Stud & Wall Framing Calculator
Count studs, size headers, and estimate all framing lumber per IRC R602 — for 16" and 24" OC walls with any combination of openings.
Wall Parameters
Connections & Openings
Wall Framing Layout
Stud positions and opening details for the configured wall.
Stud Breakdown
Header Schedule
Full Materials List
Lumber quantities with standard stick lengths for ordering.
Framing Components Chart
IRC R602 — Wall Framing
Key code sections governing residential wood frame wall construction.
R602.3 — Stud Size & Spacing
- Bearing walls: 2×4 studs at 16" OC max (or 2×6 at 24" OC)
- Non-bearing walls: 2×4 at 24" OC max
- Maximum stud height: 10 ft for 2×4; 14 ft for 2×6
- Exception: 10 ft walls may use 2×4 at 24" OC with doubled top plate
R602.7 — Headers
- Required over all openings in bearing walls
- Size per Table R602.7 based on span and load
- Single 2×4 header with cripples permitted in non-bearing walls ≤ 8 ft span
- LVL, PSL, LSL headers may substitute for solid wood
R602.10 — Wall Bracing
- Exterior walls require lateral bracing at corners and intervals
- Methods: let-in bracing, diagonal sheathing, structural panels, or portal frames
- WSP (wood structural panel) sheathing counts toward bracing
- Bracing line spacing: max 25 ft along each wall
R602.3.2 — Top Plates
- Bearing walls: doubled 2× top plate required
- Lap at corners and intersections: min 24" lap
- Single top plate permitted with rafter directly above stud
- Non-bearing walls: single top plate acceptable
Header Span Table (IRC Table R602.7)
Maximum header spans for exterior bearing walls. Double 2× lumber with 1/2" spacer (3" net width).