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30x70 Pole Barn

Width
30 ft
Length
70 ft
Floor area
2,100 sq ft
Perimeter
200 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 ✓30′ × 70′ ✓
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Use

How a 30×70 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 30 by 70 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

    30 ft across the gable end.

  • Length

    70 ft along the sidewall.

  • Floor area

    2,100 sq ft of clear floor.

  • Eave height

    14 ft at the sidewall on the stored profile.

Configuration

How This Building Is Configured

70′ length30′ width2,100 sq ft
Footprint drawn to the stated dimensions.Platform calculation

Configuration summary

Building typePole Barn
Footprint30 ft × 70 ft
Floor area2,100 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 30 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 Pole Barn

Related

Related Building Types

FAQ

Common Questions

30 ft × 70 ft is 2,100 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 30x70 pole barn planned as a post-frame building built specifically around working rather than storing

This page is ordered around which way the open side faces, because on a partly open building orientation does more for usefulness than any dimension does.

The footprint holds 6 work bays — 2 across by 3 deep — and the remaining 3 feet is marginal: there is no bench depth between posts, so benches stand proud of the wall and the working floor shrinks by their depth.

Commitment first: 74% of the 2,100 square feet goes to work bays at 260 square feet each, and 370 square feet survives as edge strip. A footprint is worth its own decision when that split lands where the work does. Two feet of spare width reads as nothing on a plan and as a great deal when a machine is being turned.

A 30 by 70 footprint is a long corridor of a plan: 2,100 sq ft enclosed by 200 ft of wall, at a 2.3:1 length-to-width proportion. Along its 70 ft dimension it takes 3 runs of work bays at 20 ft, leaving 10 ft over — the 10 ft is where the argument about this size actually happens. Post frame suits a workshop for one specific reason: the space between posts is bench depth that costs nothing in floor. A workshop planned around that gains usable wall; one planned as an open rectangle with benches added afterwards loses floor to them. Site drainage around a post-frame building matters more than in a slab-on-grade one.

This footprint is planned as a post-frame building built specifically around working rather than storing. Compared with a 30 by 50 of the same width, the extra depth here adds run rather than reach: it buys about 3 work bays in line, and every position past the second is retrieved by moving what stands in front of it. Spent as a square 46 by 46 instead, the same 2,100 sq ft would stand 3 work bays 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. 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 30 by 70 plan is about 76 ft corner to corner, and the shortest useful one is the 30 ft cross-run. For a a post-frame building built specifically around working rather than storing that matters where post frame workshop sits, because shortening the 30 ft run to serve it lengthens every trip along the 70 ft dimension. Post frame lengthens cheaply and widens expensively, which shapes every expansion decision.

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 30x70 footprint behaves when it is built this way.

Planning assumptionPlatform calculation

Areas, perimeter, roof area, ridge height, slab volume and the work bay counts on this page are computed from the stored 30x70 record and this platform's planning module for the pole barn category.

Openings

Openings for 2 work bays across

One opening per position works on this gable: 2 across 30 feet, with 4 feet of wall to distribute as piers. Splitting that margin evenly is what keeps the elevation buildable. Doors and their approaches decide more about daily use here than the enclosed area does.

The 30 ft ends and the 70 ft sides offer very different opening budgets: 30 ft of end wall has room for one wide opening or two modest ones, while 70 ft of side wall can carry several without the openings competing. On this plan the deciding factor is whether post frame workshop or bench depth between posts 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.

Footprint arithmetic

The 30x70 footprint measured for a pole barn

Computed dimensional profile of a 30x70 pole barn

MeasureComputed at this footprint
Floor area2,100 sq ft
Interior after a 2 ft wall strip26 × 66 ft (1,716 sq ft)
Proportion2.3 to 1
Perimeter200 ft (95.2 ft per 1,000 sq ft of floor)
Wall carried against a square of the same area+9%
Enclosed volume33,390 cu ft at a 14 ft eave and 17.8 ft ridge
Roof plane against floor2,165 sq ft (+3%)
Work bays planned2 across × 3 deep = 6
Circulation and margin26% of the footprint
Widest clear opening planned22 ft on the 30 ft gable, 10 ft in a sidewall bay
Bay division5 bays at 14 ft (exact)

Computed from the stored 30x70 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 22 ft after corner framing: one opening, not two. Behind 3 ranks a single end opening makes the back rank captive; a sidewall door at 10 ft clear fixes that.

70 ft divides exactly into 5 bays at 14 ft. On 2,100 sq ft that grid is what keeps racking, doors and lighting from being set out three times.

2 work bays fit the 30-ft span with 4 ft to spare. Over 70 ft of run that slack becomes a continuous side aisle rather than 3 separate gaps.

3 ranks of 20 ft fit the 70-ft run with 7 ft of circulation each. 2,100 sq ft plans well as two zones with the split on a frame line.

