Building Types
30x30 Metal Garage
- Width
- 30 ft
- Length
- 30 ft
- Floor area
- 900 sq ft
- Perimeter
- 120 ft

Configuration
How This Building Is Configured
A steel garage building sized around vehicle bays, door openings and clear interior height.
Configuration summary
| Building type | Metal Garage |
|---|---|
| Footprint | 30 ft × 30 ft |
| Floor area | 900 sq ft |
| Eave height | 12 ft |
Example
Example Configuration

Quick dimensions
At a Glance
Width
30 ft across the gable end.
Length
30 ft along the sidewall.
Floor area
900 sq ft of clear floor.
Eave height
12 ft at the sidewall on the stored profile.
Access
Doors & Access Considerations
Opening width
Across a 30 ft gable end, the practical opening width is limited by the frame and confirmed with the supplier.
Opening height
A 12 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.
Use
How a 30×30 Metal Garage May Be Used
Vehicle storage
Bay width and door placement determine how many vehicles park comfortably and how they circulate.
Home workshop
A wall of bench space is commonly kept clear of door swings and vehicle doors.
Equipment parking
Shelving depth along a side wall reduces the usable parking width, so it is planned early.
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.
Similar sizes
Other Sizes for a Metal Garage
30′ × 20′
600 sq ft
30′ × 50′
1,500 sq ft
20′ × 30′
600 sq ft
Related
Related Building Types
Example configuration — for planning purposes only.
FAQ
Common Questions
30 ft × 30 ft is 900 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.
What this page answers
Deciding whether a 30 ft by 30 ft footprint suits this use, before a supplier is contacted.
A 30x30 metal garage is 900 sq ft, and the two numbers do different work: the 30 ft width decides span, door width and whether two things fit side by side, while the 30 ft length decides how the frame divides into bays and where access can sit. This page works through that footprint for an enclosed, lockable vehicle building — what it comfortably holds, and the point at which it stops working.
What 900 sq ft looks like once circulation is drawn
On a 30 ft by 30 ft plan a single 3 ft route along the length already commits about 90 sq ft before anything is parked or stored. Usable area on this footprint is closer to 810 sq ft than the headline 900.
30 ft of width and what it buys
A 30 ft width gives enough room to place something against one side wall and still move along the other, which is what makes a metal garage of this width feel larger than its 900 sq ft suggests.
Two uses along 30 ft
A 30 ft metal garage usually ends up carrying a primary use and a secondary one behind it. Naming both before quoting decides which of the 2 bays needs light and power.
Vehicles plus a working bay at 900 sq ft
A 30x30 footprint typically supports vehicles along the 30 ft length with a working area at one end. Where that area goes decides power, lighting and which bay stays clear.
Decisions
What to settle before asking anyone to quote
Planning guidance for an early-stage decision, not a specification.
Is 30 ft the width the use needs, or the width that was quoted?
Buyers regret width far more often than length. On a 30x30 building the clear internal dimension is about 26 ft, and it is worth testing that number against the widest thing that has to fit.
Does the opening go in the 30 ft end or the 30 ft side?
An end opening gives the shortest route in and preserves the longest uninterrupted side wall. A side opening gives easier turning outside and halves the run of usable wall.
Will a lift ever be installed in this metal garage?
A two-post lift needs slab thickness and interior height a standard 30x30 vehicle building does not assume. Both are decided before the concrete is poured.
How does water leave the 900 sq ft of roof?
A 30x30 roof sheds a predictable volume to predictable places. Where that water goes decides the path, the parking and sometimes the door position.
Is 30x30 the final footprint or a first phase?
Extending along the 30 ft length is normally straightforward when the growth end is nominated at quoting. Extending across the 30 ft width rarely is.
Related
Where the neighbouring questions are answered
Each link goes to the page that owns that question, so nothing is answered twice.
- Metal Garage — type guideThe type-level decisions above this page.
- 30x30 steel buildingThe size page owns the generic dimension query across all building types.
- How steel building cost is broken downCost intent is owned by the Cost silo and is not estimated here.
- Find suppliersWho can quote this once the specification questions are settled.
Overview
A 30x30 metal garage planned as parking sharing a building with a permanent workshop area
This page is ordered around reaching the vehicle you want, because at this bay count the constraint is how many others have to move first.
The footprint holds 2 work-and-park bays — 2 across by 1 deep — and the remaining 0 feet is marginal: there is no permanent bench run, so the workshop is set up and packed away around the parking and gradually stops happening.
