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60x100 Metal Building

Width
60 ft
Length
100 ft
Floor area
6,000 sq ft
Perimeter
320 ft
60x100 Metal Building example configuration
Example configuration — for planning purposes only.
Last updated Aug 26, 2026Reviewed under the Find Steel Buildings editorial standards

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60′ × 100′ ✓
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Footprint

Understanding the 60×100 Footprint

A 60′ × 100′ building covers 6,000 square feet with a 320 ft perimeter. Width is normally the harder dimension to change later, so it is worth settling first.

100′ length60′ width6,000 sq ft
Footprint drawn to the stated dimensions.Platform calculation
18′ eave25.5′ ridge3:12 pitch · 60′ clear span
Gable cross section at the stated eave height and roof pitch.Platform calculation

Space planning

What Can Fit in This Size?

  • Floor area

    6,000 sq ft of clear floor before any interior partitions.

  • Along the width

    60 ft across sets how much can be placed side by side and how wide an opening can be.

  • Along the length

    100 ft of length is normally divided into structural bays, which affects where partitions land.

  • Height

    At a 18 ft eave the ridge reaches about 25.5 ft at a 3:12 pitch, which sets practical door height.

Commonly considered

Building Types Commonly Considered at This Size

A useful starting point rather than a recommendation — the right type depends on how the building will be used.

Proportion

Why a 60×100 behaves the way it does

60 ft of span and 100 ft of length are two different purchases, and at this footprint they do not carry equal weight.

Six thousand square feet on a wide clear span. The length supports sequential flow, the width supports parallel activity, and the two rarely have to compete.

The tradeoff. At this scale the civil work, approach and yard around the building routinely cost as much attention as the structure.

Plan drawn to the stated dimensions.

Fit

What actually fits at 60×100

Planning guidance for early-stage layout, not a specification.

  • Multi-row racking with a wide central aisle
  • Production plus staging plus dispatch, each with its own floor
  • Indoor manoeuvring for large vehicles without reversing
  • Warehouse

    Full racking-and-aisle warehousing.

  • Industrial

    Manufacturing and fabrication floors.

  • Commercial

    Large trade or fleet premises.

  • Agricultural

    Bulk and machinery storage at scale.

Access and growth

Openings and expansion on a 60×100 shell

  • Where the openings land

    Multiple openings on both gable ends and at least one sidewall is normal; door placement here determines the entire operational layout.

  • If it has to grow later

    Extension is possible in bays but is usually planned as a phase from the outset rather than retrofitted.

Building types

Building types planned at 60×100

Each guide covers how that type is configured; the footprint page stays about the footprint.

Alternatives

60×100 against the footprints buyers weigh it against

Each alternative is a page in its own right, with its own proportion reasoning.

Where cost is handled

This page does not price the building

Dimensions and layout are settled here. What a building costs depends on specification, site and supply, so cost is handled in its own silo rather than estimated from a footprint.

See how steel building cost is broken down

Access

Planning the Openings & Access

  • Opening width

    Door width is limited by the wall it sits in and by the frame; it is confirmed with the supplier for the final design.

  • Opening placement

    Gable-end and sidewall openings lead to different interior circulation at the same footprint.

  • Walk doors and windows

    Personnel access and daylight are positioned so they do not conflict with the large openings.

Comparison

Compare Nearby Sizes

60′ × 100

6,000 sq ft

60′ × 80

4,800 sq ft

Difference: 1,200 sq ft (25% more floor area in the larger footprint). Drawn to the same scale from the stated dimensions.

60′ × 100

6,000 sq ft

80′ × 100

8,000 sq ft

Difference: 2,000 sq ft (33% more floor area in the larger footprint). Drawn to the same scale from the stated dimensions.

