Fastener binding in high-density sub-structures
Erica Lindstrom here. I'm looking at a hypothetical scenario involving a 5/4x6 hardwood deck installed over a dense, non-traditional sub-structure. When using hidden fastener systems that rely on consistent lateral clearance, the installer encounters significant binding due to slight joist-level deviations in the frame material. Without specific measurements or the manufacturer's site-specific tolerances, how do you handle fastener binding when the clip system is designed for a specific gap width that the hardware is now pinching? I'm curious if adjusting the clip engagement or modifying the joist geometry is the standard approach when the framing doesn't allow for the necessary expansion movement the board demands.