Building Types
50x150 Steel Office Building
- Width
- 50 ft
- Length
- 150 ft
- Floor area
- 7,500 sq ft
- Perimeter
- 400 ft

Example
Example Configuration

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.
Use
How a 50×150 Steel Office Building May Be Used
Customer-facing area
Frontage, entry placement and glazing are planned with local requirements in mind.
Back-of-house
Storage and staff areas are commonly separated from the public floor.
Parking and approach
Site circulation often has more effect on the layout than the building itself.
Future fit-out
Clear-span interiors leave partition placement to the fit-out stage.
Configuration
How This Building Is Configured
Configuration summary
| Building type | Steel Office Building |
|---|---|
| Footprint | 50 ft × 150 ft |
| Floor area | 7,500 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 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 Steel Office Building
50′ × 130′
6,500 sq ft
50′ × 170′
8,500 sq ft
40′ × 150′
6,000 sq ft
Related
Related Building Types
Example configuration — for planning purposes only.
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
No price appears on this page. The quantities that scale an estimate at 50x150 are 7,500 square feet of slab, 92.6 cubic yards of nominal concrete, 5,600 square feet of wall cladding and 7,731 square feet of roof cladding. Security and after-hours access are easier to design in the door layout than to bolt on later.
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 office space attached to a working or storage area in one building is the fit-out office and operations building implies, along with framed openings and the height chosen for the 50 ft span.
- interior partitions, ceilings and finishes across the whole floor
- the service core with restrooms and kitchen
- air handling for continuous occupancy
- small-power and data distribution density
Overview
A 50x150 steel office building planned as office space attached to a working or storage area in one building
This page is ordered around the enclosed space that supports the open floor, because focus and call rooms are what make open desking usable and are the first thing cut.
The footprint holds 27 office zones — 3 across by 9 deep — and the remaining 6 feet is marginal: there is no transition zone, so the working side's dirt, noise and traffic arrive in the office through a single door.
Read this footprint through its span. 50 feet across is the fixed constraint; 150 feet of length is the negotiable one, and at 3 to 1 the building is long for its width, so movement runs front to back. Judge the plan by what has to happen on the worst day of the year, not on an average one.
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 10 runs of office zones at 15 ft, leaving 0 ft over — the 0 ft is where the argument about this size actually happens. A combined building saves a second structure and creates one interface, and that interface is the plan. Noise, dust and traffic move one way through it; supervision and paperwork move the other, and the transition zone is what lets both happen. Occupant load, egress and accessibility are determined for the specific project by the design professional and the authority having jurisdiction.
This footprint is planned as office space attached to a working or storage area in one building. Compared with a 50 by 110 of the same width, the extra depth here adds run rather than reach: it buys about 10 office zones in line, and every position past the second is retrieved by moving what stands in front of it. Spent as a square 87 by 87 instead, the same 7,500 sq ft would stand 6 office zones across rather than 3, and would trade this plan's length for parallel access. That is the width-against-depth decision this footprint has already made. At this size the building becomes a shared resource, and shared resources need a written rule for who parks where and which door is kept clear. The two sides run different hours, temperatures and noise levels. Services, heating and access are usually planned separately even though the roof is shared. Data and power distribution are cheaper installed with the fit-out than added to it.
Areas, perimeter, roof area, ridge height, slab volume and the office zone counts on this page are computed from the stored 50x150 record and this platform's planning module for the steel office building category.
Allocation
Dividing the floor for office space attached to a working or storage area in one building
The work pattern this floor could equally be planned around is an office of individual rooms, planned around privacy and corridors: there is no support core, so shared functions sit in the corridor and every use of them is heard through two doors. Dividing the 7,500 sq ft by the 13 by 15 ft office zone gives roughly 30 positions before circulation is deducted a second time for cross movement. Whether the plan keeps 30 or drops to 20 comes back to the question this footprint is really answering: what happens in the doorway between the quiet side and the working side?
Treating the last 6 feet as a room is the recurring planning error at 50x150: there is no transition zone, so the working side's dirt, noise and traffic arrive in the office through a single door. Rows that cannot be entered independently end up used as one long space.
The 11 feet of spare width runs the whole 150-foot length — 1,650 square feet of wall strip. It earns its keep as shelving, staging or a walking route, not as another office zone. Circulation width is the first thing surrendered under pressure and the first thing missed afterwards.
Compared with a 50 by 110 of the same width, the extra depth here adds run rather than reach: it buys about 10 office zones in line, and every position past the second is retrieved by moving what stands in front of it. Spent as a square 87 by 87 instead, the same 7,500 sq ft would stand 6 office zones across rather than 3, and would trade this plan's length for parallel access. That is the width-against-depth decision this footprint has already made. At this size the building becomes a shared resource, and shared resources need a written rule for who parks where and which door is kept clear. The two sides run different hours, temperatures and noise levels. Services, heating and access are usually planned separately even though the roof is shared. Data and power distribution are cheaper installed with the fit-out than added to it. That movement pattern, not the 7,500-square-foot total, is what decides whether the leftover 6 feet is useful here.
