The solution to doing this faster is to not do it. With your sills being connected to a foundation there is no risk of the floor joists from pulling out. The industry has (in my opinion) moved away from dovetail joints as the dovetail timber shrinks and loosens up in the pockets.
The dovetail is going to shrink as shown with the red lines. To prevent pull out some have added wedges were the blue lines are shown. Crushing the dovetail somewhat with hopes that when it dries out it will not pull out because the wedges are there.
If you are concerned about sills spreading at mid span the joint to use is a tying joist with a simple mortise and tenon, like this:
If you have long sills, and are concerned about them spreading put two tying joists in. But the end cross sills should hold the ends and the tying joist should hold the middle.
Regular drop in floor joists can be used. Either secure with a screw, as it will be hidden by the flooring or a peg. But the peg will not be located correctly based on the distance from the peg hole to the end of the joist as the joist end is not long enough.
Drop in pockets shown beyond the tying joist on a long sill.
Good luck with your project.
Jim Rogers