Building Types
80x200 Steel Aircraft Hangar
- Width
- 80 ft
- Length
- 200 ft
- Floor area
- 16,000 sq ft
- Perimeter
- 560 ft

Use
How a 80×200 Aircraft Hangar May Be Used
Door span
The clear door opening, not the footprint, is usually the governing dimension.
Tail height
Required clearance is set by the aircraft, and it drives eave and door height.
Maintenance area
Working space around the aircraft is planned separately from the parking envelope.
Apron access
Approach and taxi access affect where the opening is placed.
Example
Example Configuration

Quick dimensions
At a Glance
Width
80 ft across the gable end.
Length
200 ft along the sidewall.
Floor area
16,000 sq ft of clear floor.
Eave height
14 ft at the sidewall on the stored profile.
Configuration
How This Building Is Configured
Configuration summary
| Building type | Aircraft Hangar |
|---|---|
| Footprint | 80 ft × 200 ft |
| Floor area | 16,000 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 is commonly the governing dimension here, because clearance for the tallest item sets the door and the wall.
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 Aircraft Hangar
80′ × 180′
14,400 sq ft
80′ × 220′
17,600 sq ft
70′ × 200′
14,000 sq ft
Related
Related Building Types

Helicopter Hangar
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Clear Span Building
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Commercial Building
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Industrial Building
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Example configuration — for planning purposes only.
FAQ
Common Questions
80 ft × 200 ft is 16,000 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.
Cost drivers
Quantities that move the estimate at 80x200
The estimate at 80x200 moves with four computed quantities: 16,000 square feet of floor, 560 feet of perimeter, 7,840 square feet of wall and 16,492 square feet of roof. Everything else is site and specification. The plan should survive the day the largest item the operation owns has to come inside.
Proportion drives cost here as much as size does: 560 ft of wall around 16,000 sq ft is 0.035 ft of wall per enclosed square foot, and a squarer plan of the same area would carry less. What moves the figure further on a a hangar built around maintenance and inspection work rather than overnight parking is the fit-out aircraft maintenance hangar planning implies, along with framed openings and the height chosen for the 80 ft span.
- the door system type, which drives the end-frame design
- the clear opening width and height the aircraft requires
- the eave height the door opening forces across the frame
- the apron outside the opening
Overview
A 80x200 aircraft hangar planned as a hangar built around maintenance and inspection work rather than overnight parking
This page is ordered around vehicle bay, because that is the decision this footprint settles first and every later choice follows from it.
The footprint holds 3 maintenance stations — 1 across by 3 deep — and leaves 34 feet of depth for a parts and documentation area set apart from the aircraft footprint, so removed components and paperwork have a fixed place during a long job.
What distinguishes 80x200 is depth behaviour: 3 rows along 200 feet after 16 feet of circulation, with 34 feet unaccounted for at the end of the run. Doors and their approaches decide more about daily use here than the enclosed area does.
A 80 by 200 footprint is a long corridor of a plan: 16,000 sq ft enclosed by 560 ft of wall, at a 2.5:1 length-to-width proportion. Along its 200 ft dimension it takes 4 runs of maintenance stations at 50 ft, leaving 0 ft over — the 0 ft is where the argument about this size actually happens. Taken purely as arithmetic, 80 by 200 gives 1 maintenance stations across the 80 ft dimension once 16 ft is reserved for movement, and 4 deep along the 200 ft dimension. Run as a a hangar built around maintenance and inspection work rather than overnight parking, 20 ft across is enough to be worth planning: a parts and documentation area set apart from the aircraft footprint, so removed components and paperwork have a fixed place during a long job Extended maintenance work needs a defined place for removed components and documentation that is separate from the aircraft's own floor space.
This footprint is planned as a hangar built around maintenance and inspection work rather than overnight parking. Compared with a 80 by 150 of the same width, the extra depth here adds run rather than reach: it buys about 4 maintenance stations in line, and every position past the second is retrieved by moving what stands in front of it. Spent as a square 126 by 126 instead, the same 16,000 sq ft would stand 2 maintenance stations 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 infrastructure rather than a shed; scheduling, traffic direction and separation of activities matter more than any single dimension. The longest internal travel on a 80 by 200 plan is about 215 ft corner to corner, and the shortest useful one is the 80 ft cross-run. For a a hangar built around maintenance and inspection work rather than overnight parking that matters where aircraft maintenance hangar planning sits, because shortening the 80 ft run to serve it lengthens every trip along the 200 ft dimension. Clear height for a specific aircraft is confirmed with its manufacturer rather than assumed from the footprint alone.
