Concrete Footing Size Chart: IRC Code Requirements for Every Project
Updated IRC 2021/2024 footing tables for residential construction
Your concrete footing is the foundation of everything above it. Undersized footings settle, crack walls, and create structural problems that cost thousands to repair. Oversized footings waste concrete and money.
The International Residential Code (IRC) Table R403.1 tells you exactly how wide your footing needs to be based on three factors: how many stories you're supporting, what the walls are made of, and how strong your soil is. These tables are the same ones your building inspector will reference during the footing inspection.
Below you'll find the complete IRC footing size charts updated for the 2021/2024 code cycle, plus deck footing sizing, depth requirements, reinforcement rules, and a project-specific quick reference. Bookmark this page -- you'll come back to it every time you plan a footing.
IRC R403.1 Minimum Footing Width Tables (2021/2024 Code)
IRC Table R403.1(1) specifies the minimum width of concrete footings based on the number of stories the footing supports, the construction type of the building above, and the load-bearing value of the soil underneath. These values assume conventional light-frame residential construction with standard roof and floor loads.
Many older references online still cite the 1995 CABO One and Two Family Dwelling Code. The IRC replaced CABO in 2000, and the current 2021/2024 editions include updated values. The tables below reflect the current code requirements.
Conventional Wood Frame Construction
Standard wood-framed walls with wood or vinyl siding. This is the most common residential construction type and requires the narrowest footings.
| Soil Bearing Capacity (psf) | 1 Story | 2 Stories | 3 Stories |
|---|---|---|---|
| 1,500 | 16" | 21" | 32" |
| 2,000 | 12" | 15" | 23" |
| 2,500 | 10" | 12" | 18" |
| 3,000 | 8" | 10" | 15" |
| 4,000 | 6" | 8" | 12" |
4-Inch Brick Veneer Over Wood Frame
Wood-framed walls with an exterior layer of brick veneer. The added weight of the brick requires wider footings than plain wood frame construction.
| Soil Bearing Capacity (psf) | 1 Story | 2 Stories | 3 Stories |
|---|---|---|---|
| 1,500 | 19" | 28" | 41" |
| 2,000 | 15" | 21" | 31" |
| 2,500 | 12" | 17" | 25" |
| 3,000 | 10" | 14" | 21" |
| 4,000 | 8" | 11" | 16" |
8-Inch Solid or Fully Grouted Masonry
Solid concrete block or fully grouted CMU walls. This is the heaviest common residential construction type and requires the widest footings.
| Soil Bearing Capacity (psf) | 1 Story | 2 Stories | 3 Stories |
|---|---|---|---|
| 1,500 | 29" | 42" | 58" |
| 2,000 | 22" | 32" | 44" |
| 2,500 | 17" | 25" | 35" |
| 3,000 | 15" | 21" | 29" |
| 4,000 | 11" | 16" | 22" |
Important Notes on These Tables:
- - All values are minimum widths in inches. Your local jurisdiction may require wider footings.
- - These assume standard residential live loads (40 psf floor, 30 psf roof).
- - The minimum footing thickness is 6 inches regardless of width.
- - Always check with your local building department -- amendments to the IRC are common.
How to Read the Footing Size Chart
Using the IRC footing tables requires four pieces of information. If you know these four factors, you can look up your minimum footing width in seconds.
1. Number of Stories Supported
Count the number of floors the footing supports, including the floor at footing level. A single-story house with a slab-on-grade counts as one story. A two-story house with a basement counts as three stories at the basement footing level because the footing supports the basement walls plus the two floors above. This is the most commonly misread factor -- count from the footing up, not from the front door up.
2. Construction Type
Identify whether the structure above is conventional wood frame, brick veneer over wood frame, or solid/fully grouted masonry. The heavier the wall material, the wider the footing needs to be. Most residential homes in the U.S. are either wood frame or brick veneer over wood frame.
