Building Types
40x60 Fire and EMS Station Building
- Width
- 40 ft
- Length
- 60 ft
- Floor area
- 2,400 sq ft
- Perimeter
- 200 ft

Example
Example Configuration

Get Quotes for a 40×60 Fire and EMS Station Building
Quick dimensions
At a Glance
Width
40 ft across the gable end.
Length
60 ft along the sidewall.
Floor area
2,400 sq ft of clear floor.
Eave height
14 ft at the sidewall on the stored profile.
Use
How a 40×60 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
Configuration summary
| Building type | Fire and EMS Station Building |
|---|---|
| Footprint | 40 ft × 60 ft |
| Floor area | 2,400 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 40 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
Example configuration — for planning purposes only.
FAQ
Common Questions
40 ft × 60 ft is 2,400 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 40x60
The estimate at 40x60 moves with four computed quantities: 2,400 square feet of floor, 200 feet of perimeter, 2,800 square feet of wall and 2,474 square feet of roof. Everything else is site and specification. The mezzanine that is added afterwards is the change order that reprices the frame.
The reduced support program is what keeps a substation smaller than a primary station of the same bay count; adding quarters, a full kitchen or training space here erodes that cost advantage without adding coverage.
- apparatus door height and width
- drive-through bays versus reverse-in bays
- exhaust capture in the bays
- crew quarters as a separate conditioned envelope
Overview
A 40x60 fire and ems station building planned as a compact satellite substation extending coverage from a larger station without duplicating its full support functions
This page is ordered around separation, because combining a vehicle bay with occupied space makes the junction between them the plan's main feature.
The footprint holds 2 coverage bays — 2 across by 1 deep — and leaves 20 feet of depth for a minimal crew space sized for a short stay rather than a full shift, keeping the footprint close to what the bay and its apparatus require.
What distinguishes 40x60 is depth behaviour: 1 row along 60 feet after 10 feet of circulation, with 20 feet unaccounted for at the end of the run. Temperature swing on a steel shell drives condensation decisions that outrank most layout preferences.
A 40 by 60 footprint is a clearly directional plan: 2,400 sq ft enclosed by 200 ft of wall, at a 1.5:1 length-to-width proportion. Along its 60 ft dimension it takes 2 runs of coverage bays at 30 ft, leaving 0 ft over — the 0 ft is where the argument about this size actually happens. A substation exists to extend geographic coverage, not to replicate everything the primary station offers, and the planning discipline is resisting the urge to add rooms that belong at the main station instead. The bay and a minimal support area are usually the whole program. 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 compact satellite substation extending coverage from a larger station without duplicating its full support functions. Spent as a square 49 by 49 instead, the same 2,400 sq ft would stand 2 coverage bays 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 40 by 50 of the same width, the extra depth here adds run rather than reach: it buys about 2 coverage bays in line, and every position past the second is retrieved by moving what stands in front of it. At this scale the building is usually operated by one or two people who know where everything is, so the plan can be loose and the doors matter more than the divisions. The longest internal travel on a 40 by 60 plan is about 72 ft corner to corner, and the shortest useful one is the 40 ft cross-run. For a a compact satellite substation extending coverage from a larger station without duplicating its full support functions that matters where satellite fire substation sits, because shortening the 40 ft run to serve it lengthens every trip along the 60 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.
Areas, perimeter, roof area, ridge height, slab volume and the coverage bay counts on this page are computed from the stored 40x60 record and this platform's planning module for the fire and ems station building category.
Allocation
Dividing the floor for a compact satellite substation extending coverage from a larger station without duplicating its full support functions
The staffing and turnout pattern this station could equally be planned for is a continuously staffed station with living quarters separated from the apparatus floor: there is no buffer between quarters and the bay, so noise, exhaust and traffic from the apparatus floor reach the living space directly. Most of the footprint is the apparatus bay itself; support space is limited to what a short-duration stay requires — a small office or paperwork surface, restroom, and basic gear storage — rather than full quarters, a kitchen or training space.