Areas, perimeter, roof area, ridge height, slab volume and the maintenance station counts on this page are computed from the stored 80x200 record and this platform's planning module for the aircraft hangar category.
Height
Interior height for a 80x200 aircraft hangar
Span drives headroom at 80x200: 80 feet of width on a 3:12 pitch puts 24 feet over the middle and 14 feet at the walls, so where a tall item stands matters as much as how tall it is. Ground conditions and drainage decide the floor before the frame does.
Overhead clearance for any lifting or access equipment used during inspection is a specific determination for the equipment and aircraft involved, made with the design professional rather than assumed from the shell.
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 3 maintenance stations at 80x200
The columns win at this footprint: 25-foot nominal bays against a 44-foot module means every layout decision starts from where the frames fall. Two operations of the same size can want opposite plans, so the arithmetic below is a starting point rather than a recommendation.
Two-plus rows change the access question entirely. Every rear position at 80x200 needs either its own opening or an aisle, and 36 feet of spare width is what that aisle has to come from. An empty building looks generous and a working one rarely does; plan against the working state.
Growth is usually answered in the parts and support area first, since the aircraft zone is already sized with margin and rarely becomes the limiting factor before support space does.
Configured as a hangar built around maintenance and inspection work rather than overnight parking, 80x200 is judged on whether the 3 maintenance stations it holds match the operation, and on whether the 36 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 200-foot length being bought for depth, or for the repeated bays — a long uninterrupted bay sequence that suits repetitive layouts and continuous processes?
- Which aircraft dimension governs — wingspan at the opening or tail height?
- Which door system suits the operation, and has the end frame been designed for it?
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 1 maintenance station across
At 80 feet the gable will not comfortably take one opening per maintenance station: 1 position with 36 feet spare leaves too little wall for piers. A single wider opening, or a sidewall opening, is the workable route. Neighbouring buildings, setbacks and the approach road often decide the orientation before the plan does.
The main door is used infrequently relative to a storage hangar, while a smaller parts or personnel door sees far more regular traffic and should not require operating the main 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.
Usable area
How the 16,000 square feet divides at 80x200
Computed maintenance station fit for a 80x200 aircraft hangar
| Measure | Computed at this footprint |
|---|---|
| Maintenance stations across the 80-foot width | 1 at a 44-foot module |
| Leftover width | 36 ft (7,200 sq ft as a full-length strip) |
| Rows along the 200-foot length | 3 at a 50-foot module after 16 ft of circulation |
| Leftover depth | 34 ft (2,720 sq ft across the width) |
| Total maintenance stations | 3 |
| Share of floor committed | 41% |
Module footprint used here is 44 by 50 feet, this platform's planning module for a aircraft hangar. It is not a code minimum or an engineered clearance.
Example allocation of the 200-foot length — planning model, not survey data
| Zone | Length along the building | Computed area |
|---|---|---|
| Aircraft parking area | 140 ft | 11,200 sq ft |
| Maintenance and equipment space | 40 ft | 3,200 sq ft |
| Office, parts and utility | 20 ft | 1,600 sq ft |
Shares applied to the stored 200-foot length; areas computed against the 80-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.
Allocation
Dividing the floor for a hangar built around maintenance and inspection work rather than overnight parking
The operation this hangar floor could equally be run as is a shared hangar nesting several aircraft belonging to different owners: there is no rotation lane, so retrieving an aircraft parked toward the back means moving one or more others out of the way first. An aircraft zone sized generously beyond the airframe itself, a bounded parts and tooling area kept separate from it, and a documentation or office corner distinct from both, so none of the three compete for the same floor.
Because 34 feet clears the 14 feet this platform treats as usable, the end of the run is a room rather than a gap: 2,720 square feet for a parts and documentation area set apart from the aircraft footprint, so removed components and paperwork have a fixed place during a long job. The building is fixed for decades while the operation inside it changes every few years, and the plan has to survive that.
The 36 feet of spare width runs the whole 200-foot length — 7,200 square feet of wall strip. It earns its keep as shelving, staging or a walking route, not as another maintenance station. The floor treatment is a use decision that outlasts most of the equipment standing on it.
