Building Types
60x100 Fire and EMS Station Building
- Width
- 60 ft
- Length
- 100 ft
- Floor area
- 6,000 sq ft
- Perimeter
- 320 ft
Example
Example Configuration
Get Quotes for a 60×100 Fire and EMS Station Building
Quick dimensions
At a Glance
Width
60 ft across the gable end.
Length
100 ft along the sidewall.
Floor area
6,000 sq ft of clear floor.
Eave height
18 ft at the sidewall on the stored profile.
Use
How a 60×100 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 | 60 ft × 100 ft |
| Floor area | 6,000 sq ft |
| Eave height | 18 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.
Similar sizes
Other Sizes for a Fire and EMS Station Building
Related
Related Building Types
Example configuration — for planning purposes only.
FAQ
Common Questions
60 ft × 100 ft is 6,000 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 60x100 fire and ems station building planned as a station where apparatus enters at one end of the bay and exits the other, never reversing on site
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 3 drive-through bays — 3 across by 1 deep — and leaves 24 feet of depth for a clear apron at both ends of the bay so an apparatus entering as another departs never has to wait behind it.
Commitment first: 48% of the 6,000 square feet goes to drive-through bays at 960 square feet each, and 2,640 square feet survives as edge strip. A footprint is worth its own decision when that split lands where the work does. Circulation width is the first thing surrendered under pressure and the first thing missed afterwards.
A 60 by 100 footprint is a clearly directional plan: 6,000 sq ft enclosed by 320 ft of wall, at a 1.7:1 length-to-width proportion. Along its 100 ft dimension it takes 1 run of drive-through bays at 60 ft, leaving 40 ft over — the 40 ft is where the argument about this size actually happens. Taken purely as arithmetic, 60 by 100 gives 2 drive-through bays across the 60 ft dimension once 16 ft is reserved for movement, and 1 deep along the 100 ft dimension. Run as a a station where apparatus enters at one end of the bay and exits the other, never reversing on site, 12 ft across is enough to be worth planning: a clear apron at both ends of the bay so an apparatus entering as another departs never has to wait behind it Whether a station needs quarters, how many bays are required, and how coverage is distributed across substations are determined by the department and the authority having jurisdiction, not by the building program.
At 60x100 the operating question is a specific one: can apparatus enter from one side and leave from the other on every call, or does the site force a reversal that the plan pretends will not happen? 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 where apparatus enters at one end of the bay and exits the other, never reversing on site rather than as generic covered area.
Areas, perimeter, roof area, ridge height, slab volume and the drive-through bay counts on this page are computed from the stored 60x100 record and this platform's planning module for the fire and ems station building category.
Allocation
Dividing the floor for a station where apparatus enters at one end of the bay and exits the other, never reversing on site
The staffing and turnout pattern this station could equally be planned for is a volunteer station members drive to and park apparatus in, entering and exiting through the same bay front: there is no turnout area between the bays and the day room, so gear is staged wherever there is a wall left over and members cross the bay floor to reach it. The building is essentially a long bay with doors at both ends and support space — gear, offices, storage — pushed to one side rather than placed across the through-route. Anything that narrows the drive-through path defeats the reason the layout was chosen.
The 24-foot leftover depth is 1,440 square feet across the full width — deep enough to plan deliberately, and at this footprint it goes to a clear apron at both ends of the bay so an apparatus entering as another departs never has to wait behind it. Two feet of spare width reads as nothing on a plan and as a great deal when a machine is being turned.
Spare width is the more valuable of the two leftovers here: a continuous 12-foot strip beats the same area stranded at the end of the run, because it touches every position along the way. The plan is only as good as the route into it, which is a site question rather than a building one.
Spent as a square 77 by 77 instead, the same 6,000 sq ft would stand 3 drive-through 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 60 by 80 of the same width, the extra depth here adds run rather than reach: it buys about 1 drive-through bays in line, and every position past the second is retrieved by moving what stands in front of it. 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. Apparatus moves in one direction through the building, so returning and departing apparatus never share the same door at the same moment. That single property is what the rest of the plan protects, and it is worth more than additional floor area elsewhere. Training or drill space works best kept physically separate from the apparatus floor, so a scheduled drill never has to be cleared before a response can proceed. That movement pattern, not the 6,000-square-foot total, is what decides whether the leftover 24 feet is useful here.
Configurations
Configuring 3 drive-through bays at 60x100
At 25-foot nominal bays the structure works with the layout instead of against it: one drive-through bay per bay line, walls free of awkward half-positions. Whoever operates the building daily should read the plan before it is frozen, because they know where the pinch points are.
A single row means nothing is trapped: every position faces the opening directly, which is this footprint's advantage over a deeper building of the same width. Daylight placement changes how a floor is used far more than its cost suggests.
Additional drive-through bays are added side by side, each with its own pair of doors and aprons, rather than lengthened, because lengthening a shared bay reintroduces the risk of one apparatus blocking another's exit.
Configured as a station where apparatus enters at one end of the bay and exits the other, never reversing on site, 60x100 is judged on whether the 3 drive-through bays it holds match the operation, and on whether the 12 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 100-foot length being bought for depth, or for the repeated bays — eight to ten repeated bays, which makes the layout a scheduling problem as much as a spatial one?
- 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 3 drive-through bays across
One opening per position works on this gable: 3 across 60 feet, with 12 feet of wall to distribute as piers. Splitting that margin evenly is what keeps the elevation buildable. The span is the commitment; everything inside it is rearrangeable later, and the 60-foot dimension is not.
