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12x20 Shed Kit

Width
12 ft
Length
20 ft
Floor area
240 sq ft
Perimeter
64 ft
Concept visualization of a steel shed at a representative 15 by 20 foot size; not a real project.
Example Configuration
steel shed concept visualization at a representative 15x20 size.Example configuration — for planning purposes only
Last updated Aug 26, 2026Reviewed under the Find Steel Buildings editorial standards

Example

Example Configuration

Example configuration of a 12 by 20 foot metal shed
Metal Shed shown as an example configuration — for planning purposes only. Doors, colors and openings are specified for the actual project.

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Metal Shed12′ × 20′ ✓
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Quick dimensions

At a Glance

  • Width

    12 ft across the gable end.

  • Length

    20 ft along the sidewall.

  • Floor area

    240 sq ft of clear floor.

  • Eave height

    14 ft at the sidewall on the stored profile.

Use

How a 12×20 Metal Shed May Be Used

  • Unit or bay division

    Interior partitions follow the frame bays, which sets the practical unit sizes.

  • Vehicle access

    Drive aisles and door widths determine what can be moved in and out.

  • Secure enclosure

    Door type and hardware are specified for the contents being stored.

  • Seasonal storage

    Height clearance matters for stacked or tall items.

Configuration

How This Building Is Configured

20′ length12′ width240 sq ft
Footprint drawn to the stated dimensions.Platform calculation

Configuration summary

Building typeMetal Shed
Footprint12 ft × 20 ft
Floor area240 sq ft
Eave height14 ft

Planning

Footprint & Space Planning

  • Footprint

    Width and length are chosen together: width is usually fixed by what has to fit side by side, length by how many bays are needed.

  • Height

    Eave height affects door options, storage height and how open the interior feels.

  • Access

    Where vehicles and people enter changes the whole interior layout, so access is settled before anything else.

  • Doors and openings

    Opening width, height and position are specified with the supplier; they affect the frame and the wall bracing.

  • Site

    Slope, drainage, access for delivery and erection, and the foundation are confirmed for the actual property.

  • Expansion

    Extending along the length is usually simpler than changing the width later, which is worth deciding up front.

Access

Doors & Access Considerations

  • Opening width

    Across a 12 ft gable end, the practical opening width is limited by the frame and confirmed with the supplier.

  • Opening height

    A 14 ft eave sets the ceiling on door height before any frame change.

  • Drive-through

    Matching openings at both ends avoid reversing, at the cost of usable wall.

Similar sizes

Other Sizes for a Metal Shed

Related

Related Building Types

FAQ

Common Questions

12 ft × 20 ft is 240 square feet of floor area before any interior partitions.

Length is usually adjusted in bay increments, and width is a larger design change. Both are confirmed with the supplier for the final design.

Site preparation, foundation and erection are commonly quoted separately from the building package. Confirm the scope of any quote you receive.

What this page answers

Deciding whether a 12 ft by 20 ft footprint suits this use, before a supplier is contacted.

A 12x20 shed is 240 sq ft, and the two numbers do different work: the 12 ft width decides span, door width and whether two things fit side by side, while the 20 ft length decides how the frame divides into bays and where access can sit. This page works through that footprint for everything that does not fit in the garage — what it comfortably holds, and the point at which it stops working.

  • 240 sq ft, and 64 ft of wall line

    A 12x20 shed encloses 240 sq ft behind 64 linear ft of wall. Most layout arguments are about the wall line rather than the floor, because doors, windows, shelving and benches all compete for it, and 64 ft does not go far once two of those are committed.

  • Working room across 12 ft

    On a 12 ft width there is no spare lateral room: whatever occupies the centre of the shed blocks the route past it. Owners who later wanted two-way movement needed 4 to 8 ft more width.

  • Short run, fixed layout

    At 20 ft there is no slack between the 2 bays to absorb a change of plan, so the layout has to be right on the drawing rather than adjusted during construction.

  • Small storage, ruthless layout

    At 240 sq ft everything has to be reachable from the door. Sorting contents by how often they are used decides the layout more than total volume does.

  • Kit or installed changes what is being compared

    A shed kit is a fabricated package delivered to a prepared site; an installed package is the same material plus a crew and site coordination. Quotations for the two are not comparable, and deciding which model suits the site is a separate question from choosing the building.

