Helical piers for decks cost $350 to $700 each. See a 12x16 deck layout, pile spacing, frost depth, 4x4 vs 6x6 brackets, permits and sonotube costs.

Helical piers for decks cost about $350 to $700 per pile installed, and a deck needs one pile under every post. A typical 12x16 deck attached to a house sits on three piles (roughly $1,050 to $2,100), while the same deck built freestanding needs six. Each pile is screwed below the frost line to a measured torque and capped with a post bracket, so framing can start the same day with no holes, concrete or cure time.
Deck piles are the cheapest helical work: the installer screws them into open ground and caps them with a bracket. Published prices land in a fairly tight band, and they are well below the foundation repair figures in our helical pier cost guide.
| Deck footing option | Typical installed cost per footing | Source |
|---|---|---|
| Helical pile for a deck, porch or accessory structure | $350 to $700 | Helical Anchors, Inc. |
| Standard screw pile with bracket and engineering report | About $250 average | Rise |
| Poured concrete deck footing | $200 to $400 (about $300 average) | Inch Calculator |
| Concrete footing, materials only | $50 to $100 for concrete, plus $100 to $300 labor | Inch Calculator |
Using the layout explained in the next section, a 12x16 deck attached to the house needs three piles under one outer beam. At $350 to $700 per pile, that is about $1,050 to $2,100 for the foundation. The same deck built freestanding adds a second beam and three more piles, so six piles run about $2,100 to $4,200. For comparison, three concrete footings at $200 to $400 each come to $600 to $1,200, and six come to $1,200 to $2,400.
Concrete wins on paper in easy soil. The gap closes when holes are hard to dig: Inch Calculator lists $50 to $200 per hole when bedrock or boulders need a truck-mounted drill, and upwards of $500 per hole when it has to be broken out with a jackhammer. Extra pile length in soft soil, hot tub or roof loads, tight access, and engineering fees push helical quotes up.
A deck needs one helical pile under each post, so the real question is how many posts the beams require. In the 2021 IRC, beam spans come from Tables R507.5(1) to R507.5(4) and post heights from Table R507.4 (see this 2021 IRC deck code handout). A deeper or multi-ply beam spans farther, which means fewer posts and fewer piles.

Picture a deck that runs 16 feet along the house and projects 12 feet into the yard:
Does a 7-foot beam span pass code? The 2021 tables use an "effective" joist span, which is the actual span multiplied by 0.66 when the joists do not cantilever, so 12 feet becomes about 8 feet. In the 60 psf table reproduced in the Washington State edition, a 2-2x10 Douglas fir, hem-fir or spruce-pine-fir beam can span 7 feet 4 inches at an 8-foot effective joist span, which covers the 7-foot spans here. Beam overhangs are capped at one quarter of the adjacent span, or 1.75 feet in this case, so the 1-foot overhang also works. Local loads and lumber species can change the answer, so confirm it with your building department.
Each pile carries its share of the deck. The middle post supports about 42 square feet (7 feet of beam times half of the 12-foot joist span), and each end post supports about 27 square feet. Those areas are what an installer uses to pick a pile size and target torque.
A freestanding deck replaces the ledger with a second beam near the house, so the 12x16 example needs six piles instead of three. People choose this when the wall cannot take a ledger. Under IRC R507.9.1.1, a ledger must be at least a 2x8, cannot carry concentrated loads from beams or girders, and cannot be supported on stone or masonry veneer. Section R507.8 adds that where a positive connection to the house cannot be verified at inspection, the deck must be self-supporting.
Spacing between piles almost never limits a deck. The CHANCE evaluation report ICC-ES ESR-2794 sets the minimum center-to-center spacing at four times the largest helix diameter. With an 8-inch helix, that is 32 inches, far less than the 7-foot post spacing above. Our guide to how far apart helical piers need to be covers heavier structures where spacing does matter.
A deck pile is installed until two conditions are met: the helix is below the frost line, and the pile has reached the torque that proves its capacity. Hubbell's CHANCE engineers recommend placing the helix below the maximum depth of frost penetration plus at least one helix diameter (Hubbell). Frost depth is set locally. Minnesota, for example, requires footings at 3.5 feet in its southern zone and 5 feet in its northern zone (Minnesota Rule 1303.1600). In the southern zone, an 8-inch helix would sit at least 50 inches deep (42 inches plus 8).
The code baseline is simpler than many people expect. The 2021 IRC requires deck footings at least 12 inches below undisturbed ground (R507.3.2) and requires frost protection when the deck is attached to a frost-protected house (R507.3.3). Many jurisdictions apply frost depth to every deck anyway, and piles often go deeper than frost alone. ESR-2794 asks for the top helix of a tension-loaded pile to sit at least 12 helix diameters down (8 feet for an 8-inch helix) unless an engineer approves less, and where no soil report exists it applies a 2.5 safety factor to the torque-to-capacity calculation. Our guides on how deep helical piles go and how much weight a helical pile can hold explain the math.