The 60 ft ends and the 100 ft sides offer very different opening budgets: 60 ft of end wall has room for one wide opening or two modest ones, while 100 ft of side wall can carry several without the openings competing. On this plan the deciding factor is whether drive-through fire station bay or apparatus apron planning 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.
Height
Interior height for a 60x100 fire and ems station building
Across a 60-foot span the 3:12 pitch adds 7.5 feet between eave and ridge. The centreline measures 25.5 feet; anything parked or stacked near a wall lives with the 18-foot eave. Security and after-hours access are easier to design in the door layout than to bolt on later.
Height on a 60 ft span is a separate decision from the 100 ft length, and it is the span that sets the frame's behavior. Raising the eave over 6,000 sq ft affects every bay along the 100 ft dimension, so the test is whether drive-through fire station bay genuinely needs the extra clear height or only the floor area.
Ventilation across 6,000 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 6,000 square feet divides at 60x100
Computed drive-through bay fit for a 60x100 fire and ems station building
| Measure | Computed at this footprint |
|---|---|
| Drive-through bays across the 60-foot width | 3 at a 16-foot module |
| Leftover width | 12 ft (1,200 sq ft as a full-length strip) |
| Rows along the 100-foot length | 1 at a 60-foot module after 16 ft of circulation |
| Leftover depth | 24 ft (1,440 sq ft across the width) |
| Total drive-through bays | 3 |
| Share of floor committed | 48% |
Module footprint used here is 16 by 60 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 100-foot length — planning model, not survey data
| Zone | Length along the building | Computed area |
|---|---|---|
| Primary operating area | 60 ft | 3,600 sq ft |
| Customer or staff area | 22 ft | 1,320 sq ft |
| Back of house and utility | 18 ft | 1,080 sq ft |
Shares applied to the stored 100-foot length; areas computed against the 60-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 | Drive-through bays |
|---|---|---|
| 30x80 | 2,400 sq ft | 1 (1 x 1) |
| 40x60 | 2,400 sq ft | 2 (2 x 1) |
| 50x50 | 2,500 sq ft | 3 (3 x 1) |
| 40x70 | 2,800 sq ft | 4 (2 x 2) |
| 30x100 | 3,000 sq ft | 1 (1 x 1) |
Areas computed from each stored size record; drive-through bay counts computed with the same 16 by 60 foot planning module.
- 30x80 moves the count from 3 to 1 drive-through bays (1 across by 1 deep), which is the reason to choose between them.
- 40x60 moves the count from 3 to 2 drive-through bays (2 across by 1 deep), which is the reason to choose between them.
- 50x50 holds the same 3 drive-through bays but changes the leftover depth by -14 feet, which is where the difference is actually felt.
Nearby footprints read for a fire and ems station building: exact change in area and in planning drive-through bays
| Footprint | Area Δ | % Δ | Drive-through bays at that footprint | What changes for this use |
|---|---|---|---|---|
| 80x80 | +400 sq ft | +6.7% | 4 (4 x 1) | +1 drive-through bay on the same planning module. |
| 50x100 | −1,000 sq ft | −16.7% | 3 (3 x 1) | Same drive-through bay count on this planning module; the difference is circulation and stored depth, not capacity. |
| 60x120 | +1,200 sq ft | +20% | 12 (3 x 4) | +9 drive-through bays on the same planning module. |
| 60x80 | −1,200 sq ft | −20% | 6 (3 x 2) | +3 drive-through bays on the same planning module. |
Areas are arithmetic on two stored size records; drive-through bay counts use this platform's 16 by 60 foot planning module and are not a capacity statement.
Because this footprint is planned as a station where apparatus enters at one end of the bay and exits the other, never reversing on site, the useful next reads are different from the ones a differently shaped fire and ems station building suggests: drive-through fire station bay, apparatus apron planning, through-route apparatus floor.
Visualization
Reading the 60x100 footprint as a fire and ems station building
FAQ
Questions about 60x100 fire and ems station building projects
The width leaves 12 feet spare after 3 drive-through bays. That margin absorbs wall storage and passing room. Width is the dimension that cannot be extended later.
Reserving 16 ft across the 60 ft dimension for movement leaves 44 ft of working width, which takes 2 drive-through bays at 16 ft. Along 100 ft it takes 1 runs at 60 ft. That is 2 positions out of 6,000 sq ft, and the remainder is circulation, walls and the margin every plan needs. Whether that count is enough depends on can apparatus enter from one side and leave from the other on every call, or does the site force a reversal that the plan pretends will not happen. These are planning figures computed from the footprint, not a quoted layout.
Length here buys 1 row and 4 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.
It can, but scheduling maintenance work in the through-route risks blocking a response. A separate maintenance bay off the through-route is the more common resolution.
Bays are added in length; the door height established for the tallest apparatus effectively fixes the building Practically, the 100-foot dimension is the one that extends; the 60-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.
- Drive-through bay fit: Counts, leftover strips and per-module areas are computed from the stored 60x100 record against this platform's 16 by 60 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 100-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.
Cost drivers
Quantities that move the estimate at 60x100
No price appears on this page. The quantities that scale an estimate at 60x100 are 6,000 square feet of slab, 111.1 cubic yards of nominal concrete, 5,760 square feet of wall cladding and 6,185 square feet of roof cladding. Doors and their approaches decide more about daily use here than the enclosed area does.
Two full-size apparatus doors and two maintained aprons cost more than a single-entry bay of the same floor area, which is the trade this mode makes deliberately in exchange for never reversing an apparatus.
- apparatus door height and width
- drive-through bays versus reverse-in bays
- exhaust capture in the bays
- crew quarters as a separate conditioned envelope
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 60x100 fire and ems station building configurations
Review the allocation models for this footprint side by side, then estimate the configuration you intend to build.