ORDER LIST — HAND THIS TO THE YARD

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Sticks are already nested to the stock lengths in the LUMBER tab, so a 6x6 at 8' and a 6x6 at 10' are separate lines — the grey line under each item is what those sticks get cut into, and FIND rings that member on the framing plan. Hardware and fasteners are on the HARDWARE tab.

BILL OF MATERIALS — WHERE IT GOES

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Beams here are counted in plies and joists at their cut length — this table explains the order; buy from the ORDER LIST above. Every quantity is derived from the model.

CLEAR TICKS

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One line per section this model actually cuts. Species, grade and treatment come from the lumber stock file (LUMBER in the editor's document picker); STICKS is the cut list's count of boards before nesting. Anything amber is a value the yard still needs to confirm — the LVL grade especially: 2.0E is assumed and the stiffness checks on HDR and INNER-TRACK depend on it.

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Every beam at its worst span (uniform load plus any hung reaction inside that span, simple-span) and every joist field mid-span. RATIO is span over deflection; OF L/360 is how much of the code minimum is used up — 100% is the limit, under 75% clears the L/480 comfort line too. BENDING is stress against the section's allowable Fb from the lumber stock. Green clears both; amber is code-legal but past L/480 or over 90% bending; red fails. Where a joist field cantilevers, the span shown is the BACK-SPAN and the figures are for it: the overhang adds load to the drop beam it crosses (that is in the beam's plf) but its tip deflection is not checked here — keep every overhang inside a quarter of the back-span and the tip follows.

* No repetitive-member bonus is taken. NDS 4.3.9 lets sawn 2x lumber claim 1.15 × Fb when THREE or more members ≤ 4" thick sit ≤ 24" apart and share load through sheathing — joists at 16" o.c. qualify, a 2-ply beam does not (two plies, not three), and LVL never does. So the joist rows above are ~13% conservative; the beam rows are exactly as stated.

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DRAWING UNAVAILABLE

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Open FINDINGS for the reason, or press UNDO above the editor.

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{{ planNote }} — nothing in this drawing is authored. Post squares, beam widths, joist spacing and the dimension chain all come from the model; the chain is simply the sorted unique post coordinates.

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SVG · PRINTABLE 3D · ROTATE

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{{ orthoNote }}. These are not separate drawings — each one is the same list of solid members seen down a different axis, so a member cannot appear in one view and be missing from another.

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Every task here is derived from the model in the order the building goes together — edit the model and the list re-derives. Your check marks and notes are stored per model in this browser, keyed to the task, so they survive a reload and a revision bump. EXPORT writes them to a JSON file; IMPORT merges one back per task, newest write winning, so carrying the file between machines never costs you the newer side. Findings that name a member are quoted on that member's row: the footing INFO for a post is the spec for pouring it. COPY LOG puts the whole thing on the clipboard.

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Findings that name a member also appear on that member's row in BUILD LOG, where you can check it off and record what you did. Click any finding that names a model line to jump the editor there and select it. COPY puts one finding on the clipboard as plain text; COPY ALL takes the whole list. These checks exist because each one caught a real mistake: cross-notched posts, oversized vestigial beams, phase-order breaks, unsupported joists, stair openings under code width.