Decisions

What to settle before asking anyone to quote

Planning guidance for an early-stage decision, not a specification.

  • Is 12 ft the width the use needs, or the width that was quoted?

    Buyers regret width far more often than length. On a 12x20 building the clear internal dimension is about 8 ft, and it is worth testing that number against the widest thing that has to fit.

  • Does the opening go in the 12 ft end or the 20 ft side?

    An end opening gives the shortest route in and preserves the longest uninterrupted side wall. A side opening gives easier turning outside and halves the run of usable wall.

  • Are the contents damp or temperature sensitive?

    Sensitive contents make the slab seal, vapour control and ventilation part of the brief rather than an upgrade to it.

  • Is the pad prepared for 12 ft by 20 ft?

    The pad has to be square, level and larger than the building at every edge. A 12x20 building on an undersized pad loses width at the trim line, which is where the internal dimension was already tight.

  • Is a kit genuinely the right delivery model for this shed?

    Kits reward a prepared site, available labour and someone willing to own sequencing. Where any one of those is missing, an installed package usually removes more risk than it adds.

Related

Where the neighbouring questions are answered

Each link goes to the page that owns that question, so nothing is answered twice.

Overview

A 12x20 metal shed planned as a shelter for wheeled equipment, where the door and the turning line decide the plan

This page is ordered around access, because on a 12-foot endwall the opening arrangement settles how a metal shed at 12x20 is actually used.

The footprint holds 2 machine positions — 2 across by 1 deep — and leaves 7 feet of depth for a margin beside the machine for fuel, attachments and the room needed to walk around it.

Read this footprint through its span. 12 feet across is the fixed constraint; 20 feet of length is the negotiable one, and at 1.67 to 1 the building is long for its width, so movement runs front to back. Height is the dimension people regret; it cannot be added later without rebuilding the frame line.

A 12 by 20 footprint is a clearly directional plan: 240 sq ft enclosed by 64 ft of wall, at a 1.7:1 length-to-width proportion. Along its 20 ft dimension it takes 2 runs of machine positions at 9 ft, leaving 2 ft over — the 2 ft is where the argument about this size actually happens. Once a shed holds something with wheels, the plan is set by getting that thing in and out rather than by how much fits. Door width, approach and the clear line to it matter more than the floor area behind them. Anything stored on the floor of a small building is stored in the only circulation it has.

At 12x20 the operating question is a specific one: can the machine be got out without moving anything else, on the worst day of the year? That is a different question from the one a metal shed of another shape has to answer, and it is why this footprint is planned as a shelter for wheeled equipment, where the door and the turning line decide the plan rather than as generic covered area.

Planning assumptionPlatform calculation

Areas, perimeter, roof area, ridge height, slab volume and the machine position counts on this page are computed from the stored 12x20 record and this platform's planning module for the metal shed category.

Openings

Openings for 2 machine positions across

At 12 feet the gable will not comfortably take one opening per machine position: 2 positions with 2 feet spare leaves too little wall for piers. A single wider opening, or a sidewall opening, is the workable route. Noise from this floor reaches the office, the neighbours and the yard, and separation is a plan decision.

Door width is the governing dimension, and the apron outside it is part of the plan whether or not it is drawn.

Planning assumptionEngineering-required

Framed-opening sizes, headers and the structure around them are engineered for the specific building. Confirm every opening with the door supplier and the building manufacturer before ordering.

Footprint arithmetic

The 12x20 footprint measured for a metal shed

Computed dimensional profile of a 12x20 metal shed

MeasureComputed at this footprint
Floor area240 sq ft
Interior after a 2 ft wall strip8 × 16 ft (128 sq ft)
Proportion1.7 to 1
Perimeter64 ft (266.7 ft per 1,000 sq ft of floor)
Wall carried against a square of the same area+3%
Enclosed volume3,540 cu ft at a 14 ft eave and 15.5 ft ridge
Roof plane against floor247 sq ft (+3%)
Machine positions planned2 across × 1 deep = 2
Circulation and margin63% of the footprint
Widest clear opening planned4 ft on the 12 ft gable, 6 ft in a sidewall bay
Bay division2 bays at 10 ft (exact)

Computed from the stored 12x20 record. The 2-foot wall strip, 4-foot corner margin and 4-foot pier allowance are this platform's planning conventions for reading a footprint; they are not code minimums or engineered clearances.

