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Guides · Correction letters

Do I need an engineer for this permit correction?

Some correction comments are answered by citing a table in the code. Others require a licensed design professional's calculation and seal. The comment wording usually tells you which one you are looking at.

A correction comment does not say "hire an engineer" in plain language very often. It says things like "provide engineering for this condition" or "revise per table R602.7(1)," and the difference between those two instructions is the difference between a half-hour fix and a phone call to a structural engineer. Here is how to tell which kind of comment you are looking at.

What the applicant or designer can typically answer

The IRC's prescriptive provisions exist precisely so that ordinary residential construction does not need an engineer for every beam, wall, and footing. When a comment falls inside these tables, it is usually answerable by citing the table and the matching dimension, span, or spacing on the revised drawings. Common examples:

  • Header and beam sizes within the span tables. R602.7 contains prescriptive header tables for common spans and loading conditions. If the header in question falls inside the table's limits, the correction is answered by showing the size that matches the table, not by a calculation.
  • Wall bracing amounts. R602.10 sets out prescriptive bracing methods and the minimum amount of bracing required per wall line based on the bracing method, wind speed, and seismic category. A bracing comment inside these parameters is answered by adjusting the bracing panel layout to match the required amount.
  • Footing dimensions. R403 gives prescriptive footing width and thickness based on soil bearing capacity and the load being carried. Standard footings under typical residential loads are usually a table lookup, not a calculation.
  • Stair and guard geometry. R311 covers stair rise, run, headroom, and handrail height; R312 covers guard height and the maximum opening size in guard infill. These are dimensional requirements. A comment citing either section is almost always answered by adjusting a dimension on the drawing to match the code minimum or maximum.
  • Energy code documentation. A missing REScheck, missing envelope detail, or missing equipment sizing documentation is a documentation gap, not an engineering question, and is answered by providing the missing report or detail.

What typically requires a licensed design professional

Several categories of correction routinely fall outside what the applicant or a non-licensed designer can answer directly:

  • Anything outside the prescriptive limits. A header span longer than the table allows, a bracing condition the prescriptive method does not cover, or a footing bearing on soil weaker than the table assumes all fall outside R602.7, R602.10, and R403 by definition, and need an engineered solution instead of a table lookup.
  • Engineered lumber beyond the manufacturer's published tables. Engineered wood products (LVL, glulam, I-joists) come with manufacturer span tables that function like a prescriptive table within their limits. Once a condition falls outside those published tables, it needs an engineer's calculation, not an extrapolation from the table.
  • Retaining walls over the code's height threshold. Short retaining walls are sometimes exempt from permit or engineering requirements; once a wall exceeds that height, most jurisdictions require an engineered design.
  • Unusual loads or soils. Point loads, heavy equipment, expansive or poor soils, and anything the geotechnical conditions complicate are outside prescriptive assumptions and typically draw a request for engineering.
  • Lateral design in high-seismic or high-wind areas. Prescriptive bracing tables assume conditions within a defined range of seismic design category and wind speed. Projects outside that range need an engineered lateral system.
  • Truss design. Roof and floor trusses are designed by the truss manufacturer's engineer, not the plan's designer. R802.10 requires truss design drawings prepared in accordance with the applicable truss design standard, sealed where required, and submitted as part of the truss package. A comment asking for truss calculations is answered by the truss supplier, not by the plan set's author.

How to tell from the comment wording

A few words in a correction comment are a reliable signal that the reviewer is asking for a licensed professional's work rather than a revised drawing note: "provide engineering," "stamped," "sealed," and "design professional" all point the same direction. If a comment uses one of these terms, assume it needs a structural engineer, architect, or in energy and mechanical matters an HVAC designer, and plan the schedule around getting that person's input before revising the sheet.

Comments that instead say "revise to show," "clarify," or cite a specific table section number are more often inside the prescriptive path and answerable directly, though it is worth reading the cited section before assuming so.

Who actually decides

The building official has the authority to make this call. IRC R104.1 gives the building official the authority to enforce the code's provisions, and that includes deciding whether a given condition is within the prescriptive path or needs an engineered solution. A reviewer can require engineering even on a condition that looks borderline, and that decision is the building official's to make for the permit in front of them.

Separately, state licensing law, not the IRC, governs who may legally stamp engineering or architectural work. Only a professional licensed in that state for that scope of work may seal a structural calculation or detail. The threshold for when a stamp is required, and which professional's stamp is accepted for which scope, varies by state and sometimes by jurisdiction within a state, so the same correction comment can land differently in two different counties.

If you have a correction letter and are not sure which comments are a table lookup and which ones need a professional, Tier 1 plan review answers that directly: we tell you which comments need a professional and which do not, against your actual drawings, for $149.

Sources


Travis Smith, ICC-Certified Residential Plans Examiner
The Plans Examiner, Spokane, WA. Residential plan review and permit documents for all 50 states.