Fastener Schedule for Residential Framing
Fastener ScheduleA quick-reference framing fastener schedule based on common IRC residential connections including studs, plates, joists, rafters, and subfloor fastening.
Common Residential Framing Fastener Schedule
Source: Modeled from IRC Table R602.3(1) and common manufacturer framing schedules — always verify your adopted code edition.| Connection | Typical Fastener | Typical Quantity / Spacing |
|---|---|---|
| Stud to single top plate | 16d common or equivalent | Toe-nail or face-nail per code schedule |
| Double top plate lap | 16d common | 8" to 16" o.c. depending on lap condition |
| Wall sheathing edges | 8d common or ring-shank | 6" o.c. typical |
| Wall sheathing field | 8d common or ring-shank | 12" o.c. typical |
| Subfloor panel edges | 8d ring-shank or #6 screws | 6" o.c. with adhesive recommended |
| Subfloor field | 8d ring-shank or #6 screws | 12" o.c. |
| Rafter to top plate | Toenails + uplift connector where required | Per code / connector schedule |
| Joist hanger installation | Hanger nails or approved connector screws | Fill required holes only as published |
Applicable Codes & Standards
- • IRC Table R602.3(1)
- • IRC R507 deck framing provisions
- • Manufacturer connector schedules
How to Use This Schedule
Treat this as a practical field reference, not a substitute for the adopted code book or engineered plans. When the local code, connector table, or structural drawings are more specific, the project-specific requirement governs.
The highest-risk substitutions happen at connectors and lateral systems. If a schedule calls for hanger nails, holdown anchors, or ring-shank sheathing nails, use those exact fasteners rather than a visually similar substitute.