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80x120 Pole Barn

Width
80 ft
Length
120 ft
Floor area
9,600 sq ft
Perimeter
400 ft
Concept visualization of a post-frame pole barn at a representative 55 by 80 foot size; not a real project.
Example Configuration
post-frame pole barn concept visualization at a representative 55x80 size.Example configuration — for planning purposes only
Last updated Aug 26, 2026Reviewed under the Find Steel Buildings editorial standards

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Pole Barn ✓80′ × 120′ ✓
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Use

How a 80×120 Pole Barn May Be Used

  • Equipment shelter

    Machinery clearance height and door width are usually the limiting factors, not floor area.

  • Commodity and forage

    Bulk storage depth against the sidewalls affects how the building is loaded and unloaded.

  • Drive-through access

    End-to-end access lets equipment pass through without reversing.

  • Seasonal working space

    Open floor is commonly kept for repairs and staging between seasons.

Example

Example Configuration

Example configuration of a 80 by 120 foot pole barn
Pole Barn shown as an example configuration — for planning purposes only. Doors, colors and openings are specified for the actual project.

Quick dimensions

At a Glance

  • Width

    80 ft across the gable end.

  • Length

    120 ft along the sidewall.

  • Floor area

    9,600 sq ft of clear floor.

  • Eave height

    22 ft at the sidewall on the stored profile.

Configuration

How This Building Is Configured

120′ length80′ width9,600 sq ft
Footprint drawn to the stated dimensions.Platform calculation

Configuration summary

Building typePole Barn
Footprint80 ft × 120 ft
Floor area9,600 sq ft
Eave height22 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 80 ft gable end, the practical opening width is limited by the frame and confirmed with the supplier.

  • Opening height

    A 22 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 Pole Barn

Related

Related Building Types

FAQ

Common Questions

80 ft × 120 ft is 9,600 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.

Compare nearby sizes

Related footprints for this building type

Each page works through one footprint for one building type.

Overview

A 80x120 pole barn planned as a fully enclosed post-frame building serving mixed daily use

This page is ordered around which part of the building is meant to be comfortable, because treating the whole envelope as one condition is what leaves it unused in January.

The footprint holds 20 working bays — 5 across by 4 deep — and leaves 16 feet of depth for a lined and lit corner that stays usable in cold weather while the rest of the building remains unheated.

What distinguishes 80x120 is depth behaviour: 4 rows along 120 feet after 8 feet of circulation, with 16 feet unaccounted for at the end of the run. A building that cannot be reversed out of is a building that gets used in one direction only.

A 80 by 120 footprint is a clearly directional plan: 9,600 sq ft enclosed by 400 ft of wall, at a 1.5:1 length-to-width proportion. Along its 120 ft dimension it takes 5 runs of working bays at 24 ft, leaving 0 ft over — the 0 ft is where the argument about this size actually happens. Taken purely as arithmetic, 80 by 120 gives 5 working bays across the 80 ft dimension once 8 ft is reserved for movement, and 5 deep along the 120 ft dimension. Run as a a fully enclosed post-frame building serving mixed daily use, 2 ft across is below the 10 ft this use needs to be worth planning, so there is no lined corner, so the whole building shares one temperature and cold-weather work happens elsewhere Ground contact at the post base is a durability question resolved by the specified detail for the site.

This footprint is planned as a fully enclosed post-frame building serving mixed daily use. Spent as a square 98 by 98 instead, the same 9,600 sq ft would stand 6 working bays across rather than 5, 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 80 by 90 of the same width, the extra depth here adds run rather than reach: it buys about 5 working bays in line, and every position past the second is retrieved by moving what stands in front of it. A building of this size behaves like a small yard under a roof: zones need to be defined, signed and left alone, or they migrate. Daily use mixes vehicles, storage and work, and the plan works when the noisy, dirty and warm activities each have a bay rather than sharing one. Lighting placement follows the work rather than the truss layout.

Read this page as a construction-form page, not a use page. Pole barn is a construction-form category on this platform: it describes the post-frame approach, where posts carry the roof and the walls enclose between them, and the uses it serves — agricultural, garage, workshop, storage — are applications of that form rather than definitions of it. The question it answers is how a 80x120 footprint behaves when it is built this way.

