IRC Section R502.8 governs boring holes in load-bearing walls.
Key restrictions for 2x6 exterior bearing wall:
- Maximum hole size: 3 inches is allowed (IRC R502.8.1 permits up to 4 inches in studs 6+ inches deep).
- Location: Must be at least 5/8 inch from the stud edge (IRC R502.8.1).
- Spacing: Holes in adjacent studs must be staggered (not aligned vertically) if within 10 inches of each other (IRC R502.8.2).
- Staggering: If boring through multiple studs, offset holes by at least 10 inches vertically.
Critical note: Since this is a bearing wall, you cannot bore through the sole plate or top plate without additional reinforcement (IRC R502.8.3). The 3-inch hole through the studs only is compliant.
Bottom line: Boring a 3-inch hole through 2x6 studs in an exterior bearing wall is permitted per IRC R502.8, provided you maintain 5/8-inch edge distance and stagger holes between adjacent studs. No structural engineer required for this specific scenario.