The 20-foot leftover depth is 800 square feet across the full width — deep enough to plan deliberately, and at this footprint it goes to a minimal crew space sized for a short stay rather than a full shift, keeping the footprint close to what the bay and its apparatus require. The count of working positions, not the headline area, is the figure that survives contact with the operation.
The 10 feet of spare width runs the whole 60-foot length — 600 square feet of wall strip. It earns its keep as shelving, staging or a walking route, not as another coverage bay. Access, not area, is what makes a plan feel small once it is in use.
Spent as a square 49 by 49 instead, the same 2,400 sq ft would stand 2 coverage bays 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 40 by 50 of the same width, the extra depth here adds run rather than reach: it buys about 2 coverage bays in line, and every position past the second is retrieved by moving what stands in front of it. At this scale the building is usually operated by one or two people who know where everything is, so the plan can be loose and the doors matter more than the divisions. The longest internal travel on a 40 by 60 plan is about 72 ft corner to corner, and the shortest useful one is the 40 ft cross-run. For a a compact satellite substation extending coverage from a larger station without duplicating its full support functions that matters where satellite fire substation sits, because shortening the 40 ft run to serve it lengthens every trip along the 60 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 2,400-square-foot total, is what decides whether the leftover 20 feet is useful here.
Configurations
Configuring 2 coverage bays at 40x60
Nominal bay division computes to 3 bays at about 20 feet, wider than the 15-foot module — so a position can sit inside a bay without a frame line splitting it. Set the openings before the interior, because the openings cannot move and the interior can.
One row deep keeps the layout honest — no aisle to protect, no rear zone to serve, and the full 60-foot length available along the wall. Where the building sits on the site changes how much of this floor is genuinely reachable.
Extension is cheapest along the 60 ft dimension, where each added bay repeats work already framed; widening past 40 ft is a different frame rather than a longer one. Growing to 40 by 90 adds a 3th run of coverage bays — useful if the constraint is coverage bays rather than the 0 ft already spare at the far end.
Configured as a compact satellite substation extending coverage from a larger station without duplicating its full support functions, 40x60 is judged on whether the 2 coverage 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 parked lanes, or two lanes and a moving lane wide enough for equipment to pass, or does it need a second lane that this 40-foot span cannot give?
- Is the 60-foot length being bought for depth, or for the repeated bays — five or six repeated bays, so functions are assigned bay by bay?
- Is the tallest apparatus dimension measured with everything mounted?
- Drive-through or reverse-in, and what does the apron allow?
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 coverage bays across
One opening per position works on this gable: 2 across 40 feet, with 10 feet of wall to distribute as piers. Splitting that margin evenly is what keeps the elevation buildable. Fire separation, egress and occupancy are determined for the specific building and can reshape this plan entirely.
A single apparatus door sized to the housed apparatus and a personnel door are typically sufficient; the modest scale of this mode rarely justifies the dual-door drive-through arrangement used at higher-volume stations.
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 40x60 fire and ems station building
The stored configuration carries a 14-foot eave and computes to 19 feet at the ridge on a 3:12 pitch — a 5-foot rise across 40 feet. Height is therefore not uniform, and the sidewall is the constraint. Snow, wind and site exposure change what this shape costs to build long before the interior plan does.
Height on a 40 ft span is a separate decision from the 60 ft length, and it is the span that sets the frame's behavior. Raising the eave over 2,400 sq ft affects every bay along the 60 ft dimension, so the test is whether satellite fire substation genuinely needs the extra clear height or only the floor area.
Ventilation across 2,400 square feet at this height: exhaust capture in the bays is planned as part of the building rather than added afterwards.