Planning assumptionPlatform calculation

Areas, perimeter, roof area, ridge height, slab volume and the working bay counts on this page are computed from the stored 80x120 record and this platform's planning module for the pole barn category.

Allocation

Dividing the floor for a fully enclosed post-frame building serving mixed daily use

The use this post-frame shell could equally be bought for is a single-bay shelter where the frame and the room are the same thing: there is no strip between posts and wall, so stored items stand in the bay itself and the bay stops being clear. Bulk and vehicle space in the main bays, and a defined corner or end bay for the work that needs light and warmth. Attempting to condition the whole volume rarely survives the first heating season.

Depth arithmetic leaves a working end zone here. 1,280 square feet sits past the last row, which is why 80x120 tends to be planned with a lined and lit corner that stays usable in cold weather while the rest of the building remains unheated designed in rather than added later. Noise from this floor reaches the office, the neighbours and the yard, and separation is a plan decision.

The 10 feet of spare width runs the whole 120-foot length — 1,200 square feet of wall strip. It earns its keep as shelving, staging or a walking route, not as another working bay. Temperature swing on a steel shell drives condensation decisions that outrank most layout preferences.

Spent as a square 98 by 98 instead, the same 9,600 sq ft would stand 6 working bays across rather than 5, 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 80 by 90 of the same width, the extra depth here adds run rather than reach: it buys about 5 working bays in line, and every position past the second is retrieved by moving what stands in front of it. A building of this size behaves like a small yard under a roof: zones need to be defined, signed and left alone, or they migrate. Daily use mixes vehicles, storage and work, and the plan works when the noisy, dirty and warm activities each have a bay rather than sharing one. Lighting placement follows the work rather than the truss layout. That movement pattern, not the 9,600-square-foot total, is what decides whether the leftover 16 feet is useful here.

Equipment bays72 × 80 ft · 5,760 sq ftMaterial and input storage30 × 80 ft · 2,400 sq ftWorking and turning space18 × 80 ft · 1,440 sq ft120 ft overall length
equipment and storage allocation allocation across the 120-foot length

Footprint arithmetic

The 80x120 footprint measured for a pole barn

Computed dimensional profile of a 80x120 pole barn

MeasureComputed at this footprint
Floor area9,600 sq ft
Interior after a 2 ft wall strip76 × 116 ft (8,816 sq ft)
Proportion1.5 to 1
Perimeter400 ft (41.7 ft per 1,000 sq ft of floor)
Wall carried against a square of the same area+2%
Enclosed volume275,040 cu ft at a 22 ft eave and 35.3 ft ridge
Roof plane against floor10,119 sq ft (+5%)
Working bays planned5 across × 4 deep = 20
Circulation and margin30% of the footprint
Widest clear opening planned72 ft on the 80 ft gable, 8 ft in a sidewall bay
Bay division10 bays at 12 ft (exact)

Computed from the stored 80x120 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 80-ft span holds 5 working bays plus 10 ft — most of another position. With 4 ranks behind each other the width sets retrieval order: what goes in first comes out last.

Nothing lands in the middle of a 80-ft clear width. The 4 ranks along the 120-ft length are the only fixed geometry the plan has; every other division is furniture.

120 ft divides exactly into 10 bays at 12 ft. Over 9,600 sq ft a single 12-ft grid is the difference between a plan and an accumulation.

A 22-ft eave puts 275,040 cu ft inside and makes the upper half a planning question in its own right. The stair comes out of the 10 ft of spare width rather than out of the working floor.

120 ft is deep enough for 4 ranks and a zone behind them. Past 9,600 sq ft the plan needs zones with names, because nothing about the shell suggests them.

The 10 ft left across the width is most of another working bay without being one. Given a purpose it becomes a lined and lit corner that stays usable in cold weather while the rest of the building remains unheated; left undefined it becomes the strip everything ends up in.

How the 120-foot run can be divided

BaysSpacingDivisionWhat it means for the plan
1012 ftExact120 divides exactly by 12, so the frame line, the sidewall openings and any interior division can all land on the same grid.
1210 ftExact120 divides exactly by 10, so the frame line, the sidewall openings and any interior division can all land on the same grid.
620 ftExact120 divides exactly by 20, so the frame line, the sidewall openings and any interior division can all land on the same grid.

Bay divisions are arithmetic on the stored 120-foot length. Frame spacing for a specific building is set by the manufacturer's engineering, not by this table.

