cu yd concrete at $100/yd
I-beams	$2,084	Estimated based on weight of steel at $1/lb
Structural Insulated Panels (SIPs)	$14,118	$7.25/sq ft budgetary estimate, 1830 sq ft, $850 delivery
Framing material	$3,000	Detailed estimate from spreadsheet, rounded up
Framing labor	$0	Building it myself
Roof material	$2,178	Rafter framed, plus sheathing and steel roofing
Roof labor	$1,600	Assume same as home constructed on adjacent lot
Siding	$1,800	$1.5/sq ft
Siding labor	$0	Install myself
Windows and exterior doors	$5,077	Detailed estimate from spreadsheet
Electrical	$2,250	$25x40 outlets, $50x25 light fixtures
Plumbing	$2,000	Assuming I hire someone for septic but not for DW/DHW
Plumbing fixtures	$1,700	Use numbers from adjacent home but refactor for single bathroom
Heating	$1,400	Daikin RXS12LVJU
Wall finishes	$7,000	Use 60% of number from adjacent house based on smaller area
Interior doors	$1,300	4 interior doors 2 closet doors
Floors	$5,952	$6/sq ft
Kitchen	$1,850	Detailed estimate from spreadsheet for cabinetry, plus kitchen sink cost
Appliances	$5,300	Unique UGP-24CT1 Unique UGP-470L1 Combo washer-dryer Microwave
Insulation	$2,500	4" R-6.5 foam over 7.25" R-3.6 cellulose in cathedral ceiling
Deck/porch	$0	Not including in initial build budget
Contingency	$15,888	20% of sum of above (except lease fee)
Extras - solar	$6,718	Battery backup LED lighting
Extras - water	$4,000	In-basement rainwater collection and treatment
Total	$146,045	(including extras)

Some items, including the lot, have a fixed cost, so the smaller the home, the higher their impact. Others, including site prep, plumbing, electrical, and roofing, have a significant base cost even if they do scale with home size. Another important consideration is the fact that the home is mostly on a single story. While this helps with accessibility, it means that there is, for example, more roof per square foot of house than there would be for a two-story home. ↩
One source suggests that this could have increased by as much as 50%, so that even the cheapest $105/sqft would really be $157/sqft, but I think that exceeds the construction cost people are seeing for other homes here, ones for which I don’t have detailed budgets. ↩
I apologize for the somewhat awkward formatting – I was torn between using TablePress (which gives you content in a searchable text form but doesn’t let me control the layout at all); or alternately inserting an image (which would let me make the format more legible, but wouldn’t contain text that you could access). ↩

Foundational Beliefs

As I so often seem to do, I’m leading off with a pun. I want to write about the principles that are guiding the Little Rental House project, and the principles that I’m hoping to apply in writing about it. At the same time, I’m in the process of getting quotations for the foundation, so I intend to update you on that as well.

Principles

Transparency

My wife Raederle has observed that as we have become more open about sexuality, money has remained one of our greatest taboos. In writing about this house construction project, I’d like to work on breaking down that barrier and start talking about some of the relevant financial issues, including:

How inflation may make construction budgeting a challenge
How return on capital leads to wealth inequality
How I feel about becoming a “rentier”

To this end, I intend to post my a priori budget, along with an explanation of what it is based on, so that we can look at a before-and-after comparison and talk about where the estimates were out of line, and why.

I will also be posting about the economics of rental homes and how this is part of a transitional strategy toward retirement.

Passive-Level Energy Use

The community that I live in refers to itself as an “eco-village,” and accordingly all of the homes here have been built to extremely high standards in terms of both lifetime energy efficiency and the use of local materials and non-toxic materials to the greatest extent practical.

I want to go a step beyond this and build a house that as closely approaches a passive level of energy use as possible – a “passive house“. This means among other things that sufficient heat is captured and retained from normal daily activities (body heat, plus cooking, electronics, etc.) that active heating is never required, even during the coldest part of the year. I will talk in detail about the choices that support this and why I think it matters.

Grid Flexibility

Related to, but separate from the passive house considerations is the idea of a house that can operate flexibly either on or off the grid. Every existing home in our community has at least some “grid” requirement, either in the form of electric (grid-tied solar) or natural gas, or both. Furthermore, the existing homes all rely on a community water supply that comes from a local aquifer before treatment.

With this house, I will be building in grid flexibility. Essentially all day-to-day activities will be possible using only the solar panels provided on the house. While some activities (such as drawing a 50 gallon bath of pure hot water) may be limited when off grid, in most cases normal practical activities (such as a 10 minute shower) will be possible. I’ll talk about what activities are supported and curtailed, and how the passive house choices play into this.

Progress

This week, I’m scheduled to have the surveyors out. Although they charge quite a bit to “mobilize” (mainly for travelling here and getting all their equipment set up, I think), I’m coordinating this effort with several other interested parties so that we can get more measurements (a total of about 20 survey stakes) for an estimated $850. This doesn’t actually have a line item, so I have to decide whether to count it as “site prep” or just take it out of the contingency budget. It seems logical that putting the stakes in at the corners of the site and the house is a form of site prep, so we’ll go with that.

Separately, I’ve received price quotes on excavation and foundation. The first excavation quote came in at $21,000 which puts it 162% over budget! Part of this is the lack of a budget for utilities (my fault) but they attributed part of it to a junior employee making the estimate and not recognizing potential places to economize (such as, putting both water lines and basement drains into a shared trench). I’m working with them to get a more definitive estimate, but I’m also looking to get a second quote – if I want to keep things on budget, I need to not just go with the first price I get, even if the contractor in question has been very affordable in the past.

