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Building
60×100
4 bays · 6,000 sf
Frames
3
clear span
Steel
11.0 t
3.65 lb/sf
Sheeting
11,466 sf
6,021 roof · 5,445 wall
Budgetary range
$165,000 – $255,000USD
$27–$43 / sf
Building kit$65,300 – $98,600
Doors & windows$13,400 – $21,800
Foundation$44,600 – $64,600
Erection labor$41,500 – $70,300
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 | LF | lb | Notes |
|---|---|---|---|---|---|---|
| Primary framing | Rigid frame, clear span 60′, 11″–31″–16″ tapered | 3 | frames | 265 | 9,224 | ≈3,075 lb each · 6″ × 0.5″ flanges |
| Endwall framing | Endwall column — 8″ C 12 ga | 6 | pcs | 103 | 613 | cut to length, longest 18′-2″ |
| Endwall rafter — 10″ C 12 ga | 4 | pcs | 118 | 787 | cut to length, longest 29′-5¼″ | |
| Framed openings | Jamb — 8″ C 12 ga | 4 | pcs | 71 | 424 | cut to length, longest 18′-4 3/16″ |
| Jamb — 8″ C 14 ga | 6 | pcs | 66 | 281 | cut to length, longest 10′-11¾″ | |
| Header — 8″ C 12 ga | 2 | pcs | 29 | 172 | cut to length, longest 14′-4 13/16″ | |
| Header — 8″ C 14 ga | 5 | pcs | 19 | 82 | cut to length, longest 4′-1 3/16″ | |
| Secondary framing | Purlin — 8″ Z 14 ga | 48 | pcs | 1,380 | 5,215 | cut to length, longest 30′-0″ |
| Eave strut — 8″ C 14 ga | 8 | pcs | 200 | 853 | cut to length, longest 25′-0″ | |
| Girt — 8″ Z 14 ga | 31 | pcs | 570 | 2,155 | cut to length, longest 25′-0″ | |
| Base angle — L3×3×3/16 base angle | 7 | pcs | 289 | 1,105 | cut to length, longest 100′-0″ | |
| Bracing | Rod brace — ¾″ Ø rod | 18 | pcs | 588 | 883 | cut to length, longest 38′-0⅜″ |
| Flange brace L2×2×⅛ with bolts | 36 | pcs | 108 | rafter inner flange to purlins | ||
| Sheeting | 26 ga PBR roof panel — Polar White | 72 | pcs | cut 30′-4¼″ · 6,021 sf | ||
| 26 ga PBR wall panel, sidewalls — Light Stone | 72 | pcs | cut 15′-1″ | |||
| 26 ga PBR wall panel, endwalls — Light Stone | 42 | pcs | cut to rake | |||
| Wainscot panel 3′ — Burnished Slate | 114 | pcs | with transition trim | |||
| Roof insulation, 4″ faced vinyl (R-13) | 6,322 | sf | optional, priced in the budget | |||
| Trim | Ridge cap — Burnished Slate | 11 | 10′ sticks | 105 | 100 LF | |
| Eave trim / gutter — Burnished Slate | 21 | 10′ sticks | 210 | 200 LF | ||
| Rake trim — Burnished Slate | 13 | 10′ sticks | 126 | 120 LF | ||
| Outside corner trim — Burnished Slate | 8 | 10′ sticks | 76 | 72 LF | ||
| Base trim — Burnished Slate | 34 | 10′ sticks | 336 | 320 LF | ||
| Opening trim — Burnished Slate | 14 | 10′ sticks | 140 | 133 LF | ||
| Wainscot transition trim — Burnished Slate | 34 | 10′ sticks | 336 | 320 LF | ||
| Doors & windows | Overhead door 14′ × 15′, insulated | 2 | pcs | front endwall, framed opening included | ||
| 3070 walk door with lockset | 1 | pcs | south sidewall | |||
| 4030 horizontal slider window | 2 | pcs | sidewalls | |||
| Fasteners | #12 × 1¼″ self-drill panel screw, color-matched | 13,243 | pcs | ≈1.1 per sf of sheeting | ||
| ½″ A325 bolt sets (purlins, girts, braces) | 441 | sets | four per lap | |||
| Foundation | Anchor bolt, F1554 Gr 36 | 44 | pcs | 4 per frame column, 2 per endwall column | ||
| 6″ slab on grade, 4000 psi, #4 @ 18″ | 117 | cy | 6,000 sf | |||
| Perimeter grade beam 18″ × 24″ + frame column piers 4′×4′×3′ | 49 | cy | allowance — engineer sizes by soil and reactions |
First-cut framing and takeoff from rules of thumb: frame sections, bracing, connections and foundations are designed by the building manufacturer's engineer for your codes, wind and snow loads.