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50x150 Equipment Storage Building

Width
50 ft
Length
150 ft
Floor area
7,500 sq ft
Perimeter
400 ft
Concept visualization of a equipment storage building at a representative 65 by 120 foot size; not a real project.
Example Configuration
equipment storage building concept visualization at a representative 65x120 size.Example configuration — for planning purposes only
Last updated Aug 27, 2026Reviewed under the Find Steel Buildings editorial standards

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Equipment Storage Building ✓50′ × 150′ ✓
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Use

How a 50×150 Equipment Storage Building 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 50 by 150 foot equipment storage building
Equipment Storage Building 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

    50 ft across the gable end.

  • Length

    150 ft along the sidewall.

  • Floor area

    7,500 sq ft of clear floor.

  • Eave height

    14 ft at the sidewall on the stored profile.

Configuration

How This Building Is Configured

150′ length50′ width7,500 sq ft
Footprint drawn to the stated dimensions.Platform calculation

Configuration summary

Building typeEquipment Storage Building
Footprint50 ft × 150 ft
Floor area7,500 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 50 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 Equipment Storage Building

  • 130′ length50′ width6,500 sq ft

    50′ × 130′

    6,500 sq ft

  • 170′ length50′ width8,500 sq ft

    50′ × 170′

    8,500 sq ft

  • 150′ length40′ width6,000 sq ft

    40′ × 150′

    6,000 sq ft

Related

Related Building Types

FAQ

Common Questions

50 ft × 150 ft is 7,500 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.

Cost drivers

Quantities that move the estimate at 50x150

The estimate at 50x150 moves with four computed quantities: 7,500 square feet of floor, 400 feet of perimeter, 5,600 square feet of wall and 7,731 square feet of roof. Everything else is site and specification. The plan is only as good as the route into it, which is a site question rather than a building one.

Proportion drives cost here as much as size does: 400 ft of wall around 7,500 sq ft is 0.053 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 consolidated store replacing several scattered buildings is the fit-out store consolidation planning implies, along with framed openings and the height chosen for the 50 ft span.

  • full-width door openings and their operation
  • opening height set by the largest machine
  • condensation control above stored equipment
  • security provisions and hardware
Why we don't quote thisWe do not state 50x150 equipment storage building 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.

Overview

A 50x150 equipment storage building planned as a consolidated store replacing several scattered buildings

This page is ordered around height and clearance, because at 50x150 the 14-foot eave limits a equipment storage building sooner than the plan does.

The footprint holds 12 machine positions — 3 across by 4 deep — and the remaining 12 feet is marginal: there is no zoned edge, so previously separate holdings mix on one floor and nobody is responsible for any part of it.

Commitment first: 67% of the 7,500 square feet goes to machine positions at 420 square feet each, and 1,350 square feet survives as edge strip. A footprint is worth its own decision when that split lands where the work does. Fire separation, egress and occupancy are determined for the specific building and can reshape this plan entirely.

An equipment storage building is an enclosed machinery store: it is planned around protecting parked capital at density and still being able to retrieve any one machine. Turnover here is episodic: a machine may sit for weeks and then be wanted immediately. A 50 by 150 footprint is a long corridor of a plan: 7,500 sq ft enclosed by 400 ft of wall, at a 3:1 length-to-width proportion. Along its 150 ft dimension it takes 5 runs of machine positions at 28 ft, leaving 10 ft over — the 10 ft is where the argument about this size actually happens. Consolidation is the usual reason a very large machinery store is built, and its real difficulty is organizational rather than dimensional. Machinery that used to live in three places arrives with three sets of habits, and a single undivided floor lets all three erode. The plan's job is to keep the zones legible. An enclosed store protects capital that is standing still, which is a different job from housing capital that is working.

This footprint is planned as a consolidated store replacing several scattered buildings. Traffic at this scale becomes two-way, which is a change in kind rather than degree. The route needs a direction convention and enough width for a machine to pass another without either leaving the aisle. Attachments multiply faster than machines and quietly consume the positions planned for machines. What it holds is self-propelled machines, attachments and implements that represent a large capital holding standing still.

Planning assumptionPlatform calculation

Areas, perimeter, roof area, ridge height, slab volume and the machine position counts on this page are computed from the stored 50x150 record and this platform's planning module for the equipment storage building category.

