Building Types
60x150 Industrial Steel Building
- Width
- 60 ft
- Length
- 150 ft
- Floor area
- 9,000 sq ft
- Perimeter
- 420 ft
Quick dimensions
At a Glance
Width
60 ft across the gable end.
Length
150 ft along the sidewall.
Floor area
9,000 sq ft of clear floor.
Eave height
14 ft at the sidewall on the stored profile.
Configuration
How This Building Is Configured
Configuration summary
| Building type | Industrial Building |
|---|---|
| Footprint | 60 ft × 150 ft |
| Floor area | 9,000 sq ft |
| Eave height | 14 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 is commonly the governing dimension here, because clearance for the tallest item sets the door and the wall.
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.
Use
How a 60×150 Industrial Building May Be Used
Production or storage flow
Material entering one end and leaving the other is a common organising principle.
Loading access
Dock or grade-level door placement is usually decided before the frame layout.
Racking and clear height
Usable stacking height depends on eave height and any interior structure.
Equipment and services
Power, compressed air and lighting layouts follow the bay spacing.
Example
Example Configuration
Access
Doors & Access Considerations
Opening width
Across a 60 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 Industrial Building
60′ × 130′
7,800 sq ft
60′ × 170′
10,200 sq ft
50′ × 150′
7,500 sq ft
Related
Related Building Types
Warehouse
Explore
Manufacturing Building
Explore
Distribution Center
Explore
Commercial Building
Explore
Example configuration — for planning purposes only.
FAQ
Common Questions
60 ft × 150 ft is 9,000 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 60x150 industrial building planned as a building whose operation is governed by the yard that serves it
This page is ordered around height, because it is the most expensive dimension in this building and the least evenly used part of it.
The footprint holds 4 transfer positions — 2 across by 2 deep — and leaves 18 feet of depth for a staging depth inside the doors where loads stand between the vehicle and their final position.
Efficiency is the useful number here: 2,250 square feet of enclosed floor per transfer position, against a 1210-square-foot module. That is generous — the footprint is doing more than hold modules. Storage expands until it meets a wall, so give it a wall on purpose.
A 60 by 150 footprint is a long corridor of a plan: 9,000 sq ft enclosed by 420 ft of wall, at a 2.5:1 length-to-width proportion. Along its 150 ft dimension it takes 2 runs of transfer positions at 55 ft, leaving 40 ft over — the 40 ft is where the argument about this size actually happens. Taken purely as arithmetic, 60 by 150 gives 1 transfer positions across the 60 ft dimension once 22 ft is reserved for movement, and 2 deep along the 150 ft dimension. Run as a a building whose operation is governed by the yard that serves it, 16 ft across is enough to be worth planning: a staging depth inside the doors where loads stand between the vehicle and their final position The apron outside the doors takes more punishment than the floor inside them and is more often under-specified.
At 60x150 the operating question is a specific one: how many vehicles does this frontage serve at once, and does the building have the depth to stage what they bring? That is a different question from the one a industrial building of another shape has to answer, and it is why this footprint is planned as a building whose operation is governed by the yard that serves it rather than as generic covered area.
Areas, perimeter, roof area, ridge height, slab volume and the transfer position counts on this page are computed from the stored 60x150 record and this platform's planning module for the industrial building category.
Height
Interior height for a 60x150 industrial building
Across a 60-foot span the 3:12 pitch adds 7.5 feet between eave and ridge. The centreline measures 21.5 feet; anything parked or stacked near a wall lives with the 14-foot eave. The plan is only as good as the route into it, which is a site question rather than a building one.
Height serves stacking above the staging area rather than the vehicles themselves, which is what makes vertical use of the staging depth the cheapest capacity in this plan.
Ventilation across 9,000 square feet at this height: process air is a design requirement rather than general comfort ventilation.
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 9,000 square feet divides at 60x150
Computed transfer position fit for a 60x150 industrial building
| Measure | Computed at this footprint |
|---|---|
| Transfer positions across the 60-foot width | 2 at a 22-foot module |
| Leftover width | 16 ft (2,400 sq ft as a full-length strip) |
| Rows along the 150-foot length | 2 at a 55-foot module after 22 ft of circulation |
| Leftover depth | 18 ft (1,080 sq ft across the width) |
| Total transfer positions | 4 |
| Share of floor committed | 54% |
Module footprint used here is 22 by 55 feet, this platform's planning module for a industrial building. It is not a code minimum or an engineered clearance.
