Safety Cue
Task-specific safety guidance for ordinary work hazards.
Project 08
Calculate a uniform rise and run, lay out and cut stair stringers, install them against a stable platform and landing, hang treads, and inspect the finished stair for the geometry and support every later guard and handrail chapter depends on.
These cues appear at the point of work. They identify safety, code, manufacturer, and measurement issues before they become rework or hazards.
Task-specific safety guidance for ordinary work hazards.
Serious injury, fire, or major damage is possible.
Practical work-area safety: lighting, cords, footing, and housekeeping.
Local requirements vary. Verify permit, inspection, and jurisdictional rules.
Follow product-specific instructions for tools, materials, and equipment.
Clearance, layout, spacing, and reference-point guidance.
This project qualifies you to calculate stair geometry from a measured total rise, lay out and cut approved stringers, install those stringers against an accepted platform and a stable lower landing, hang risers and treads, and inspect the finished stair before it carries foot traffic. The finished work product is one complete exterior stair section: uniform risers and treads, securely connected stringers, and a documented inspection record.
You will measure total rise from the finished deck surface to the finished lower landing, calculate the number of uniform risers the approved design allows, lay out and cut a template stringer, verify it against the approved throat depth and notch limits, use it to produce the remaining stringers, install and connect every stringer, hang treads and risers, and inspect the completed stair for uniformity, attachment, and safe use before it is opened.
This project assumes Project 06 (deck framing) and Project 07 (decking) are complete and inspected, and it builds the stair that Project 09 will fit with guards and a graspable handrail. No stair built under this project is opened to use until barricading is removed under the acceptance standards in this chapter, and no guard or handrail work in Project 09 depends on a stair that has not passed the checks in this chapter first.
This project depends on the accepted deck frame and decking surface from Project 06 and Project 07, and it depends on the site drainage and grade information recorded back in Project 01. The stair geometry, stringer attachment, and landing condition documented here are the load path and reference that Project 09 uses to install guards, handrail, and stair-transition components. A stair that has not passed the acceptance standards and inspection in this chapter cannot be handed to Project 09 for guard and handrail work.
The discipline built in this chapter — calculating uniform rise and run before any cut is made, verifying a template stringer before committing the remaining stock, and treating a stair as unsafe to use until it is fully inspected — is the same discipline that governs stair and access work throughout the rest of this book, including the Chapter 20 capstone.
This project covers:
This project does not authorize the learner to:
Any riser, tread, or stringer condition that cannot be confirmed as uniform, or any stringer connection that cannot be verified against the approved detail, must be resolved before this project is declared complete.
Establish these references before any stringer is laid out, and do not change them mid-project.
| Term | Definition |
|---|---|
| Total rise | The vertical distance from the finished lower landing to the finished deck surface, measured on site before layout begins |
| Riser height | The vertical height of one step, calculated by dividing total rise by the approved number of uniform risers |
| Tread run | The horizontal depth of one step, set by the approved design and confirmed against nosing and finish thickness |
| Stringer | The cut, notched framing member that supports risers and treads and carries the stair's load to the platform and landing |
| Throat depth | The remaining solid width of a stringer after the rise-and-run notch is cut; a minimum required to keep the stringer from failing at the notch |
| Landing | The stable surface at the top or bottom of a stair where a full stride is taken; must be confirmed level, stable, and at the correct elevation before layout |
| Nosing | The projection of a tread beyond the riser face below it, included in tread-run calculations where the approved design specifies it |
Before cutting any stringer, record the approved stair geometry directly on the stair layout worksheet:
Total rise measured: ______ Number of risers: ______ Riser height: ______ Tread run: ______
Stair width: ____________ Stringer count and spacing: ____________ Landing type: ____________
Every stair in this book, from a short deck step to the Chapter 20 capstone, follows the same sequence taught here: measure total rise, calculate uniform geometry, lay out and verify a template, cut and install the remaining stringers, hang treads, and inspect before use. Learning that sequence on this stair means every later stair in this book starts from a method you already trust.
A stair with even one riser out of tolerance from the rest of the run is a fall hazard, because a foot expects the same step height every time. Every riser is calculated from the same measured total rise and the same approved number of risers, and every stringer is laid out from the same square settings, so the finished run is uniform top to bottom.
