Jay C. White Cloud

+ Follow
since Nov 05, 2012
Apples and Likes
Apples
Total received
46
In last 30 days
0
Total given
218
Likes
Total received
1031
Received in last 30 days
0
Total given
726
Given in last 30 days
0
Forums and Threads
Scavenger Hunt
expand Pioneer Scavenger Hunt

Recent posts by Jay C. White Cloud

Hello R. Johnson...Welcome to Permies!

I think the advice and guidance by others is generally outstanding thus far...

In support of that, and perhaps more information for you to consider and learn from, here are some other great posts that may be found useful.

Cob cottage (or other natural owner-built home) from scratch

Cob home in Hot humid climate?

Raised Earth Foundations

Jennifer and I have become very good friends and she live in the "South" as well and has very similar desires and motivations. She may be someone to reach out to for more discussion.

Good luck!
2 years ago
Hi Robert,

I have been following along, and Dale made the same suggestions I was thinking of...

I am not sure if proximity to the ocean and rain are a reason not us use either a "lite" or "heavy" cob material on the stone. Lite cobb with a lime render is going to add more "insulation" than a heavy cob would.

Cobs in general are found all over the world from the tropics (with over 3 metres of rain a year) to places like Japan that have earthquakes and tsunami force wind/rain.

I like your idea of lime materials yet these are not going to be as "cost effective" (which seems part of this project challenges) as are just clay based encapsulation systems...

I would probably go with 50 mm of mineral wool board, and air space and wood siding before I would choice a lime/hemp since the goal is "insulation" and not just a "cladding system."

My 2¢ for now......
2 years ago
Hi Alexander,

I haven't forgotten about you, just really busy, and trying to finish this project while 3 more have already started...

I will try to address some of this about "frost heave."

Below quote is from Stone wall collapse (frost) -- New England -- smarter solutions?

Jay C. White Cloud wrote:"Frost Heave" is often a "misnomer" in many locations and not...necessarily...all that is going on. That is why the many stone walls around the world...not just New England do not move. Many of these stone walls sit on...or near...bedrock, and/or a "mineral soil," not a "clay soil." The clay soil is part of the revelation...clays are an expansive soil when they get wet...even without ice to exaggerate this expansion. Get a "bentonite" clay in a soil and you have way more to worry about than frost as this is an extremely expansive form of clay...yet has many positive uses as well.

So the real issue is clay and/or water...if neither are present you have little to worry about. So the goal of any design is finding the clays, and removing the standing water which can freeze and expand.

No water...No heave...No clay...no heave....

Could not recommend the gravel trench more!! Best foundation system yet devised and still used today on just about every continent.



I think I covered frost heave also in the "Raised Earth Foundation" post...

Being in Vermont, "frost heave" can and is very much an issue in some soil types. Sharon Vermont, where this frame is, typically has very well drained soils in most of the area near the river.

For a project like yours, whether one uses large stone or a big chunk of concrete (artificial stone) the depth and installation of both is directed by the soil type as much as it is "averages in frost depth." Assurance of drainage is the primary issue to focus on whether a structure sits on made made stone or real stone.

In your case the other issue is a pre-existing structure you plan on tying into (i.e the house.) I typically will do not recommend tying into pre existing architecture just because of the risk of uneven settling This can be sometimes seen on some decks and porches added later to structures and/or added in new construction yet the "backfill" that the deck porch foundation is dug into settles more than the primary foundation of the house.

There is a great deal of info out there about "concrete foundations" and "frost." Not all of it is accurate, much of it is "incomplete," nor addresses traditional foundations. Empirically, whether here in New England, or anywhere that ground may freeze, all one has to do is look at historical homes and how they are built...They do not sit on concrete...They do sit on stone, and drainage is the primary focus along with depth excavation, and soil types. I would further add, that even with or huge building efforts...the majority of human architecture built in the world in history and into today...sit on wood and stone...not concrete.

As one more "food for thought" item...Let's consider the Brooklyn Bridge's foundation, one of the finest bridges of its kind. It is over 150 years old and still in great service, while the "concrete and steel" modern bridges all around it are either falling apart, need to be replaced and/or have been "down graded" in load capacity because of "issues.

What is the Brooklyn Bridge sit on?

Stone...

Scribing to plinth stones seems totally manageable, and there are several great posts on that, but it's all the other details -- how deep do you dig the footings, how exactly do they prevent frost heave, how do the posts attach to the stones, etc. -- that I can't seem to track down.



I am sorry......I feel like I may have left you hanging on those points and will try to make it clearer now. Please do ask more questions if you have them...

As for "how deep," that does depend on the soil type in your area and how far the frost specifically penetrates for your given area. To select a "safe" generic number...1.2 to 1.5 metres is safe for most of New England, and I add a bit more if not sure or don't know the exact soil types.

For example the "turnkey" project I just took on has a "sand/gravel" soil...It just doesn't freeze or heave from speaking with locals. We will be testing this out as we are building an all stone (dry laid) root cellar under the timber frame house I am designing for the client. The rest of this house (about 30 minutes North of Sharon in Bethel, Vermont) will sit on the same "stone plinth" foundation stone system as the Sharon Pavilion...Very much like most of the 300 to 600 year old homes do in Northern Japan.

As for how this prevents frost heave...again...no water...no heave...