Height

Interior height for a 50x150 equipment storage building

The stored configuration carries a 14-foot eave and computes to 20.3 feet at the ridge on a 3:12 pitch — a 6.3-foot rise across 50 feet. Height is therefore not uniform, and the sidewall is the constraint. Circulation width is the first thing surrendered under pressure and the first thing missed afterwards.

One height across a very large footprint is a substantial commitment, so this is the scale at which a stepped or mixed-height arrangement deserves genuine consideration rather than a passing mention.

Ventilation across 7,500 square feet at this height: an enclosed building holding equipment that arrives wet needs air movement to avoid corrosion in storage.

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.

Usable area

How the 7,500 square feet divides at 50x150

Computed machine position fit for a 50x150 equipment storage building

MeasureComputed at this footprint
Machine positions across the 50-foot width3 at a 15-foot module
Leftover width5 ft (750 sq ft as a full-length strip)
Rows along the 150-foot length4 at a 28-foot module after 26 ft of circulation
Leftover depth12 ft (600 sq ft across the width)
Total machine positions12
Share of floor committed67%

Module footprint used here is 15 by 28 feet, this platform's planning module for a equipment storage building. It is not a code minimum or an engineered clearance.

Example allocation of the 150-foot length — planning model, not survey data

ZoneLength along the buildingComputed area
Equipment bays90 ft4,500 sq ft
Material and input storage37.5 ft1,875 sq ft
Working and turning space22.5 ft1,125 sq ft

Shares applied to the stored 150-foot length; areas computed against the 50-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 consolidated store replacing several scattered buildings

The perimeter is fully enclosed and lockable, because protection from weather and from theft is the reason the building exists. The storage pattern this floor drifts toward as the holding grows is a single-aisle machinery store with everything reachable from one run: there is no attachment wall, so attachments occupy floor that a machine could have used and are moved every time one is retrieved. Dividing the 7,500 sq ft by the 15 by 28 ft machine position gives roughly 5 positions before circulation is deducted a second time for cross movement. Whether the plan keeps 5 or drops to 1 comes back to the question this footprint is really answering: when several stores become one, who owns which part of the floor?

There is no end zone at this footprint. 12 feet is circulation slack, not floor area with a purpose, and there is no zoned edge, so previously separate holdings mix on one floor and nobody is responsible for any part of it. The mezzanine that is added afterwards is the change order that reprices the frame.

The 5 feet of spare width runs the whole 150-foot length — 750 square feet of wall strip. It earns its keep as shelving, staging or a walking route, not as another machine position. Storage expands until it meets a wall, so give it a wall on purpose.

Traffic at this scale becomes two-way, which is a change in kind rather than degree. The route needs a direction convention and enough width for a machine to pass another without either leaving the aisle. Attachments multiply faster than machines and quietly consume the positions planned for machines. What it holds is self-propelled machines, attachments and implements that represent a large capital holding standing still. That movement pattern, not the 7,500-square-foot total, is what decides whether the leftover 12 feet is useful here.

Equipment bays90 × 50 ft · 4,500 sq ftMaterial and input storage37.5 × 50 ft · 1,875 sq ftWorking and turning space22.5 × 50 ft · 1,125 sq ft150 ft overall length
equipment and storage allocation allocation across the 150-foot length

Openings

Openings for 3 machine positions across

The 50-foot gable can carry 3 openings, one per machine position, with 5 feet of wall left for piers between and beside them — the arrangement that keeps each position independently reachable. Two feet of spare width reads as nothing on a plan and as a great deal when a machine is being turned.

The 50 ft ends and the 150 ft sides offer very different opening budgets: 50 ft of end wall has room for one wide opening or two modest ones, while 150 ft of side wall can carry several without the openings competing. On this plan the deciding factor is whether store consolidation planning or zoning a large machinery floor should be the first thing reached from the door.

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.

Configurations

Configuring 12 machine positions at 50x150

At 25-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. Judge the plan by what has to happen on the worst day of the year, not on an average one.

With 4 rows deep, the rear row is behind the front one. Without a route past it, those machine positions become storage positions rather than working ones — the real cost of depth at this width. Rows that cannot be entered independently end up used as one long space.

