Header Size Calculator
Calculate header size for door and window openings. Enter opening width and wall type to get required header size, jack studs, and king studs needed.
Opening Type
Wall Type
Exterior walls and walls supporting floor/roof above
Opening Size
Required Header Size
2x6 (doubled)
Framing Detail
| Header Size | Bearing Wall | Non-Bearing |
|---|---|---|
| (2) 2x6 ← | up to 4.0' | up to 6.0' |
| (2) 2x8 | up to 6.0' | up to 8.0' |
| (2) 2x10 | up to 8.0' | up to 10.0' |
| (2) 2x12 | up to 10.0' | up to 12.0' |
*IRC 2021 guidelines - verify with local codes
- Built-up headers: sandwich 1/2" plywood between two 2x's for 3.5" total width
- Jack studs must be continuous from bottom plate to header
- Nail king and jack studs together with 16d nails @ 12" OC
- For openings over 8' in bearing walls, consult an engineer
- Add cripple studs above header to maintain stud spacing
Related Calculators
About This Calculator
Calculating the correct header size for door and window openings is essential for structural integrity and code compliance in both new construction and remodeling projects. Headers transfer loads from above the opening down through jack studs to the foundation—undersized headers sag and crack finishes, while proper sizing ensures decades of trouble-free performance. Our comprehensive Header Size Calculator determines the required header depth based on opening width, load type (load-bearing vs. non-bearing), number of stories supported, and building system requirements per IRC 2021 guidelines.
Whether you're framing a new exterior doorway, installing a picture window, creating a pass-through between kitchen and living room, or expanding an existing opening during a remodel, this calculator provides the header size, jack stud count, king stud requirements, and cripple stud layout needed for proper framing. In 2026, dimensional lumber for headers (2×6 through 2×12) ranges from $0.90-$3.00 per linear foot, with LVL (laminated veneer lumber) headers costing $4-8 per linear foot but offering superior strength for wide spans. Enter your opening dimensions to generate a complete framing schedule with visual diagrams.
Trusted Sources
How to Use the Header Size Calculator
- 1Select opening type: door (standard, sliding, French) or window (single, picture, bay).
- 2Specify whether the wall is load-bearing (exterior, under floors/roof) or non-bearing (interior partition).
- 3Enter the rough opening width required for your door or window unit.
- 4Select number of stories above the opening (1-story, 2-story, or roof only).
- 5Choose wall type: 2×4 (3.5" thick) or 2×6 (5.5" thick) construction.
- 6Review the required header size, including built-up construction details.
- 7Check the visual framing diagram for jack stud, king stud, and cripple stud placement.
- 8Use advanced mode for snow load adjustments and LVL header alternatives.
- 9Switch to cost estimation mode for complete materials pricing.
Formula
Header Size = f(Opening Width, Load Type, Stories Above, Span Tables)Header sizing follows IRC Table R602.7.2 which specifies minimum header sizes based on building width, number of supporting stories, and opening span. Load-bearing walls require significantly larger headers because they transfer floor/roof loads. Non-bearing partition walls only support their own weight and ceiling finishes.
Header Sizing Quick Reference (IRC 2021)
Header requirements depend on whether the wall is load-bearing and how many stories it supports:
Load-Bearing Exterior Walls - Single Story or Roof Only:
| Opening Width | Header Size | Jack Studs per Side |
|---|---|---|
| Up to 4 ft | (2) 2×6 | 1 |
| 4 to 5 ft | (2) 2×6 | 1 |
| 5 to 6 ft | (2) 2×8 | 2 |
| 6 to 7 ft | (2) 2×8 | 2 |
| 7 to 8 ft | (2) 2×10 | 2 |
| 8 to 9 ft | (2) 2×10 | 2 |
| 9 to 10 ft | (2) 2×12 | 2 |
| Over 10 ft | LVL/Engineered | Per engineer |
Load-Bearing Walls - Supporting 2 Stories:
| Opening Width | Header Size | Jack Studs per Side |
|---|---|---|
| Up to 3 ft | (2) 2×6 | 1 |
| 3 to 4 ft | (2) 2×8 | 2 |
| 4 to 5 ft | (2) 2×10 | 2 |
| 5 to 6 ft | (2) 2×10 | 2 |
| 6 to 7 ft | (2) 2×12 | 2 |
| 7 to 8 ft | (2) 2×12 | 2 |
| Over 8 ft | LVL/Engineered | Per engineer |
