Most people assume the hard part of permitting a steel-framed home is convincing the building department that steel is allowed at all. In Michigan, that concern is largely misplaced. Cold-formed steel framing is a recognized residential construction system; the applicable Michigan code and its referenced standards provide paths for its use in one- and two-family construction, subject to the requirements of the specific design and the local jurisdiction. (Confirm the edition in effect through Michigan’s Bureau of Construction Codes, which adopts the state’s construction codes.)
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The real work isn’t getting permission. It’s submitting a set complete enough to be reviewed with confidence by a plan examiner who is likely to see conventional wood-framed houses far more often than panelized cold-formed steel homes.
That is the difference worth understanding before the first drawing is issued. Steel does not inherently make permitting harder. But it raises the cost of an incomplete submittal. A conventional wood-framed house can often rely more heavily on familiar prescriptive provisions and standard details. With a less familiar steel assembly, the construction documents need to make the equivalent decisions explicit. Whatever the drawings leave unstated becomes a question, and every question is a correction cycle.
The review is only as good as the documentation
A standard residential permit checklist is written with dimensional lumber in mind. It asks for lumber grade, species, and sizes. It assumes a stud wall, a wood truss, a nailing schedule. Almost none of that language describes a steel-framed home directly, which means the builder’s job is to translate every requirement into its steel equivalent and present it so completely that nothing has to be assumed.
This is also why engineered design is the norm for residential steel rather than the exception, and why that is an advantage at review rather than a burden. An engineered set arrives with the structural calculations already done and sealed. The examiner is not being asked to judge whether an unfamiliar assembly works; they are being handed the proof. The more the set anticipates the questions a reviewer would ask about an assembly they don’t see often, the faster it clears.
What belongs in a complete plan set for permitting a steel-framed home
The guiding principle is simple: specify, don’t assume. A steel set should read as a set of decisions already made, not a set of intentions to be worked out in the field.
Specifications. A member designation such as 350S162-54 identifies a specific cold-formed steel section and thickness. The structural drawings should clearly specify the required member designation, material properties, coating requirements where applicable, and any other characteristics necessary to fabricate and inspect the member correctly. This is a place where thoroughness is nearly free and its absence is expensive.
Fasteners and connections. In a steel-framed home, the connections are a critical part of the load path and deserve particular attention during design and review. Screw type and size, spacing, edge distances, and a connection-by-connection schedule should all be on the drawings, along with clip angles and any other connection hardware. Fastener callouts are not a finishing detail in steel; they are structural, and they belong in the engineered design.
Bracing and the lateral system. Stud bridging and blocking, strap or panel bracing, shear panels, and hold-downs with their anchorage should be located and specified, and the lateral system should be shown as continuous from the foundation to the roof. A load path that is clear on paper is a load path the examiner does not have to reconstruct.
A full footing-to-ridge section. One continuous wall section drawn from the footing up, running through the sill and bottom-track anchorage, the floor-to-wall connection, the wall, the top track, the truss or roof bearing, and on to the ridge, with every connection in the load path shown. As an illustrative example, the city’s older checklist asks builders to detail connections from the foundation to the roof; a single well-labeled section is one clean way to make that information easy to review.
Framing plans and truss calculations. Show the size, spacing, and span of every member. Where roof trusses are engineered components, include the required signed and sealed truss design documents and calculations as part of the coordinated submittal. The material changes; the need for clear structural documentation does not.
Elevations with materials and finishes clearly labeled.
And one coordination decision that saves grief later: include the framing drawings inside the complete, coordinated architectural set rather than delivering them separately. A single coordinated set gives the reviewer one document to read and gives the builder fewer conflicts between the architectural intent and the framing layout. Two sets that were never checked against each other is a recipe for a comment letter.
The energy code deserves early, deliberate attention
Steel conducts heat far better than wood, which is a virtue in a beam and a liability in a wall. Every steel stud is a thermal bridge, and the energy code accounts for it: steel-framed wall assemblies are evaluated with a correction for that bridging, so the performance the code expects is higher than the raw cavity insulation value would suggest.
