InterNACHI Deck Inspector flashcards
InterNACHI Deck Inspector · Build recall with a focused review session.
31 cards. Read the term and the definition here. The deck at the top of this page is optional.
- Ledger board
- The horizontal board fastened to the house's band joist or rim that supports the inner ends of the deck joists. It is a primary load path and a common location of water damage and fastener defects.
- Ledger flashing
- Metal or membrane that sheds water over the top of the ledger and behind the siding. Missing or reversed flashing traps water against the rim joist and causes hidden decay.
- Lag screw withdrawal
- A failure mode where fasteners pull out of the band joist under tension. It occurs when a ledger is fastened only with nails, undersized screws, or screws placed too close to the board edge.
- Joist hanger nails
- Hangers require the manufacturer-specified structural nails or screws, fully driven. Deck screws, roofing nails, or partially driven fasteners reduce capacity and are reportable defects.
- Beam bearing on post
- The beam should rest on top of the post or in an approved notch or cap. A beam bolted to the post's side without bearing relies on fasteners in withdrawal and is typically a defect.
- Post footing
- A concrete support extending below frost depth that carries the deck post. Posts set on soil, thin blocks, or untreated wood in contact with ground are common defects.
- Guard height requirement
- Guards are needed at open sides more than 30 inches above grade. Minimum height is usually 36 inches, with 42 inches required in some jurisdictions and for commercial occupancies.
- Four-inch sphere rule
- A 4-inch sphere must not pass through any guard opening, including the triangle formed by a stair tread, riser, and bottom rail, to prevent a child from passing through or becoming entrapped.
- Graspable handrail
- A handrail profile that a hand can grip, typically 1.5 to 2 inches in cross-section, with about 1.5 inches of clearance from the wall. Required on stairs with four or more risers in many codes.
- Stair riser uniformity
- Riser heights and tread depths should be consistent across the flight, commonly within about 3/8 inch. Variations create trip hazards and are a frequent defect on site-built deck stairs.
- Deck board spacing
- Gaps between deck boards allow drainage and reduce cupping. Gaps too tight trap water and promote rot; gaps too wide create trip and heel hazards, especially on stair treads.
- Treated lumber corrosion
- Preservative-treated wood, especially newer copper-based treatments, accelerates corrosion of standard galvanized fasteners. Connectors should be rated for the exposure, such as hot-dip galvanized or stainless steel.
- Decay probing
- Pressing a tool into suspect wood at post bases, ledger ends, joist ends, and stringers reveals soft or hollow wood. Probing is a non-invasive way to identify concealed rot during a visual inspection.
- Joist cantilever limits
- Joists may overhang a beam only within the design limits, commonly about one-quarter of the span. Excessive cantilevers cause deflection and are a structural concern to report.
- Diagonal deck bracing
- Decks elevated on posts may need diagonal bracing or a braced frame to resist lateral movement. Wobble or visible racking when walked on is a reportable condition.
- Stair stringer support
- Stringers must be supported at the top and bottom and sized for the span. Stringers nailed to the deck rim without a bearing connection or hanger are a common defect.
- InterNACHI SOP scope
- The Standards of Practice define a visual, non-invasive inspection of readily accessible components. Structural calculations, soil bearing capacity, and concealed conditions are excluded and should be disclaimed in the report.
- Unsafe deck access
- If a deck appears unsafe, the inspector is not required to walk on it. The report must state the limitation and reason, and the condition should be described as a material safety defect.
- Material defect
- A condition that significantly affects value, safety, or use of the property. Missing ledger fasteners, guard openings over 4 inches, and unsupported stringers are examples reported as material.
- Safety hazard reporting
- Safety hazards are reported as such regardless of the deck's age. Guard openings, missing handrails, and ledger fastening defects fall in this category rather than under maintenance.
- Deferred maintenance
- Items that are worn or cosmetic but not currently unsafe, such as weathered boards or loose decking screws. These are identified as maintenance recommendations, distinct from structural or safety defects.
- Recommendation wording
- Each significant finding should carry a recommendation naming the appropriate professional, such as a licensed deck contractor, structural engineer, or electrician, so the client knows the next step.
- Code citation disclaimer
- The inspector is a generalist and does not certify code compliance. Code references in a report are informational and vary by jurisdiction; the report describes observed conditions against the SOP.
- Report component description
- The report should identify the deck and describe visible materials and components, including framing, decking, guards, stairs, and posts, before listing defects and recommendations.
- Labeled photographs
- Photos should be labeled with location and orientation so the client can find the defect. The written narrative must still describe the finding; a photo alone is insufficient.
- Excluded items list
- Items outside the deck inspection, such as hot tubs, detached stairs, or roofs accessed from the deck, should be explicitly listed as excluded or separately inspected in the report.
- Verbal versus written
- Findings stated during the walkthrough do not replace the written report. Material safety defects should be communicated promptly and documented with the same wording used in the report.
- Limitation statement
- A required statement describing what was not inspected and why, such as snow cover, stored items, or refused access. It protects both client and inspector and must accompany the findings.
- Client agreement
- The signed contract defines the scope, fees, and limitations before the inspection. Deck-specific exclusions should appear in both the agreement and the final report for consistency.
- Electrical on decks
- Receptacles, lighting, and hot tub circuits on a deck are electrical components. The inspector observes them for obvious defects and recommends an electrician for further evaluation rather than testing them.
- Structural engineer referral
- Referral is appropriate when the inspector observes movement, excessive deflection, or an unconventional connection that cannot be evaluated visually. The engineer performs the load and connection analysis outside the SOP.