The roof was designed as a gable with a steep enough pitch to provide at least 3 1/2 feet of room in the center of the bed loft while also meeting the wall as close as possible to the loft floor. This way the triangle created would resist the outward force of the roof against the walls. However on the east side of the house, there was no loft, and thus no horizontal resistancee. I could have used tie rods, but would have reduced the openness of the space. Thankfully we developed a better solution.
This solution was to use scissor trusses. This system is a means of 'triangulating' the roof in a way that allows the lower part of the truss to act as a brace to prevent the upper wood members from deforming. Typically trusses are only used for large structures because of the cost and labor involved. However for this project, Luke was skilled enough and willing to build them on site.
Here you see the trusses fully installed. From here on, the roof will be built with normal rafters. Not only is the extra strength of the trusses unnecessary with the bed loft, but the trusses would have reduced the interior height of the loft.
The first step in building the framed roof was to connect the ridge beam. It's very important that a ridge beam be continuous from end to end. For this project the only 14ft piece that I recovered was a piece with several splits in it. Therefore we nailed 1x4 bracing on either side of the piece to form what's called a compound beam.
The interesting point about the rafters is that these pieces (like all of the framing) were salvaged. But in this case the salvaged wood was unusually old. As a result, the rafters are 2" x 4 1/4" instead of the more common 1 1/2 x 3 1/2". For the kind of forces we were looking at, a 2x4 would have been too weak, and there were not enough 2x6 pieces to complete the roof. With careful engineering the house has survived three moves and several wind storms with not a single problem. Big huge thanks to Matt Philips for helping us out for the whole day.
Once the roof was complete, we framed the west wall above the bed loft. It should be mentioned that we made liberal use of steel brackets and plates in many locations including the south wall, the rafters, and here on the west wall to provide a stronger connection.
This flashing is a long story. In order to get as much interior room as possible, the house was built to 8'-6" which is also the maximum allowable vehicle width. Therefore in order to have overhangs to keep the water away from the walls, the overhanging 'wings' would have to be removable. This was accomplished by creating the flashing in a 'V.' The wings would have a matching piece of flashing which slides into the gap created by the V.
In order to help prevent water from slipping underneath the flashing if the roof fails, I caulked the joint and then added tape on top of the joint. As with the skylights, I used high-temperature tape for the seam.
There was a long discussion about what would be the best roof for the structure. I was interested in either recycling the aluminum from another project, or using leftovers from a larger steel roof project. However a contractor insisted that a torch down roof would be necessary because a)it's the lightest material available b)it's the least expensive c)because the tar is melted directly to the plywood, it wont peel if the house is transported at higher speed. I talked this over with several people, but couldn't find a practical rebuttal. So I grudgingly installed this petroleum product on my roof.
One of the reasons that I was so reluctant to use this material is because it requires the roof to be heated to several hundred degrees in order to melt the tar onto the roof. This was by far the most unpleasant job of the entire project (partly because of steeply sloped roof).