Hi John! I am on the West Coast of the US. I'd be happy to chat with you. I am not an expert in the use of the Junk Rig, but I have done a lot of the maths involved and would be interested in talking with you about your project. What follows is just my two cents on your situation.. please don't take it as gospel :-)
The Force 50 is a substantial boat, and seriously bluewater. It looks to me like an excellent candidate for Junk Rig conversion, as it has a full keel without much of the forefoot cutaway, good form stability, and plenty of buoyancy in the bow. And it was designed by Bill Garden... quite the pedigree.
One thing I would suggest... you do not want to rush it. Planning the rig is really, really important and doing the maths is also really, really important. You have to additionally remember that with a Junk Rig, you wont be flying a spinnaker for downwind, and you wont have a specific light airs setup, so you may want to add a bit of area to handle light airs sailing (Unless you plan on using your iron jib for that). In that case, to get something like a 16.5 SA/D you would need about 140 square meters of sail (1500 square feet) flying. But thats entirely up to you, as of course that entails larger masts, etc.
Personally, I intend on going all the way to 20+ SA/D and just keep it reefed all the time except when I need to ghost.
With that much sail area, even if you split between two masts, you really won't want to have a 900 square foot sail to manage if you can avoid it. So if you wanted two, it would probably have to be an equal split (like so many of our members do) or near equal. Far better would be to have three sails of something like 700, 500 and 300, or some other proportion that works with your Center of Effort, keeping the biggest sail size as small as possible, and as the central, mainsail.
Also, you probably can't keep your ketch mizzen as it is. On the Force 50 it requires a Triatic to stay firmly attached, and you can't have one of those on a Junk Rig. You will likely need to keel step it, which in your case sounds like it will have to be relocated, or a Multi Truss, tie rods and buttress installed to handle not keel stepping it. Either way needs to be free standing, so you can imagine the engineering that will need to be done to keep it from being keel stepped.
So... keel stepping is really the only way to go, as far as I know! Assuming you don't want to involve yourself in serious engineering problems. I am going to guess that one of our more experienced members will step in to correct me on this one, if there is something I have missed.
Please do follow our more experienced member's advice and read Arne's articles. He has graciously given us some fantastic knowledge on how to achieve just what you are trying to achieve. Look through his stuff, and find the things related to calculating Center of effort, center of lateral resistance, and so on (also found in PJR). He has loads of practical advice, and if you read PJR as well, there isn't anything stopping you from doing it.