Configurations

Configuring 20 working bays at 80x120

Nominal bay division computes to 5 bays at about 24 feet, wider than the 14-foot module — so a position can sit inside a bay without a frame line splitting it. The count of working positions, not the headline area, is the figure that survives contact with the operation.

Two-plus rows change the access question entirely. Every rear position at 80x120 needs either its own opening or an aisle, and 10 feet of spare width is what that aisle has to come from. Access, not area, is what makes a plan feel small once it is in use.

Bays add in line; the lined corner rarely moves, so placing it at an end keeps the extension direction open.

Configured as a fully enclosed post-frame building serving mixed daily use, 80x120 is judged on whether the 20 working bays it holds match the operation, and on whether the 10 feet of spare width leaves the route this mode depends on.

  • Does the work need racking or work zones on both sides with a full vehicle lane down the middle, or does it need a second lane that this 80-foot span cannot give?
  • Is the 120-foot length being bought for depth, or for the repeated bays — a long repeating bay sequence, so segment boundaries are set by bay lines rather than by walls?
  • Does the intended layout tolerate interior posts, or does it genuinely need a clear span?
  • Where do the openings fall relative to the post lines, and does any opening have to bridge one?
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 9,600 square feet divides at 80x120

Computed working bay fit for a 80x120 pole barn

MeasureComputed at this footprint
Working bays across the 80-foot width5 at a 14-foot module
Leftover width10 ft (1,200 sq ft as a full-length strip)
Rows along the 120-foot length4 at a 24-foot module after 8 ft of circulation
Leftover depth16 ft (1,280 sq ft across the width)
Total working bays20
Share of floor committed70%

Module footprint used here is 14 by 24 feet, this platform's planning module for a pole barn. It is not a code minimum or an engineered clearance.

Example allocation of the 120-foot length — planning model, not survey data

ZoneLength along the buildingComputed area
Equipment bays72 ft5,760 sq ft
Material and input storage30 ft2,400 sq ft
Working and turning space18 ft1,440 sq ft

Shares applied to the stored 120-foot length; areas computed against the 80-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.

Openings

Openings for 5 working bays across

One opening per position works on this gable: 5 across 80 feet, with 10 feet of wall to distribute as piers. Splitting that margin evenly is what keeps the elevation buildable. Where the building sits on the site changes how much of this floor is genuinely reachable.

The 80 ft ends and the 120 ft sides offer very different opening budgets: 80 ft of end wall has room for one wide opening or two modest ones, while 120 ft of side wall can carry several without the openings competing. On this plan the deciding factor is whether enclosed post frame building or lined working corner should be the first thing reached from the door.

Loading happens bay by bay: what can be brought in at one opening and set down in that bay is the practical unit, not the length of the wall.

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.

Height

Interior height for a 80x120 pole barn

Across a 80-foot span the 4:12 pitch adds 13.3 feet between eave and ridge. The centreline measures 35.3 feet; anything parked or stacked near a wall lives with the 22-foot eave. Set the openings before the interior, because the openings cannot move and the interior can.

Height serves storage above the working level and the equipment that enters. Post frame makes it inexpensive, which is why it is usually worth taking.

Ventilation across 9,600 square feet at this height: post-frame buildings are frequently left partly open or lightly enclosed, so natural cross and ridge airflow does much of the work and enclosure level is the variable to settle first.

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 pole barn

FootprintFloor areaWorking bays
50x804,000 sq ft16 (4 x 4)
40x1004,000 sq ft8 (2 x 4)
60x804,800 sq ft12 (4 x 3)
40x1204,800 sq ft8 (2 x 4)
50x1005,000 sq ft20 (4 x 5)

Areas computed from each stored size record; working bay counts computed with the same 14 by 24 foot planning module.

  • 50x80 moves the count from 20 to 16 working bays (4 across by 4 deep), which is the reason to choose between them.
  • 40x100 moves the count from 20 to 8 working bays (2 across by 4 deep), which is the reason to choose between them.
  • 60x80 moves the count from 20 to 12 working bays (4 across by 3 deep), which is the reason to choose between them.