This shape buys frontage with skin: 200 ft of perimeter for 2,100 sq ft, 95.2 ft per 1,000 sq ft, 9% above a square of the same area. At 2.3 to 1 that is the trade, not an error.

How the 70-foot run can be divided

BaysSpacingDivisionWhat it means for the plan
514 ftExact70 divides exactly by 14, so the frame line, the sidewall openings and any interior division can all land on the same grid.
710 ftExact70 divides exactly by 10, so the frame line, the sidewall openings and any interior division can all land on the same grid.
611.7 ftNearest even division6 bays works out at 11.7 ft, because 70 does not divide by 12; the odd bay usually goes at the end that carries the door.

Bay divisions are arithmetic on the stored 70-foot length. Frame spacing for a specific building is set by the manufacturer's engineering, not by this table.

Configurations

Configuring 6 work bays at 30x70

Nominal bay division computes to 3 bays at about 23.3 feet, wider than the 13-foot module — so a position can sit inside a bay without a frame line splitting it. Daylight placement changes how a floor is used far more than its cost suggests.

With 3 rows deep, the rear row is behind the front one. Without a route past it, those work bays become storage positions rather than working ones — the real cost of depth at this width. Security and after-hours access are easier to design in the door layout than to bolt on later.

Extension is cheapest along the 70 ft dimension, where each added bay repeats work already framed; widening past 30 ft is a different frame rather than a longer one. Growing to 30 by 90 adds a 4th run of work bays — useful if the constraint is work bays rather than the 10 ft already spare at the far end.

Configured as a post-frame building built specifically around working rather than storing, 30x70 is judged on whether the 6 work bays it holds match the operation, and on whether the 4 feet of spare width leaves the route this mode depends on.

  • Does the work need two parked lanes side by side, or one lane and a genuine workbench run, or does it need a second lane that this 30-foot span cannot give?
  • Is the 70-foot length being bought for depth, or for the repeated bays — six to eight repeated bays, and the bay line becomes the organising device for the whole plan?
  • 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 2,100 square feet divides at 30x70

Computed work bay fit for a 30x70 pole barn

MeasureComputed at this footprint
Work bays across the 30-foot width2 at a 13-foot module
Leftover width4 ft (280 sq ft as a full-length strip)
Rows along the 70-foot length3 at a 20-foot module after 7 ft of circulation
Leftover depth3 ft (90 sq ft across the width)
Total work bays6
Share of floor committed74%

Module footprint used here is 13 by 20 feet, this platform's planning module for a pole barn. It is not a code minimum or an engineered clearance.

Example allocation of the 70-foot length — planning model, not survey data

ZoneLength along the buildingComputed area
Equipment bays42 ft1,260 sq ft
Material and input storage17.5 ft525 sq ft
Working and turning space10.5 ft315 sq ft

Shares applied to the stored 70-foot length; areas computed against the 30-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 post-frame building built specifically around working rather than storing

The use this post-frame shell could equally be bought for is a partly open building offering shelter rather than enclosure: there is no closed bay, so nothing in this building is secure and everything in it is exposed to whatever blows in. Working floor in the clear centre, benches and tooling in the post bays around it. Anything that has to be reached from three sides belongs in the centre and nothing else does.

There is no end zone at this footprint. 3 feet is circulation slack, not floor area with a purpose, and there is no bench depth between posts, so benches stand proud of the wall and the working floor shrinks by their depth. The plan is only as good as the route into it, which is a site question rather than a building one.

The 4 feet of spare width runs the whole 70-foot length — 280 square feet of wall strip. It earns its keep as shelving, staging or a walking route, not as another work bay. Whoever operates the building daily should read the plan before it is frozen, because they know where the pinch points are.

Compared with a 30 by 50 of the same width, the extra depth here adds run rather than reach: it buys about 3 work bays in line, and every position past the second is retrieved by moving what stands in front of it. Spent as a square 46 by 46 instead, the same 2,100 sq ft would stand 3 work bays 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. 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 30 by 70 plan is about 76 ft corner to corner, and the shortest useful one is the 30 ft cross-run. For a a post-frame building built specifically around working rather than storing that matters where post frame workshop sits, because shortening the 30 ft run to serve it lengthens every trip along the 70 ft dimension. Post frame lengthens cheaply and widens expensively, which shapes every expansion decision. That movement pattern, not the 2,100-square-foot total, is what decides whether the leftover 3 feet is useful here.

Equipment bays42 × 30 ft · 1,260 sq ftMaterial and input storage17.5 × 30 ft · 525 sq ftWorking and turning space10.5 × 30 ft · 315 sq ft70 ft overall length
equipment and storage allocation allocation across the 70-foot length

Height

Interior height for a 30x70 pole barn

Span drives headroom at 30x70: 30 feet of width on a 3:12 pitch puts 17.8 feet over the middle and 14 feet at the walls, so where a tall item stands matters as much as how tall it is. The span is the commitment; everything inside it is rearrangeable later, and the 30-foot dimension is not.

