It's a little unclear, but it sounds like you want to frame additional support for the roof before you finish the ceiling? Why, is there a problem? What are you trying to brace?
It looks like a hip roof. The 1x8 is not structural, it was a temp board either put there as a prop for the ridge board during construction or another owner wanted to hang something. You have a system of roof rafters and rafter ties (which can double as your ceiling joists). There should be nothing added to connect the roof rafters to those rafter ties below.
The (6) 2x6 rafter ties @+/-36"o.c. are overspanned for 20'. What you should do first is move and sister those ties next to each rafter @24"o.c. Then, depending on what you want for the attic, there would be additional details/substitutions:
For minimal storage (like light decorations only):
1. Add new 2x6 DougFir/SYP Select Structural grade in between so your ceiling joist spacing is 12"o.c. This might "just meet" adequate framing.
2. Scrap the 2x6, and add new 2x8 DougFir/SYP #1 or better grade next to each rafter so your ceiling joist spacing is 24"o.c.
For a little more 20psf attic storage:
3. Scrap the 2x6, and add new 2x8 DougFir/SYP #1 or better grade next to each rafter and then spaced @12"o.c.
4. If you want 24"o.c. you'd have to go to 2x10 Select Structural, but you might have trouble fitting it in at the rafter heel with a low slope roof.
For a raised ceiling:
5. You'd have to look at the existing rafter size to make sure they can still span based on how high you put the ceiling and your region's loads.