Non-Bearing Interior Walls:
| Opening Width | Header Size | Jack Studs per Side |
|---|---|---|
| Up to 6 ft | (2) 2×4 or single 2×6 | 1 |
| 6 to 8 ft | (2) 2×6 | 1 |
| 8 to 10 ft | (2) 2×8 | 1 |
| Over 10 ft | (2) 2×10 | 2 |
Built-up headers: (2) means two boards with 1/2" plywood spacer to equal wall thickness
Understanding Load-Bearing vs. Non-Bearing Walls
Correctly identifying load-bearing walls is critical—removing support without proper headers causes structural failure:
Load-Bearing Wall Indicators:
- Exterior walls (almost always load-bearing)
- Walls running perpendicular to floor joists/rafters
- Walls directly under beams, other walls, or bearing points
- Walls that stack floor-to-floor through the building
- Walls at the center of the building (mid-span)
- Walls identified as bearing on structural plans
Non-Bearing Wall Indicators:
- Walls running parallel to floor joists
- Walls that don't stack with walls above/below
- Walls labeled "partition" on plans
- Closet walls, bathroom enclosures (usually)
- Walls with no structural elements above
When in Doubt:
| Situation | Recommendation |
|---|---|
| No plans available | Assume load-bearing |
| Conflicting indicators | Consult structural engineer |
| Removing any wall | Verify before demolition |
| Adding large opening | Engineer review recommended |
What Happens with Undersized Headers:
| Problem | Symptoms | Result |
|---|---|---|
| Insufficient header | Door sticks, cracks above | Failure over time |
| Missing jack studs | Header rotates, sags | Opening distorts |
| No king studs | Wall loses stability | Cannot attach trim |
The Conservative Approach: When uncertain, size headers as if load-bearing. The cost difference between a (2) 2×6 and (2) 2×10 header is $10-30—trivial compared to a $2,000 structural repair.
Header Framing Components Explained
A proper header assembly includes multiple structural components working together:
King Studs:
- Full-height studs on each side of opening
- Run continuous from bottom plate to top plate
- Provide nailing for door/window jambs
- Transfer vertical loads around opening
- Always required: minimum 1 per side
Jack Studs (Trimmers):
- Shortened studs that directly support header ends
- Nailed face-to-face against king studs
- Transfer header loads down to plate
- Number depends on load and span:
| Opening Width | Jack Studs per Side |
|---|---|
| Up to 4 ft | 1 |
| 4 to 8 ft | 2 |
| 8 to 10 ft | 2-3 |
| Over 10 ft | Per engineer |
Cripple Studs:
- Short studs above header to top plate
- Maintain regular stud spacing (16" or 24" OC)
- Transfer loads from top plate to header
- Required unless header is at top plate
Sill (Windows Only):
- Horizontal member at bottom of window opening
- Typically (2) 2×4 or single 2×6
- Cripple studs below sill down to bottom plate
Rough Opening Dimensions:
| Opening Type | Width Calculation | Height Calculation |
|---|---|---|
| Door | Door width + 2.5" | Door height + 2.5" |
| Window | Window width + 0.5-1" | Window height + 0.5-1" |
Example: 36" door needs 38.5" rough opening width
Building Built-Up Headers
Most residential headers are "built-up" from two pieces of dimensional lumber with a plywood spacer:
Standard Built-Up Header Construction (2×4 Walls):
- Cut two pieces of header lumber to length = Opening + 3" (1.5" bearing each side)
- Cut 1/2" plywood or OSB spacer strips same dimensions
- Apply construction adhesive to mating surfaces
- Sandwich plywood between lumber pieces
- Nail with 16d nails at 16" OC from both sides, staggered
- Total width: 1.5" + 0.5" + 1.5" = 3.5" (matches 2×4 wall)
For 2×6 Walls (5.5" thick): Option 1: Double plywood spacer
- 1.5" + 0.5" + 0.5" + 1.5" = 4.0" (add filler strip)
Option 2: Use 4× lumber
- (2) 4×8 with ripped filler = 3" + filler + 3" = ~5.5"
Option 3: 2× lumber + rigid foam
- 1.5" + 2" foam + 1.5" = 5" (insulated header)
Insulated Header Benefits:
| Standard Header | Insulated Header |
|---|---|
| Solid wood R-1.25/inch | R-10 to R-15 total |
| Thermal bridge | Thermal break |
| Code compliant | Exceeds code |
| $25-50 | $35-65 |
Header Assembly Tips:
- Pre-drill near ends to prevent splitting
- Crown lumber and install crown UP
- Ensure bearing surfaces are straight
