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80x80 Fire and EMS Station Building

Width
80 ft
Length
80 ft
Floor area
6,400 sq ft
Perimeter
320 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 80 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 ✓80′ × 80′ ✓
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Quick dimensions

At a Glance

  • Width

    80 ft across the gable end.

  • Length

    80 ft along the sidewall.

  • Floor area

    6,400 sq ft of clear floor.

  • Eave height

    14 ft at the sidewall on the stored profile.

Use

How a 80×80 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′ length80′ width6,400 sq ft
Footprint drawn to the stated dimensions.Platform calculation

Configuration summary

Building typeFire and EMS Station Building
Footprint80 ft × 80 ft
Floor area6,400 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 80 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

Related

Related Building Types

FAQ

Common Questions

80 ft × 80 ft is 6,400 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 80x80

The estimate at 80x80 moves with four computed quantities: 6,400 square feet of floor, 320 feet of perimeter, 4,480 square feet of wall and 6,597 square feet of roof. Everything else is site and specification. Neighbouring buildings, setbacks and the approach road often decide the orientation before the plan does.

Dedicated training space adds meaningfully to the footprint and its finishes beyond what the apparatus floor alone requires, and that addition is deliberate rather than incidental — it is what distinguishes this mode from a station with an apparatus floor only.

  • 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 80x80 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 80x80 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 separation, because combining a vehicle bay with occupied space makes the junction between them the plan's main feature.

4 training bays fit across the 80-foot width with only 0 feet left over, which is a tight fit: the width is fully committed and nothing can be widened later without moving a wall.

What distinguishes 80x80 is depth behaviour: 1 row along 80 feet after 18 feet of circulation, with 30 feet unaccounted for at the end of the run. The span is the commitment; everything inside it is rearrangeable later, and the 80-foot dimension is not.

A 80 by 80 footprint is a near-square plan: 6,400 sq ft enclosed by 320 ft of wall, at a 1:1 length-to-width proportion. Along its 80 ft dimension it takes 2 runs of training bays at 32 ft, leaving 16 ft over — the 16 ft is where the argument about this size actually happens. Taken purely as arithmetic, 80 by 80 gives 3 training bays across the 80 ft dimension once 18 ft is reserved for movement, and 2 deep along the 80 ft dimension. Run as a a station combining an apparatus floor with dedicated training or drill space under one roof, 2 ft across is below the 16 ft this use needs to be worth planning, so 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 How apparatus enters and exits governs the plan more than the number of bays does — a drive-through approach and a single-entry approach solve different problems.

At 80x80 the operating question is a specific one: 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? That is a different question from the one a fire and ems station building of another shape has to answer, and it is why this footprint is planned as a station combining an apparatus floor with dedicated training or drill space under one roof rather than as generic covered area.

Planning assumptionPlatform calculation

Areas, perimeter, roof area, ridge height, slab volume and the training bay counts on this page are computed from the stored 80x80 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 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. The apparatus floor keeps a dedicated, unobstructed zone including its own approach and door; training space, whether a drill tower footprint, a classroom, or an open floor for equipment drills, occupies a separate zone connected by circulation rather than by shared floor.

Because 30 feet clears the 16 feet this platform treats as usable, the end of the run is a room rather than a gap: 2,400 square feet for a separation zone between the apparatus floor and the training area so drills do not compete with a live response for the same door or floor space. Doors and their approaches decide more about daily use here than the enclosed area does.

Only 0 feet of width is spare, so there is no wall strip: anything set along a sidewall comes out of a training bay's clearance. The building is fixed for decades while the operation inside it changes every few years, and the plan has to survive that.

At 1:1 the plan is close enough to square that neither width nor depth is doing the arguing; what decides the layout here is where the openings go, because no proportion is forcing a direction on the floor. Spent as a square 80 by 80 instead, the same 6,400 sq ft would stand 3 training bays 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 longest internal travel on a 80 by 80 plan is about 113 ft corner to corner, and the shortest useful one is the 80 ft cross-run. For a a station combining an apparatus floor with dedicated training or drill space under one roof that matters where apparatus and training station sits, because shortening the 80 ft run to serve it lengthens every trip along the 80 ft dimension. 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 6,400-square-foot total, is what decides whether the leftover 30 feet is useful here.

Primary operating area48 × 80 ft · 3,840 sq ftCustomer or staff area17.6 × 80 ft · 1,408 sq ftBack of house and utility14.4 × 80 ft · 1,152 sq ft80 ft overall length
operating and support allocation allocation across the 80-foot length

Configurations

Configuring 4 training bays at 80x80

At 20-foot nominal bays the structure works with the layout instead of against it: one training bay per bay line, walls free of awkward half-positions. The floor treatment is a use decision that outlasts most of the equipment standing on it.