Computed from exact dimensions

Dimensional summary

Dimensional data

Width60 ft
Length100 ft
Floor area6,000 sq ft
Perimeter320 ft
Eave height18 ft
Ridge height25.5 ft3:12 pitch
Wall area (gross)6,210 sq ft
Roof area6,185 sq ft×1.031 slope
Slab volume111.1 cu yd6" nominal
Clear spanYes — no interior columns

Methodology

Floor area is width × length. Roof area applies the slope factor for the stated pitch to the footprint and excludes overhangs. Gross wall area includes the gable end triangles and does not deduct door or window openings. Slab volume is nominal at the stated thickness and excludes footings and thickened edges.

Type fit

Building types that work at 60x100

Type suitability at this footprint

WarehouseStrong fitclear span suits racking layout and forklift travel
Commercial / industrial buildingStrong fit18 ft eave supports dock-height and equipment access
Agricultural buildingStrong fitwide openings and interior turning room
Riding arena or recreationStrong fitunobstructed floor is the point of the span
BarndominiumPoor fitfar beyond residential need; occupancy and energy code complexity rises sharply
Metal garagePoor fitvehicle storage at this scale is a fleet building, specified differently

Overview

What a 60x100 metal building gives you

A 60x100 metal building encloses 6,000 square feet on a 60-foot clear span. This is commercial and agricultural territory rather than a large garage: the stored configuration carries an 18-foot eave, a 3:12 roof and a 6-inch nominal slab, and at that scale the building is usually specified around equipment movement, truck access and code occupancy rather than around parking bays.

The 60-foot clear width is the defining feature. It lets a truck and trailer turn inside the building, allows two rows of racking with a wide central aisle, and supports interior offices along one sidewall without obstructing the working floor. It also changes the review process: at this size and eave height, permitting, sprinkler thresholds, energy code compliance and accessibility requirements are frequently in play in a way they are not on a residential shop.

Use cases

What 6,000 square feet is actually used for

6,000 sq ft allocation patterns

UseWorking assumptionWhat the footprint supports
Warehouse and distributionTwo racking rows plus a central aisleRoughly 14 ft aisle with 60 ft depth of racking either side
Equipment and fleet shopDrive-through with two 16 ft doorsFull 60 ft turning width for trailers inside the building
Manufacturing or fabricationOpen floor with an office blockAbout 800 sq ft of office plus 5,200 sq ft of production floor
Agricultural machine shedTwo 20 ft openings on the 60 ft endImplement storage down both sidewalls with a working centre
Indoor recreation or ridingClear floor, no interior structureThe clear span is the reason this size is chosen; interior posts would defeat it

Allocation figures are arithmetic on the 60 ft × 100 ft footprint and assume no interior columns.

Open production floor80 × 60 ft · 4,800 sq ftOffice / mechanical20 × 60 ft · 1,200 sq ft100 ft overall length
Example allocation: production floor with an office and mechanical end

Foundation

Foundation and slab at this size

The stored configuration assumes a 6-inch nominal slab, reflecting forklift, truck and equipment loading. At this footprint the slab is an engineered element in its own right: joint layout, reinforcement, sub-base preparation and flatness tolerance all affect how the floor performs under wheeled loads, and none of that is contained in a nominal thickness figure. The volume shown in the dimensional table is footprint times thickness and excludes footings, thickened edges, pads and joint detailing.

  • A 60-foot clear span with an 18-foot eave produces substantial column reactions, including uplift. Footing design comes from the manufacturer's reaction table for the site's wind and seismic parameters.
  • The 320-foot perimeter drives edge form work, base trim, and — where the building is conditioned — a significant perimeter insulation and thermal-break decision under the energy code.
  • Interior floor joints and control joints should be laid out with the racking and traffic pattern in hand, because joints under wheel paths are where industrial floors fail first.
  • Site work at this scale, including grading, storm drainage and approach paving, is usually a larger variable than the building package itself.

Openings

Door openings and layout

Opening options at this scale

ConfigurationOpeningConsequence
Two large end doorsTwo 16 ft or 20 ft doorsDrive-through equipment movement; heavy headers at both ends
Dock-height door9 ft × 10 ft at dock levelRequires dock or ramp design and changes the site grading plan
Sidewall equipment doorsTwo 14 ft doors on the 100 ft wallConsumes two frame bays; useful for parallel loading
Personnel and egress doors3 ft doors distributedNumber and spacing are code-driven at commercial occupancies, not preference
Fixed glazing or windowsSidewall openingsAffects energy code compliance and wall bracing layout

Egress door count and placement follow the adopted code and occupancy classification for the site. They are not an aesthetic choice.