- Use structural adhesive for added strength
LVL and Engineered Headers
Laminated Veneer Lumber (LVL) and other engineered products provide superior strength for wide spans:
When to Use LVL Headers:
- Openings over 8-10 feet wide
- Supporting heavy loads (multiple stories)
- Limited vertical space (lower header depth)
- Commercial or heavy residential applications
- Where deflection limits are strict
LVL Span Capabilities (single LVL, per 1.75" depth):
| LVL Depth | Max Span (roof only) | Max Span (1 floor + roof) |
|---|---|---|
| 9.25" | 8'-0" | 6'-0" |
| 11.25" | 10'-0" | 7'-6" |
| 11.875" | 11'-0" | 8'-0" |
| 14" | 13'-0" | 9'-6" |
| 16" | 15'-0" | 11'-0" |
Double LVL increases span approximately 40-50%
LVL vs. Dimensional Lumber:
| Factor | Dimensional Lumber | LVL |
|---|---|---|
| Cost (per LF) | $1.00-3.00 | $4.00-8.00 |
| Strength | Variable by grade | Consistent, higher |
| Max span | ~10 ft | 15-20+ ft |
| Weight | Lighter | Heavier |
| Cut difficulty | Easy | Requires good blade |
| Availability | Stocked | May need to order |
2026 LVL Header Prices:
| Size | Price per Foot | 10' Length |
|---|---|---|
| 1.75" × 9.25" | $4.50-6.00 | $45-60 |
| 1.75" × 11.25" | $5.50-7.50 | $55-75 |
| 1.75" × 11.875" | $6.00-8.00 | $60-80 |
| 3.5" × 11.25" (double) | $11.00-15.00 | $110-150 |
PSL and Glulam Alternatives:
- PSL (Parallel Strand Lumber): Similar to LVL, available in larger sizes
- Glulam: Best for exposed applications, can be stained
- Steel: For very wide spans or limited height situations
Rough Opening Calculations
Proper rough opening sizing ensures your door or window fits with appropriate clearance for shimming and adjustment:
Door Rough Opening Formula:
Rough Opening Width = Door Width + 2" (shims) + 0.5" (jamb play)
Rough Opening Height = Door Height + 2" (threshold + shims) + 0.5" (head jamb)
Standard Door Sizes and Rough Openings:
| Door Size | Rough Opening Width | Rough Opening Height |
|---|---|---|
| 30" × 80" | 32.5" | 82.5" |
| 32" × 80" | 34.5" | 82.5" |
| 36" × 80" | 38.5" | 82.5" |
| 48" (French) | 50.5" | 82.5" |
| 60" (French) | 62.5" | 82.5" |
| 72" (slider) | 74.5" | 82.5" |
Window Rough Opening: Window RO varies more by manufacturer—always check specifications:
| Window Type | Width RO | Height RO |
|---|---|---|
| Standard DH | Window + 0.5" | Window + 0.5" |
| Vinyl DH | Window + 0.25-0.5" | Window + 0.25-0.5" |
| Wood casement | Window + 0.75" | Window + 0.75" |
Special Opening Considerations:
| Situation | Adjustment |
|---|---|
| Pocket door | 2× door width + 1" |
| Barn door | Door width + 2" (tracks) |
| Bi-fold doors | Opening + 1-2" |
| Sliding glass | Per manufacturer |
| Bay window | Per manufacturer + framing |
Header Length Formula:
Header Length = Rough Opening Width + (Jack Stud Width × 2)
Example: 38.5" RO + (1.5" × 2) = 41.5" header
Practical: Cut to 42" (allows slight adjustment)
Cripple Stud Layout and Spacing
Cripple studs maintain load path continuity above headers and below window sills:
Cripple Stud Requirements:
- Must maintain regular stud spacing (16" or 24" OC)
- Align with wall studs when possible
- Transfer loads to header or sill
- Required unless header is at top plate height
Layout Method:
- Mark regular stud spacing across header top
- Align first cripple with nearest full stud location
- Maintain spacing across opening
- End cripples at king studs (already full height)
Cripple Stud Calculation:
Number of cripples = (Opening width ÷ Spacing) - 1
Example: 48" opening ÷ 16" OC = 3 cripples above header
Cripple Stud Sizing:
| Wall Type | Cripple Size |
|---|---|
| 2×4 wall | 2×4 |
| 2×6 wall | 2×6 |
Window Framing (Double Cripples): Windows require cripples both above AND below:
| Component | Above Header | Below Sill |
|---|---|---|
| Location | Header to top plate | Sill to bottom plate |
| Spacing | Match wall studs | Match wall studs |
| Nailing | 2-16d per end | 2-16d per end |
When Cripples Aren't Needed:
- Header extends to top plate (no space above)
- Sill sits on bottom plate (no space below)
- Opening fills entire stud bay
2026 Material Costs for Cripples:
| Size | Per Foot | 8' Stud | 4' Cut |
|---|---|---|---|
| 2×4 | $0.55-0.75 | $4.40-6.00 | $2.20-3.00 |