Attaching the "post to stone" is by gravity in the traditional context and sometimes with a small "drift pin" or stone tenon in the base of the post. Just being scribe fit is typically enough for most simple structures with solid wall systems. Many of the old Minka farm houses of Japan (just like our old farm houses and barns here in New England) just "sit" on their foundations. There weight and gravity is all the "glue" that is needed.

Now to make all my "PE Friends" happy, on commercial/public buildings (and for extra insurance) we use "moment connection" (fancy word for mechanical fasteners in post foundations.) In the case of the Sharon Pavilion (if you look close at some photos) you can see that there is funny looking mortise in the side of the post near the base. This is where a 20 mm steel shaft penetrates up through the base of the wood post and is "fixed" with a large washer, locking washer and nut. I have had entire (small structures) like this lifted by crane...stone plinth and all...!! This is how strong the attachment is between the stone and the post in this configuration. The steel shaft (aka thread rod) is structurally adhered to the stone by an epoxy and is embeded 300 mm into the stone at minimum.

I would add again, I would not recommend using the house as part of the "structural support" for your "Canopy" area. I would make this a "free standing" and self supporting frame independent of the structure. Then the "main house" can move (or not move) and your frame can do the same. This does add more material and work, but I have always felt the gain in strength is worth it. Another reason to do this......if someone really likes it, they can buy it from you....

Please do post more questions if you have them...I will do my best to stay on top of them...

Hello Petya...Welcome

is Yakisugi appropriate for larch for exterior use and does it need additional protection (maybe only flax oil) ?



Yakisugi can be applied to any type of wood and even some other materials as well...

Larch (if speaking of Larix ssp) is typically rank high in decay resistance between the Cypress/Cedars/Junipers and the Hemlocks..

- does larch need treatment with fungicide/insecticide?



Depends on application, in most cases it does not other than proper design that allows thorough drying between wet periods.

- can I rely on natural oils (with UV protection like the OSMO oil) to protect the larch from UV rays?



UV degradation is strictly aesthetic...and the long term effects to the wood are minimal compared to wind driven particulates.

- can one make oils with UV protection - Jay C. have wrote a lot of information about oils (and his favorite Heritage Natural Finishes) and there was a thread in permies (http://www.permies.com/t/24462/timber/recipes-treating-wood - " throw some flower petals or brown oak leaves into the mix") with ideas for UV protection - someone tried it? or other ideas?



Yes, but it typically is not a DIYer level project. However, any pigment or solid material added to a finish become part of the finishes "sacrificial layering nature" and therefore affords further UV protection, but as mentioned also changes the look of the natural wood.

- is Yakisugi appropriate for other wood species for exterior use, esp. pergola - here pine is most popular (with all its troubles to conserve it), there are spruce beams imported from abroad (BSH „brettschichtholz “). May be one can find oak and black locust (Robinia pseudoacacia) (used for deckings and garden posts but most of all for heating - burnt in home stoves! )



All can have Yakisugi applied...
2 years ago
Hi Daniel,

Just saw this in my evening "scan."

Sounds like a great project...

I second everything Allen just shard.

Looking to build my own cob/bale house. As for the water system, I want to install a perfectly modern system.



No problem with that at all...

Being uneducated with plumbing, is hiring a plumber for this the right move?



Yes...and/or a design build company that facilitates natural building which should include these services in their contract with you.

Probably need someone to both look over the plans AND help with the install.



If you acting as your own "GC and designer," and don't feel comfortable with plumbing specifications (and probably electrical, mechanical, and general architectural layout??) then a consultation with a firm/company that does such architecture is warranted.)

Probably looking at an hourly rate then? Anybody want to take a guess at what this would cost? Much appreciated.



Only time a "hourly fee" is warranted is when dealing with nebulous open ended "what if's" and "some" consulting aspects that are ongoing or also open ended. Professionals generally can give you as set price for their services once a completed design is in hand.

Regards,

j
2 years ago
Monolithic Dome Help

I love geopolymers. I also have seen some incredibly nice homes in caves/old mines in the appropriate environments for them. I think with the correct skill sets, motivation and money anything can be "made to work." I love the concept of Wofati, and think some could last millenia if built properly.

As a natural/traditional builder, I can't say I have ever seen a "modern dome" work survive much past 20 years without major issues...

I think brick/stone domes/vaults have great/excellent potential, and though I don't believe "modern domes" work (or have proven to) I love traditional domes of all types starting with Brunelleschi's Dome. In the vernacular forms, like cloister (ambulatory) vaults, caponier in domestic application, timbrel (catalan) vault...this is one of my favorite forms/types!!, groin vault, muqarnas (stalactite vaults)...and it rambles on....

Auroville Earth Institute is a wonderful place to explore the possibilities of such structures in the methods that have historical/empirical positive track records...
2 years ago
I read you loud and clear Dale on the "legal part" and agree. In this case, I am sure it is an acceptable practice as I use to live in Gettysburg, as long as things like Lady Slipper Orchids and few others aren't harmed (but I think some harvest transplanting is allowed?) I agree, check the regs.

As for a "bog" to produce "cutting peat" for fuel...I think the number is over 15000 years. I know it take a very long time just to start to get something established and of fuel value and that is measure in many millenia.

As for just having "bog" I love them too!!! They are awesome, and have much more than just the peat. Orchids, iris, fern, and all manner of "wee beasty" plus the fringe is great for blueberry, and related species...

To get started...Is the a "wet spot" in the area that this is planned for??
2 years ago