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Building
40×64
8 bays · 2,560 sf
Columns
26
3.4 cy concrete
Lumber
5,276 bf
17 trusses @ 4′
Metal
5,744 sf
2,922 roof · 2,822 wall
Budgetary range
$58,800 – $98,300USD
$23–$38 / sf
Building kit$22,100 – $34,400
Doors & windows$9,100 – $15,000
Foundation$2,100 – $3,700
Erection labor$25,400 – $45,300
Budget only, not a quote. Planning rates, Oct 2026: regional material and labor factors and fixed exchange rates. Excludes land, site work, permits, engineering, utility connections, interior finishes and taxes.
Material takeoff
Counted from the framed model
| Category | Item | Qty | Unit | Board ft | Notes |
|---|---|---|---|---|---|
| Columns | 3-ply 2×6 laminated column, 18′ (treated base) | 26 | pcs | 1,404 | 4′ embedment |
| Foundation | Post hole 24″ Ø × 4½′, poured pad + collar | 26 | holes | 3.4 cy concrete | |
| Wall framing | Splash plank — 2×8 treated | 16 | boards | 315 | 3×8′, 2×12′, 8×16′, 3×20′ |
| Girt — 2×6 #2 SPF | 94 | boards | 1,364 | 16×8′, 9×10′, 4×12′, 7×14′, 40×16′, 18×20′ | |
| Door/window jamb — 2×6 #2 SPF | 11 | boards | 88 | 11×8′ | |
| Header — 2×6 #2 SPF | 5 | boards | 40 | 5×8′ | |
| Header — 2×12 #2 SPF | 5 | boards | 140 | 5×14′ | |
| Structure | Truss carrier — 2×12 #2 SPF | 18 | boards | 576 | 18×16′ |
| Knee brace — 2×6 #2 SPF | 30 | boards | 240 | 30×8′ | |
| Roof framing | Purlin — 2×4 #2 SPF | 119 | boards | 1,109 | 24×8′, 24×14′, 71×16′ |
| Wood truss, 40′ span, 4/12, 1′ heel overhang | 15 | pcs | 4′ o.c. on doubled 2×12 carriers | ||
| Gable end truss, 40′ span, 4/12 | 2 | pcs | verticals at 24″ o.c. for endwall girts | ||
| Metal | 29 ga ribbed roof panel, 3′ coverage | 48 | pcs | cut 22′-3⅝″ · 2,922 sf | |
| 29 ga ribbed wall panel, sidewalls | 48 | pcs | cut 11′-1″ | ||
| 29 ga ribbed wall panel, endwalls (cut to rake) | 30 | pcs | 397 LF total | ||
| Wainscot panel, 3′ (contrast color) | 78 | pcs | with wainscot trim | ||
| Trim | Ridge cap, 10′6″ sticks | 8 | pcs | 66 LF | |
| Eave trim, 10′6″ sticks | 15 | pcs | 132 LF | ||
| Rake trim, 10′6″ sticks | 10 | pcs | 89 LF | ||
| Outside corner trim, 10′6″ sticks | 6 | pcs | 56 LF | ||
| Base trim, 10′6″ sticks | 23 | pcs | 208 LF | ||
| Door & window trim (J-channel), 10′6″ sticks | 16 | pcs | 145 LF | ||
| Wainscot transition trim, 10′6″ sticks | 23 | pcs | 208 LF | ||
| Openings | Overhead door 12′ × 12′, insulated steel | 2 | pcs | front endwall, with track & opener prep | |
| 3070 steel walk door, pre-hung | 1 | pcs | south sidewall | ||
| 4030 vinyl slider window | 4 | pcs | sidewalls, framed between posts | ||
| Fasteners | #10 × 1½″ wood-binder screw, color-matched | 4,314 | pcs | roof 80 / wall 60 per 100 sf | |
| 20d ring-shank nail (girts, purlins) | 1,450 | pcs | two per girt/purlin crossing | ||
| ½″ × 8″ carriage bolt, carriers & headers | 44 | pcs | two per post per carrier | ||
| Truss tie-down clip | 34 | pcs | both heels |
First-cut framing and takeoff from common post-frame practice: column sizes, embedment, truss design and bracing must be confirmed by a licensed engineer and the truss supplier for your wind and snow loads.