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 2,400 square feet divides at 40x60
Computed coverage bay fit for a 40x60 fire and ems station building
| Measure | Computed at this footprint |
|---|---|
| Coverage bays across the 40-foot width | 2 at a 15-foot module |
| Leftover width | 10 ft (600 sq ft as a full-length strip) |
| Rows along the 60-foot length | 1 at a 30-foot module after 10 ft of circulation |
| Leftover depth | 20 ft (800 sq ft across the width) |
| Total coverage bays | 2 |
| Share of floor committed | 38% |
Module footprint used here is 15 by 30 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 60-foot length — planning model, not survey data
| Zone | Length along the building | Computed area |
|---|---|---|
| Primary operating area | 36 ft | 1,440 sq ft |
| Customer or staff area | 13.2 ft | 528 sq ft |
| Back of house and utility | 10.8 ft | 432 sq ft |
Shares applied to the stored 60-foot length; areas computed against the 40-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.
Comparison
What changes at adjacent footprints
Computed comparison of nearby footprints for a fire and ems station building
| Footprint | Floor area | Coverage bays |
|---|---|---|
| 24x40 | 960 sq ft | 1 (1 x 1) |
| 20x50 | 1,000 sq ft | 0 (1 x 0) |
| 25x40 | 1,000 sq ft | 1 (1 x 1) |
| 30x35 | 1,050 sq ft | 0 (1 x 0) |
| 30x36 | 1,080 sq ft | 0 (2 x 0) |
Areas computed from each stored size record; coverage bay counts computed with the same 15 by 30 foot planning module.
- 24x40 moves the count from 2 to 1 coverage bays (1 across by 1 deep), which is the reason to choose between them.
- 20x50 moves the count from 2 to 0 coverage bays (1 across by 0 deep), which is the reason to choose between them.
- 25x40 moves the count from 2 to 1 coverage bays (1 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 coverage bays
| Footprint | Area Δ | % Δ | Coverage bays at that footprint | What changes for this use |
|---|---|---|---|---|
| 50x50 | +100 sq ft | +4.2% | 3 (3 x 1) | +1 coverage bay on the same planning module. |
| 36x60 | −240 sq ft | −10% | 2 (2 x 1) | Same coverage bay count on this planning module; the difference is circulation and stored depth, not capacity. |
| 40x70 | +400 sq ft | +16.7% | 4 (2 x 2) | +2 coverage bays on the same planning module. |
| 40x50 | −400 sq ft | −16.7% | 2 (2 x 1) | Same coverage bay count on this planning module; the difference is circulation and stored depth, not capacity. |
Areas are arithmetic on two stored size records; coverage bay counts use this platform's 15 by 30 foot planning module and are not a capacity statement.
Because this footprint is planned as a compact satellite substation extending coverage from a larger station without duplicating its full support functions, the useful next reads are different from the ones a differently shaped fire and ems station building suggests: satellite fire substation, coverage bay planning, minimal support station layout.
Visualization
Reading the 40x60 footprint as a fire and ems station building
FAQ
Questions about 40x60 fire and ems station building projects
Length here buys 1 row and 3 nominal bays; width buys 2 positions side by side. At this aspect ratio both dimensions are still adding usable positions.
Reserving 10 ft across the 40 ft dimension for movement leaves 30 ft of working width, which takes 2 coverage bays at 15 ft. Along 60 ft it takes 2 runs at 30 ft. That is 4 positions out of 2,400 sq ft, and the remainder is circulation, walls and the margin every plan needs. Whether that count is enough depends on does this footprint deliberately do less than the main station, or is it quietly trying to duplicate the main station's full program at a smaller size. These are planning figures computed from the footprint, not a quoted layout.
Bays are added in length; the door height established for the tallest apparatus effectively fixes the building Practically, the 60-foot dimension is the one that extends; the 40-foot span is fixed once the frames are set.
Coverage and response planning done by the department and its authority having jurisdiction, not the building program — the substation's design should follow that decision rather than anticipate it.
About 800 square feet across the width — enough for a minimal crew space sized for a short stay rather than a full shift, keeping the footprint close to what the bay and its apparatus require.
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.
- Coverage bay fit: Counts, leftover strips and per-module areas are computed from the stored 40x60 record against this platform's 15 by 30 foot planning module for the fire and ems station building category, with 10 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 60-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.
Compare 40x60 fire and ems station building configurations
Review the allocation models for this footprint side by side, then estimate the configuration you intend to build.




