Stair packages rarely miss a date because the shop ran slow. They miss because shop drawings sat in review, a dimension changed after release, or the stair opening was out of tolerance when the assemblies arrived. Fabrication is the most predictable part of the sequence; everything around it is not.
Knowing where the weeks actually go lets a project team release the stair package early enough to keep it off the critical path.
Six stages sit between a stair decision and a usable stair.
| Stage | What Happens | What Controls the Duration |
|---|---|---|
| 1. Design coordination | Stair type, geometry, code path, and structural support are fixed with the architect and engineer | Speed of design decisions |
| 2. Shop drawing production | Every stringer, tread, landing, connection, and railing termination is detailed | Completeness of the information provided |
| 3. Review and approval | The design team reviews, marks up, and returns the drawings | Number of review cycles |
| 4. Fabrication | Cutting, welding, and assembly in the shop, plus finishing or galvanizing | Shop capacity and finish method |
| 5. Delivery | Shipment scheduled against site conditions | Site access, lift availability, structural readiness |
| 6. Erection | Assemblies are set and connected floor by floor | Connection method and crew availability |
Fabrication duration is quoted and controllable. Stages 1 through 3 are where most schedule loss happens, and they are driven by decision speed rather than shop capacity.
Every additional review cycle costs the drafting time to revise, the queue time to be reviewed again, and the fabrication slot that has now moved. Two extra cycles on a stair package can push delivery by a month without anyone missing a deadline.
Cycles multiply when responsibility is split. A stair supplier who buys stringers from one source, railings from another, and subcontracts erection has to reconcile three sets of information before a drawing goes out, and again after every markup.
Fabricators that detail, build, and erect under one contract close that loop internally. Fewer parties in the revision path means fewer cycles and fewer dimensional conflicts discovered at the site.
Release the stair package as soon as floor-to-floor heights and the supporting structure are fixed. Waiting for the full architectural package to be final is what turns a manageable lead time into a critical-path problem.
Stairs control vertical access, so a late stair does not stay a stair problem. Drywall, MEP rough-in, and finishes on upper floors all move material and crews by stair. Without one, the project pays for hoists, scaffold stair towers, or slower crew movement, and inspections that require permanent access get deferred.
Occupancy adds a second dependency. Egress stairs, guardrails, and handrails have to be complete and inspected before a certificate of occupancy is issued, which places the stair package near the end of the approval chain as well as the beginning of the access chain. Design requirements for those stairs are covered in our steel egress stairs and IBC compliance guide.
Prefabrication does not shorten fabrication. It shortens the field portion, which is the part exposed to weather, labor availability, and inspection findings.
The trade-off is dimensional discipline. Bolted modular stairs need the supporting structure within tolerance, because there is no field welding to absorb a discrepancy. Survey the stair openings before delivery rather than on the day of the lift.
Permanent stairs can be installed early and used as construction access instead of ladders and temporary stairs. Crews still need compliant access during construction under OSHA 1926 Subpart X, and a permanent stair already in place satisfies that requirement without a rental.
Installing early also removes the temporary stair from the budget, removes its handrail inspections, and gives following trades a full-width, load-rated route from the start.
Two conditions make this workable: the supporting structure has to be ready to receive the stair, and the stair has to be protected from damage through the remaining build. Discuss tread protection and finish sequencing with the fabricator before delivery.
Lead time is set by how fast drawings are approved and how much work is left for the field, not by how quickly a shop can cut steel. Releasing the package once floor-to-floor heights are fixed, and keeping the revision loop inside as few parties as possible, recovers more weeks than any change to fabrication.
When comparing manufacturers, ask who produces the shop drawings, who erects, and how many parties sit in the revision path. Those answers predict the delivered date more reliably than a quoted lead time.
Compare manufacturers for egress, decorative, and industrial stair applications in the Ohio Valley.
| Key standards |
OSHA, AISC, AWS, etc. |
|---|---|
| Typical lead time |
6 to 8 weeks |
| CAD data | Available |
| Key standards |
IBC, OSHA, etc. |
|---|---|
| Typical lead time |
8 to 12 weeks |
| CAD data | Available |
| Standards | OSHA,ADA, etc. |
|---|---|
| Lead time | Contact for details |
| CAD data | Contact for details |