Example allocation of the 150-foot length — planning model, not survey data
| Zone | Length along the building | Computed area |
|---|---|---|
| Production floor | 82.5 ft | 4,950 sq ft |
| Material handling and staging | 42 ft | 2,520 sq ft |
| Support, office and utility | 25.5 ft | 1,530 sq ft |
Shares applied to the stored 150-foot length; areas computed against the 60-foot width.
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 building whose operation is governed by the yard that serves it
The servicing pattern this shell could equally be operated under is a single serviced work floor operated by one occupier: there is no services strip, so the panel, the air line and the welfare corner sit against the working floor and are worked around. Staging depth is measured from the door inward and protected from encroachment, because it is the space that stops one arrival blocking the next. Everything that can be stored deep is stored deep.
The 18-foot leftover depth is 1,080 square feet across the full width — deep enough to plan deliberately, and at this footprint it goes to a staging depth inside the doors where loads stand between the vehicle and their final position. Judge the plan by what has to happen on the worst day of the year, not on an average one.
The 16 feet of spare width runs the whole 150-foot length — 2,400 square feet of wall strip. It earns its keep as shelving, staging or a walking route, not as another transfer position. Rows that cannot be entered independently end up used as one long space.
Compared with a 60 by 110 of the same width, the extra depth here adds run rather than reach: it buys about 2 transfer positions in line, and every position past the second is retrieved by moving what stands in front of it. Spent as a square 95 by 95 instead, the same 9,000 sq ft would stand 3 transfer 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. 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. The longest internal travel on a 60 by 150 plan is about 162 ft corner to corner, and the shortest useful one is the 60 ft cross-run. For a a building whose operation is governed by the yard that serves it that matters where yard served building sits, because shortening the 60 ft run to serve it lengthens every trip along the 150 ft dimension. Staff parking, deliveries and waste collection compete for the same corner of almost every industrial site. That movement pattern, not the 9,000-square-foot total, is what decides whether the leftover 18 feet is useful here.
Configurations
Configuring 4 transfer positions at 60x150
Nominal bay division computes to 6 bays at about 25 feet, wider than the 22-foot module — so a position can sit inside a bay without a frame line splitting it. Circulation width is the first thing surrendered under pressure and the first thing missed afterwards.
Depth here creates a hierarchy: 2 rows means front positions get used and rear positions get filled. Deciding which is which up front is what keeps 60x150 workable. Two feet of spare width reads as nothing on a plan and as a great deal when a machine is being turned.
Extension is cheapest along the 150 ft dimension, where each added bay repeats work already framed; widening past 60 ft is a different frame rather than a longer one. Growing to 60 by 205 adds a 3th run of transfer positions — useful if the constraint is transfer positions rather than the 40 ft already spare at the far end.
Configured as a building whose operation is governed by the yard that serves it, 60x150 is judged on whether the 4 transfer positions it holds match the operation, and on whether the 16 feet of spare width leaves the route this mode depends on.
- Does the work need four lanes across, or two lanes flanking an interior work hall, or does it need a second lane that this 60-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 direction does material flow, and are the openings at the right ends?
- Is overhead handling planned, and has that been raised as an engineering requirement?
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.
Openings
Openings for 2 transfer positions across
One opening per position works on this gable: 2 across 60 feet, with 16 feet of wall to distribute as piers. Splitting that margin evenly is what keeps the elevation buildable. Whoever operates the building daily should read the plan before it is frozen, because they know where the pinch points are.
The 60 ft ends and the 150 ft sides offer very different opening budgets: 60 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 yard served building or staging depth should be the first thing reached from the door.
Handling at fixed points matched to the flow, so a door in the wrong place turns into a permanent double handling cost.
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.
