Where does the joist span data come from?
CrewMeasure uses the official AWC DCA 6 Table 2 dataset added to the repo with source metadata and validation tests.
Estimate deck area, joist span limits, pier concrete, decking board quantities, and baluster spacing.
You'll need — decking boards and — footings for this — sq ft deck.
Length, width, and the joist span you're aiming for.
Species, joist size, and spacing feed the verified span-table lookup. Auto mode recommends a size for you.
Loads stay editable and visible, even when the verified lookup table only covers standard assumptions.
How this deck meets the ground, and the posts it stands on. The choice changes the concrete in each hole, the length of post you buy, and whether there is a gravel bed to order.
Board count uses deck area divided by board coverage area with waste applied before purchase rounding.
Optional — enter a railing run and baluster width to solve the gap so it never exceeds the max opening (4 in default, the standard IRC guardrail rule).
You'll need — decking boards and — footings for this — sq ft deck.
You'll need
Included: decking boards, waste allowance.
Not included: labor, permits, engineering review or stamped plans, fasteners and connectors unless explicitly itemized above.
On-centre run with a joist at each end -- the same fencepost count framing.ts uses for studs.
The crossing count is geometry: it comes from the board's own length, because a board shorter than the deck does not reach every joist. The two screws per crossing are not -- that is the ordinary face-screwed pattern, estimated, and NOT read from a fastening schedule. A hidden-fastener or clip system counts differently and is not modelled here.
boardArea is the board's bare face -- the gap between boards is not modelled, so a gapped deck counts roughly 2% more boards than it lays (a 1/8 in gap on a 5.5 in board).
Solves the gap so it never exceeds the 4 in guardrail opening of IRC R312.1.3 (no opening passes a 4 in sphere), evenly distributed across the full run. The section's stair-triangle and open-stair-side exceptions are not modelled here.
The band closes the joist ENDS, and the joists are spaced along the deck's length, so the band runs the length. A ledger deck bands the outer end only -- the house side is the ledger. The two side members are the outermost joists and are already inside the joist count, so they are not banded again.
Use verified AWC DCA 6 Table 2 span lookups for supported joist combinations, expose your actual loads, and reuse Sprint 1 concrete logic for pier estimates.
CrewMeasure uses the official AWC DCA 6 Table 2 dataset added to the repo with source metadata and validation tests.
The verified table only covers 40 PSF live load and 10 PSF dead load for listed species, sizes, and spacings, so unsupported combinations show a clear no-data note instead of guessing.
Yes. Deck piers call the same round-pier concrete logic used by the standalone concrete calculator.
Board length switches to a picklist of standard factory-cut lengths (12/16/20 ft), and a warning appears if your joist spacing exceeds common manufacturer caps for the selected layout — 16 in o.c. for straight, 12 in o.c. for 45° diagonal. These are manufacturer guidelines, not a code table, so always verify against your product's installation instructions.
Enter your railing run and baluster width and CrewMeasure solves the gap so it never exceeds the max opening (4 in by default, the standard IRC guardrail-opening rule), evenly distributed across the full run rather than leaving a mismatched leftover gap at one end.
This is a material estimate and general span-reference tool only. Final joist sizing, footing design, connections, loads, and code compliance must be verified locally.