are you telling me that if you over torqued by 5 ft#, it would break?
why would the torques be different just because of the grade of bolt?
I am just curious how that affects it since your still tightening the bolts down on a gasket and sandwiching to pieces of metal together
Also it should be noted that it also specifically states that the guy that did that write up suggested increasing that torque by 10%-20%. Therefore I wasn't too far off and from the sound of it, being a little higher on the torque is a better idea.... But that's just me.
I don't want to split hairs but :
20 ft. lbs = 240 inch lbs
89 inch lbs X 3 = 267 inch lbs .
If my math is correct then at your high end of 20 ft lbs you are almost 3 times the required torque value.
At the low end of 15 ft lbs .
15 ft lbs = 180 inch lbs which is over twice the required torque.
I'm not saying it would break but quite possibly strip which would require a heli coil at the very least .
I have a ft lbs torque wrench and a inch lbs wrench which I use whenever possible.
I don't want to flame anyone ,just saying "give accurate info". There is an online repair manual in the reference section that will give all the torques required.
For the upper pan bolts use thread locker as described in the thread.