Deck Beam Bearing on Posts — IRC 2018

What IRC 2018 § R507.6 requires

IRC 2018 R507.6 requires deck beams to bear on posts with either a minimum 1.5-inch bearing on a notched post, or an approved structural post cap connector. The beam-to-post connection must also resist a code-specified lateral and uplift load. Post caps from listed manufacturers (Simpson, USP) are the most common code-compliant connection method. Notched posts may only be cut to a maximum of half the post thickness.

Section R507.6 of the IRC 2018 covers beam-to-post connections for decks. The code allows two primary methods for connecting the deck beam to the top of a post:

Method 1 — Notched post: The post may be notched at the top to provide a bearing surface for the beam. The notch depth cannot exceed one-half the post width (for a 4×4 post with 3.5-inch actual width, the maximum notch is 1.75 inches). The beam must bear at least 1.5 inches on the notch seat. The connection must also include a structural tie — typically two ½-inch through-bolts or equivalent — to resist uplift and lateral forces. The notched post has reduced section area at the notch, which limits the load it can carry and is why larger notches are prohibited.

Method 2 — Post cap connector: An approved structural post cap (such as Simpson BC, PCZ, or equivalent from a listed manufacturer) transfers the beam load from the beam to the post without notching. Post caps provide both gravity bearing and positive connection for uplift and lateral forces. The post cap must be the correct size for both the post and the beam, and must be fully nailed with the specified hanger nails per the manufacturer's instructions and ICC-ES evaluation report.

Both methods must provide a connection that resists the applicable gravity, uplift, and lateral design loads. In high-wind or seismic areas, the required connection force may exceed what a simple notch-and-bolt can provide, making post caps the necessary choice.

R507.6 also requires that posts in contact with or bearing on concrete piers or footings be attached with an approved post base — not set directly in or on concrete without positive connection. The post base provides uplift and lateral resistance at the bottom of the post.

Why This Rule Exists

Deck failures most commonly occur at connection points — the ledger-to-house connection, the beam-to-post connection, and the post-to-footing connection are the three most critical junctions. A beam that simply rests on top of a post with no positive connection can tip off the post when loaded from an angle — a condition that occurs whenever crowd loading shifts laterally across a deck, or when wind blows against the deck fascia. Prescriptive connection requirements in R507.6 ensure that beam-to-post connections can resist not just vertical gravity loads but also the lateral and uplift forces that real-world deck loading and weather events generate.

What the Inspector Checks at Rough and Final

At the deck framing inspection, the inspector examines:

• Connection method — notched post or post cap — consistent with the approved plans.
• Notch depth — if a notched post is used, the notch must not exceed half the post width.
• Beam bearing — minimum 1.5 inches on the notch seat.
• Through-bolts or hardware at the notched connection — code-required tie connecting the beam to the post above the notch.
• Post cap — correct manufacturer and size, fully nailed with specified nails, not common nails.
• Post base — approved post base at each post-to-footing connection, nailed per manufacturer instructions.
• Post size — must comply with Table R507.4 for the height and tributary area it serves.

What Contractors Need to Know

Never allow a beam to simply rest on an unnotched, unbonded post with only gravity to keep it in place. Even a small lateral load — someone pushing against a deck railing, for example — can displace an unconnected beam-to-post junction. Always use either a proper notched-and-bolted connection or an approved post cap.

For notched posts, the two through-bolts through the beam and post are critical. Use ½-inch hot-dipped galvanized carriage bolts or structural bolts with washers and nuts. Toenails are not a substitute. The bolt holes should be drilled square through both members to ensure full bolt bearing without binding.

Post caps must be the right size — a 4×6 cap on a 4×4 post will not provide the bearing contact needed. Match the cap model to both the post section and the beam section. Undersized post caps can pull through the beam or post under uplift.

Post-to-beam connections must resist both vertical loads and the lateral racking forces from wind and seismic loading. Code-compliant post caps from a recognized manufacturer provide both the required bearing area and lateral resistance. Verify that the post cap selected is rated for the specific loads involved. Caps are available in multiple load ratings, and using an undersized cap in a two-story deck or a high-wind location can result in connection failure. Post cap load ratings are published in the manufacturer technical catalog and in their ICC-ES evaluation report.

Post notching is limited to no more than one-half the post width per R507.4.1. A notch deeper than this weakens the post cross-section below the minimum needed to carry the compressive load. If the beam depth requires a deeper notch, the post must be upsized so that the remaining depth after the notch meets the minimum required cross-section. Field notching should be done with a saw rather than a chisel to avoid splitting the grain of the post below the notch, which further reduces the effective bearing area at the critical load transfer point.