Nearby footprints read for a pole barn: exact change in area and in planning working bays

FootprintArea Δ% ΔWorking bays at that footprintWhat changes for this use
100x100+400 sq ft+4.2%21 (7 x 3)+1 working bay on the same planning module.
60x150−600 sq ft−6.2%40 (5 x 8)+20 working bays on the same planning module.
80x100−1,600 sq ft−16.7%20 (5 x 4)Same working bay count on this planning module; the difference is circulation and stored depth, not capacity.
80x150+2,400 sq ft+25%48 (6 x 8)+28 working bays on the same planning module.

Areas are arithmetic on two stored size records; working bay counts use this platform's 14 by 24 foot planning module and are not a capacity statement.

Because this footprint is planned as a fully enclosed post-frame building serving mixed daily use, the useful next reads are different from the ones a differently shaped pole barn suggests: enclosed post frame building, lined working corner, mixed daily use.

Visualization

Reading the 80x120 footprint as a pole barn

120′ length80′ width9,600 sq ft
80x120 footprint plan, drawn from the stored dimensional record
22′ eave35.3′ ridge4:12 pitch · 80′ clear span
Gable cross section at a 22-foot eave and 4:12 pitch, computing to a 35.3-foot ridge

FAQ

Questions about 80x120 pole barn projects

Take 2 ft off each wall as a working strip and the plan area drops from 9,600 to about 8,816 sq ft across 76 by 116 ft. Against that, 5 by 4 working bays occupy 6,720 sq ft and roughly 30% of the footprint stays as movement and margin. That circulation share is the number worth arguing about; the headline area is not.

The 80-ft gable takes an opening of about 72 ft clear after corner framing — 4 module-width openings. The 120-ft sidewall takes up to 6 spaced with piers, and those piers sit naturally on the 10-bay grid at 12 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 12 ft adds 960 sq ft, 10% 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.

The width leaves 10 feet spare after 5 working bays. That margin absorbs wall storage and passing room. Width is the dimension that cannot be extended later.

Reserving 8 ft across the 80 ft dimension for movement leaves 72 ft of working width, which takes 5 working bays at 14 ft. Along 120 ft it takes 5 runs at 24 ft. That is 25 positions out of 9,600 sq ft, and the remainder is circulation, walls and the margin every plan needs. Whether that count is enough depends on is any part of this building intended to be comfortable, or is all of it simply out of the weather. These are planning figures computed from the footprint, not a quoted layout.

Length here buys 4 rows and 5 nominal bays; width buys 5 positions side by side. At this aspect ratio both dimensions are still adding usable positions.

The largest thing that will enter, measured with anything mounted on it, checked against the clear opening rather than the nominal door size.

The repeating bay is the unit of growth: added bays continue the existing rhythm along the length, lean-tos hang off a sidewall, and open bays are enclosed later without touching the roof structure Practically, the 120-foot dimension is the one that extends; the 80-foot span is fixed once the frames are set.

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.
  • Working bay fit: Counts, leftover strips and per-module areas are computed from the stored 80x120 record against this platform's 14 by 24 foot planning module for the pole barn category, with 8 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 agricultural equipment and crop shelter and are applied arithmetically to the stored 120-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.

Cost drivers

Quantities that move the estimate at 80x120

Quantities, not prices, are publishable here: roof cladding runs 10,119 square feet — 5% above the 9,600-square-foot floor at a 4:12 pitch — with 177.8 cubic yards of nominal slab beneath it. Snow, wind and site exposure change what this shape costs to build long before the interior plan does.

Proportion drives cost here as much as size does: 400 ft of wall around 9,600 sq ft is 0.042 ft of wall per enclosed square foot, and a squarer plan of the same area would carry less. What moves the figure further on a a fully enclosed post-frame building serving mixed daily use is the fit-out enclosed post frame building implies, along with framed openings and the height chosen for the 80 ft span.

  • how many sides are enclosed, and whether any stay open
  • the bay rhythm relative to the openings and layout wanted
  • the ground interface and site conditions at the post positions
  • whether lean-tos or additions are planned onto the same rhythm
  • later lining or insulation of the wall assembly between posts
Why we don't quote thisWe do not state 80x120 pole barn pricing here, because it varies too much to give an honest figure. Published 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.

120′ length80′ width9,600 sq ft
Computed from stored dimensions
Footprint plan — 80′ × 120′, drawn to the stored dimensions.Platform calculation
Front third3,200 sq ftCenter third3,200 sq ftRear third3,200 sq ft80′ × 120′ 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 80x120 pole barn configurations

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

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