3. Soil Bearing Capacity
This is measured in pounds per square foot (psf) and represents how much weight the soil can support. A geotechnical report from a soil engineer gives you the exact number. Without a soil test, the IRC defaults to 1,500 psf, which is the lowest presumed value for clay or silt soils. Using 1,500 psf is the conservative approach and will give you the widest (and safest) footing dimension.
4. Frost Line Depth
The frost line doesn't affect the footing width, but it determines how deep you dig. The bottom of your footing must sit below the local frost line to prevent frost heave. We cover this in detail in our frost line depth guide.
Soil Bearing Capacity: IRC R401.4.1 Presumed Values
If you don't have a geotechnical soil report, the IRC provides presumed bearing values in Table R401.4.1 based on soil classification. These are conservative values that most jurisdictions accept for standard residential construction.
| Soil Type | Presumed Bearing Value (psf) |
|---|---|
| Crystalline bedrock | 12,000 |
| Sedimentary rock | 4,000 |
| Sandy gravel / gravel (GW, GP) | 3,000 |
| Sand, silty sand, clayey sand (SW, SP, SM, SC) | 2,000 |
| Clay, sandy clay, silty clay, clayey silt (CL, ML, MH, CH) | 1,500 |
The default rule: If you haven't had a soil test done and you don't know your soil type, use 1,500 psf. This is what most building departments will require without documented soil data. It gives you the largest footing width from the tables above, which is the safest assumption.
Simple Soil Identification Methods
You can get a rough idea of your soil type without a lab test. These field methods won't replace a geotechnical report, but they help you understand what you're working with.
The Grab Test
Take a handful of moist soil from the footing depth and squeeze it in your fist. Open your hand:
- - Falls apart immediately: Sandy soil (likely 2,000 psf or higher)
- - Holds shape but crumbles when poked: Sandy loam or silty sand (around 2,000 psf)
- - Holds shape firmly, feels sticky: Clay (use 1,500 psf)
The Jar Test
Fill a clear jar one-third full with soil from the footing excavation. Fill the rest with water, cap it, and shake vigorously. Let it sit for 24 hours. The soil will settle into visible layers:
- - Bottom layer (settles in minutes): Sand and gravel
- - Middle layer (settles in hours): Silt
- - Top layer (settles overnight): Clay
If the top clay layer is more than half the total, you're dealing with clay soil and should use the 1,500 psf value. If sand and gravel dominate, 2,000-3,000 psf is reasonable.
Deck Footing Sizing (IRC R507.3)
Deck footings are sized differently than continuous wall footings. Instead of using the width tables above, you calculate the required footing area based on the actual load each post carries. IRC Section R507.3 covers the requirements for deck footings specifically.
The Basic Formula
Required Footing Area = Total Structural Load / Soil Bearing Capacity
The total structural load includes the dead load (weight of the deck structure itself) plus the live load (people, furniture, snow) that each footing post supports.
Tributary Area Method: Worked Example
Suppose you're building a 12' x 16' deck with posts at 8-foot spacing along the beam, and the beam is 6 feet from the house ledger. You need to find the footing size for a typical interior post.
Step 1: Find the tributary area.
Each interior post supports half the joist span on one side (6' / 2 = 3') times the beam spacing on each side (8' / 2 + 8' / 2 = 8'). Tributary area = 3' x 8' = 24 sq ft.
Step 2: Calculate the load.
Dead load: 10 psf (typical deck). Live load: 40 psf (IRC requirement). Snow load: varies by location. Total = (10 + 40) x 24 = 1,200 lbs per post (without snow).
Step 3: Determine required footing area.
Assume 1,500 psf soil: 1,200 / 1,500 = 0.80 sq ft = 115 sq in. A 12" diameter round footing = 113 sq in. That's borderline -- go up to a 14" or 16" diameter for a safety margin.
Step 4: Add snow load if applicable.
