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๐Ÿชต Board Feet Calculator
Std: 8, 10, 12, 14, 16, 20 ft
Board Feet Formula
BF = (Nominal Thickness ร— Nominal Width ร— Length) รท 12 โ€” uses nominal dimensions, not actual. 2ร—6ร—12 โ†’ (2ร—6ร—12)รท12 = 12 BF
๐Ÿ“‹ Lumber List Builder

Build a complete lumber takeoff. Add rows, then click Calculate.

Nominal vs Actual Lumber Dimensions

Nominal SizeActual (Dry)Common UsesBF per 8' piece
1ร—23/4" ร— 1-1/2"Furring, nailers, trim1.33
1ร—43/4" ร— 3-1/2"Trim, shelving, casework2.67
1ร—63/4" ร— 5-1/2"Sheathing, shelving, siding4.00
1ร—83/4" ร— 7-1/4"Fascia, shelving, paneling5.33
1ร—103/4" ร— 9-1/4"Shelving, stair risers6.67
1ร—123/4" ร— 11-1/4"Shelving, stair treads8.00
2ร—41-1/2" ร— 3-1/2"Wall studs, blocking, nailers5.33
2ร—61-1/2" ร— 5-1/2"Exterior walls, floor joists, rafters8.00
2ร—81-1/2" ร— 7-1/4"Floor joists, rafters, headers10.67
2ร—101-1/2" ร— 9-1/4"Floor joists, stair stringers13.33
2ร—121-1/2" ร— 11-1/4"Stair stringers, beams16.00
4ร—43-1/2" ร— 3-1/2"Deck posts, fence posts10.67
4ร—63-1/2" ร— 5-1/2"Beams, headers, posts16.00
6ร—65-1/2" ร— 5-1/2"Structural posts, heavy timber24.00

Floor Joist Span Table โ€” Douglas Fir-Larch #2 @ 16" O.C.

โš  Values below are reference spans for Douglas Fir-Larch #2 at 16" OC with L/360 deflection limit (live load) and 40 psf live + 10 psf dead. Always verify with the current IRC span tables or a structural engineer for your specific species, grade, and loading.
Joist SizeSpacing 12" OCSpacing 16" OCSpacing 19.2" OCSpacing 24" OC
2ร—610'-9"9'-9"9'-3"8'-6"
2ร—814'-2"12'-10"12'-3"11'-3"
2ร—1018'-0"16'-5"15'-7"14'-4"
2ร—1221'-9"19'-10"18'-10"17'-4"

Rafter Span Table โ€” Douglas Fir-Larch #2 @ 16" O.C. (20 psf snow)

Rafter SizeSpacing 12" OCSpacing 16" OCSpacing 24" OC
2ร—614'-5"13'-1"11'-5"
2ร—819'-0"17'-3"15'-1"
2ร—1024'-4"22'-1"19'-3"
2ร—1229'-5"26'-9"23'-4"

Stud Spacing & Wall Height Guide

Stud SizeTypical SpacingMax Wall HeightNotes
2ร—416" OC10'-0"Standard interior, non-bearing exterior in mild climate
2ร—424" OC8'-0"Non-bearing partition walls only
2ร—616" OC14'-0"Exterior walls (energy code), tall walls
2ร—624" OC10'-0"Advanced framing / OVE (Optimum Value Engineering)
Stud Count Formula: (Wall Length รท Stud Spacing) + 1, then add 3 for each corner, 2 for each T-intersection, and 2 for each window or door rough opening. Add 10โ€“15% waste.