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50x150 Fire and EMS Station Building

Width
50 ft
Length
150 ft
Floor area
7,500 sq ft
Perimeter
400 ft
Concept visualization of a steel fire station at a representative 70 by 110 foot size; not a real project.
Example Configuration
steel fire station concept visualization at a representative 70x110 size.Example configuration — for planning purposes only
Last updated Aug 27, 2026Reviewed under the Find Steel Buildings editorial standards

Example

Example Configuration

Example configuration of a 50 by 150 foot fire and ems station building
Fire and EMS Station Building shown as an example configuration — for planning purposes only. Doors, colors and openings are specified for the actual project.

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Fire and EMS Station Building ✓50′ × 150′ ✓
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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 Fire and EMS Station Building May Be Used

  • Assembly space

    Clear-span width determines how the main space can be arranged and seated.

  • Support rooms

    Ancillary rooms are commonly placed along one side or at one end.

  • Access and egress

    Entrance and exit placement follows the occupancy requirements for the use.

  • Acoustics and finish

    Interior treatment is specified with the intended activity in mind.

Configuration

How This Building Is Configured

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

Configuration summary

Building typeFire and EMS Station 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 Fire and EMS Station 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. Height is the dimension people regret; it cannot be added later without rebuilding the frame line.

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 station combining an apparatus floor with dedicated training or drill space under one roof is the fit-out apparatus and training station implies, along with framed openings and the height chosen for the 50 ft span.

  • apparatus door height and width
  • drive-through bays versus reverse-in bays
  • exhaust capture in the bays
  • crew quarters as a separate conditioned envelope
Why we don't quote thisWe do not state 50x150 fire and ems station 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 fire and ems station building planned as a station combining an apparatus floor with dedicated training or drill space under one roof

This page is ordered around quarters buffer, because that is the decision this footprint settles first and every later choice follows from it.

The footprint holds 8 training bays — 2 across by 4 deep — and the remaining 4 feet is marginal: there is no separation zone, so a drill in progress has to be cleared entirely before the apparatus floor can be used for an actual response.

Commitment first: 68% of the 7,500 square feet goes to training bays at 640 square feet each, and 1,700 square feet survives as edge strip. A footprint is worth its own decision when that split lands where the work does. What the building holds in its busiest week is the honest brief; the rest of the year is slack.

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 4 runs of training bays at 32 ft, leaving 22 ft over — the 22 ft is where the argument about this size actually happens. Combining an apparatus floor with training or drill space multiplies the building's use but also multiplies the ways one activity can interfere with the other, so the central planning task is drawing a boundary — physical or procedural — that keeps a drill from ever standing between apparatus and its door. A substation earns its size by doing deliberately less than a primary station, not by quietly duplicating the primary station's full program at a smaller footprint.

This footprint is planned as a station combining an apparatus floor with dedicated training or drill space under one roof. Compared with a 50 by 110 of the same width, the extra depth here adds run rather than reach: it buys about 4 training bays 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 3 training 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 size the building becomes a shared resource, and shared resources need a written rule for who parks where and which door is kept clear. Two independent activities need to run without either one waiting on the other, so scheduling and layout both matter: the apparatus response sequence has to be assumed possible at any time, including during a scheduled drill. Living quarters and the apparatus floor pull in opposite directions: one wants quiet separation, the other wants a short, direct route, and the plan has to hold both at once.

Planning assumptionPlatform calculation

Areas, perimeter, roof area, ridge height, slab volume and the training bay counts on this page are computed from the stored 50x150 record and this platform's planning module for the fire and ems station building category.

Allocation

Dividing the floor for a station combining an apparatus floor with dedicated training or drill space under one roof

The staffing and turnout pattern this station could equally be planned for is a compact satellite substation extending coverage from a larger station without duplicating its full support functions: there is no minimal crew space set aside, so any waiting or paperwork happens on the apparatus floor itself. Dividing the 7,500 sq ft by the 20 by 32 ft training bay gives roughly 4 positions before circulation is deducted a second time for cross movement. Whether the plan keeps 4 or drops to 1 comes back to the question this footprint is really answering: can the training area be used at full activity while the apparatus bay stays clear and ready, or does one always have to stand down for the other?

There is no end zone at this footprint. 4 feet is circulation slack, not floor area with a purpose, and there is no separation zone, so a drill in progress has to be cleared entirely before the apparatus floor can be used for an actual response. Plan the exit as carefully as the entrance; buildings are emptied under more time pressure than they are filled.

Spare width is the more valuable of the two leftovers here: a continuous 10-foot strip beats the same area stranded at the end of the run, because it touches every position along the way. Interior divisions are the last decision that should be fixed, because they are the first one that usually changes.

Compared with a 50 by 110 of the same width, the extra depth here adds run rather than reach: it buys about 4 training bays 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 3 training 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 size the building becomes a shared resource, and shared resources need a written rule for who parks where and which door is kept clear. Two independent activities need to run without either one waiting on the other, so scheduling and layout both matter: the apparatus response sequence has to be assumed possible at any time, including during a scheduled drill. Living quarters and the apparatus floor pull in opposite directions: one wants quiet separation, the other wants a short, direct route, and the plan has to hold both at once. That movement pattern, not the 7,500-square-foot total, is what decides whether the leftover 4 feet is useful here.