The gable clears roughly 4 ft after corner framing: 0 openings at most. The 20-ft sidewall takes up to 1 openings with piers between, which is where a second entry belongs.

20 ft divides exactly into 2 bays at 10 ft. Openings and lighting set out on that one grid.

One more 10-ft bay makes it 360 sq ft — 50% more floor for one more frame line. Widening past 12 ft changes every frame instead, which is why length is decided late and width early.

2 machine positions fit the 12-ft span with 2 ft to spare. With 1 ranks behind each other the width sets retrieval order: what goes in first comes out last.

7 ft survives at the end of the run — 84 sq ft across the full width. That is a zone to name before the frame is ordered, not a leftover to discover after it.

How the 20-foot run can be divided

BaysSpacingDivisionWhat it means for the plan
210 ftExact20 divides exactly by 10, so the frame line, the sidewall openings and any interior division can all land on the same grid.
120 ftNearest even division1 bays works out at 20 ft, because 20 does not divide by 14; the odd bay usually goes at the end that carries the door.

Bay divisions are arithmetic on the stored 20-foot length. Frame spacing for a specific building is set by the manufacturer's engineering, not by this table.

Configurations

Configuring 2 machine positions at 12x20

At 20-foot nominal bays the structure works with the layout instead of against it: one machine position per bay line, walls free of awkward half-positions. Every foot of width added multiplies through the roof and the frame; every foot of length mostly adds skin.

One row deep keeps the layout honest — no aisle to protect, no rear zone to serve, and the full 20-foot length available along the wall. Cleaning, maintenance and inspection all need reach, and reach is planned in the gaps rather than in the modules.

A second position needs width, not length, which makes widening the more expensive but more useful direction here.

Configured as a shelter for wheeled equipment, where the door and the turning line decide the plan, 12x20 is judged on whether the 2 machine positions it holds match the operation, and on whether the 2 feet of spare width leaves the route this mode depends on.

  • Does the work need room for one car or one small tractor and almost nothing beside it, or does it need a second lane that this 12-foot span cannot give?
  • Is the 20-foot length being bought for depth, or for the repeated bays — one or two frame bays, so there is no repeating rhythm to plan against?
  • What is the largest item that has to go through the door?
  • Is the base and path suitable for wheeling things in wet weather?
Planning assumptionTypical configuration

Bay division shown here is a planning module computed from the stored length. Actual bay spacing is set by the manufacturer's frame design for the building.

Usable area

How the 240 square feet divides at 12x20

Computed machine position fit for a 12x20 metal shed

MeasureComputed at this footprint
Machine positions across the 12-foot width2 at a 5-foot module
Leftover width2 ft (40 sq ft as a full-length strip)
Rows along the 20-foot length1 at a 9-foot module after 4 ft of circulation
Leftover depth7 ft (84 sq ft across the width)
Total machine positions2
Share of floor committed38%

Module footprint used here is 5 by 9 feet, this platform's planning module for a metal shed. It is not a code minimum or an engineered clearance.

Example allocation of the 20-foot length — planning model, not survey data

ZoneLength along the buildingComputed area
Primary storage14 ft168 sq ft
Access and door swing4 ft48 sq ft
Shelving and wall storage2 ft24 sq ft

Shares applied to the stored 20-foot length; areas computed against the 12-foot width.

Planning assumptionPlanning guidance

Module footprints and allocation shares come from this platform's use typology and are published as example planning models. They are not recommendations and do not describe a majority of projects.

Allocation

Dividing the floor for a shelter for wheeled equipment, where the door and the turning line decide the plan

The storage pattern this small footprint could equally be used for is a store with a genuine standing aisle, so items behind the front row stay reachable: there is no aisle depth, so the back of the building can only be reached by moving what is in front of it. Dividing the 240 sq ft by the 5 by 9 ft machine position gives roughly 2 positions before circulation is deducted a second time for cross movement. Whether the plan keeps 2 or drops to 1 comes back to the question this footprint is really answering: can the machine be got out without moving anything else, on the worst day of the year?

