-
When This Checklist Applies
-
Step 1: Lock the aircraft mix and door clearance before anything else
-
Step 2: Pick the structural system based on how the building actually gets used
-
Step 3: Run the fire protection and code check before you draw anything
-
Step 4: Build a TCO model before you compare two quotes
-
Step 5: Audit every exclusion line-by-line
-
Step 6: Validate sourcing and supplier matching for bulk components
-
Step 7: Nail down the foundation and erection interface
-
Things That Go Wrong After the Checklist
When This Checklist Applies
I'm a procurement manager at a 140-person aviation services company. I've managed our capital equipment budget ($4.2M annually) for six years, negotiated with 30+ vendors on building projects, and logged every change order in our procurement system since 2020.
This checklist is for the specific job of sourcing an aircraft hangar — whether it's a single-bay GA hangar, a bulk-spec steel warehouse with hangar doors, or a large maintenance hangar. It's what I run through before I let a design or a quote move forward. Seven steps. No fluff.
If you're looking at aircraft hangar designs and options for the first time, start here and work down. If you've done this before, jump to step 4, where most of the money actually lives.
Step 1: Lock the aircraft mix and door clearance before anything else
The single biggest source of rework I've seen is a design meeting that skips this step. People pick a look, then try to fit the aircraft in later. That's backwards.
Write down three things:
- The largest tail height you need to clear
- The widest wingspan or fuselage that needs to pass through the door
- The door type you can live with (sliding, bi-fold, hydraulic, or fabric)
For reference: a Cessna 182's tail sits around 8.5 feet. A King Air 350 is closer to 14.5. A Boeing 737-800 is right around 41.5 feet at the tail. And if you're modeling your spec off a large MRO operation's hangar — the kind of facility that an aar aircraft maintenance hangar represents — your clear height and door width assumptions push into different structural categories entirely.
This is where most people get surprised. Door clearances, not floor area, drive foundation cost.
Step 2: Pick the structural system based on how the building actually gets used
You'll see three broad structural approaches marketed for hangars. They aren't interchangeable, and the sales pitch on each one is written for a different customer.
- Clear-span steel frame. No interior columns. The right choice for single-bay hangars and maintenance operations where you need full open floor. Costlier per square foot, but you get the space.
- Modular / post-frame. Faster to erect, cheaper, but you accept tighter span limits. Fine for GA and storage hangars, not for wide-body.
- Hybrid (steel frame + metal panel enclosure). A middle path — steel skeleton, cladding, sometimes a separate door supplier. Watch scope handoffs here.
Here's the historical myth I'd kill: "You have to source from a local fabricator to keep the schedule honest." That was true 15 years ago when fabrication capacity was regional and shipping oversized members was a nightmare. Today, an organized remote manufacturer with real sourcing and supplier-matching capability can often beat a disorganized local contractor on both price and timeline. Modern logistics closed that gap.
The question isn't local vs. remote. The question is organized vs. not.
Step 3: Run the fire protection and code check before you draw anything
This is the step that gets skipped when time pressure hits. It's also the step that produces the most expensive surprises.
Aircraft hangars fall under NFPA 409, Standard on Aircraft Hangars. It classifies hangars into four groups (I, II, III, IV), and the group affects foam suppression, drainage, distances to exposures, and door ratings. Calling a hangar "Group II" just because it holds two aircraft isn't how the code works — the classification depends on construction type and size, not just aircraft count.
I learned this the hard way in Q2 2023. We'd gone two rounds with a vendor on a hangar retrofit, and the drawings looked great. Then our fire engineer flagged that the suppression approach didn't match the group classification we were going to land in. We redrew it. Cost us six weeks and probably $18,000 in engineering time.
Run the code conversation with a licensed fire protection engineer in step 3, not step 7. It reorders the whole design.
Step 4: Build a TCO model before you compare two quotes
This is the step that separates a procurement manager from a shopper. The lowest quote has cost us more in about 60% of the projects I've tracked since 2020. Not because the vendors were lying — because the quote wasn't the total cost.
