Safety Cue
Task-specific safety guidance for ordinary work hazards.
Project 18
Calculate rise and run from the approved stair dimensions, lay out and cut a matched pattern stringer, trace and cut the remaining stringers, and install a supported, aligned, level set of stringers in the stair opening framed in Project 17.
These cues appear at the point of work. They identify safety, code, manufacturer, and measurement issues before they become rework, disputes, or hazards.
Task-specific safety guidance for ordinary work hazards.
Serious injury or major structural consequence is possible.
Practical work-area safety: footing, debris, standing water, and access.
Local requirements vary. Verify permit, inspection, and jurisdictional rules.
Follow product-specific instructions for anchors, hold-downs, and connectors.
Clearance, layout, spacing, and reference-point guidance.
This project qualifies you to calculate stair rise and run from the approved stair dimensions, lay out and cut a matched pattern stringer, trace and cut the remaining stringers from that pattern, and install a level, supported, aligned set of stringers in the floor opening and landing framed in Project 17. The finished work product is a matched set of installed stair stringers, temporarily guarded, with a completed stair calculation record and inspection results.
You will measure the actual floor-to-floor or floor-to-landing elevation difference, determine the approved number of risers and uniform unit rise, determine the approved unit run and total run, account for tread thickness and top and bottom bearing conditions, lay out and cut one pattern stringer, verify it at the opening, trace and cut the remaining stringers from that verified pattern, install top and bottom bearing supports, set and secure all stringers at the approved spacing, and verify rise uniformity, run uniformity, headroom, and support before the stair is used.
This project follows directly from Project 17, which framed and guarded the stair opening and landing. It uses the opening dimensions, landing elevation, and structural supports established there, and it produces the stringer set that carries treads, risers, and guards in later finish work.
The stair calculation performed in this project controls every tread and riser a user will step on for the life of the structure. An error of a fraction of an inch in unit rise, repeated across a full flight, becomes a trip hazard that is difficult to detect by eye and expensive to correct once treads and finish stringers are installed. This project treats the calculation, the pattern stringer, and the verification of that pattern before it is traced onto the remaining stock as three separate, sequential checkpoints, because an error caught at the pattern stage costs one board; the same error caught after all stringers are cut costs the full stringer set.
The framing square and stair-gauge layout method taught here is the same method referenced anywhere else in this book that a site-built stair or stair-like component must be laid out from a calculated rise and run.
This project covers:
This project does not authorize the learner to:
Any discrepancy between the field-measured elevation, the approved stair dimensions, and the calculated rise and run must be resolved before cutting the pattern stringer.
Establish these references before any layout begins, and do not change them once the pattern stringer has been marked.
| Term | Definition |
|---|---|
| Total rise | The exact field-measured vertical distance from the lower finished surface to the upper finished surface the stair connects, measured from the same reference surfaces used by the approved stair design |
| Unit rise | The height of one riser, calculated by dividing the total rise by the approved number of risers |
| Unit run | The horizontal depth of one tread, taken from the approved stair specification |
| Total run | The unit run multiplied by the number of treads, measured horizontally from the first riser to the last riser |
| Pattern stringer | The single stringer laid out, cut, and verified first, used as the tracing reference for every matching stringer |
| Throat depth | The remaining solid width of the stringer measured from the inside corner of a tread/riser notch to the stringer's opposite edge |
Complete and record this calculation before marking the pattern stringer:
Field-measured total rise: ______ Approved number of risers: ______ Calculated unit rise: ______
Approved unit run: ______ Number of treads: ______ Calculated total run: ______
Tread thickness/finish flooring allowance: ______ Top connection detail: ______ Bottom bearing detail: ______
Every stringer layout in this project follows the same sequence: measure the actual elevation, calculate rise and run, lay out and verify one pattern, then trace and cut matching stringers from that verified pattern. Skipping the verification step and cutting all stringers directly from a calculated but untested pattern is the most common cause of a stair that must be substantially rebuilt.
Total rise is measured, not assumed, at the exact location the stair will be built, because floor and landing elevations vary from the plan by ordinary construction tolerance. The number of risers is fixed by the approved stair specification; dividing the field-measured total rise by that fixed riser count produces the unit rise actually used for layout. A pattern stringer that checks out on paper but has not been set in the opening can still fail on headroom, top connection, or landing clearance — conditions the calculation alone does not confirm.
Every riser in the completed flight, including the top riser formed by the floor or landing surface and the bottom riser formed by the finished lower surface, must fall within the tolerance stated on the approved stair specification. Include finish flooring and tread-thickness allowances in the calculation before marking the pattern stringer, not after.