Height above the bench carries lighting, extraction and long material. It is the height that is actually used, unlike height above the open floor.

Insulating and lining a post-frame building is usually a later decision, and how the wall assembly between posts accepts that lining is a genuine question to put to the manufacturer.

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.

Cost drivers

Quantities that move the estimate at 30x70

The estimate at 30x70 moves with four computed quantities: 2,100 square feet of floor, 200 feet of perimeter, 2,800 square feet of wall and 2,165 square feet of roof. Everything else is site and specification. The building is fixed for decades while the operation inside it changes every few years, and the plan has to survive that.

Power, lighting and the bench run outweigh the shell here. All three are cheaper installed with the building than retrofitted.

  • 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 30x70 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.

Comparison

What changes at adjacent footprints

Computed comparison of nearby footprints for a pole barn

FootprintFloor areaWork bays
24x36864 sq ft1 (1 x 1)
30x30900 sq ft2 (2 x 1)
20x45900 sq ft2 (1 x 2)
24x40960 sq ft2 (2 x 1)
20x501,000 sq ft2 (1 x 2)

Areas computed from each stored size record; work bay counts computed with the same 13 by 20 foot planning module.

  • 24x36 moves the count from 6 to 1 work bays (1 across by 1 deep), which is the reason to choose between them.
  • 30x30 moves the count from 6 to 2 work bays (2 across by 1 deep), which is the reason to choose between them.
  • 20x45 moves the count from 6 to 2 work bays (1 across by 2 deep), which is the reason to choose between them.

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

FootprintArea Δ% ΔWork bays at that footprintWhat changes for this use
36x60+60 sq ft+2.9%4 (2 x 2)−2 work bays on the same planning module.
40x50−100 sq ft−4.8%6 (3 x 2)Same work bay count on this planning module; the difference is circulation and stored depth, not capacity.
30x80+300 sq ft+14.3%6 (2 x 3)Same work bay count on this planning module; the difference is circulation and stored depth, not capacity.
30x60−300 sq ft−14.3%4 (2 x 2)−2 work bays on the same planning module.

Areas are arithmetic on two stored size records; work bay counts use this platform's 13 by 20 foot planning module and are not a capacity statement.

Because this footprint is planned as a post-frame building built specifically around working rather than storing, the useful next reads are different from the ones a differently shaped pole barn suggests: post frame workshop, bench depth between posts, material route.

Visualization

Reading the 30x70 footprint as a pole barn

70′ length30′ width2,100 sq ft
30x70 footprint plan, drawn from the stored dimensional record
12′ eave15.8′ ridge3:12 pitch · 30′ clear span
Gable cross section at a 14-foot eave and 3:12 pitch, computing to a 17.8-foot ridge

FAQ

Questions about 30x70 pole barn projects

Take 2 ft off each wall as a working strip and the plan area drops from 2,100 to about 1,716 sq ft across 26 by 66 ft. Against that, 2 by 3 work bays occupy 1,560 sq ft and roughly 26% of the footprint stays as movement and margin. That circulation share is the number worth arguing about; the headline area is not.

The 30-ft gable takes an opening of about 22 ft clear after corner framing — 1 module-width opening. The 70-ft sidewall takes up to 3 spaced with piers, and those piers sit naturally on the 5-bay grid at 14 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 14 ft adds 420 sq ft, 20% 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 footprint holds 6 work bays — 2 across by 3 deep — and the remaining 3 feet is marginal: there is no bench depth between posts, so benches stand proud of the wall and the working floor shrinks by their depth. Those counts use a 13 by 20 foot planning module with 7 feet allowed for circulation, so a different module changes the answer.

Reserving 7 ft across the 30 ft dimension for movement leaves 23 ft of working width, which takes 1 work bays at 13 ft. Along 70 ft it takes 3 runs at 20 ft. That is 3 positions out of 2,100 sq ft, and the remainder is circulation, walls and the margin every plan needs. Whether that count is enough depends on does the post frame give this building its bench walls, or take its floor. These are planning figures computed from the footprint, not a quoted layout.

A 4-inch slab across 2,100 square feet computes to 25.9 cubic yards before thickened edges, piers or waste. The final design comes from the foundation engineer.

Over the bench run and the working position rather than evenly across the ceiling. Even lighting produces a shadow exactly where the work happens.

2,800 square feet of wall and 2,165 square feet of roof at a 3:12 pitch — the roof exceeding the floor by 3%.

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.
  • Work bay fit: Counts, leftover strips and per-module areas are computed from the stored 30x70 record against this platform's 13 by 20 foot planning module for the pole barn category, with 7 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 70-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.

70′ length30′ width2,100 sq ft
Computed from stored dimensions
Footprint plan — 30′ × 70′, drawn to the stored dimensions.Platform calculation
Front third700 sq ftCenter third700 sq ftRear third700 sq ft30′ × 70′ 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 30x70 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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