Depth arithmetic leaves a working end zone here. 84 square feet sits past the last row, which is why 12x20 tends to be planned with a margin beside the machine for fuel, attachments and the room needed to walk around it designed in rather than added later. A wider bay is a structural decision and a longer bay is a layout decision; the two are often confused.

Only 2 feet of width is spare, so there is no wall strip: anything set along a sidewall comes out of a machine position's clearance. Service routes are cheap to plan now and expensive to retrofit through a finished shell.

Spent as a square 15 by 15 instead, the same 240 sq ft would stand 2 machine positions across rather than 1, and would trade this plan's length for parallel access. That is the width-against-depth decision this footprint has already made. Compared with a 12 by 20 of the same width, the extra depth here adds run rather than reach: it buys about 2 machine positions in line, and every position past the second is retrieved by moving what stands in front of it. At this scale the building is usually operated by one or two people who know where everything is, so the plan can be loose and the doors matter more than the divisions. The longest internal travel on a 12 by 20 plan is about 23 ft corner to corner, and the shortest useful one is the 12 ft cross-run. For a a shelter for wheeled equipment, where the door and the turning line decide the plan that matters where equipment shelter sits, because shortening the 12 ft run to serve it lengthens every trip along the 20 ft dimension. Daylight through a single door leaves the back wall dark, which is where things get lost. That movement pattern, not the 240-square-foot total, is what decides whether the leftover 7 feet is useful here.

Primary storage14 × 12 ft · 168 sq ftAccess and door swing4 × 12 ft · 48 sq ftShelving and wall storage2 × 12 ft · 24 sq ft20 ft overall length
storage and access allocation allocation across the 20-foot length

Height

Interior height for a 12x20 metal shed

Across a 12-foot span the 3:12 pitch adds 1.5 feet between eave and ridge. The centreline measures 15.5 feet; anything parked or stacked near a wall lives with the 14-foot eave. A building that cannot be reversed out of is a building that gets used in one direction only.

Clearance for the tallest thing entering — a raised deck, a cab, a loader arm — is the height decision, not standing room.

Planning assumptionPlanning guidance

Clear height below purlins, bracing and lighting is lower than the eave height. The usable figure comes from the manufacturer's framing for the selected building.

Comparison

What changes at adjacent footprints

Computed comparison of nearby footprints for a metal shed

FootprintFloor areaMachine positions
10x10100 sq ft3 (3 x 1)
10x12120 sq ft3 (3 x 1)
12x16192 sq ft2 (2 x 1)
10x20200 sq ft2 (2 x 1)
12x20240 sq ft2 (2 x 1)

Areas computed from each stored size record; machine position counts computed with the same 5 by 9 foot planning module.

  • 10x10 moves the count from 2 to 3 machine positions (3 across by 1 deep), which is the reason to choose between them.
  • 10x12 moves the count from 2 to 3 machine positions (3 across by 1 deep), which is the reason to choose between them.
  • 12x16 holds the same 2 machine positions but changes the leftover depth by -2 feet, which is where the difference is actually felt.

Nearby footprints read for a metal shed: exact change in area and in planning machine positions

FootprintArea Δ% ΔMachine positions at that footprintWhat changes for this use
10x20−40 sq ft−16.7%2 (2 x 1)Same machine position count on this planning module; the difference is circulation and stored depth, not capacity.
12x24+48 sq ft+20%12 (4 x 3)+10 machine positions on the same planning module.
12x16−48 sq ft−20%2 (2 x 1)Same machine position count on this planning module; the difference is circulation and stored depth, not capacity.
16x20+80 sq ft+33.3%2 (2 x 1)Same machine position count on this planning module; the difference is circulation and stored depth, not capacity.

Areas are arithmetic on two stored size records; machine position counts use this platform's 5 by 9 foot planning module and are not a capacity statement.

Because this footprint is planned as a shelter for wheeled equipment, where the door and the turning line decide the plan, the useful next reads are different from the ones a differently shaped metal shed suggests: equipment shelter, door width, clear run to the door.