Post-to-beam connections must resist both vertical loads and the lateral racking forces from wind and seismic loading. Code-compliant post caps from a recognized manufacturer provide both the required bearing area and lateral resistance. Verify that the post cap selected is rated for the specific loads involved. Caps are available in multiple load ratings, and using an undersized cap in a two-story deck or a high-wind location can result in connection failure. Post cap load ratings are published in the manufacturer technical catalog and in their ICC-ES evaluation report.

Post notching is limited to no more than one-half the post width per R507.4.1. A notch deeper than this weakens the post cross-section below the minimum needed to carry the compressive load. If the beam depth requires a deeper notch, the post must be upsized so that the remaining depth after the notch meets the minimum required cross-section. Field notching should be done with a saw rather than a chisel to avoid splitting the grain of the post below the notch, which further reduces the effective bearing area at the critical load transfer point.

Post-to-beam connections must resist both vertical loads and the lateral racking forces from wind and seismic loading. Code-compliant post caps from a recognized manufacturer provide both the required bearing area and lateral resistance. Verify that the post cap selected is rated for the specific loads involved. Caps are available in multiple load ratings, and using an undersized cap in a two-story deck or a high-wind location can result in connection failure. Post cap load ratings are published in the manufacturer technical catalog and in their ICC-ES evaluation report.

Post notching is limited to no more than one-half the post width per R507.4.1. A notch deeper than this weakens the post cross-section below the minimum needed to carry the compressive load. If the beam depth requires a deeper notch, the post must be upsized so that the remaining depth after the notch meets the minimum required cross-section. Field notching should be done with a saw rather than a chisel to avoid splitting the grain of the post below the notch, which further reduces the effective bearing area at the critical load transfer point.

What Homeowners Get Wrong

Homeowners who build their own decks frequently set beams on top of posts without any positive connection — no notch, no hardware, just gravity. This is one of the most dangerous deck construction errors. Under lateral load from deck gatherings or wind, the beam can slide off the post with no warning. Never build a deck beam-to-post connection without either proper notching-and-bolting or approved post cap hardware.

Another common mistake is using standard galvanized hardware with ACQ pressure-treated lumber. Deck post caps and beam hardware must be G185 hot-dipped galvanized or stainless steel to resist the corrosive chemistry of copper-based preservatives.

Deck posts must be positively anchored at the top and bottom to prevent uplift. Wind loads on an elevated deck can create net uplift forces that lift the post off its base if the only connection is the weight of the post bearing on the footing. The post base hardware must provide both downward bearing and upward tension resistance. Verify that the post base selected has a rated uplift capacity consistent with the design wind speed for the location, not just a rated compressive load capacity.

State and Local Amendments

IRC 2018 R507.6 deck connection requirements are adopted across TX, GA, VA, NC, SC, TN, AL, MS, KY, and MO. High-wind coastal areas in the Carolinas, Gulf Coast Texas, and Virginia coastal zones require engineered deck designs for wind uplift that often exceed the prescriptive R507.6 requirements. A structural engineer must design and seal the beam-to-post connection details for these areas, and special inspection may be required.

IRC 2021 added more explicit connection force values and prescriptive connection tables to the deck chapter, reducing ambiguity about required fastener patterns at beam-to-post connections. Under IRC 2018, the connection must resist the calculated loads but the prescriptive force values were less clearly stated. Contractors in 2018 jurisdictions should consult the American Wood Council's Prescriptive Residential Wood Deck Construction Guide (DCA6) as a supplemental reference for beam-to-post connection design.

When to Hire a Licensed Contractor

Deck beam-to-post connections are structural connections that directly affect the safety of everyone who uses the deck. A licensed general contractor or deck contractor with experience in IRC 2018 deck code provisions should install all structural deck connections. For decks in high-wind zones or near the coast, a licensed structural engineer should design and specify all beam-to-post and post-to-footing connections. Do not rely on prescriptive provisions in coastal or seismic areas without confirming that the prescriptive path applies.

Common Violations Found at Inspection

• Beam resting on post with no positive connection — no notch, no post cap, no bolts.
• Notch in post exceeds half the post width — significantly reduces post section and load capacity.
• Notched connection without through-bolts — beam can pull off the notch under lateral or uplift loads.
• Post cap wrong size — undersized for the post or beam dimension.
• Post cap nailed with common nails instead of specified hanger nails — reduces capacity and may violate manufacturer installation requirements.
• No post base at post-to-footing connection — post set directly in concrete or on bare concrete without positive tie.
• Standard galvanized hardware (G60 or G90) used with ACQ treated lumber — will corrode rapidly in wet exterior exposure.

Notched posts and solid posts at the same beam bearing location must both be checked for the combined compression and moment load condition. A notched post carries the beam in bearing at the notch but also must carry any moment from the beam reaction being offset from the post centerline. Verify with the prescriptive table or engineer that the post section below the notch satisfies both the compressive and bending stress conditions.