Yes. Helical piles can be installed in most frozen ground without waiting for a thaw (Conte Company). When the surface is frozen hard, crews may advance a heavier pile first or take extra steps to get through the frost layer, which adds a little cost. Because there is no concrete to protect from freezing or wait on, framing can start right after the piles are in.
The pile itself does not care about post size. The bracket on top does. Manufacturers such as GoliathTech offer U brackets in different sizes to match the post, fastened with through bolts, and flat plates for small or lightly loaded decks (GoliathTech). U brackets are the stronger choice where lateral loads are higher, and adjustable heads let the installer level posts on sloped ground.
Code drives the choice between 4x4 and 6x6. In the 60 psf version of IRC Table R507.4, a 4x4 Douglas fir, hem-fir or SPF post can be 10 feet 10 inches tall when it supports 40 square feet of deck, but only 7 feet at 80 square feet, and it is not permitted at 140 square feet. A 6x6 reaches the 14-foot table limit up to 100 square feet. Beam width matters too: where a multi-span beam sits on a post, every ply needs full bearing (R507.5.1), and a three-ply beam is wider than a 4x4. For the 12x16 example, a 4x4 can work under a low deck with a two-ply beam, but 6x6 posts on 6x6 brackets leave more room for height and heavier loads.
Sonotubes are cardboard forms for pouring round concrete footings. Both systems meet code, but they differ in practice:
| Factor | Helical piles | Sonotube concrete footings |
|---|---|---|
| Cost per footing | $350 to $700 installed | $200 to $400 installed |
| Excavation | None, no spoil to haul | A hole per post, from $20 to over $500 to dig depending on soil |
| Ready to frame | Same day | After the concrete cures |
| Capacity check | Torque recorded on every pile | Assumed from soil and footing size |
| Frost heave | Helix anchors below the frost zone | Depends on depth, shape and backfill |
| Winter work | Installs in most frozen ground | Fresh concrete must be kept from freezing |
Dig costs come from Inch Calculator. Helical piles tend to win on wet or soft ground, in frost-prone regions, in rocky soil, in tight backyards, and on tight schedules. Sonotubes make sense on firm, dry, easy-digging soil where the owner has time. Our comparison of helical piles vs concrete goes further.
Most decks need a permit whatever the footing. Under IRC R105.2, a deck is exempt only when it is 200 square feet or less, no more than 30 inches above grade at any point, not attached to a dwelling, and not serving the required exit door (2021 IRC R105.2). A low freestanding 12x16 deck (192 square feet) can qualify. The attached version cannot. Local amendments may be stricter.
For the footings, IRC R507.3 says decks must sit on "concrete footings or other approved structural systems." Helical piles use the second path, and building departments usually want one of these:
Expect the inspector to ask for the installer's torque log. Our guide to helical pile permits and building codes covers what reviewers check.
As for doing it yourself: retail ground screws exist, but code-evaluated deck piles are a different product. ESR-2794 requires CHANCE systems to be installed by Hubbell-trained and certified crews using hydraulic drive equipment that can measure torque within 10 percent. The common split is to hire a pro for the piles, then frame and finish the deck yourself. See DIY helical piles for what homeowners can and cannot install.
Ask each installer for the pile model and its evaluation report number, the target torque and minimum depth, whether the permit drawings and engineer's letter are included, and whether you get a torque log for every pile. Compare deck-focused brands such as Techno Metal Post, GoliathTech and Postech, then find a helical pile installer in your state or province. Our checklist on how to hire a helical pile contractor helps you compare quotes.
Usually three if it is attached to the house with a ledger, and six if it is freestanding. The exact count depends on the beam size and the spans allowed by IRC Table R507.5.
About $350 to $700 per pile installed according to Helical Anchors, Inc., so a three-pile deck foundation runs roughly $1,050 to $2,100. Deep soft soil, heavy loads and tight access raise the price.
Yes. Manufacturers make U brackets and adjustable heads sized for 6x6 posts, and 6x6 posts are allowed to be taller and carry more deck area than 4x4 posts under IRC Table R507.4.
They cost more per footing but need no digging or cure time, verify capacity by torque, and resist frost heave well. On easy, dry soil, sonotubes are usually cheaper.
The 2021 IRC requires frost protection when the deck is attached to a frost-protected house, and many local codes require it for every deck. Placing the helix below frost depth plus one helix diameter is the standard practice.
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