Oversized holes on only one ply

[PSSC]

I have a situation where the holes are 1/8" oversized on the diameter instead of 1/16" on vertical diagonal braces, back to back angles.
I have in the back of my head a memory that if only one of the plies were oversized, the connection could be considered a bearing type connection.
In this case if the angles were replaced with new steel with the correct size holes.
I cannot find anything to confirm this wisp of a memory but wanted to ask if anyone else had seen this in the manual?
This is probably a false memory but I thought I would ask.

Thanks

 

[dik]

For braces, I use slip critical connections and hardened washers, and the oversized hole is meaningless. If bearing is required it may be a matter of fillet welding the brace to the ?.

Dik

 

[r13]

Size and Use of Hole (LRFD section J3.2)
The maximum sizes of holes for rivets and structural bolts are given in Table J3.3. These holes are classified as:
i) Standard holes – 1/16 in. larger than the nominal bolt diameter
ii) Oversized holes – not allowed in bearing-type connections
iii) Short-slotted holes – allowed in both slip-critical and bearing-type connections, but the length have to be normal to the direction of the load in bearing type connections.
iv) Long-slotted holes – allowed in only one of the connected parts of either a slip-critical or bearing type connection at an individual faying surface. They are permitted without regard to direction of loading in slip-critical
connections, but should be normal to the direction of loading in bearing type connections.