Riser height, tread run, stringer notch limits, stair width, and landing requirements are set by the approved plans and adopted code for the jurisdiction. Do not invent or estimate these values. Confirm the current requirement for the specific stair before cutting any stringer.
An overcut at the inside corner of a stringer notch weakens the stringer at its most highly loaded point and can lead to a sudden structural failure under foot traffic. Finish every inside corner with a handsaw or an approved tool, never by extending the circular saw cut past the layout line.
Support stringer stock fully during cutting, keep hands clear of the cut line, and use eye and hearing protection for every cut. Carry cut stringers with a partner where length or weight makes single-person handling unstable.
Measure total rise from the actual finished deck surface to the actual finished landing surface, not from a plan dimension alone. A landing that settles, or a deck surface that sits slightly different from the plan elevation, changes the total rise and every riser calculated from it.
OS-043 – OS-048
Exterior Stair Construction Qualification
Deliverable: one exterior stair section with uniform risers and treads, stringers cut to the approved geometry, secure upper and lower connections, hung risers and treads, and a completed stair inspection record.
| Component | Quantity | Format | Standard | Preparation / Purpose |
|---|---|---|---|---|
| Total rise record | 1 | Worksheet entry | Measured on site from finished deck to finished landing | Establishes the baseline for all geometry calculations |
| Riser and tread calculation | 1 | Worksheet entry | Uniform riser height and tread run per approved design | Sets the layout dimensions for every stringer |
| Template stringer | 1 | Cut and test-fit | Verified against throat depth, notch limits, and total rise before use as a pattern | Confirms the layout before remaining stringers are cut |
| Stringer set | Per design | Cut, treated, installed | Uniform spacing, approved upper and lower connections, lateral restraint | Carries the stair's load to the platform and landing |
| Risers and treads | Per design | Installed | Approved overhang, spacing, support, and fasteners | Provides the finished walking surface |
| Stair inspection record | 1 | Signed worksheet | Uniformity, attachment, landing, and slip and drainage confirmed | Authorizes use of the stair and handoff to Project 09 |
| Check | Standard |
|---|---|
| Total rise and geometry | Total rise measured on site; riser height and tread run calculated to the approved design and confirmed uniform |
| Template stringer | Test-fit against platform and landing and accepted before remaining stringers are cut |
| Stringer cuts | No inside-corner overcuts; throat depth and notch limits within the approved detail on every stringer |
| Stringer installation | Approved upper and lower connections, uniform spacing, and lateral restraint installed and verified |
| Treads and risers | Installed with approved overhang, spacing, support, and fasteners; every riser and tread measured for uniformity |
| Landing and drainage | Landing confirmed stable and at the correct elevation; stair surfaces checked for slip hazard and drainage |
Inspect the completed stair using the same checks regardless of stair width, riser count, or landing type.
Complete the Stair Inspection Worksheet in the Inspection Checklist section below before opening the stair to use or beginning Project 09.
Probable cause: the stair-gauge settings were changed between stringers, or total rise was estimated from a plan dimension rather than measured on site.
Confirmation: measure every finished riser height and compare each to the calculated value.
Correction: re-measure total rise on site, recalculate riser height, and re-lay-out and re-cut the affected stringers using a single verified gauge setting.
Reinspection: repeat the geometry check on the corrected run.
Probable cause: the circular saw cut was extended past the layout line instead of being finished with a handsaw.
Confirmation: inspect each inside corner for a cut that extends beyond the intended notch line, and check remaining throat depth against the approved minimum.
Correction: reject the overcut stringer, cut a replacement from the accepted template, and finish every inside corner with a handsaw.
Reinspection: repeat the stringer check on the replacement.
Probable cause: a stringer was set and treads were started before the specified connector or fastener schedule was completed.
Confirmation: inspect each stringer's upper and lower connection against the approved detail and fastener schedule.
Correction: remove treads as needed to access the connection, install the specified connector and fasteners, and confirm spacing and lateral restraint.
Reinspection: repeat the attachment check on the corrected stringer.