My first foundation quote was based on the use of insulated concrete forms (ICFs). However, as I was considering things, I realized that given that the basement is going to be purely mechanicals, there isn’t any good reason to insulate it. So I also requested a quote based on formed and poured walls – slightly thicker (8″) walls to compensate for the lack of other structural elements. (It turns out this saves money in another area, because the ICFs are required by code to be covered with a fire-resistant surface – drywall – even though it’s not living space.) The quotes broke out the slab from the footers and walls, so the total is $14,200 for footers+ICFs or $10,300 for footers+formed and poured walls, another $3,000 for the slab, and then on the order of $700 for waterproofing. Add in another $1,000 if a pump truck is needed for any of the three operations. (I should be able to avoid this by making sure that a regular truck can back directly up to the site.)

I am strongly leaning toward the formed and poured solution for pure cost reasons; this would give a total of about $14,000 which is still 35% over my budget. Part of this can be explained by the addition of a “bump out” to install basement stairs. Although I could use pre-fabricated concrete stairs (quoted at $1,800 delivered and installed) I could not use the prefab solution and still have the stairs be the width I wanted (48″, to handle large water storage tanks) or come out the distance that I need (72″) to keep the house within the appropriate envelope of the lot. So some of that cost overage is compensated by the fact that I’ll be putting in wooden stairs instead. (None of the comparable designs I used for budgeting had exterior basement-access stairs, so this was an oversight.)

A New Start

This blog has languished for some time while a number of shifts have happened in my life. While I’ve learned many things in this time, I haven’t been producing much intellectual output aside from my work. I wanted to change that, and as this timing coincides with receiving a building permit for a new home that I’m about to build, it seemed a great chance to combine the two threads.

So, while this post is a new start for the blog, it also represents a new start in the sense that economists would call “building starts” – a permit has been issued for #3 White Hawk Ln. (affectionately known as the Little Rental House), and I’m hoping to begin construction soon. I expect to be blogging about the design, the process, and various other aspects.

The new house will be essentially one story, with two bedrooms and one full bath. There is some additional loft space above that can be used for storage, office, etc., but other than the house is intended to be ADA accessible by design. Beyond that, it will also have the highest insulation levels of any home yet built at White Hawk, in an attempt to reach “passive house” levels of efficiency. (I won’t write that out in German because I think it’s a trademark if I do.) I have a wide range of other “neat features” planned but I won’t spoil all the fun by writing about them in this first post. I plan to be doing a lot of the construction myself to keep costs in check.

Obviously, I don’t have any interesting pictures to share, but I’m including a rendering of the house as seen from the west (looking in the windows into the kitchen, at the left, and the living room, at the right). I have also uploaded the full plan set (large, 2.3M PDF) for people who might be interested in those details.

The current status is thus: I have the building permit in hand. I am waiting for the surveyors to come out and mark for both the lot position and the house position. I’ve started seeking quotes from contractors for excavation and foundation work, which I don’t feel qualified to do myself. I’ve been learning about the differences between pre-fabricated Bilco basement entry steps and building the staircase myself; and I’m looking into how this impacts the choice of equipment that I can potentially put into service in the basement.

And I’ve already (based on the first quote) gone something like $13,000 over budget. So… I’ve got to work on getting that down. My estimate was based on the fact that the total cost for site prep and excavation for my current home was $5,300 (in 2007). I expected this to go up, and resources like this suggest that maybe 50% increase was reasonable, so my budget was $8,000. You can imagine my surprise when I got a quote for $21,000. Of course, the quote isn’t quite comparable, because it includes work that on my current home was recorded under “utilities,” and which I hadn’t properly estimated in my initial budget.

I’ll keep you posted on how things look as I move along.

A better form of weeding and feeding

Hello readers. This morning I’m writing as I sip a homemade smoothie. My wife Raederle turned me on to smoothies and it helped me get back to the waist size I had when I was in college – I dropped about 3 inches in only a month or two, and am very pleased.

Today’s smoothie was brought to me by my back-yard garden. And not actually by anything that I planted on purpose, but by the weeds that are growing in my pepper patch.

Step 1 – remove weeds
Step 2 – wash off stray dirt
Step 3 – blend¹ (with some added water and a little “green powder” if you’d like)
Step 4 – enjoy while writing to you about this discovery

Now maybe I’m just lucky to have a really good seed-bank, but I’m pretty amazed at how many of the weeds I’ve got growing in this patch are edible. Principle among them is purslane (Portulaca oleracea) but we also have kale (Brassica oleracea, although only certain cultivars are grown as kale), dandelion (Taraxacum officinale), wood sorrel (Oxalis acetosella), and amaranth (probably Amaranthus retroflexus, but hard to tell) in the patch. Of these, I’d recommend keeping the amaranth for salads or cooking – in smoothies it seems to leave an unpleasant astringent sensation. You should probably toss the dandelion if, when you pluck the leaves off, there is much visible white latex sap, as they’ll be unpleasantly bitter. Look for these in your garden and consider whether you might make a meal of them rather than simply tossing them in the compost pile.

Between them are some not-very-edibles: quackgrass (Elymus repens) – which fortunately is no longer prevalent; ground ivy (Glechoma hederacea) – a mint-family member which some consider edible but which others consider toxic; and something that is probably Queen Anne’s lace (Daucus carota) or wild carrot (Daucus pusillus) or parsley (Petroselinum crispum) but which is to easily confused with more toxic things such as wild parsnip (if I give you the binomial Pastinaca sativa wikipedia will lead you to common garden parsnip, which is confusing because USDA seems to agree that Pastinaca sativa is a noxious weed and not a food plant) or even poison hemlock (Conium maculatum). If you were me, you’d just weed these out and not bother trying to figure out whether they were edible, because your blender would easily fill up with the known goodies above.

This step is a lot easier with good high-speed blender like our BlendTec or a Vitamix. ↩