Do not trace and cut matching stringers until the pattern stringer has been test-fitted at the opening and its top connection, bottom bearing, total rise, run, headroom, and landing relationship are confirmed against the approved specification. An unverified pattern error is repeated in every matching stringer traced from it.
Maintain temporary guards at the stair opening throughout layout, cutting, and installation. Do not remove required guards to test-fit a stringer without installing an equivalent temporary barrier at the affected edge for the duration of the fit check.
Maximum and minimum unit rise, minimum unit run, riser uniformity tolerance, and minimum headroom vary by jurisdiction and stair use. Verify the applicable requirements and the approved project specification before finalizing the stair calculation.
FR-103 – FR-108
Calculation / Layout / Fabrication / Installation Qualification
Scope: one complete stringer set for the stair opening and landing framed in Project 17, consisting of the approved number of stringers laid out from a single verified pattern, cut, installed on approved top and bottom bearing supports, and set at the approved spacing across the full stair width.
| Component | Quantity | Material | Finished Size | Preparation |
|---|---|---|---|---|
| Stair stringers | Per approved specification | Per approved specification | Per calculated rise/run and approved stringer depth | Laid out from verified pattern, cut, inside corners hand-finished |
| Top bearing support | Per approved detail | Per approved detail | Per approved detail | Installed at header before stringers are set |
| Bottom bearing support | Per approved detail | Per approved detail | Per approved detail | Installed at lower landing or floor before stringers are set |
| Temporary treads | Per approved sequence | Per project specification | Per stringer width | Installed only if the approved sequence permits temporary use before finish treads |
Install top hangers, ledgers, bearing blocks, posts, and stringer-to-header or stringer-to-landing connectors exactly as specified in the approved stair and connector detail. Do not substitute fastener type, diameter, length, or spacing for a listed connector's required fasteners. Where the approved detail does not specify a value, obtain it from the design professional or manufacturer instructions before installing that connection.
| Check | Standard |
|---|---|
| Riser uniformity | Every riser height, including top and bottom risers, within the tolerance stated on the approved stair specification |
| Tread uniformity | Every tread run within the tolerance stated on the approved stair specification |
| Throat depth | Remaining stringer width at every notch meets or exceeds the minimum stated in the approved specification |
| Stringer matching | All matching stringers agree with the verified pattern within the tolerance stated on the approved specification |
| Top and bottom bearing | Full bearing contact at both ends, matching the approved connection detail |
| Headroom and landing clearance | Meets the minimum stated in the approved stair specification |
| Stringer spacing | Matches the approved specification across the full stair width, measured at top, middle, and bottom |
Inspect the completed stringer set using the same checks regardless of stair width or stringer count.
Complete the Inspection Checklist below before treads, risers, or finish stringers are installed.
Probable cause: the total rise was divided by an incorrect riser count, the stair gauges shifted during pattern layout, or tread thickness and finish-flooring allowances were not included before marking the pattern.
Confirmation: re-measure the field total rise, recalculate unit rise using the approved riser count, and compare every marked riser line on the pattern stringer against that value.
Correction: if the pattern is in error, correct it and re-verify before tracing further stringers; if stringers were already cut from an incorrect pattern, do not adjust individual risers in the field — recut the affected stringers from a corrected, re-verified pattern.
Reinspection: repeat the riser-uniformity check across the full installed set.
Probable cause: the stringer stock width is undersized for the calculated rise and run, or the tread/riser notch layout was marked too deep.
Confirmation: measure the remaining throat depth at the narrowest notch on the pattern stringer and compare it with the minimum stated in the approved specification.
Correction: obtain wider stringer stock or a revised stringer detail from the design professional; do not reduce the notch depth in a way that changes the calculated unit rise or unit run without an approved revision.
Reinspection: repeat the throat-depth check on the corrected pattern before tracing matching stringers.
Probable cause: the pattern shifted during tracing, the tracing tool was not held tight to the pattern's reference edge, or a different stair-gauge setting was used to mark a "matching" stringer independently.
Confirmation: lay the suspect stringer against the verified pattern on a flat surface and measure the difference at each tread and riser line.
Correction: discard the mismatched stringer and re-trace a replacement directly from the verified pattern, clamped securely for the full trace.
Reinspection: repeat the stringer-matching check across the full set before installation.
Probable cause: the framed opening from Project 17 does not match the assumption used in the stair calculation, or the total run was shortened without adjusting the opening.