What distinguishes 30x30 is depth behaviour: 1 row along 30 feet after 6 feet of circulation, with 0 feet unaccounted for at the end of the run. Depth is bought cheaply and width expensively, which is why this proportion tends to be argued about before anything else.
A 30 by 30 footprint is a near-square plan: 900 sq ft enclosed by 120 ft of wall, at a 1:1 length-to-width proportion. Along its 30 ft dimension it takes 1 run of work-and-park bays at 24 ft, leaving 6 ft over — the 6 ft is where the argument about this size actually happens. The mixed garage-workshop is a familiar real use of a building this size and among the least often planned for. The test is simple: with the vehicle inside, is the bench still usable? If not, the building has one function that wins and one that quietly stops. Power outlet position is fixed at build and is the most frequently regretted small decision in this building type.
This footprint is planned as parking sharing a building with a permanent workshop area. 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 30 by 30 instead, the same 900 sq ft would stand 1 work-and-park 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 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 30 by 30 plan is about 42 ft corner to corner, and the shortest useful one is the 30 ft cross-run. For a parking sharing a building with a permanent workshop area that matters where garage workshop combination sits, because shortening the 30 ft run to serve it lengthens every trip along the 30 ft dimension. Setbacks, separation and permitting for an accessory building are determined by the authority having jurisdiction for the specific lot.
Areas, perimeter, roof area, ridge height, slab volume and the work-and-park bay counts on this page are computed from the stored 30x30 record and this platform's planning module for the metal garage category.
Openings
Openings for 2 work-and-park bays across
One opening per position works on this gable: 2 across 30 feet, with 4 feet of wall to distribute as piers. Splitting that margin evenly is what keeps the elevation buildable. A building that cannot be reversed out of is a building that gets used in one direction only.
The vehicle door serves parking; the person door and any window serve the workshop, and their placement determines whether the bench has daylight.
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.
Footprint arithmetic
The 30x30 footprint measured for a metal garage
Computed dimensional profile of a 30x30 metal garage
| Measure | Computed at this footprint |
|---|---|
| Floor area | 900 sq ft |
| Interior after a 2 ft wall strip | 26 × 26 ft (676 sq ft) |
| Proportion | 1 to 1 |
| Perimeter | 120 ft (133.3 ft per 1,000 sq ft of floor) |
| Wall carried against a square of the same area | 0% |
| Enclosed volume | 13,050 cu ft at a 12 ft eave and 17 ft ridge |
| Roof plane against floor | 949 sq ft (+5%) |
| Work-and-park bays planned | 2 across × 1 deep = 2 |
| Circulation and margin | 31% of the footprint |
| Widest clear opening planned | 22 ft on the 30 ft gable, 6 ft in a sidewall bay |
| Bay division | 3 bays at 10 ft (exact) |
Computed from the stored 30x30 record. The 2-foot wall strip, 4-foot corner margin and 4-foot pier allowance are this platform's planning conventions for reading a footprint; they are not code minimums or engineered clearances.
The gable clears roughly 22 ft after corner framing: one opening, not two. With one shallow rank the end wall is the whole access strategy.
30 ft is under one full 24-ft rank with circulation. 900 sq ft is small enough that the far end is still within reach of the main door.
30 ft divides exactly into 3 bays at 10 ft. Partitions, openings and lighting rows all land on the same 10-ft grid.
2 work-and-park bays fit the 30-ft span with 4 ft to spare. Across only 1 rank of depth that leaves nothing spare for racking or a bench; those go outside the work-and-park bay positions or not at all.
120 ft of wall encloses 900 sq ft, against 120 ft for a square of the same area — a 0% difference. Little of the enclosure exists only because of the shape.
How the 30-foot run can be divided
| Bays | Spacing | Division | What it means for the plan |
|---|---|---|---|
| 3 | 10 ft | Exact | 30 divides exactly by 10, so the frame line, the sidewall openings and any interior division can all land on the same grid. |
| 2 | 15 ft | Nearest even division | 2 bays works out at 15 ft, because 30 does not divide by 14; the odd bay usually goes at the end that carries the door. |
Bay divisions are arithmetic on the stored 30-foot length. Frame spacing for a specific building is set by the manufacturer's engineering, not by this table.
