The New Dojo

Well, it certainly started out better than the first dojo project! This time around I decided the building was going to come from something a little more reputable than some home-grown lumber yard "kit". I researched several established manufacturers of utility buildings, and after evaluating several different styles of construction, I decided on an engineered structual truss
building. This type of building allowed for a maximum of three dimensional space, yet had a more traditional and pleasing appearance (a requirement!).

I chose a building that would set on a concrete slab, bolted down to studs imbedded into the concrete. The size I chose was 24ft by 30ft - a smaller footprint than the original dojo, but, with 14 ft eves, it was tall enough to have the ancillary rooms (dressing and storage) on a second floor. The actual mat space would be bigger than the original's.

This also reduced the cost of the slab, and the permit (based on square footage!).

The first task was site preparation and getting the slab poured. Again, to keep costs down,  we worked with the excavator, and did much of the site preparation ourselves. The excavator and I together, marked and staked out the site, and my students and I did all the trenching for the required rat wall. The excavator bought in the sand, we leveled it, and he came back and compacted it.

cleared site

Once the building inspector had OK'd the prep work, the excavator came in and poured the slab, and set the mounting studs. We also decided to trench around the slab, and lay a dranage pipe to reduce water buildup (it rains in Michigan!).

the poured slab

Next step was to raise the truss verticals, This was done by brute force - we levered the verticals up, braced them, and bolted them down. Oh yeah, those center verticals weighed about 200 pounds each...  :-)

center verticals

The corners, front and back went up next.

verticals up!

Once the verticals were up, the trusses proper had to be erected. Now, that center truss had to be assembled from two halves, and the assembled truss weighed in at an excess of 350 pounds! We weren't just going to lift it up (14 feet!) by hand.... That's where rental businesses are invaluable - we were able to rent a hand operated construction lift (called a "genie" lift) for about $35US a day. I designed and built a "cradle" that the completed truss could rest on, once assembled. The lift would raise to 18 feet, but we needed to raise the truss 19 1/2 feet, so the cradle had to lift the extra 18 inches. It worked....

Raising the center truss

...and we were able to manuver and bolt the truss to the Corresponding verticals. The front and back trusses went much easier, as they were bent plate, rather than welded.

All trusses up!

Now, was the job of putting up the purlins (roof timbers). I had a two section scaffold, but only one walkway, and no wheels for it (hey, look - I inherited it and I got what I got...), so back to the rental store!

This allowed us to put a 5x7 foot working platform 15 feet in the air. Made it a lot easier to place the purlins!

Hanging purlins

We finished up the end-wall girts and facia boards. The end panels will fasten to these, then the roof panels go up, then the sides.

But that's another story, yet to come!

the Frame!


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