| 2×6 | $0.85-1.20 | $6.80-9.60 | $3.40-4.80 |
Special Header Situations
Certain conditions require modifications to standard header sizing:
Heavy Snow Load Areas (50+ PSF Ground Snow): Increase header size by one nominal size:
| Standard | Snow Load |
|---|---|
| (2) 2×6 | (2) 2×8 |
| (2) 2×8 | (2) 2×10 |
| (2) 2×10 | (2) 2×12 |
| (2) 2×12 | LVL |
Point Loads Above Opening: When beams, posts, or concentrated loads bear above:
- Consult structural engineer
- May need steel plate or angle
- LVL minimum recommended
- Additional jack studs required
Balloon Framing vs. Platform:
| Type | Header Consideration |
|---|---|
| Platform (standard) | Normal tables apply |
| Balloon (older homes) | Headers may span two stories |
Garage Door Headers: Wide garage doors require special consideration:
| Door Width | Minimum Header | Jack Studs |
|---|---|---|
| 8 ft (single) | (2) 2×12 or LVL | 2 per side |
| 9 ft (single) | LVL 9.25" | 2 per side |
| 16 ft (double) | LVL 11.25" × 2 | 3 per side |
| 18 ft (double) | LVL 14" × 2 | 3 per side |
Openings Near Corners: Maintain minimum 24" from corner to edge of opening unless:
- Engineering confirms adequate support
- Additional hardware (straps, ties) installed
- Corner post is doubled or tripled
2026 Header Materials and Costs
Current pricing for header materials at major suppliers:
Dimensional Lumber Headers (per linear foot):
| Size | Low | Average | High |
|---|---|---|---|
| 2×6 | $0.85 | $1.10 | $1.50 |
| 2×8 | $1.20 | $1.55 | $2.00 |
| 2×10 | $1.65 | $2.10 | $2.75 |
| 2×12 | $2.25 | $2.85 | $3.75 |
Complete Built-Up Header Cost (material only):
| Opening | Header Size | 2× Lumber | Plywood | Total |
|---|---|---|---|---|
| 3 ft door | (2) 2×6 | $7-12 | $2-3 | $9-15 |
| 4 ft door | (2) 2×8 | $10-16 | $3-4 | $13-20 |
| 6 ft window | (2) 2×10 | $16-24 | $4-6 | $20-30 |
| 8 ft slider | (2) 2×12 | $26-38 | $6-8 | $32-46 |
LVL Header Pricing:
| Size | Per Foot | 4 ft Header | 8 ft Header |
|---|---|---|---|
| 1.75×9.25" | $5.00-6.50 | $20-26 | $40-52 |
| 1.75×11.25" | $6.50-8.00 | $26-32 | $52-64 |
| 3.5×9.25" (double) | $10-13 | $40-52 | $80-104 |
| 3.5×11.25" (double) | $13-16 | $52-64 | $104-128 |
Associated Framing Costs:
| Component | Unit Cost | 3 ft Door | 8 ft Window |
|---|---|---|---|
| King studs (2×4×8') | $4-6 ea | $8-12 | $8-12 |
| Jack studs (2×4×8') | $4-6 ea | $8-12 | $16-24 |
| Cripples | $2-4 ea | $4-8 | $12-20 |
| Hardware (ties) | $2-4 ea | $0-8 | $0-8 |
| Total framing | - | $30-55 | $65-130 |
Pro Tips
- 💡When uncertain about load-bearing status, size the header as if load-bearing—the cost difference is $10-30, but structural failure costs thousands.
- 💡Pre-build headers on sawhorses before wall assembly—it's faster, safer, and produces better quality than building in place.
- 💡Crown your header lumber and install crown UP to counteract sagging tendency over time.
- 💡Use construction adhesive between header components in addition to nails—this significantly increases strength and stiffness.
- 💡For openings over 8 feet in load-bearing walls, consider LVL even if 2× lumber technically works—less deflection, more consistent.
- 💡Verify door/window rough opening requirements with the actual unit manufacturer—dimensions vary by brand and style.
- 💡Install headers tight to the top plate when possible—this eliminates cripple studs and simplifies framing.
- 💡Double-check jack stud length before cutting—measure from bottom plate to header bottom, not to top plate.
- 💡Use a level to verify jack studs are plumb before installing header—twisted jacks cause doors to stick.
- 💡For 2×6 walls, consider insulated headers (foam between 2×s) to reduce thermal bridging and meet energy codes.
- 💡Mark king stud and jack stud locations on plates before standing walls—this prevents layout errors.
- 💡Keep extra jack stud material on site—it's the most common piece to need for field adjustments.
Frequently Asked Questions
For a 36" (3-foot) door in a load-bearing wall supporting roof only, use a built-up header of (2) 2×6 with 1/2" plywood spacer per IRC R602.7. The rough opening is 38.5" wide. You need 2 king studs and 2 jack studs (one of each per side). Header length = 38.5" + 3" = 41.5" (cut to 42").

