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60x80 Fire and EMS Station Building

Width
60 ft
Length
80 ft
Floor area
4,800 sq ft
Perimeter
280 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 60 by 80 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 ✓60′ × 80′ ✓
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Quick dimensions

At a Glance

  • Width

    60 ft across the gable end.

  • Length

    80 ft along the sidewall.

  • Floor area

    4,800 sq ft of clear floor.

  • Eave height

    18 ft at the sidewall on the stored profile.

Use

How a 60×80 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

80′ length60′ width4,800 sq ft
Footprint drawn to the stated dimensions.Platform calculation

Configuration summary

Building typeFire and EMS Station Building
Footprint60 ft × 80 ft
Floor area4,800 sq ft
Eave height18 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 60 ft gable end, the practical opening width is limited by the frame and confirmed with the supplier.

  • Opening height

    A 18 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.

Related

Related Building Types

FAQ

Common Questions

60 ft × 80 ft is 4,800 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 60x80 fire and ems station building planned as a continuously staffed station with living quarters separated from the apparatus floor

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 6 quarters modules — 3 across by 2 deep — and leaves 16 feet of depth for a buffer zone between living quarters and the apparatus bay that carries the alert path without putting sleeping or dining space directly against the bay wall.

Efficiency is the useful number here: 800 square feet of enclosed floor per quarters module, against a 432-square-foot module. That is generous — the footprint is doing more than hold modules. Rows that cannot be entered independently end up used as one long space.

A 60 by 80 footprint is a mildly directional plan: 4,800 sq ft enclosed by 280 ft of wall, at a 1.3:1 length-to-width proportion. Along its 80 ft dimension it takes 3 runs of quarters modules at 24 ft, leaving 8 ft over — the 8 ft is where the argument about this size actually happens. A staffed station is occupied around the clock, so it has to work as living space and as a response building at the same time, and those two roles pull in opposite directions — quarters want quiet and separation, the apparatus floor wants a direct route to it. The plan's central decision is how much distance to put between them without lengthening the response path. 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 continuously staffed station with living quarters separated from the apparatus floor. Spent as a square 69 by 69 instead, the same 4,800 sq ft would stand 2 quarters modules across rather than 2, and would trade this plan's length for parallel access. That is the width-against-depth decision this footprint has already made. Compared with a 60 by 60 of the same width, the extra depth here adds run rather than reach: it buys about 3 quarters modules in line, and every position past the second is retrieved by moving what stands in front of it. This is the scale at which informal habits start to fail: two people working at once need the routes named on the plan rather than agreed by memory. The building runs on two schedules at once — daily living routines and an interruption sequence that has to work at any hour. Furniture, doors and floor finishes in the connecting zone are chosen for that interruption sequence rather than for the daily routine alone. Clearance in the apparatus bay follows the tallest apparatus expected to be housed there, not the ceiling height anywhere else in the building.

Planning assumptionPlatform calculation

Areas, perimeter, roof area, ridge height, slab volume and the quarters module counts on this page are computed from the stored 60x80 record and this platform's planning module for the fire and ems station building category.

Allocation

Dividing the floor for a continuously staffed station with living quarters separated from the apparatus floor

The staffing and turnout pattern this station could equally be planned for is a station where apparatus enters at one end of the bay and exits the other, never reversing on site: there is no clear apron at both ends, so an apparatus returning while another is staged blocks the through route entirely. Dividing the 4,800 sq ft by the 18 by 24 ft quarters module gives roughly 6 positions before circulation is deducted a second time for cross movement. Whether the plan keeps 6 or drops to 3 comes back to the question this footprint is really answering: does the route from quarters to the apparatus stay short and direct, while the quarters themselves stay separated enough from the bay to function as a place to rest?

Depth arithmetic leaves a working end zone here. 960 square feet sits past the last row, which is why 60x80 tends to be planned with a buffer zone between living quarters and the apparatus bay that carries the alert path without putting sleeping or dining space directly against the bay wall designed in rather than added later. Circulation width is the first thing surrendered under pressure and the first thing missed afterwards.

