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newSchoolWorks.com › VoTechWorks › Building & Construction › Masonry › Stone Masonry: Selection, Layout, and Construction › Lesson 3
BLD-MASO04-04 · Lesson 3 · 10 clock hours · demo

Stone Layout: Reading Drawings, Coursing, and Dry-Stack Planning

Objective. Students will read a simple masonry drawing for a stone wall, calculate coursing heights and unit quantities, and produce a dry-stack layout of an assigned pattern that is plumb within 1/8 inch and level within 1/8 inch over a 4-foot run.

⚠ 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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Why Layout Comes Before Mortar

Every hour you spend planning a stone wall on paper and on the floor saves multiple hours of teardown and rebuilding once mortar sets. A dry-stack layout—placing units without mortar—lets you audition your entire pattern, catch problems with unit size variation, and confirm that coursing heights, head joints, and bond all work before anything becomes permanent. This lesson teaches you to read a masonry working drawing, extract the numbers you need, and translate those numbers into a precise physical layout.

Reading a Masonry Working Drawing

A masonry working drawing for a stone wall typically includes a plan view (looking straight down), an elevation view (looking straight at the face), and sometimes a section view (a vertical slice through the wall). For coursed ashlar work, the elevation is your primary reference: it shows the wall height, overall width, course heights, mortar joint thickness, and the bond pattern.

Using a Scale Rule

Architectural drawings in the US are usually drawn at a stated scale such as 1/4" = 1′-0" or 1/8" = 1′-0". A triangular scale rule has multiple scale edges. Line up the correct scale, place the zero at one end of the feature you are measuring, and read the dimension directly in feet and inches. Always confirm the scale against a noted dimension on the drawing before you trust your measurements—drawings can be printed at a size different from the original.

What to Extract from the Elevation

For a coursed ashlar wall you need: overall wall width, overall wall height, number of courses, height of each course (stone unit height plus joint thickness), and the length of a typical unit. From those numbers you can build a materials list and a story pole.

The Story Pole

A story pole (also called a storey rod or gauge rod) is a straight piece of wood or aluminum with course heights marked on it at full scale. Once you set your first course, you hold the story pole against the wall and transfer each course line directly—no repeated measuring and no accumulation of small errors. Mark both the bottom and top of each stone unit and label the joint lines clearly. The story pole is one of the most valuable layout tools in the trade.

Coursing and Bond Pattern Rules

Consistent course height is the first rule of coursed ashlar: every course must be the same height (unit + joint). Even small deviations add up over a tall wall.

Bond pattern is the rule about how head joints (vertical joints between units in the same course) line up from course to course. The most important rule: avoid continuous vertical joints, sometimes called a stack bond. A continuous vertical joint running through two or more courses creates a structural weak plane. In a running bond or ashlar pattern, the head joint of one course should fall near the center of the unit above or below it—offset by at least one-third of the unit length is the standard minimum practice.

Planning head joint placement begins on paper. Sketch each course on graph paper or your drawing, noting where each head joint falls. When you move to the floor layout, start with a chalk line for the wall base, set your end units first, then fill in the field, adjusting unit position to keep head joints staggered.

Safety in the Stone Lab

Stone units are heavy. Even a small ashlar block can cause a crush injury to fingers or feet.

Checking Plumb and Level

After laying each course, check your work at four locations along the 4-foot run:

1. Level: Rest a 4-foot level on top of the course and read the bubble. A tolerance of 1/8 inch over 4 feet is tight—it means the wall top is nearly perfectly horizontal.

2. Plumb: Hold the level vertically against the face of the wall, or use a plumb bob hung from the top edge. A plumb bob never lies: gravity always pulls the string perfectly vertical. Record the gap between the string and the face at top and bottom.

Record every reading on your layout log before you make any adjustment. Your log is the paper trail that proves the wall meets tolerance and it becomes your reference when mortar work begins next session.

Calculating Unit Quantities

To estimate units needed: divide the wall area (length × height) by the area of one unit face (unit length × unit height), then add a waste factor. For a cut-stone ashlar job on a simple rectangular wall, a 5–10% waste factor is typical for a beginner; an experienced mason may use less. Always round up to whole units when ordering.

