rafters
- Geometric consumption
- 0.41 m3
- Required parts
- 11 $count
- Purchased stock
- 11 piece
- Cutting offcuts
- 0.085 m3
- Kerf waste
- 0 m3
- Additional reserve
- 1 piece
Sketch layout and preliminary material estimate
Structural solutions require separate verification.
Editable educational example. All dimensions and assumptions can be changed. This is not a ready construction design.
v1.0.0 · Geometry checked · Quantity checked · Engineering unverified
Required parts are counts; geometric timber quantities are volumes. Stock and reserve are separate pieces. Area and volume rows are alternative views: price only one basis.
PRELIMINARY ESTIMATE
5 × 2; Overlap area: 0 m²; Offcuts: 2.009 m²
5 × 2; Overlap area: 0 m²; Offcuts: 2.009 m²
4 × 2; Overlap area: 0 m²; Offcuts: 5.179 m²
4 × 2; Overlap area: 0 m²; Offcuts: 5.179 m²
7 × 3; Overlap area: 6.51 m²; Offcuts: 9.726 m²
No prices entered.
No market prices; costs omit labor, delivery, utilities and unpriced items.
GAR-03: Partition option conflicts with template.
Reported footprint: 24 m²
Usable area: 21.81 m²
Roof area: 32.274 m²
rafters: 0.41 m3; Stock: 11; reserve 1 piece; Offcuts: 0.085
framing: 0.873 m3; Stock: 38; reserve 2 piece; Offcuts: 0.267
wall-cladding-panels: 64.492 m2; Stock: 36; reserve 2 piece; Offcuts: 14.375
wall-cladding-panels-volume: 0.774 m3; Stock: NOT_CALCULATED; reserve 0.039 m3; Offcuts: NOT_CALCULATED
slab-area: 24 m2; Stock: NOT_CALCULATED; reserve 1.2 m2; Offcuts: NOT_CALCULATED
roof-covering: 32.274 m2; Stock: 21; reserve 2 piece; Offcuts: 9.726
cladding-fasteners: 684 count; Stock: 684; reserve 35 piece; Offcuts: NOT_CALCULATED
roof-fasteners: 168 count; Stock: 168; reserve 9 piece; Offcuts: NOT_CALCULATED
Partial cost: Unpriced
Reported footprint: 24 m²
Usable area: 21.81 m²
Roof area: 32.274 m²
rafters: 0.41 m3; Stock: 11; reserve 1 piece; Offcuts: 0.085
framing: 0.69 m3; Stock: 27; reserve 2 piece; Offcuts: 0.12
wall-cladding-panels: 49.57 m2; Stock: 36; reserve 2 piece; Offcuts: 33.028
wall-cladding-panels-volume: 0.595 m3; Stock: NOT_CALCULATED; reserve 0.03 m3; Offcuts: NOT_CALCULATED
slab-area: 24 m2; Stock: NOT_CALCULATED; reserve 1.2 m2; Offcuts: NOT_CALCULATED
roof-covering: 32.274 m2; Stock: 28; reserve 2 piece; Offcuts: 23.726
cladding-fasteners: 532 count; Stock: 532; reserve 27 piece; Offcuts: NOT_CALCULATED
roof-fasteners: 224 count; Stock: 224; reserve 12 piece; Offcuts: NOT_CALCULATED
Partial cost: Unpriced
Editable example: 6 × 4 m, walls 2.6 m, 2.8 × 2.2 m opening on the west wall, 0.6 m studs, 25° roof, 0.25 m overhang. Slab volume is shown only after entering thickness.
External dimensions, roof and slope or consistent ridge height, framing profiles and spacing, opening sizes and positions, storage strip or partition, cladding and roof panels, floor or slab, usable and physical sheet dimensions, stock lengths, reserve and user prices.
Footprint = length × width. Clean zones exclude wall depth and partition thickness. Openings must fit without overlap or partition-junction collision and deduct cladding area. GAR-01 is mono-pitch with one vehicle opening; GAR-02 adds a gable roof and optional storage strip and side openings; GAR-03 divides garage and workshop with a partition. Nominal studs remain across openings. Panels cover full wall bounding rectangles; no opening offcut reuse. Slab volume = footprint × supplied thickness.
Geometric consumption, parts, stock, offcuts, kerf and user reserve are separate. Stock without a layout algorithm is NOT_CALCULATED. Fasteners are preliminary estimates from explicit spacing and connection-count assumptions. Prices come from the user; labor, delivery, utilities and unpriced items are excluded.
Preliminary quantities only. No header capacity, garage-door mechanism, slab reinforcement, foundations, drainage or electrical design. No structural, wind, snow, seismic, fire or building-code certification. Vehicle-zone minimums are template constraints.
These links do not select structural solutions. Foundation dimensions require independent specification.