In snow country with a 40 psf ground snow load, total becomes (10 + 40 + 40) x 24 = 2,160 lbs. Required area = 2,160 / 1,500 = 1.44 sq ft = 207 sq in. You'd need a 17" diameter footing, so use an 18" tube form.
Common Deck Footing Sizes
- - 12" diameter: Light-duty decks, low posts, good soil (2,000+ psf)
- - 14"-16" diameter: Standard residential decks, moderate loads
- - 18" diameter: Standard in most jurisdictions -- the safe default choice
- - 20"-24" diameter: Heavy loads, snow country, poor soil, multi-level decks
Need to calculate concrete volume for your deck footings? Use our concrete footing calculator to get exact cubic yard estimates.
Footing Depth Requirements
The bottom of every footing must extend below the frost line to prevent frost heave. When water in the soil freezes, it expands and pushes the footing upward. This cracks foundations, jams doors, and creates uneven floors. The IBC also requires a minimum depth of 12 inches below undisturbed ground surface regardless of frost line.
Frost Line Depths for Major U.S. Cities
| City | Frost Line Depth |
|---|---|
| Minneapolis, MN | 42" |
| Chicago, IL | 42" |
| Denver, CO | 36" |
| Boston, MA | 48" |
| New York, NY | 36" |
| Richmond, VA | 18" |
| Atlanta, GA | 12" |
| Dallas, TX | 12" |
| Miami, FL | 0" (no frost) |
These are general guidelines. Your local building department sets the official frost depth for your jurisdiction. For a complete lookup by ZIP code, see our frost line depth by ZIP code guide.
Minimum Footing Thickness Rules
IRC Section R403.1.1 sets the minimum thickness (height) of a concrete footing at 6 inches. But there's a second rule that often controls the design: the footing projection on each side of the foundation wall must be at least 2 inches, but cannot exceed the footing thickness.
What This Means in Practice
The "projection" is the distance the footing extends beyond the face of the foundation wall on each side. For example, if you have an 8-inch-wide foundation wall sitting on a 16-inch-wide footing, the projection on each side is (16 - 8) / 2 = 4 inches.
- - Minimum projection: 2 inches on each side of the wall
- - Maximum projection: Cannot exceed the footing thickness
- - Example: A 6"-thick footing can project up to 6" on each side. A 20"-wide footing under an 8" wall projects 6" on each side, so it needs to be at least 6" thick.
- - Wider footings: If the footing projects more than 6" on either side, the footing must be thicker than 6" to match.
For most single-story wood frame homes on decent soil, a 12"-wide by 6"-thick footing under an 8" foundation wall meets all requirements. As you add stories or move to heavier construction types, both the width and thickness requirements increase.
Footing Reinforcement Requirements
The IRC does not require reinforcing steel in plain concrete footings for standard residential construction when the footing is sized per Table R403.1. However, many local jurisdictions add rebar requirements as local amendments, and there are situations where reinforcement is required by the code.
When Rebar Is Required
- - Footings wider than the table values: Engineered footings with rebar may allow narrower widths in some cases
- - Stepped footings on slopes: Longitudinal reinforcement is required at grade changes
- - Seismic Design Categories D0, D1, and D2: IRC R403.1.3.1 requires specific reinforcement
- - Footings spanning over soft spots or utilities: Requires engineering and reinforcement
- - Most local amendments: Many jurisdictions require a minimum of 2 continuous #4 bars regardless of IRC minimums
Common Reinforcement Specifications
- - Longitudinal bars: #4 rebar (1/2" diameter) continuous along the footing length
- - Transverse bars: #4 rebar at 12" on center for footings up to 4 feet wide
- - Cover: Steel positioned 3 inches from the bottom of the footing (use rebar chairs or brick supports)
- - Lap splices: Minimum 24 inches where bars overlap
Concrete Strength Requirements
- - Minimum compressive strength: 2,500 PSI (IRC R402.2)
- - If exposed to weather: 3,000 PSI minimum in moderate weathering regions, 3,500 PSI in severe weathering regions
- - Standard residential mix: Most ready-mix suppliers deliver 3,000 or 3,500 PSI as their default residential footing mix
For rebar layout planning, see our rebar spacing guide.