Allocation
Dividing the floor for parking sharing a building with a permanent workshop area
The use this shell could equally be given beyond parking is one parked vehicle with the remaining space carrying household storage: there is no storage strip, so anything stored ends up in front of or behind the vehicle and is moved every time the vehicle is. A parking footprint and a workshop footprint that do not overlap, with the bench against the wall that the vehicle's door does not swing into. Overlap is what makes the workshop seasonal.
Treating the last 0 feet as a room is the recurring planning error at 30x30: there is no permanent bench run, so the workshop is set up and packed away around the parking and gradually stops happening. Height is the dimension people regret; it cannot be added later without rebuilding the frame line.
Spare width is the more valuable of the two leftovers here: a continuous 4-foot strip beats the same area stranded at the end of the run, because it touches every position along the way. A wider bay is a structural decision and a longer bay is a layout decision; the two are often confused.
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 30 by 30 instead, the same 900 sq ft would stand 1 work-and-park 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 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 30 by 30 plan is about 42 ft corner to corner, and the shortest useful one is the 30 ft cross-run. For a parking sharing a building with a permanent workshop area that matters where garage workshop combination sits, because shortening the 30 ft run to serve it lengthens every trip along the 30 ft dimension. Setbacks, separation and permitting for an accessory building are determined by the authority having jurisdiction for the specific lot. That movement pattern, not the 900-square-foot total, is what decides whether the leftover 0 feet is useful here.
Configurations
Configuring 2 work-and-park bays at 30x30
At 15-foot nominal bays the structure works with the layout instead of against it: one work-and-park bay per bay line, walls free of awkward half-positions. Service routes are cheap to plan now and expensive to retrofit through a finished shell.
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. Every foot of width added multiplies through the roof and the frame; every foot of length mostly adds skin.
Extension is cheapest along the 30 ft dimension, where each added bay repeats work already framed; widening past 30 ft is a different frame rather than a longer one. Growing to 30 by 54 adds a 2th run of work-and-park bays — useful if the constraint is work-and-park bays rather than the 6 ft already spare at the far end.
Configured as parking sharing a building with a permanent workshop area, 30x30 is judged on whether the 2 work-and-park bays it holds match the operation, and on whether the 4 feet of spare width leaves the route this mode depends on.
- Does the work need two parked lanes side by side, or one lane and a genuine workbench run, or does it need a second lane that this 30-foot span cannot give?
- Is the 30-foot length being bought for depth, or for the repeated bays — two or three frame bays, which is enough rhythm to line up a partition on?
- How many vehicle openings, and on which wall?
- What is the tallest vehicle that has to fit, measured with racks or a raised tailgate?
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.
Usable area
How the 900 square feet divides at 30x30
Computed work-and-park bay fit for a 30x30 metal garage
| Measure | Computed at this footprint |
|---|---|
| Work-and-park bays across the 30-foot width | 2 at a 13-foot module |
| Leftover width | 4 ft (120 sq ft as a full-length strip) |
| Rows along the 30-foot length | 1 at a 24-foot module after 6 ft of circulation |
| Leftover depth | 0 ft (0 sq ft across the width) |
| Total work-and-park bays | 2 |
| Share of floor committed | 69% |
Module footprint used here is 13 by 24 feet, this platform's planning module for a metal garage. It is not a code minimum or an engineered clearance.
Example allocation of the 30-foot length — planning model, not survey data
| Zone | Length along the building | Computed area |
|---|---|---|
| Parking bays | 21.6 ft | 648 sq ft |
| Walk-around and door swing | 5.4 ft | 162 sq ft |
| Tools and seasonal storage | 3 ft | 90 sq ft |
Shares applied to the stored 30-foot length; areas computed against the 30-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.
Height
Interior height for a 30x30 metal garage
Span drives headroom at 30x30: 30 feet of width on a 4:12 pitch puts 17 feet over the middle and 12 feet at the walls, so where a tall item stands matters as much as how tall it is. Cleaning, maintenance and inspection all need reach, and reach is planned in the gaps rather than in the modules.
Height on a 30 ft span is a separate decision from the 30 ft length, and it is the span that sets the frame's behavior. Raising the eave over 900 sq ft affects every bay along the 30 ft dimension, so the test is whether garage workshop combination genuinely needs the extra clear height or only the floor area.
Insulation is a later decision for most buyers here, which is why it is worth knowing what it depends on before ordering.
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.
