Deck Framing & Installation Verification Checklist PDF

Full QC Checklist+

Verify deck framing inputs, joist/ledger sizing, beam/post sizing, and installation/code compliance.

✓23 Inspection Points

✓4 Verification Categories

✓Deck Framing Inputs+

Joist span and deck length confirmed from actual field measurements or plans, not assumed
Deck confirmed to be ledger-attached (house ledger on one side, beam on posts on the other) — not free-standing
Joist spacing entered matches the actual planned spacing for this deck
Design live load for this deck confirmed (commonly 40 psf minimum for residential decks, more for hot tubs or heavy fixed loads)
Calculation confirmed to represent one deck section (single beam, single ledger run) at a time
Local building code edition and any local amendments confirmed before finalizing

✓Joist & Ledger Sizing+

Joist lumber size verified against a real, currently-adopted deck span table for your actual load — not assumed adequate
Cantilever past the beam confirmed within the commonly-cited limit (cantilever ≤ nominal joist depth) for this joist size
Ledger board fastened with the correct lag screws/through-bolts (never nails alone) into solid house framing, with proper flashing installed
Deck lateral load connection (hold-down/tension devices) confirmed against the adopted code, not just the vertical ledger fasteners
Recommended stock joist length confirmed available from the actual lumber supplier, or an alternative plan made if it exceeds standard stock
Lumber grade/treatment and all hardware confirmed compatible (hot-dip galvanized or stainless steel fasteners/hangers with modern pressure-treated lumber)

✓Beam & Post Sizing+

Beam ply count/size and post spacing verified together against a real, currently-adopted deck beam span table — not assumed adequate
Any beam splice (where beam length exceeds standard stock) confirmed to land directly over a post, not mid-span
Post size (4x4 vs. 6x6) confirmed adequate for this deck's height, tributary load, and local code requirements
Post-to-footing connection confirmed to use a proper post base/standoff hardware, not direct burial or embedment in concrete
Footing depth and size confirmed against local frost line requirements and soil bearing capacity — not just a footing count
Beam-to-post connection (post cap, notched bearing, or bolted connection) confirmed against the adopted code

✓Installation & Code Compliance+

Joist hangers and fasteners at the ledger confirmed rated for treated-lumber contact, matching the manufacturer's specified fastener for each hanger
Decking surface boards, stairs, and guardrails planned and estimated separately from this framing takeoff
Guardrail requirement confirmed for this deck's height above grade, even if not yet planned in detail
Permit and framing inspection requirements confirmed before decking covers the framing
Wide spans, unusual loads, or any flagged combination reviewed by a structural engineer or licensed contractor

Inspection Notes+

Use the latest approved drawings, specifications, and site measurements.

Complete all critical checks before proceeding to the next work stage.

Record deviations and confirm rectification where required.

Inspection Notes

Use the latest approved drawings, specifications, and site measurements.

Complete all critical checks before proceeding to the next work stage.

Record deviations and confirm rectification where required.

Use it after collecting the project inputs and again before approving or closing the relevant work stage.

No. It supports verification but does not replace approved drawings, specifications, codes, manufacturer requirements, or professional inspection.