Spare width is the more valuable of the two leftovers here: a continuous 6-foot strip beats the same area stranded at the end of the run, because it touches every position along the way. Two feet of spare width reads as nothing on a plan and as a great deal when a machine is being turned.

Spent as a square 69 by 69 instead, the same 4,800 sq ft would stand 2 quarters modules across rather than 2, and would trade this plan's length for parallel access. That is the width-against-depth decision this footprint has already made. Compared with a 60 by 60 of the same width, the extra depth here adds run rather than reach: it buys about 3 quarters modules in line, and every position past the second is retrieved by moving what stands in front of it. This is the scale at which informal habits start to fail: two people working at once need the routes named on the plan rather than agreed by memory. The building runs on two schedules at once — daily living routines and an interruption sequence that has to work at any hour. Furniture, doors and floor finishes in the connecting zone are chosen for that interruption sequence rather than for the daily routine alone. Clearance in the apparatus bay follows the tallest apparatus expected to be housed there, not the ceiling height anywhere else in the building. That movement pattern, not the 4,800-square-foot total, is what decides whether the leftover 16 feet is useful here.

Primary operating area48 × 60 ft · 2,880 sq ftCustomer or staff area17.6 × 60 ft · 1,056 sq ftBack of house and utility14.4 × 60 ft · 864 sq ft80 ft overall length
operating and support allocation allocation across the 80-foot length

Height

Interior height for a 60x80 fire and ems station building

Across a 60-foot span the 4:12 pitch adds 10 feet between eave and ridge. The centreline measures 28 feet; anything parked or stacked near a wall lives with the 18-foot eave. Daylight placement changes how a floor is used far more than its cost suggests.

Quarters and administrative space can use residential or office-scale ceiling heights, while the apparatus bay needs its own clearance for the equipment housed there — treating the whole building as one uniform height wastes volume in the living areas or shortchanges the bay.

Ventilation across 4,800 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 6 quarters modules at 60x80

At 20-foot nominal bays the structure works with the layout instead of against it: one quarters module per bay line, walls free of awkward half-positions. The plan is only as good as the route into it, which is a site question rather than a building one.

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 60x80 workable. Whoever operates the building daily should read the plan before it is frozen, because they know where the pinch points are.

Extension is cheapest along the 80 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 104 adds a 4th run of quarters modules — useful if the constraint is quarters modules rather than the 8 ft already spare at the far end.

Configured as a continuously staffed station with living quarters separated from the apparatus floor, 60x80 is judged on whether the 6 quarters modules it holds match the operation, and on whether the 6 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 80-foot length being bought for depth, or for the repeated bays — six to eight repeated bays, and the bay line becomes the organising device for the whole plan?
  • 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 3 quarters modules across

The 60-foot gable can carry 3 openings, one per quarters module, with 6 feet of wall left for piers between and beside them — the arrangement that keeps each position independently reachable. Security and after-hours access are easier to design in the door layout than to bolt on later.

The 60 ft ends and the 80 ft sides offer very different opening budgets: 60 ft of end wall has room for one wide opening or two modest ones, while 80 ft of side wall can carry several without the openings competing. On this plan the deciding factor is whether staffed fire station quarters or apparatus bay to quarters route 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 4,800 square feet divides at 60x80

Computed quarters module fit for a 60x80 fire and ems station building

MeasureComputed at this footprint
Quarters modules across the 60-foot width3 at a 18-foot module
Leftover width6 ft (480 sq ft as a full-length strip)
Rows along the 80-foot length2 at a 24-foot module after 16 ft of circulation
Leftover depth16 ft (960 sq ft across the width)
Total quarters modules6
Share of floor committed54%

Module footprint used here is 18 by 24 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 80-foot length — planning model, not survey data

ZoneLength along the buildingComputed area
Primary operating area48 ft2,880 sq ft
Customer or staff area17.6 ft1,056 sq ft
Back of house and utility14.4 ft864 sq ft

Shares applied to the stored 80-foot length; areas computed against the 60-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 areaQuarters modules
40x502,000 sq ft2 (2 x 1)
30x702,100 sq ft4 (2 x 2)
36x602,160 sq ft2 (2 x 1)
30x802,400 sq ft1 (1 x 1)
40x602,400 sq ft2 (2 x 1)

Areas computed from each stored size record; quarters module counts computed with the same 18 by 24 foot planning module.