Comparison
What changes at adjacent footprints
Computed comparison of nearby footprints for a industrial building
| Footprint | Floor area | Transfer positions |
|---|---|---|
| 60x60 | 3,600 sq ft | 2 (2 x 1) |
| 50x80 | 4,000 sq ft | 2 (2 x 1) |
| 40x100 | 4,000 sq ft | 1 (1 x 1) |
| 60x80 | 4,800 sq ft | 2 (2 x 1) |
| 40x120 | 4,800 sq ft | 1 (1 x 1) |
Areas computed from each stored size record; transfer position counts computed with the same 22 by 55 foot planning module.
- 60x60 moves the count from 4 to 2 transfer positions (2 across by 1 deep), which is the reason to choose between them.
- 50x80 moves the count from 4 to 2 transfer positions (2 across by 1 deep), which is the reason to choose between them.
- 40x100 moves the count from 4 to 1 transfer positions (1 across by 1 deep), which is the reason to choose between them.
Nearby footprints read for a industrial building: exact change in area and in planning transfer positions
| Footprint | Area Δ | % Δ | Transfer positions at that footprint | What changes for this use |
|---|---|---|---|---|
| 80x120 | +600 sq ft | +6.7% | 4 (2 x 2) | Same transfer position count on this planning module; the difference is circulation and stored depth, not capacity. |
| 80x100 | −1,000 sq ft | −11.1% | 2 (2 x 1) | −2 transfer positions on the same planning module. |
| 50x150 | −1,500 sq ft | −16.7% | 4 (2 x 2) | Same transfer position count on this planning module; the difference is circulation and stored depth, not capacity. |
| 60x120 | −1,800 sq ft | −20% | 4 (2 x 2) | Same transfer position count on this planning module; the difference is circulation and stored depth, not capacity. |
Areas are arithmetic on two stored size records; transfer position counts use this platform's 22 by 55 foot planning module and are not a capacity statement.
Because this footprint is planned as a building whose operation is governed by the yard that serves it, the useful next reads are different from the ones a differently shaped industrial building suggests: yard served building, staging depth, vehicle frontage planning.
Visualization
Reading the 60x150 footprint as a industrial building
FAQ
Questions about 60x150 industrial building projects
The footprint holds 4 transfer positions — 2 across by 2 deep — and leaves 18 feet of depth for a staging depth inside the doors where loads stand between the vehicle and their final position. Those counts use a 22 by 55 foot planning module with 22 feet allowed for circulation, so a different module changes the answer.
Reserving 22 ft across the 60 ft dimension for movement leaves 38 ft of working width, which takes 1 transfer positions at 22 ft. Along 150 ft it takes 2 runs at 55 ft. That is 2 positions out of 9,000 sq ft, and the remainder is circulation, walls and the margin every plan needs. Whether that count is enough depends on how many vehicles does this frontage serve at once, and does the building have the depth to stage what they bring. These are planning figures computed from the footprint, not a quoted layout.
A 4-inch slab across 9,000 square feet computes to 111.1 cubic yards before thickened edges, piers or waste. The final design comes from the foundation engineer.
Because without it every load is handled twice and the second handling happens while the next vehicle is waiting. Staging is the buffer that lets arrivals and put-away run at different speeds.
5,880 square feet of wall and 9,277 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
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.
- 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.
- Transfer position fit: Counts, leftover strips and per-module areas are computed from the stored 60x150 record against this platform's 22 by 55 foot planning module for the industrial building category, with 22 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 production and industrial operations and are applied arithmetically to the stored 150-foot length.
- 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 60x150
Quantities, not prices, are publishable here: roof cladding runs 9,277 square feet — 3% above the 9,000-square-foot floor at a 3:12 pitch — with 111.1 cubic yards of nominal slab beneath it. Daylight placement changes how a floor is used far more than its cost suggests.
Doors, the apron and the yard surface carry the cost that distinguishes this building. Under-building the apron is a false economy, because it fails under exactly the traffic the building exists to attract.
- clear height for plant and handling
- power capacity and distribution to plant positions
- slab requirements under fixed equipment, which are an engineering item
- opening positions at the flow ends
Drawn to scale
Plans and dimensions
Every drawing below is generated from the exact dimensions for this building, so proportions and areas are accurate.
Compare 60x150 industrial building configurations
Review the allocation models for this footprint side by side, then estimate the configuration you intend to build.