BLD-MASO04-02 · Lesson 6 · 22 clock hours · practice
Building Corner Leads and Running Bond Wall Courses
Objective. The learner will build a two-corner-lead, six-course running-bond practice wall section that is plumb within 1/4 inch, level within 1/8 inch per 4-foot run, and has full bed and head joints within the 3/8-inch tolerance.
⚠ Pending professional review
This lesson, its worked examples and its practice questions has not yet been verified by a licensed professional engineer or master tradesperson or by a certification or approval body. It is a study draft and may contain errors. Do not use it as instructions for work on a job site or on live equipment. Always follow your instructor, your supervising professional, and current official references and regulations.
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Building Corner Leads and Running Bond Wall Courses
Corner leads are the foundation of any coursed brick wall. They establish plumb, level, and spacing for every course that follows. A lead is a stepped, pyramid-like section of brick built at each end or corner of a wall. When both leads are complete, a string line pulled between them guides each intermediate course. Getting the leads right means the filled wall between them will be right; getting them wrong means every error is locked in as the wall grows.
What a Running Bond Lead Looks Like
In running bond — the most common brick pattern — each course is offset from the one below by half a brick length. A six-course lead therefore starts with the widest course at the bottom and steps back by one brick per course as it rises. The result looks like a staircase when viewed from the side. The racking keeps the lead plumb while giving you a clean edge against which to pull your string line for each intermediate course.
Setting Up Before You Lay a Brick
Before mixing or opening mortar, complete your safety checks. Wear safety glasses, leather-palm gloves, and steel-toed boots at all times on the lab floor. Keep the work area clear of tripping hazards. When carrying brick, stack no more than you can handle safely — crushed fingers from dropped brick are among the most common masonry injuries. Wet mortar is caustic; if it contacts skin, rinse immediately with clean water. Have a first-aid kit within reach.
Set up your story pole alongside the planned lead location. A story pole is a straight rod marked at each mortar-joint interval — for standard modular brick on a 3/8-inch joint, each course mark is at 2-5/8 inches (brick height) plus 3/8 inch (joint) = 3 inches per course. Six courses will rise exactly 18 inches on a properly laid story pole. Check that your work surface is clean, dampened if required by conditions, and that your mortar is pre-batched Type S, mixed to the correct consistency — it should hold its shape on the trowel without slumping but spread smoothly when thrown.
Building the First Lead: Step by Step
Throw and furrow the bed joint. Using your brick trowel, throw enough mortar to cover the footprint of three to four bricks. Draw the tip of the trowel down the center to create a slight furrow — this helps mortar spread under the full face when the brick is pressed down.
Set the corner brick. Place the corner brick firmly, tapping with a rubber mallet to bring it to the correct height. Check plumb on two adjacent faces with your 4-foot mason's level. Check level along the course. The brick must be plumb and level before you move on.
Butter head joints and lay the first course. For each brick added to the first course, butter the head joint on the end of the brick being placed — not on the brick already set. Press the brick firmly against the previous one so mortar squeezes out slightly at the joint face. Head joints must be full; voids create moisture paths and weaken the wall.
Rack back each successive course. Each course in the lead starts one half-brick shorter than the course below. Before laying the second course, apply a full bed joint over the first. Set the corner brick, check plumb and level again, then lay the remaining bricks for that course. Repeat, course by course, up to six courses. Check plumb continuously with your level held against the face and side of the lead.
Filling Between the Leads
Once both leads are complete, pull a string line between them for each course. Use line blocks secured to the outer face of each lead brick at the exact course height marked on your story pole. The string line must be taut — a sagging line produces a bowed wall. Lay bricks to the string, keeping the top face and outer face of each brick just touching the line without pushing it. This is called "laying to the line."
Tool the joints after the mortar reaches thumbprint hardness — when a firm thumb press leaves a clean print but mortar does not smear. Tooling with a jointing iron compresses the mortar, improves weather resistance, and produces a uniform concave profile. Work bed joints first, then head joints. Brush away loose mortar crumbs with a soft brush; sponge the face lightly if needed.
Checking Your Work
Use the 4-foot mason's level to check plumb at multiple points along the wall — not just at the leads. Check level along each course with the level resting flat on the brick surface. Use the tolerance checklist: plumb must be within 1/4 inch over the full six-course height; level must be within 1/8 inch per 4-foot run; every joint must measure 3/8 inch, plus or minus 1/8 inch. After raking, no void should be visible in any joint. Record every measurement in your lab log and note any correction you made and why.
Common Errors and How to Fix Them
If your lead drifts out of plumb, do not try to correct it by tilting one brick — you will create a worse error two courses later. Remove the offending brick, clean the bed joint, re-lay with corrected mortar thickness, and recheck. If head joints are inconsistent, work on your buttering technique: apply mortar to the full end of the brick, press firmly, and let the squeeze-out tell you the joint is full. Thin joints mean too little mortar was applied; fat joints mean too much or the brick was not pressed firmly enough.
Key terms10
Corner leadA stepped, racked section of brick built at each end of a wall to establish plumb, level, and joint spacing before the intervening courses are filled in.
Running bondA brick pattern in which each course is offset from the course below by half a brick length, producing the overlapping vertical joint pattern most common in structural brick walls.
Racking backThe practice of stepping each successive course of a lead back by one brick so that the lead rises in a staircase profile, keeping the structure plumb and ready for a string line.