Project-Specific Footing Size Quick Reference
This table gives you practical starting points for common residential projects. These assume average soil conditions (1,500-2,000 psf) and standard construction. Always verify against the IRC tables above and your local code requirements.
| Project Type | Typical Footing Size | Notes |
|---|---|---|
| House addition (1-story, wood frame) | 16"-22" wide | Must tie into existing foundation; match existing footing depth |
| Deck footings | 12"-18" diameter | Use tributary area method; 18" is the safe default |
| Covered porch | 12"-16" wide or diameter | Depends on roof load and whether it's attached to the house |
| Detached garage | 12"-16" wide | Single-story wood frame; widen for brick veneer or heavy equipment |
| Retaining wall | Width = 2/3 wall height | Requires engineering for walls over 4 feet; needs rebar and key |
| Fence post footings | 10"-12" diameter | Depth = 1/3 total post length; deeper for wind-prone areas |
| Shed or outbuilding | 12" diameter piers | Pier footings at corners and every 6-8 feet; check if permit required |
Once you've determined the footing size, use our guide on calculating yards of concrete to figure out how much material to order.
Frost-Protected Shallow Foundations (IRC R403.3)
Digging below the frost line isn't always practical or cost-effective, especially in northern climates where frost depths reach 48 inches or more. IRC Section R403.3 provides an alternative: frost-protected shallow foundations (FPSF) that use rigid insulation instead of depth to prevent frost heave.
The concept is straightforward. Rigid foam insulation placed along the foundation perimeter traps geothermal heat in the soil beneath the footing. This keeps the soil temperature above freezing even though the footing is only 12-16 inches deep. It's the same principle used throughout Scandinavia, where frost depths exceed 6 feet but shallow foundations are standard practice.
FPSF Requirements
- - Building must be heated: Minimum 64 degrees F maintained in the lowest level
- - Insulation type: Extruded polystyrene (XPS) or expanded polystyrene (EPS) rated for below-grade use
- - Vertical insulation: Applied to the exterior of the foundation wall from the top of the footing to the finished grade
- - Horizontal insulation: Wing insulation extending outward from the foundation at grade level (required in colder climates)
- - Minimum footing depth: 12 inches below finished grade
- - Insulation R-values and wing dimensions: Specified in IRC Table R403.3(1) based on your Air Freezing Index
When FPSF Makes Sense
- - Deep frost lines: Saves significant excavation cost when frost line is 36"+ deep
- - Rocky soil: Avoids expensive rock removal for deep excavations
- - High water table: Keeps the footing above seasonal groundwater
- - Slab-on-grade construction: Particularly cost-effective for monolithic slab foundations
FPSF is not permitted for unheated structures like detached garages or sheds. Those must use conventional frost-depth footings or be designed as unheated FPSF per IRC R403.3.4, which requires significantly more insulation.
Putting It All Together
Sizing a concrete footing comes down to a simple process: identify your construction type, count the stories supported, determine your soil bearing capacity (or default to 1,500 psf), then look up the minimum width in the IRC table. Make sure the bottom of the footing sits below your local frost line, maintain the 6-inch minimum thickness, and check with your local building department for any amendments to the IRC that apply in your jurisdiction.
For deck footings, use the tributary area method to calculate the actual load on each post, then divide by soil capacity to find the required footing area. When in doubt, go bigger -- a slightly oversized footing costs a few extra dollars in concrete but provides a meaningful safety margin.
Remember that these are minimum code requirements. They represent the least you can do and still pass inspection. For critical structures, poor soil conditions, or any situation that feels like a judgment call, hire a structural engineer. A footing design from an engineer costs a few hundred dollars. Fixing a failed foundation costs tens of thousands.