Comparison
What changes at adjacent footprints
Computed comparison of nearby footprints for a metal garage
| Footprint | Floor area | Work-and-park bays |
|---|---|---|
| 10x10 | 100 sq ft | 0 (0 x 0) |
| 10x12 | 120 sq ft | 0 (0 x 0) |
| 12x16 | 192 sq ft | 0 (1 x 0) |
| 10x20 | 200 sq ft | 0 (0 x 0) |
| 12x20 | 240 sq ft | 0 (1 x 0) |
Areas computed from each stored size record; work-and-park bay counts computed with the same 13 by 24 foot planning module.
- 10x10 moves the count from 2 to 0 work-and-park bays (0 across by 0 deep), which is the reason to choose between them.
- 10x12 moves the count from 2 to 0 work-and-park bays (0 across by 0 deep), which is the reason to choose between them.
- 12x16 moves the count from 2 to 0 work-and-park bays (1 across by 0 deep), which is the reason to choose between them.
Nearby footprints read for a metal garage: exact change in area and in planning work-and-park bays
| Footprint | Area Δ | % Δ | Work-and-park bays at that footprint | What changes for this use |
|---|---|---|---|---|
| 24x36 | −36 sq ft | −4% | 1 (1 x 1) | −1 work-and-park bay on the same planning module. |
| 24x40 | +60 sq ft | +6.7% | 2 (2 x 1) | Same work-and-park bay count on this planning module; the difference is circulation and stored depth, not capacity. |
| 30x35 | +150 sq ft | +16.7% | 2 (2 x 1) | Same work-and-park bay count on this planning module; the difference is circulation and stored depth, not capacity. |
| 25x30 | −150 sq ft | −16.7% | 1 (1 x 1) | −1 work-and-park bay on the same planning module. |
Areas are arithmetic on two stored size records; work-and-park bay counts use this platform's 13 by 24 foot planning module and are not a capacity statement.
Because this footprint is planned as parking sharing a building with a permanent workshop area, the useful next reads are different from the ones a differently shaped metal garage suggests: garage workshop combination, permanent bench run, parking and work zones.
Visualization
Reading the 30x30 footprint as a metal garage
FAQ
Questions about 30x30 metal garage projects
Take 2 ft off each wall as a working strip and the plan area drops from 900 to about 676 sq ft across 26 by 26 ft. Against that, 2 by 1 work-and-park bays occupy 624 sq ft and roughly 31% of the footprint stays as movement and margin. That circulation share is the number worth arguing about; the headline area is not.
The 30-ft gable takes an opening of about 22 ft clear after corner framing — 1 module-width opening. The 30-ft sidewall takes up to 1 spaced with piers, and those piers sit naturally on the 3-bay grid at 10 ft. Openings are planning geometry here; the sizes a specific building can actually carry come from the manufacturer's engineering for that frame.
One more bay at 10 ft adds 300 sq ft, 33.3% more floor, and keeps the clean division. It buys depth, not span: if the constraint is fitting things side by side, extra length does not solve it.
Not enough for a planned room at this footprint: there is no permanent bench run, so the workshop is set up and packed away around the parking and gradually stops happening.
Reserving 6 ft across the 30 ft dimension for movement leaves 24 ft of working width, which takes 1 work-and-park bays at 13 ft. Along 30 ft it takes 1 runs at 24 ft. That is 1 positions out of 900 sq ft, and the remainder is circulation, walls and the margin every plan needs. Whether that count is enough depends on does the workshop survive the vehicle being parked, or does one displace the other. These are planning figures computed from the footprint, not a quoted layout.
It depends on the tallest vehicle expected inside, which is the figure most often underestimated at quote stage. The stored configuration computes to 17 feet at the ridge, but the eave is the number that governs anything standing near a wall.
Yes, when the two footprints do not overlap and the bench stays usable with the vehicle inside. When they overlap, the workshop is the one that stops.
The footprint holds 2 work-and-park bays — 2 across by 1 deep — and the remaining 0 feet is marginal: there is no permanent bench run, so the workshop is set up and packed away around the parking and gradually stops happening. Those counts use a 13 by 24 foot planning module with 6 feet allowed for circulation, so a different module changes the answer.
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.
- Work-and-park bay fit: Counts, leftover strips and per-module areas are computed from the stored 30x30 record against this platform's 13 by 24 foot planning module for the metal garage category, with 6 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 vehicle shelter and parking and are applied arithmetically to the stored 30-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.
Continue your research
Related planning topics
Background reading on the questions this page raises. None of these pages sells anything.
Compare 30x30 metal garage configurations
Review the allocation models for this footprint side by side, then estimate the configuration you intend to build.




