One more thought on the flat 1" plate and 4 screws design. It is a good idea to examine the design in the light of a first degree failure, such as one bolt breaking or simply getting loose enough not to carry its load. How is the additional load going to affect the remaining bolts. With only three bolts holding, the two closest ones will have to shoulder the load of the broken one, so they will have their own 3925 lbs of tension plus half of the broken bolt's 3925 lbs (a total of 5888 lbs.) This is now 85% of the nominal strength of the bolt which doesn't leave much for a safety factor. It will also cause them to stretch more with the possibility of a positive feedback situation causing total failure because of a greater area being exposed to chamber pressure.
All of these numbers are based on the original 3/8-16 by 100 ksi postulated bolts. Stronger ones would have better numbers.