20 ft20 ft20 ft20 ft20 ft5 bays over 100 ft
Nominal frame bay layout along the 100 ft length

Clearance

Clear height and what fits under it

An 18-foot eave with a 3:12 pitch produces a 25.5-foot ridge on a 60-foot width. Usable clear height under the frame is lower than the eave dimension: the rafter depth, any suspended lighting, sprinkler piping and mechanical runs all reduce it, and racking heights should be checked against the clear height at the haunch rather than the eave line. Where a specific stack height matters, it is worth confirming the clear dimension at the column and at mid-span on the manufacturer's cross-section drawing before ordering racking.

18′ eave25.5′ ridge3:12 pitch · 60′ clear span
Gable cross section: 18 ft eave, 3:12 pitch, 25.5 ft ridge

Size comparison

60x100 against adjacent sizes

Adjacent footprints

SizeFloor areaWhat changes
50 × 1005,000 sq ftLoses 10 ft of width; interior trailer turning becomes tight
60 × 804,800 sq ftSame frame, fewer bays: the cheapest way to reduce area at this width
60 × 1006,000 sq ftClear span for two racking rows plus an aisle, with 100 ft of depth
60 × 1207,200 sq ftTwo more bays; usually a straight extension of the same design
80 × 1008,000 sq ftA materially heavier primary frame; a different structural class of building

FAQ

Common questions about 60x100 buildings

6,000 square feet of floor area, before any office build-out, mechanical room or mezzanine is deducted.

In practice yes. At this footprint and eave height, permit review, stamped structural drawings, occupancy classification and often fire-protection review apply in most U.S. jurisdictions. Confirm the specific requirements with the authority having jurisdiction before ordering.

Yes in the configuration tracked here. Clear span is normally the reason this width is selected — interior columns would defeat racking layouts, equipment turning and arena use.

The ridge is 25.5 feet with the stored 18-foot eave and 3:12 pitch, but usable clear height is less once rafter depth, lighting, sprinklers and mechanical runs are accounted for. Plan stack heights against the clear dimensions on the manufacturer's cross section.

Commercial-scale package prices depend on design loads, openings, slab specification and site work. Publishing a single figure without those inputs would be misleading, so this platform publishes cost data only with a documented basis, date and source.

Transparency

Sources and methodology

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 footprint.

  • 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 decide separation, egress 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 are stored per size in this platform's size record. Every derived figure on the page (floor area, perimeter, wall area, roof area, slab volume) is computed from those inputs at render time rather than transcribed.
  • Roof geometry: Roof area applies the slope factor for the stated pitch to the footprint and excludes overhangs. Ridge height is eave height plus half the width times the pitch rise over 12, which assumes a symmetrical gable.
Planning assumptionPlanning assumptions
  • Clearance and door guidance: Door and clearance statements on this page are planning guidance, not code minimums and not engineered clearances. Final opening sizes depend on the selected door system, header and track detail and must be confirmed with the door and building-system manufacturer.
  • Allocation and layout models: Layout splits are arithmetic on the stored footprint, presented as example allocation models. They are not survey findings and do not describe what buyers most often choose.

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.

Front third2,000 sq ftCenter third2,000 sq ftRear third2,000 sq ft60′ × 100′ 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
5 bays @ 20frame lines shown at each column
Computed from stored dimensions
Frame bay layout — column lines computed from the 100′ length.Platform calculation

Drawn to one scale

How it compares

60×90′ · 5,400 sq ft60×100′ · 6,000 sq ft60×110′ · 6,600 sq ft
Computed from stored dimensions
Adjacent footprints on the standard 10-foot length ladder, drawn to one scale.Platform calculation

Estimate a 60x100 building

Work from the stored dimensions of this footprint, then compare it against the sizes either side of it before you request quotes.

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