Bed jointThe horizontal layer of mortar on which a course of brick is laid.
Head jointThe vertical mortar joint between the ends of adjacent bricks within the same course.
Story poleA straight rod or board marked at every course interval — brick height plus joint thickness — used to verify consistent joint spacing as the wall rises.
String lineA taut line stretched between two corner leads at each course height to guide the placement of intermediate bricks for alignment and level.
Thumbprint hardnessThe stage of mortar set at which a firm thumb press leaves a clean, defined print without smearing; the correct time to tool and compress joints.
Type S mortarA mortar mix category with high compressive and bond strength, suitable for below-grade and above-grade applications including standard brick masonry walls.
Jointing ironA steel tool used to compress and shape mortar joints after they reach thumbprint hardness, creating a concave profile that sheds water and improves durability.
Worked examples4
1. A story pole is marked for standard modular brick with 3/8-inch joints. At what height should the marks for courses 1 through 6 appear on the pole?
- Identify the height of one standard modular brick: 2-5/8 inches (nominal face height in the US standard modular system).
- Add the joint thickness to one course: 2-5/8 in + 3/8 in = 3 in per course.
- Multiply by the course number for each mark: Course 1 = 3 in, Course 2 = 6 in, Course 3 = 9 in, Course 4 = 12 in, Course 5 = 15 in, Course 6 = 18 in.
- Verify: 6 courses × 3 in = 18 in total rise — the story pole mark for the top of Course 6 is at 18 inches.
Answer: Course marks at 3, 6, 9, 12, 15, and 18 inches; six courses of standard modular brick on 3/8-inch joints rise exactly 18 inches.
2. You measure the face of your six-course wall at the left lead and find it stands 18 inches tall. At the right lead the wall measures 18 inches tall. At a midpoint 4 feet from the left lead, a level resting on the top course reads 1/16 inch low on the right side. Does the wall pass the level tolerance?
- Identify the tolerance: level must be within 1/8 inch per 4-foot run.
- Convert the measured error to a fraction for comparison: 1/16 inch.
- Compare: 1/16 in < 1/8 in (which equals 2/16 in).
- The error is within the allowable tolerance.
Answer: Yes, the wall passes. A 1/16-inch deviation over a 4-foot run is within the 1/8-inch tolerance.
3. After completing a wall, you rake several joints and notice the head joints vary between 1/4 inch and 9/16 inch wide. The specified joint width is 3/8 inch ± 1/8 inch. Which joints are out of tolerance?
- Determine the tolerance range: 3/8 in minus 1/8 in = 2/8 in = 1/4 in (minimum); 3/8 in plus 1/8 in = 4/8 in = 1/2 in (maximum).
- Check the 1/4-inch joints: 1/4 in equals the minimum — exactly at the lower limit, so this is acceptable (on the boundary).
- Check the 9/16-inch joints: 9/16 in = 0.5625 in, which exceeds the 1/2-inch maximum by 1/16 in.
- Conclusion: the 9/16-inch joints are out of tolerance; the 1/4-inch joints are at the lower limit and acceptable.
Answer: Head joints measuring 9/16 inch are out of tolerance (exceed the 1/2-inch maximum). Head joints measuring 1/4 inch are at the lower boundary and pass.
4. Using a 4-foot mason's level held vertically against the face of your six-course lead, you see the bubble is off center by the width of one graduation line, which equals 1/8 inch of deviation per foot of height. The lead is 18 inches (1.5 feet) tall. What is the estimated total out-of-plumb error, and does it pass the 1/4-inch tolerance?
- Identify the error rate: 1/8 inch per foot of height.
- Multiply by the total height in feet: 1/8 in/ft × 1.5 ft = 3/16 in total deviation.
- Compare to tolerance: 3/16 in vs. 1/4 in (= 4/16 in).
- 3/16 in < 4/16 in, so the lead is within tolerance.
Answer: Estimated out-of-plumb error is 3/16 inch over six courses, which is within the 1/4-inch tolerance.
The math in this lesson1
Learners mark story-pole course heights, compare wall heights at leads, and check joint widths against 3/8 in ± 1/8 in.
N-Q.3
In class: Guided build (days 1–2): instructor builds one lead while narrating each step—butter the bed joint, set the corner brick, check plumb and level, rack back successive courses; learners then build the opposite lead simultaneously with instructor circulating. · Independent wall fill (days 3–4): learners fill between the two completed leads course by course, pulling a string line for each course, tooling joints after the mortar reaches thumbprint hardness, and cleaning excess mortar; they record observations and any corrections in their lab logs. · Self-assessment and peer review: completed walls are measured for plumb, level, and joint uniformity using a tolerance checklist; learners document findings with photos and written notes in their lab logs, then exchange walls with a partner for a blind check.
Materials: Fired clay standard modular brick (sufficient for practice walls), pre-batched Type S mortar, trowels (brick and margin), jointing iron, 4-foot mason's level, torpedo level, line blocks, string line, story pole, rubber mallet, joint raker, brush, sponge, lab log booklets, tolerance checklist
Check: Instructor measures each completed wall using a tolerance checklist: plumb ≤1/4 inch over six courses, level ≤1/8 inch per 4-foot run, all joints 3/8 inch ±1/8 inch, no voids visible when joint is raked; learner must meet all four criteria to pass the skills demonstration assessment.
Practice check8
Answer each question, then check it. Nothing is recorded; this is your own practice.
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