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Treehouse Design (literally a small house in the trees)

waytsh

Structural
Jun 10, 2004
373
Hi All,

Just got a request from a client to provide some engineering on a treehouse from a treehouse company here in the States. Curious if any of you have ever worked on anything like this. Seems like a lot of risk for very little $. Obvious concerns are the fact that it is going to be supported off living, growing, moving trees. If any of you have been involved in a project like this what kind language did you use in your contract? How did the process go? Curious to hear your thoughts before I respectfully decline the project.

Thanks!
 
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This sounds pretty interesting!
It's not something I've put any formal design numbers to and would anticipate there to be a lot of nuance with the design approach. From memory, I've seen a TV or YT video showing the build of a large treehouse, they used special engineered bracketry to attach to the tree itself, something like these.

If it appeals to you, it would be worth a discussion with someone from the Company before you decline - at the least to understad their budget and see if you could upskill accordingly, it might be a nice specialism to be involved with going forwards.
 
So what exactly does the specialist company in tree house construction need?

If it involves more than one tree then clearly need to allow quite a lot of flexibility and room to adjust the connections on a regular basis
 
Were I in your shoes, I probably would turn this down. Lousy $$/risk ratio as you say. That, particularly for me as a sole practitioner.

Every couple of years, I have to fill out a form telling my insurer what kind of work I've been doing. I would not relish having to explain: 12% Tree Houses. Heck, my insurer isn't particularly fond of my doing regular houses. Insurers, like everyone, fear what they don't understand. I could see my insurer dealing with that buy just throwing money at the problem. My money.

The closest analog that I can think of where live trees get engineered and used structurally would be zip lines. And those are a bit easier because:

a) Not really any serviceability requirements and;

b) They have (or should have) routine inspection programs in effect.

For a treehouse, you'd almost want an arborist performing a similar function to a geotechnical engineer on a conventional project. Not that I foresee any arborists lining up to take structural responsibility for the trees. But I would think that a tree house inspection by an arborist at regular intervals would be prudent. Beyond that, I guess just keep th stresses vary low and set things up to minimize differential settlement potential.
 
Looks like it would involve determining the climatic loading and sizing rafters, joists, carry beams, etc. I did run this by my insurer and as expected they were less than thrilled. Sounds like I may need to decline on that basis alone. It is a shame, would be fun to work on something a little different.
 

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