Compared with a 80 by 150 of the same width, the extra depth here adds run rather than reach: it buys about 4 maintenance stations in line, and every position past the second is retrieved by moving what stands in front of it. Spent as a square 126 by 126 instead, the same 16,000 sq ft would stand 2 maintenance stations 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 infrastructure rather than a shed; scheduling, traffic direction and separation of activities matter more than any single dimension. The longest internal travel on a 80 by 200 plan is about 215 ft corner to corner, and the shortest useful one is the 80 ft cross-run. For a a hangar built around maintenance and inspection work rather than overnight parking that matters where aircraft maintenance hangar planning sits, because shortening the 80 ft run to serve it lengthens every trip along the 200 ft dimension. Clear height for a specific aircraft is confirmed with its manufacturer rather than assumed from the footprint alone. That movement pattern, not the 16,000-square-foot total, is what decides whether the leftover 34 feet is useful here.
Comparison
What changes at adjacent footprints
Computed comparison of nearby footprints for a aircraft hangar
| Footprint | Floor area | Maintenance stations |
|---|---|---|
| 80x80 | 6,400 sq ft | 2 (2 x 1) |
| 60x120 | 7,200 sq ft | 2 (1 x 2) |
| 50x150 | 7,500 sq ft | 2 (1 x 2) |
| 80x100 | 8,000 sq ft | 1 (1 x 1) |
| 60x150 | 9,000 sq ft | 3 (1 x 3) |
Areas computed from each stored size record; maintenance station counts computed with the same 44 by 50 foot planning module.
- 80x80 moves the count from 3 to 2 maintenance stations (2 across by 1 deep), which is the reason to choose between them.
- 60x120 moves the count from 3 to 2 maintenance stations (1 across by 2 deep), which is the reason to choose between them.
- 50x150 moves the count from 3 to 2 maintenance stations (1 across by 2 deep), which is the reason to choose between them.
Nearby footprints read for a aircraft hangar: exact change in area and in planning maintenance stations
| Footprint | Area Δ | % Δ | Maintenance stations at that footprint | What changes for this use |
|---|---|---|---|---|
| 100x150 | −1,000 sq ft | −6.2% | 4 (2 x 2) | +1 maintenance station on the same planning module. |
| 120x150 | +2,000 sq ft | +12.5% | 9 (3 x 3) | +6 maintenance stations on the same planning module. |
| 80x150 | −4,000 sq ft | −25% | 2 (1 x 2) | −1 maintenance station on the same planning module. |
| 100x200 | +4,000 sq ft | +25% | 6 (2 x 3) | +3 maintenance stations on the same planning module. |
Areas are arithmetic on two stored size records; maintenance station counts use this platform's 44 by 50 foot planning module and are not a capacity statement.
Because this footprint is planned as a hangar built around maintenance and inspection work rather than overnight parking, the useful next reads are different from the ones a differently shaped aircraft hangar suggests: aircraft maintenance hangar planning, parts and documentation area, extended-stay hangar layout.
Visualization
Reading the 80x200 footprint as a aircraft hangar
FAQ
Questions about 80x200 aircraft hangar projects
The footprint holds 3 maintenance stations — 1 across by 3 deep — and leaves 34 feet of depth for a parts and documentation area set apart from the aircraft footprint, so removed components and paperwork have a fixed place during a long job. Those counts use a 44 by 50 foot planning module with 16 feet allowed for circulation, so a different module changes the answer.
Reserving 16 ft across the 80 ft dimension for movement leaves 64 ft of working width, which takes 1 maintenance stations at 44 ft. Along 200 ft it takes 4 runs at 50 ft. That is 4 positions out of 16,000 sq ft, and the remainder is circulation, walls and the margin every plan needs. Whether that count is enough depends on when an aircraft sits for days or weeks rather than overnight, is there somewhere for what comes off it that is not the floor around it. These are planning figures computed from the footprint, not a quoted layout.
A 4-inch slab across 16,000 square feet computes to 197.5 cubic yards before thickened edges, piers or waste. The final design comes from the foundation engineer.
A defined place for removed components, tooling and documentation that is separate from the aircraft's own floor space, sized for the aircraft being present for an extended period rather than overnight.
7,840 square feet of wall and 16,492 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
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.
- Maintenance station fit: Counts, leftover strips and per-module areas are computed from the stored 80x200 record against this platform's 44 by 50 foot planning module for the aircraft hangar 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 aircraft storage and maintenance and are applied arithmetically to the stored 200-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 80x200 aircraft hangar configurations
Review the allocation models for this footprint side by side, then estimate the configuration you intend to build.