A consolidated store should be planned with one extendable flank kept clear of yard infrastructure. Consolidation tends to attract further consolidation, and the second phase is far cheaper when the ground beside it was left alone.

Configured as a consolidated store replacing several scattered buildings, 50x150 is judged on whether the 12 machine positions it holds match the operation, and on whether the 5 feet of spare width leaves the route this mode depends on.

  • Does the work need three lanes and a working lane, or two lanes with an interior work hall between them, or does it need a second lane that this 50-foot span cannot give?
  • Is the 150-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?
  • What is the largest machine, and does the opening clear it with the cab up?
  • Which machine leaves most often, and is it parked where it can?
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.

Comparison

What changes at adjacent footprints

Computed comparison of nearby footprints for a equipment storage building

FootprintFloor areaMachine positions
30x1003,000 sq ft6 (2 x 3)
50x603,000 sq ft4 (4 x 1)
40x803,200 sq ft6 (3 x 2)
60x603,600 sq ft3 (3 x 1)
50x804,000 sq ft6 (3 x 2)

Areas computed from each stored size record; machine position counts computed with the same 15 by 28 foot planning module.

  • 30x100 moves the count from 12 to 6 machine positions (2 across by 3 deep), which is the reason to choose between them.
  • 50x60 moves the count from 12 to 4 machine positions (4 across by 1 deep), which is the reason to choose between them.
  • 40x80 moves the count from 12 to 6 machine positions (3 across by 2 deep), which is the reason to choose between them.

Nearby footprints read for a equipment storage building: exact change in area and in planning machine positions

FootprintArea Δ% ΔMachine positions at that footprintWhat changes for this use
60x120−300 sq ft−4%12 (4 x 3)Same machine position count on this planning module; the difference is circulation and stored depth, not capacity.
80x100+500 sq ft+6.7%10 (5 x 2)−2 machine positions on the same planning module.
50x120−1,500 sq ft−20%9 (3 x 3)−3 machine positions on the same planning module.
60x150+1,500 sq ft+20%12 (3 x 4)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 15 by 28 foot planning module and are not a capacity statement.

Because this footprint is planned as a consolidated store replacing several scattered buildings, the useful next reads are different from the ones a differently shaped equipment storage building suggests: store consolidation planning, zoning a large machinery floor, two-way machine traffic.

Visualization

Reading the 50x150 footprint as a equipment storage building

150′ length50′ width7,500 sq ft
50x150 footprint plan, drawn from the stored dimensional record
12′ eave18.3′ ridge3:12 pitch · 50′ clear span
Gable cross section at a 14-foot eave and 3:12 pitch, computing to a 20.3-foot ridge

FAQ

Questions about 50x150 equipment storage building projects

The footprint holds 12 machine positions — 3 across by 4 deep — and the remaining 12 feet is marginal: there is no zoned edge, so previously separate holdings mix on one floor and nobody is responsible for any part of it. Those counts use a 15 by 28 foot planning module with 26 feet allowed for circulation, so a different module changes the answer.

Reserving 26 ft across the 50 ft dimension for movement leaves 24 ft of working width, which takes 1 machine positions at 15 ft. Along 150 ft it takes 5 runs at 28 ft. That is 5 positions out of 7,500 sq ft, and the remainder is circulation, walls and the margin every plan needs. Whether that count is enough depends on when several stores become one, who owns which part of the floor. These are planning figures computed from the footprint, not a quoted layout.

A 4-inch slab across 7,500 square feet computes to 92.6 cubic yards before thickened edges, piers or waste. The final design comes from the foundation engineer.

Once two machines can be moving at once, a direction convention is worth adopting. The specific traffic arrangement is a site safety decision made by the operator rather than a property of the building.

5,600 square feet of wall and 7,731 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.
  • Machine position fit: Counts, leftover strips and per-module areas are computed from the stored 50x150 record against this platform's 15 by 28 foot planning module for the equipment storage building category, with 26 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 150-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.

150′ length50′ width7,500 sq ft
Computed from stored dimensions
Footprint plan — 50′ × 150′, drawn to the stored dimensions.Platform calculation
Front third2,500 sq ftCenter third2,500 sq ftRear third2,500 sq ft50′ × 150′ 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

Compare 50x150 equipment storage building configurations

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

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