Detroit, and most of Michigan’s Lower Peninsula, sits in Climate Zone 5, but the climate zone and the code edition in effect should both be confirmed for the specific project against the current Michigan Energy Code. Compliance itself can be demonstrated through more than one path, including a prescriptive path, a UA trade-off, a simulated performance analysis, or an energy rating index, so the insulation strategy should be chosen as part of the project’s applicable compliance path rather than assumed.
For RSF’s typical Climate Zone 5 wall assemblies, thermal bridging through the steel framing calls for careful energy-code design, and continuous exterior insulation is a practical and common part of the solution because it improves the performance of the wall as a whole rather than fighting the bridging stud by stud. That single decision drives a chain of details the plan set has to resolve.
Continuous rigid insulation on the exterior means furring or a hat-channel system to carry the cladding over it, which should be detailed from the insulation layer out to the facade material. It means windows have to be bucked or furred out through the added thickness, so the window details should show that bucking where it’s necessary and how the flashing integrates through the insulation layer.
For new construction, the jurisdiction will also want completed Michigan Energy Code compliance documentation. The goal throughout should be to meet or exceed what the code requires, and to answer all of it on the drawings rather than discover it on site.
The engineer of record, and how to choose one
The engineered design and the truss calculations both have to be signed and sealed by a Michigan-licensed engineer or architect. That seal is not a formality; it is the thing that lets an unfamiliar assembly clear review on the strength of the calculations rather than the examiner’s comfort level.
Choosing a good engineering partner is harder than it looks, because the quality signals only become obvious once you’ve seen a number of panelized projects. Two are worth watching. The first is how well the stud and truss spacing is resolved, since a layout that is thoughtfully spaced is easier to build and easier to review. The second is how well steel consumption is optimized. Over-designing wastes steel and adds cost; under-optimizing the layout wastes labor in the field. A strong cold-formed steel engineer lands between the two, and the difference shows up directly in the budget.
One question is worth asking before any drawings are commissioned: what do revisions and rework cost? Mistakes caught during submission, or a change requested mid-stream, will carry a revision fee, and it is far better to know that number as a line in the agreement than to encounter it after a comment letter arrives. It is a fair question, and how an engineer answers it tells you something about how they work.
A concrete reference
For anyone building in Detroit, BSEED’s current residential permit and plan-review resources are the best starting point. The city’s older residential checklist is still useful as a concrete example of the information a jurisdiction commonly expects, but submittal requirements change, so confirm the current ones directly with BSEED before applying.
Current resources
- Michigan Bureau of Construction Codes
- Detroit BSEED building permit requirements
- Detroit BSEED permits and plan review, where the current Residential Building Plan Checklist is posted
Historical reference
- 2013 Detroit residential checklist, useful as an example of what jurisdictions commonly expect, not as a governing document
Read them as a steel builder and the pattern from the top of this article repeats: much of the language is written around wood, and the translation into steel is the builder’s job. Codes and editions also change, so confirm the current Michigan Residential Code and Energy Code editions in effect at the time of submittal rather than relying on any single document.
What we’re not claiming
None of this is an argument that permitting a steel-framed home is harder, or that every jurisdiction treats it the same way. The honest trade-off is that a steel submittal is more front-loaded than a conventional wood permit: more engineering, more detail, and more up-front time and cost before a shovel moves. Reviewer unfamiliarity can add friction that has nothing to do with the design. And a complete set improves the odds of a clean, fast review without ever guaranteeing one.
What that front-loaded effort buys is real. A smoother review, far fewer surprises once framing begins, and a plan set thorough enough to be reused on the next home rather than rebuilt from scratch. It is also a reminder of something true about this way of building: the first deliverable isn’t the steel. It’s a coordinated, engineered, buildable description of the house: the information that later becomes shop drawings, then panels, then structure. That is the same principle that runs through everything we build: better building starts with better information. A complete plan set is that information, delivered before the first anchor is set, when it can still change the outcome.