Usable area
How the 7,500 square feet divides at 50x150
Computed office zone fit for a 50x150 steel office building
| Measure | Computed at this footprint |
|---|---|
| Office zones across the 50-foot width | 3 at a 13-foot module |
| Leftover width | 11 ft (1,650 sq ft as a full-length strip) |
| Rows along the 150-foot length | 9 at a 15-foot module after 9 ft of circulation |
| Leftover depth | 6 ft (300 sq ft across the width) |
| Total office zones | 27 |
| Share of floor committed | 70% |
Module footprint used here is 13 by 15 feet, this platform's planning module for a steel office 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 |
|---|---|---|
| Primary operating area | 90 ft | 4,500 sq ft |
| Customer or staff area | 33 ft | 1,650 sq ft |
| Back of house and utility | 27 ft | 1,350 sq ft |
Shares applied to the stored 150-foot length; areas computed against the 50-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.
Configurations
Configuring 27 office zones at 50x150
At 25-foot nominal bays the structure works with the layout instead of against it: one office zone per bay line, walls free of awkward half-positions. Two feet of spare width reads as nothing on a plan and as a great deal when a machine is being turned.
Depth here creates a hierarchy: 9 rows means front positions get used and rear positions get filled. Deciding which is which up front is what keeps 50x150 workable. The plan is only as good as the route into it, which is a site question rather than a building one.
The operational side grows and the office rarely does, so the extension direction is decided at placement.
Configured as office space attached to a working or storage area in one building, 50x150 is judged on whether the 27 office zones it holds match the operation, and on whether the 11 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 finished ceiling height do you want, and what service zone sits above it?
- Where does the service core go, and does the desk plan work around it?
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.
Height
Interior height for a 50x150 steel office building
Across a 50-foot span the 3:12 pitch adds 6.3 feet between eave and ridge. The centreline measures 20.3 feet; anything parked or stacked near a wall lives with the 14-foot eave. Whoever operates the building daily should read the plan before it is frozen, because they know where the pinch points are.
The working side sets the height and the office side does not need it, which argues for a lower office volume rather than a uniform one.
Ventilation across 7,500 square feet at this height: continuous occupancy at desk density makes air handling a core system rather than an accessory.
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.
Openings
Openings for 3 office zones across
One opening per position works on this gable: 3 across 50 feet, with 11 feet of wall to distribute as piers. Splitting that margin evenly is what keeps the elevation buildable. Daylight placement changes how a floor is used far more than its cost suggests.
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 office and operations building or transition zone should be the first thing reached from the door.
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 steel office building
| Footprint | Floor area | Office zones |
|---|---|---|
| 30x100 | 3,000 sq ft | 12 (2 x 6) |
| 50x60 | 3,000 sq ft | 9 (3 x 3) |
| 40x80 | 3,200 sq ft | 8 (2 x 4) |
| 60x60 | 3,600 sq ft | 12 (4 x 3) |
| 50x80 | 4,000 sq ft | 12 (3 x 4) |
Areas computed from each stored size record; office zone counts computed with the same 13 by 15 foot planning module.
- 30x100 moves the count from 27 to 12 office zones (2 across by 6 deep), which is the reason to choose between them.
- 50x60 moves the count from 27 to 9 office zones (3 across by 3 deep), which is the reason to choose between them.
- 40x80 moves the count from 27 to 8 office zones (2 across by 4 deep), which is the reason to choose between them.
Nearby footprints read for a steel office building: exact change in area and in planning office zones
| Footprint | Area Δ | % Δ | Office zones at that footprint | What changes for this use |
|---|---|---|---|---|
| 60x120 | −300 sq ft | −4% | 24 (4 x 6) | −3 office zones on the same planning module. |
| 80x100 | +500 sq ft | +6.7% | 25 (5 x 5) | −2 office zones on the same planning module. |
| 50x120 | −1,500 sq ft | −20% | 21 (3 x 7) | −6 office zones on the same planning module. |
| 60x150 | +1,500 sq ft | +20% | 36 (4 x 9) | +9 office zones on the same planning module. |
Areas are arithmetic on two stored size records; office zone counts use this platform's 13 by 15 foot planning module and are not a capacity statement.
Because this footprint is planned as office space attached to a working or storage area in one building, the useful next reads are different from the ones a differently shaped steel office building suggests: office and operations building, transition zone, separate entrances.
Visualization
Reading the 50x150 footprint as a steel office building
FAQ
Questions about 50x150 steel office building projects
The width leaves 11 feet spare after 3 office zones. That margin absorbs wall storage and passing room. Width is the dimension that cannot be extended later.
Reserving 9 ft across the 50 ft dimension for movement leaves 41 ft of working width, which takes 3 office zones at 13 ft. Along 150 ft it takes 10 runs at 15 ft. That is 30 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 what happens in the doorway between the quiet side and the working side. These are planning figures computed from the footprint, not a quoted layout.
Length here buys 9 rows and 6 nominal bays; width buys 3 positions side by side. At this aspect ratio the building is already long for its span, so extra length adds depth rather than capacity.
No — visitors and operations traffic want different doors, different surfaces and often different hours.
The plan is re-partitioned as headcount changes; adding building length is a late resort compared with re-planning Practically, the 150-foot dimension is the one that extends; the 50-foot span is fixed once the frames are set.
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.
- Office zone fit: Counts, leftover strips and per-module areas are computed from the stored 50x150 record against this platform's 13 by 15 foot planning module for the steel office building category, with 9 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 commercial and customer-facing 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.
Drawn to scale
Plans and dimensions
Every drawing below is generated from the exact dimensions for this building, so proportions and areas are accurate.
Continue your research
Related planning topics
Background reading on the questions this page raises. None of these pages sells anything.
Compare 50x150 steel office building configurations
Review the allocation models for this footprint side by side, then estimate the configuration you intend to build.