My TCO worksheet for a hangar project has eight lines:
- Structure and cladding (per the scope)
- Door supply and installation
- Foundation and slab (usually excluded — verify)
- Erection crew (often separate)
- Insulation and interior finish
- Fire protection and code compliance items
- Freight, permits, and crane time
- Contingency for the exclusions in step 5
Put every quote on the same worksheet. Here's the classic example I use with my team: Vendor A quotes $185,000 for the building. Vendor B quotes $168,000. Vendor B looks like $17,000 in savings. Then I add $9,500 for foundation drawings B excludes, $6,200 for a door that A included and B didn't, and $4,800 in freight that was buried in a footnote. B's real number is $188,500. The "cheaper" vendor is $3,500 more. That's the kind of gap that lives in the exclusions, not the headline price.
Step 5: Audit every exclusion line-by-line
This is the step almost nobody actually does, and it's the one that saves the most money.
We didn't have a formal exclusions audit process until 2022. Cost us when a "turnkey" hangar bid turned out to exclude slab, doors, and permits — about $61,000 in scope we hadn't budgeted. The third time it happened on a smaller project, I finally built a one-page exclusion tracker.
The tracker has three columns: Excluded by vendor / Expected cost / Who owns it.
Force every vendor to state, in writing, whether their quote includes:
- Permits and engineering stamps
- Foundation, slab, and anchor bolts
- Doors, operators, and controls
- Insulation and liner panels
- Freight to site and unloading
- Erection and crane
- Fire protection (foam, detection, drainage)
- Warranty terms and duration
If a vendor can't fill in the tracker, that's information too. They're not ready for the project.
Step 6: Validate sourcing and supplier matching for bulk components
For anything beyond a single-bay GA hangar, the real procurement question becomes: who actually owns the supply chain behind this quote?
Steel members, doors, insulation, fasteners, and cladding come from multiple suppliers. Some manufacturers handle their own sourcing and supplier matching in-house. Others hand you a quote that's really a pass-through markup on a fabrication broker, and you find out when the schedule slips or the door arrives from a different vendor than the one named in the contract.
What I ask for now:
- Which components are manufactured in-house, and which are sourced?
- Can they provide named suppliers for the top five cost drivers?
- What's their lead-time guarantee, in writing?
- Who handles supplier matching when a component fails QC — them or me?
A manufacturer that can answer these questions clearly — Wick Buildings sourcing and their supplier matching process is one I've looked at closely on this side — is a different animal than a vendor that treats sourcing as a black box. If your company runs bulk orders across multiple buildings, this is where the difference between a real sourcing operation and a brokerage becomes obvious.
Step 7: Nail down the foundation and erection interface
Hangars are one of the few building types where the foundation scope is almost always split. The steel vendor builds the superstructure. A separate concrete contractor pours the slab. If the interface isn't defined, you own the gap.
Two things to lock in writing before you sign:
First, who sizes and stamps the anchor bolts and the foundation design. Most steel vendors provide reactions, not foundation design. That's a separate engineering scope.
Second, who's responsible for the door threshold and drainage detail where the foundation meets the door track. This is a tiny detail with a large failure mode — water ingress, door misalignment, and warranty finger-pointing.
We had a project where the door supplier blamed the foundation slope and the concrete contractor blamed the door track spec. Total re-do: $11,400. Nobody was wrong, which is exactly the problem. Nobody owned it.
Things That Go Wrong After the Checklist
Three patterns worth flagging before you close:
- Assuming "standard" means the same thing to every vendor. A "standard" hangar door is a different animal to a bi-fold supplier, a hydraulic supplier, and a fabric-door supplier. Specify function, not label.
- Approving a design before the permit path is clear. Some jurisdictions treat hangars as high-hazard occupancies and require special review. Confirm local adoption of NFPA 409 before final design, not after.
- Skipping the time-value calculation. If one vendor can deliver three weeks earlier and you're on a revenue-generating timeline, that's worth real dollars. I've approved higher quotes because the time saving cleared the delta. That's not a compromise — that's the TCO model working.
Look — the checklist isn't glamorous. But every step here came from something that went wrong on a project where I either skipped it or half-did it. Run it in order. Then run it again before you sign. Your future self, staring at a change order, will thank you.
Editor's note: Pricing figures cited reflect internal project records through Q1 2026. Verify current vendor quotes independently. For code compliance, consult a licensed fire protection engineer — don't rely on vendor claims or this checklist as a substitute for project-specific review.