One row deep keeps the layout honest — no aisle to protect, no rear zone to serve, and the full 80-foot length available along the wall. Two operations of the same size can want opposite plans, so the arithmetic below is a starting point rather than a recommendation.

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, 80x80 is judged on whether the 4 training bays it holds match the operation, and on whether the 0 feet of spare width leaves the route this mode depends on.

  • Does the work need racking or work zones on both sides with a full vehicle lane down the middle, or does it need a second lane that this 80-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 4 training bays across

Openings are the pinch point here. With 0 feet of spare width the gable cannot host 4 separate doors, so access is either shared or moved to the 80-foot sidewall. Ground conditions and drainage decide the floor before the frame does.

The apparatus door remains the priority opening and should never open into or across the training area; a separate entrance and, where a drill tower or yard is included, its own access route, keep the two functions from sharing a threshold.

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.

Height

Interior height for a 80x80 fire and ems station building

The stored configuration carries a 14-foot eave and computes to 24 feet at the ridge on a 3:12 pitch — a 10-foot rise across 80 feet. Height is therefore not uniform, and the sidewall is the constraint. An empty building looks generous and a working one rarely does; plan against the working state.

Height on a 80 ft span is a separate decision from the 80 ft length, and it is the span that sets the frame's behavior. Raising the eave over 6,400 sq ft affects every bay along the 80 ft dimension, so the test is whether apparatus and training station genuinely needs the extra clear height or only the floor area.

Ventilation across 6,400 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.

Usable area

How the 6,400 square feet divides at 80x80

Computed training bay fit for a 80x80 fire and ems station building

MeasureComputed at this footprint
Training bays across the 80-foot width4 at a 20-foot module
Leftover width0 ft (0 sq ft as a full-length strip)
Rows along the 80-foot length1 at a 32-foot module after 18 ft of circulation
Leftover depth30 ft (2,400 sq ft across the width)
Total training bays4
Share of floor committed40%

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 80-foot length — planning model, not survey data

ZoneLength along the buildingComputed area
Primary operating area48 ft3,840 sq ft
Customer or staff area17.6 ft1,408 sq ft
Back of house and utility14.4 ft1,152 sq ft

Shares applied to the stored 80-foot length; areas computed against the 80-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
40x702,800 sq ft4 (2 x 2)
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)

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

  • 40x70 holds the same 4 training bays but changes the leftover depth by -30 feet, which is where the difference is actually felt.
  • 30x100 moves the count from 4 to 1 training bays (1 across by 1 deep), which is the reason to choose between them.
  • 50x60 moves the count from 4 to 3 training bays (3 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
60x100−400 sq ft−6.2%3 (3 x 1)−1 training bay on the same planning module.
60x120+800 sq ft+12.5%12 (3 x 4)+8 training bays on the same planning module.
80x100+1,600 sq ft+25%12 (4 x 3)+8 training bays on the same planning module.
60x80−1,600 sq ft−25%6 (3 x 2)+2 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 80x80 footprint as a fire and ems station building

80′ length80′ width6,400 sq ft
80x80 footprint plan, drawn from the stored dimensional record
12′ eave22′ ridge3:12 pitch · 80′ clear span
Gable cross section at a 14-foot eave and 3:12 pitch, computing to a 24-foot ridge

FAQ

Questions about 80x80 fire and ems station building projects

4 training bays fit across the 80-foot width with only 0 feet left over, which is a tight fit: the width is fully committed and nothing can be widened later without moving a wall. Those counts use a 20 by 32 foot planning module with 18 feet allowed for circulation, so a different module changes the answer.

Reserving 18 ft across the 80 ft dimension for movement leaves 62 ft of working width, which takes 3 training bays at 20 ft. Along 80 ft it takes 2 runs at 32 ft. That is 6 positions out of 6,400 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.

A 4-inch slab across 6,400 square feet computes to 79 cubic yards before thickened edges, piers or waste. The final design comes from the foundation engineer.

It can be planned that way, but doing so routinely blurs the separation this mode depends on. If overflow storage is a real need, it is better planned as its own zone than absorbed into training space.

4,480 square feet of wall and 6,597 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.
  • Training bay fit: Counts, leftover strips and per-module areas are computed from the stored 80x80 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 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.

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′ length80′ width6,400 sq ft
Computed from stored dimensions
Footprint plan — 80′ × 80′, drawn to the stored dimensions.Platform calculation
Front third2,133 sq ftCenter third2,133 sq ftRear third2,133 sq ft80′ × 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 80x80 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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