Confirmation: measure headroom from the nose line of each tread position to the framing above and compare it with the minimum stated in the approved specification.
Correction: obtain a revised stair or opening detail from the design professional; do not reduce a riser count or unit rise in the field to gain headroom without an approved revision.
Reinspection: repeat the headroom check at every tread position once the revised detail is incorporated.
Probable cause: intermediate stringers were fastened before spacing was confirmed at all three check points, or the top or bottom bearing support was not installed square to the opening.
Confirmation: measure spacing between each pair of stringers at the top, middle, and bottom of the installed set and compare against the approved specification.
Correction: loosen the affected stringer's temporary fasteners, realign it using the chalk line reference, and re-fasten; correct the bearing support first if it is not square to the opening.
Reinspection: repeat the spacing check at all three points after correction.
Probable cause: the bearing support was installed at the wrong elevation, or the pattern stringer's top or bottom cut does not match the as-built header or landing condition.
Confirmation: inspect the bearing surface for gaps or partial contact at each stringer end and compare the as-built condition with the approved connection detail.
Correction: correct the bearing support elevation or obtain a revised connection detail from the design professional; do not shim a structural bearing connection without an approved method.
Reinspection: repeat the bearing check at every stringer end after correction.
This project ends with an installed, guarded stringer set and a completed calculation record, not with finish treads, risers, or guards installed.
| Competency | Independent Pass Standard | Not Demonstrated | With Assistance | Independently |
|---|---|---|---|---|
| FR-103 | Calculates total rise, riser count, unit rise, unit run, and total run correctly from the approved dimensions and field measurements | |||
| FR-104 | Lays out a pattern stringer with correct plumb cuts, tread and riser notches, and bottom cut using a framing square and stair gauges | |||
| FR-105 | Cuts the pattern and matching stringers without overcutting inside corners and finishes corners with the approved hand-tool method | |||
| FR-106 | Installs top and bottom bearing supports and sets stringers at the approved spacing, fully supported and aligned | |||
| FR-107 | Verifies every tread position for level and every riser position for uniformity across the installed set | |||
| FR-108 | Verifies stair width, rise/run uniformity, headroom, landing clearance, and connector installation and documents results completely |
Mark one column per competency. Only Demonstrated Independently awards the competency; Demonstrated with Assistance authorizes additional supervised practice but does not complete the requirement.
| Check | Plan Value / Requirement | Field Value | Within Tolerance (Y/N) | Correction (if any) |
|---|---|---|---|---|
| Field-measured total rise | ||||
| Riser count | ||||
| Calculated unit rise | ||||
| Approved unit run | ||||
| Calculated total run | ||||
| Throat depth (minimum) | ||||
| Pattern stringer test fit | Verified before tracing | |||
| Stringer matching | All stringers match pattern | |||
| Top/bottom bearing | Full contact per detail | |||
| Stringer spacing (top/mid/bottom) | ||||
| Headroom |
Open discrepancies attached: ____________ Responsible authority for each: ____________
Stringer installation declared: ______ (Pass/Fail) Date: ____________ Builder name: ____________
With the stair calculation complete, the pattern stringer verified, matching stringers traced and cut, bearing supports installed, and the stringer set secured at the approved spacing, review the finished work against the Acceptance Standards table and confirm every riser and tread is uniform within tolerance, throat depth meets the minimum, all stringers match the verified pattern, top and bottom bearing provide full contact, headroom and landing clearance meet the approved minimum, and stringer spacing is consistent at the top, middle, and bottom of the set. Complete the Inspection Checklist before treads, risers, or finish guards are installed. If a discrepancy remains open, identify the responsible authority and required decision before proceeding.
You have completed the eighteenth project in the residential framing sequence: building and installing basic stair stringers. This project required you to calculate total rise, riser count, unit rise, unit run, and total run from the approved dimensions and field measurements (FR-103), lay out a pattern stringer with correct plumb cuts, notches, and bottom cut (FR-104), cut the pattern and matching stringers without overcutting inside corners (FR-105), install bearing supports and set the stringers at the approved spacing (FR-106), verify tread level and riser uniformity across the installed set (FR-107), and verify and document stair width, rise/run uniformity, headroom, landing clearance, and connector installation (FR-108).
You now have an installed, guarded stringer set ready for treads, risers, guards, and finish work. The identification, planning, and structural-repair skills in the next project apply to a different category of framing work: diagnosing and correcting damaged residential framing under an approved repair detail.
Do not permit use of this stair by anyone until required temporary guards remain installed and the stair has passed inspection.