Probable cause: a tread was fastened without confirming full bearing on the stringer, or a stringer notch was cut slightly out of alignment with the others.
Confirmation: check each tread with a level and inspect bearing at every stringer contact point.
Correction: remove and reset the affected tread, correct stringer alignment where needed, and refasten with full bearing confirmed.
Reinspection: repeat the tread and riser check on the corrected installation.
Probable cause: the landing was assumed to be at its final condition without confirming it on site before stringer layout began.
Confirmation: check the landing for level, stability, and elevation against the approved design.
Correction: correct the landing condition before continuing, and recheck total rise and riser height once the landing is accepted.
Reinspection: repeat the landing and drainage check, and recheck geometry if the landing elevation changed.
Probable cause: barricades were removed once the stair appeared finished, without completing the full acceptance-standards review.
Confirmation: review the stair inspection worksheet for any unchecked or incomplete item.
Correction: re-barricade the stair, complete every remaining check, and correct any deficiency found.
Reinspection: repeat the full inspection before removing barricades again.
This project ends with the stair barricaded and its records compiled, not with the stair opened for casual use.
| Competency | Independent Pass Standard | Not Demonstrated | With Assistance | Independently |
|---|---|---|---|---|
| OS-043 | Calculates uniform riser height and tread run from an on-site total-rise measurement and the approved design | |||
| OS-044 | Lays out stair stringers using a framing square, stair gauges, and a verified template method | |||
| OS-045 | Cuts stringers within throat-depth and notch limits without overcutting inside corners | |||
| OS-046 | Installs stringers with approved upper and lower connections, spacing, and lateral restraint | |||
| OS-047 | Installs risers and treads with approved overhang, spacing, support, and fasteners | |||
| OS-048 | Inspects the completed stair for uniformity, attachment, landing condition, and slip and drainage before use |
Mark one column per competency. Only Demonstrated Independently awards the competency; Demonstrated with Assistance authorizes additional supervised practice but does not complete the requirement.
| Item | Standard | Recorded Finding | Confirmed (Y/N) | Correction (if any) |
|---|---|---|---|---|
| Total rise and geometry | Measured on site; riser height and tread run uniform and to approved design | |||
| Template stringer | Test-fit and accepted before remaining stringers cut | |||
| Stringer cuts | No inside-corner overcuts; throat depth within approved limits | |||
| Stringer connections | Approved upper and lower connections, spacing, lateral restraint installed | |||
| Treads and risers | Approved overhang, spacing, support, and fasteners; uniform across run | |||
| Landing and drainage | Stable, correct elevation, sheds water, no slip hazard |
Total rise: ____________ Riser count / height: ____________ Tread run: ____________
Stair declared ready for use / for Project 09: ______ (Pass/Fail) Date: ____________ Builder name: ____________
With all six worksheet items recorded, review the completed stair against the Acceptance Standards table and confirm total rise was measured on site and riser height and tread run are uniform and correctly calculated, the template stringer was test-fit and accepted before remaining stringers were cut, no stringer shows an inside-corner overcut and every throat depth meets the approved limit, every stringer connection matches the approved schedule with spacing and lateral restraint installed, every tread and riser is installed to the approved overhang, spacing, support, and fasteners, and the landing is stable, correctly elevated, and free of slip hazards. Complete the Stair Inspection Worksheet and correct any incomplete item before removing barricades or beginning Project 09. If an item is incomplete, identify whether the gap is a geometry error, a connection deficiency, a tread or riser support issue, or a landing condition before rechecking it.
You have completed the eighth project in the outdoor structures sequence: building deck stairs. This project required you to calculate stair rise and run (OS-043), lay out stair stringers (OS-044), cut stringers without overcutting inside corners (OS-045), install stringers with approved connections (OS-046), install treads and risers (OS-047), and inspect stair safety (OS-048).
You now have a complete, inspected exterior stair with uniform geometry, secure stringer connections, and a documented inspection record. That stair, still barricaded, carries directly into the next project: fitting it with the guards and graspable handrail every open stair in this book requires before it can be used.
Store your stair layout worksheet and inspection record with the project records. You will reference the total rise, riser and tread geometry, and stringer connections recorded here throughout Project 09 and the rest of this book.