OSE Shop 2011

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Main > Housing and construction


A 12 cell (16'x16') workshop for prototyping and production runs of open source ecology machines

Steps taken to recycle and use a roof structure built as a prototype are shown on the OSE Shop 2011/OSE Mill Shed 2011 page.

See also the prototypical CEB Living Unit

See also Factor_e_Farm_Infrastructure_Buildout_2011

See also

Design Model

Youtube quick Tour here [http://www.youtube.com/watch?v=gsowoMjSy2I]

Sketchup model: [http://sketchup.google.com/3dwarehouse/details?mid=461634956aef7a94d79276599ab9c72d]

Embed:

Notes for model update

  1. put tie detail into model for roof beams to roof boxes
  2. create rebar plan
  3. reset animation points after model rotation
  4. generate new animation and walkthrough
  5. upload to youtube and update wiki

Construction Plan Mindmap

Full size here:[[1]]

Actual Mindmap file here (created with freemind) [[2]]

File:OSE Shop Planning.png

Supply sources

Sand & Gravel - Larry McFee - Maysville - 816 724-0736

Cost Estimates

Spreadsheet

Also see Factor_e_Farm_Infrastructure_Buildout_2011


Materials and Budget

  • 4 Milwaukee cordless drills - $407
  • Roof metal - 136 panels, 17' long (3' widths) - 108 for workshop, 22 for material shed, and 6 extra + flashing for clerestory + screws + flashing closure - total $5871
  • 2x6 lumber, $6.60 - total 396 pieces - total $2802
  • Glue, #25 star driver bits, 3" star bit screws, 2 glue guns, furring strips, 2 tie downs - $299
  • Trailer rental for lumber - $47

Materials Planning Page

Technical Notes

Roof Tie

The use of Simpson Strong Tie model 2.5 can bind the roof panels to the rafter boards in such a way as to bind the roof to the rafters. We will use 100 of them, tying all of the edges and middles of the roof boxes to the rafters.

Foundations

The site is a heavy clay soil with a calculated bearing capability of between 1000 and 4000 pounds per square foot. The foundation design goal is to bring the building static load below 1000 PSF, so that the possible live load (gantry crane loaded, snow on the roof) even doubling the load will keep the foundation pressure beneath 2000 PSF.

OSE Pillar Foundation Justification.png
OSE Wall Foundation Justification.png
InterfaceAssembly.png

Work documentation

8-20-21 Goals.png

How to make a water level: http://www.youtube.com/watch?v=nAcT_1T25LM

How to lay a brick: http://www.youtube.com/watch?v=lORIZ1shRIM

Instruction pages for each step of the project are being prepared and will be posted periodically as time and availability allow.