Hey evereyone, first post here!
I know this is an RV forum, but I am doing a bus conversion. I joined this forum as the body of my bus is made completely of
fiberglass, and I am about to start my journy of deleting multiple
windows and openings to turn it into my own custom space.
I think I have a good handle on deleting the openings, I am a woodworker and have done a bunch of research on
fiberglass installation, youtube is a wealth of knowledge!
The problem i am seeking advice on is the roof sag on one side of the bus cieling.
The original structural composition consist of 1/8th thick
fiberglass covered in a gell coat on the exterior, bonded to about 1 inch of that corrogated cardboard material you would see on the inside of a crappy interior house door, the cardboard is then bonded to a second layer of 1/8th thick fiberglass on the interior, it is quite strong, but there is no steel substructure. There is a ridge in the center of the roofline to create a very shallow slope on the roof to the outside.
There are strips of plywood and 1/6th steel in different places of the cieling underneath the inside layer.
I have a considerable sag on one side of my cieling section, spanning about 12 ft long, going from where the wall meets the cieling, to the center ridge of the roof. I want to fix this problem so that i have a flat surface to frame to for my insulation.
The solution i have come up with is to take 1 inch square steel tubing and run it perpendicular to the sag in the roof, jack it up till it is flat and tight, drill holes through both layers of fiberglass and the first layer of steel tubing, pull the tubing down, tap the holes in the tubing so the bolts can thread in, put the tubing back up and install the bolts from the roof side, with as wide of washers as i can find so as to disperse the pressure outwards on the fiberglass reducing the chance of damage. I would water seal the bolts with butyl tape before installion. The only concern is that by doing this i will be transferring some of this tension to the ridge of the roof, i hope this will not cause the ridge to collapse.
Can anyone give some insight on this issue? Is my technique that i am thinking about trying an approach that will hold up over time?