  • 40x50 moves the count from 6 to 2 quarters modules (2 across by 1 deep), which is the reason to choose between them.
  • 30x70 moves the count from 6 to 4 quarters modules (2 across by 2 deep), which is the reason to choose between them.
  • 36x60 moves the count from 6 to 2 quarters modules (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 quarters modules

FootprintArea Δ% ΔQuarters modules at that footprintWhat changes for this use
50x100+200 sq ft+4.2%3 (3 x 1)−3 quarters modules on the same planning module.
50x80−800 sq ft−16.7%3 (3 x 1)−3 quarters modules on the same planning module.
60x100+1,200 sq ft+25%3 (3 x 1)−3 quarters modules on the same planning module.
60x60−1,200 sq ft−25%4 (4 x 1)−2 quarters modules on the same planning module.

Areas are arithmetic on two stored size records; quarters module counts use this platform's 18 by 24 foot planning module and are not a capacity statement.

Because this footprint is planned as a continuously staffed station with living quarters separated from the apparatus floor, the useful next reads are different from the ones a differently shaped fire and ems station building suggests: staffed fire station quarters, apparatus bay to quarters route, 24-hour station layout.

Visualization

Reading the 60x80 footprint as a fire and ems station building

80′ length60′ width4,800 sq ft
60x80 footprint plan, drawn from the stored dimensional record
18′ eave28′ ridge4:12 pitch · 60′ clear span
Gable cross section at a 18-foot eave and 4:12 pitch, computing to a 28-foot ridge

FAQ

Questions about 60x80 fire and ems station building projects

About 960 square feet across the width — enough for a buffer zone between living quarters and the apparatus bay that carries the alert path without putting sleeping or dining space directly against the bay wall.

Reserving 16 ft across the 60 ft dimension for movement leaves 44 ft of working width, which takes 2 quarters modules at 18 ft. Along 80 ft it takes 3 runs at 24 ft. That is 6 positions out of 4,800 sq ft, and the remainder is circulation, walls and the margin every plan needs. Whether that count is enough depends on does the route from quarters to the apparatus stay short and direct, while the quarters themselves stay separated enough from the bay to function as a place to rest. These are planning figures computed from the footprint, not a quoted layout.

It depends on the tallest apparatus with everything mounted on it, measured at the door. The stored configuration computes to 28 feet at the ridge, but the eave is the number that governs anything standing near a wall.

Usually not directly on it — separating public-facing space from the crew's living areas keeps quarters functioning as a place to rest between calls.

The footprint holds 6 quarters modules — 3 across by 2 deep — and leaves 16 feet of depth for a buffer zone between living quarters and the apparatus bay that carries the alert path without putting sleeping or dining space directly against the bay wall. Those counts use a 18 by 24 foot planning module with 16 feet allowed for circulation, so a different module changes the answer.

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.
  • Quarters module fit: Counts, leftover strips and per-module areas are computed from the stored 60x80 record against this platform's 18 by 24 foot planning module for the fire and ems station building category, with 16 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 80-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.

Cost drivers

Quantities that move the estimate at 60x80

Quantities, not prices, are publishable here: roof cladding runs 5,060 square feet — 5% above the 4,800-square-foot floor at a 4:12 pitch — with 74.1 cubic yards of nominal slab beneath it. The span is the commitment; everything inside it is rearrangeable later, and the 60-foot dimension is not.

Living quarters, kitchen facilities and the separation between zones add substantially more finished interior area than an unstaffed station of the same bay count, since a meaningful share of the building exists purely to support continuous occupancy.

  • 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 60x80 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.

Drawn to scale

Plans and dimensions

Every drawing below is generated from the exact dimensions for this building, so proportions and areas are accurate.

80′ length60′ width4,800 sq ft
Computed from stored dimensions
Footprint plan — 60′ × 80′, drawn to the stored dimensions.Platform calculation
Front third1,600 sq ftCenter third1,600 sq ftRear third1,600 sq ft60′ × 80′ 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 60x80 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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