Visualization

Reading the 12x20 footprint as a metal shed

20′ length12′ width240 sq ft
12x20 footprint plan, drawn from the stored dimensional record
12′ eave13.5′ ridge3:12 pitch · 12′ clear span
Gable cross section at a 14-foot eave and 3:12 pitch, computing to a 15.5-foot ridge

FAQ

Questions about 12x20 metal shed projects

Take 2 ft off each wall as a working strip and the plan area drops from 240 to about 128 sq ft across 8 by 16 ft. Against that, 2 by 1 machine positions occupy 90 sq ft and roughly 63% of the footprint stays as movement and margin. That circulation share is the number worth arguing about; the headline area is not.

The 12-ft gable takes an opening of about 4 ft clear after corner framing — 0 module-width openings. The 20-ft sidewall takes up to 1 spaced with piers, and those piers sit naturally on the 2-bay grid at 10 ft. Openings are planning geometry here; the sizes a specific building can actually carry come from the manufacturer's engineering for that frame.

One more bay at 10 ft adds 120 sq ft, 50% more floor, and keeps the clean division. It buys depth, not span: if the constraint is fitting things side by side, extra length does not solve it.

896 square feet of wall and 247 square feet of roof at a 3:12 pitch — the roof exceeding the floor by 3%.

Reserving 4 ft across the 12 ft dimension for movement leaves 8 ft of working width, which takes 1 machine positions at 5 ft. Along 20 ft it takes 2 runs at 9 ft. That is 2 positions out of 240 sq ft, and the remainder is circulation, walls and the margin every plan needs. Whether that count is enough depends on can the machine be got out without moving anything else, on the worst day of the year. These are planning figures computed from the footprint, not a quoted layout.

The width leaves 2 feet spare after 2 machine positions. That margin absorbs wall storage and passing room. Width is the dimension that cannot be extended later.

As much as the building. A shelter reached across soft ground is unusable in the season it is most needed.

Length here buys 1 row and 1 nominal bays; width buys 2 positions side by side. At this aspect ratio the building is already long for its span, so extra length adds depth rather than capacity.

Methodology

How this page was produced

Sources and methodology

Verified sourceExternal factual sources
  • Find Steel Buildings dimensional records

    Find Steel Buildings · Primary platform dataset · Tier 1 — code authority, standards body, primary dataset or manufacturer engineering

    Supports: Stored nominal width, length, eave height, roof pitch and slab thickness for this subject.

  • International Building Code and International Residential Code

    International Code Council · Model code · Tier 1 — code authority, standards body, primary dataset or manufacturer engineering

    Supports: The framework of adopted codes and local amendments that decides permitting, separation and opening requirements. Cited as the governing framework, never as a local requirement.

Platform calculationComputed on this platform
  • Dimensional figures: Width, length, eave height, roof pitch and nominal slab thickness come from this platform's stored record for the subject. Floor area, perimeter, wall area, roof area, ridge height and slab volume are computed from those inputs rather than transcribed.
  • Machine position fit: Counts, leftover strips and per-module areas are computed from the stored 12x20 record against this platform's 5 by 9 foot planning module for the metal shed category, with 4 feet allowed for circulation. The module is editorial planning typology, not a code minimum or an engineered clearance.
  • Allocation model: Zone shares come from this platform's use typology for compact utility storage and are applied arithmetically to the stored 20-foot length.
Planning assumptionPlanning assumptions
  • Allocation and layout models: Layout splits are arithmetic on the stored footprint, published as example allocation models. They are not survey findings and do not describe what buyers most often choose.
  • Clearance and opening guidance: Clearance and opening statements are planning guidance. Final dimensions depend on the selected door system, header detail and the manufacturer's engineering for the building.

Methodology notes

  • Prices: No price figure appears on this page. Cost data is published on this platform only with a documented inclusion basis, a collection date and a named source.

Drawn to scale

Plans and dimensions

Every drawing below is generated from the exact dimensions for this building, so proportions and areas are accurate.

20′ length12′ width240 sq ft
Computed from stored dimensions
Footprint plan — 12′ × 20′, drawn to the stored dimensions.Platform calculation
Front third80 sq ftCenter third80 sq ftRear third80 sq ft12′ × 20′ floor plate
Computed from stored dimensions
Floor plate divided into equal thirds along the length; each area is computed from the stored footprint.Platform calculation

Continue your research

Related planning topics

Background reading on the questions this page raises. None of these pages sells anything.

Compare 12x20 metal shed configurations

Review the allocation models for this footprint side by side, then estimate the configuration you intend to build.

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