Primary operating area90 × 50 ft · 4,500 sq ftCustomer or staff area33 × 50 ft · 1,650 sq ftBack of house and utility27 × 50 ft · 1,350 sq ft150 ft overall length
operating and support allocation allocation across the 150-foot length

Height

Interior height for a 50x150 fire and ems station building

Span drives headroom at 50x150: 50 feet of width on a 3:12 pitch puts 20.3 feet over the middle and 14 feet at the walls, so where a tall item stands matters as much as how tall it is. Long spans buy flexibility that is only worth paying for if the operation actually changes shape.

Training space often needs different clearance than the apparatus bay — a drill tower or hose-drying area may want more height than the bay itself — so each zone's height should be set by its own use rather than by matching the bay uniformly.

Ventilation across 7,500 square feet at this height: exhaust capture in the bays is planned as part of the building rather than added afterwards.

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.

Configurations

Configuring 8 training bays at 50x150

Nominal bay division computes to 6 bays at about 25 feet, wider than the 20-foot module — so a position can sit inside a bay without a frame line splitting it. Utilities entering on the wrong elevation quietly rewrite the interior layout.

With 4 rows deep, the rear row is behind the front one. Without a route past it, those training bays become storage positions rather than working ones — the real cost of depth at this width. Insulating later is possible; framing for insulation later is much harder.

Training space typically expands independently of the apparatus floor, since drill and classroom needs change on a different schedule than apparatus counts do; keeping the two zones physically separate from the outset makes that independent growth straightforward.

Configured as a station combining an apparatus floor with dedicated training or drill space under one roof, 50x150 is judged on whether the 8 training bays it holds match the operation, and on whether the 10 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?
  • Is the tallest apparatus dimension measured with everything mounted?
  • Drive-through or reverse-in, and what does the apron allow?
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.

Openings

Openings for 2 training bays across

The 50-foot gable can carry 2 openings, one per training bay, with 10 feet of wall left for piers between and beside them — the arrangement that keeps each position independently reachable. Depth is bought cheaply and width expensively, which is why this proportion tends to be argued about before anything else.

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 apparatus and training station or drill space planning 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.

Usable area

How the 7,500 square feet divides at 50x150

Computed training bay fit for a 50x150 fire and ems station building

MeasureComputed at this footprint
Training bays across the 50-foot width2 at a 20-foot module
Leftover width10 ft (1,500 sq ft as a full-length strip)
Rows along the 150-foot length4 at a 32-foot module after 18 ft of circulation
Leftover depth4 ft (200 sq ft across the width)
Total training bays8
Share of floor committed68%

Module footprint used here is 20 by 32 feet, this platform's planning module for a fire and ems station 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
Primary operating area90 ft4,500 sq ft
Customer or staff area33 ft1,650 sq ft
Back of house and utility27 ft1,350 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.

Comparison

What changes at adjacent footprints

Computed comparison of nearby footprints for a fire and ems station building

FootprintFloor areaTraining bays
30x1003,000 sq ft1 (1 x 1)
50x603,000 sq ft3 (3 x 1)
40x803,200 sq ft2 (2 x 1)
60x603,600 sq ft4 (4 x 1)
50x804,000 sq ft3 (3 x 1)

Areas computed from each stored size record; training bay counts computed with the same 20 by 32 foot planning module.

  • 30x100 moves the count from 8 to 1 training bays (1 across by 1 deep), which is the reason to choose between them.
  • 50x60 moves the count from 8 to 3 training bays (3 across by 1 deep), which is the reason to choose between them.
  • 40x80 moves the count from 8 to 2 training bays (2 across by 1 deep), which is the reason to choose between them.

Nearby footprints read for a fire and ems station building: exact change in area and in planning training bays

FootprintArea Δ% ΔTraining bays at that footprintWhat changes for this use
60x120−300 sq ft−4%12 (3 x 4)+4 training bays on the same planning module.
80x100+500 sq ft+6.7%12 (4 x 3)+4 training bays on the same planning module.
50x120−1,500 sq ft−20%6 (2 x 3)−2 training bays on the same planning module.
60x150+1,500 sq ft+20%12 (3 x 4)+4 training bays on the same planning module.

Areas are arithmetic on two stored size records; training bay counts use this platform's 20 by 32 foot planning module and are not a capacity statement.

Because this footprint is planned as a station combining an apparatus floor with dedicated training or drill space under one roof, the useful next reads are different from the ones a differently shaped fire and ems station building suggests: apparatus and training station, drill space planning, combined training fire station.

Visualization

Reading the 50x150 footprint as a fire and ems station 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 fire and ems station building projects

Bays are added in length; the door height established for the tallest apparatus effectively fixes the building Practically, the 150-foot dimension is the one that extends; the 50-foot span is fixed once the frames are set.

Reserving 18 ft across the 50 ft dimension for movement leaves 32 ft of working width, which takes 1 training bays at 20 ft. Along 150 ft it takes 4 runs at 32 ft. That is 4 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 can the training area be used at full activity while the apparatus bay stays clear and ready, or does one always have to stand down for the other. These are planning figures computed from the footprint, not a quoted layout.

Not enough for a planned room at this footprint: there is no separation zone, so a drill in progress has to be cleared entirely before the apparatus floor can be used for an actual response.

Either can work; the deciding factor is usually site layout and how training activity should relate to the apparatus floor, which is a planning decision made with the department rather than a fixed rule.

It depends on the tallest apparatus with everything mounted on it, measured at the door. The stored configuration computes to 20.3 feet at the ridge, but the eave is the number that governs anything standing near a wall.

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.
  • Training bay fit: Counts, leftover strips and per-module areas are computed from the stored 50x150 record against this platform's 20 by 32 foot planning module for the fire and ems station building category, with 18 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.
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 fire and ems station building configurations

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

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