Key terms9

AshlarStone that has been cut to a rectangular shape with smooth, uniform faces, allowing it to be laid in regular courses.
Course heightThe combined vertical dimension of one stone unit plus the mortar joint above or below it, measured from the bottom of one joint to the bottom of the next.
Story poleA straight rod or board with course heights marked at full scale; used to transfer accurate coursing heights to the wall without repeated tape measurement.
Bond patternThe planned arrangement of masonry units in a wall, specifically the way head joints are offset from course to course to tie the wall together and avoid continuous vertical joints.
Head jointThe vertical mortar joint between adjacent units within the same course.
Dry-stack layoutPlacing masonry units without mortar to verify pattern, coursing, and dimensions before permanent installation.
PlumbPerfectly vertical; confirmed with a level or plumb bob. A wall face that is plumb has no tilt forward or backward.
Scale ruleA drafting tool with multiple scaled edges that allows direct reading of real-world dimensions from a scaled drawing.
Continuous vertical jointA head joint that aligns through two or more consecutive courses, creating a structural weak plane; this is a bond defect to be avoided.

Worked examples4

1. A masonry elevation drawing shows a wall 4 feet wide by 3 courses high drawn at 1/4" = 1′-0". You measure each course height on the paper and get 1 inch. What is the actual course height?
  1. At 1/4" = 1′-0", every 1/4 inch on paper equals 1 foot in the field.
  2. So 1 inch on paper equals 4 × 1 foot = 4 feet. That is clearly too large for a single stone course—re-examine the scale.
  3. Re-read the drawing: the scale is 1/2" = 1′-0". Re-measure and find each course is 3/8 inch on paper.
  4. At 1/2" = 1′-0", every 1/2 inch = 1 foot, so 1 inch = 2 feet. Therefore 3/8 inch = (3/8 ÷ 1/2) × 1 foot = 0.75 feet = 9 inches.
  5. Actual course height = 9 inches.
Answer: Each course is 9 inches tall in the field. Always verify the scale against a noted dimension before measuring.
2. The wall is 4 feet wide, 3 courses high, with a course height of 9 inches (8-inch stone + 1-inch joint). Each ashlar unit is 16 inches long × 8 inches tall. How many units are needed for the wall face, including a 10% waste allowance?
  1. Wall area = 4 ft × (3 courses × 9 in/course). Total height = 27 in = 2.25 ft. Wall area = 4 × 2.25 = 9.0 sq ft.
  2. Unit face area = 16 in × 8 in = 128 sq in = 128 ÷ 144 = 0.889 sq ft.
  3. Number of units (no waste) = 9.0 ÷ 0.889 = 10.12; round up to 11 units.
  4. Add 10% waste: 11 × 1.10 = 12.1; round up to 13 units.
  5. Verify by direct count: 4 ft = 48 in per course; 48 ÷ 16 = 3 units per course; 3 courses × 3 units = 9 units net. With 10% waste: 9 × 1.10 = 9.9, round up to 10 units. (The area method slightly overstates because it includes joint area; the direct count method is more precise for a simple rectangular wall with no cuts.)
Answer: Order 10 units by direct count (plus waste). For a simple rectangular wall, the unit-count method is more precise than the area method when unit dimensions are known.
3. You are marking a story pole for 3 courses. Course height is 9 inches (8-inch unit + 1-inch joint). Mark the bottom of each unit and the top of each course from the base.
  1. Course 1: bottom of unit at 0 inches (base); top of unit at 8 inches; top of joint (bottom of next course) at 9 inches.
  2. Course 2: bottom of unit at 9 inches; top of unit at 17 inches; top of joint at 18 inches.
  3. Course 3: bottom of unit at 18 inches; top of unit at 26 inches; top of joint (wall top) at 27 inches.
  4. Mark each of these seven points clearly on the pole, label them C1-bottom, C1-top, C2-bottom, C2-top, C3-bottom, C3-top, Wall-top.
Answer: Story pole marks at 0, 8, 9, 17, 18, 26, and 27 inches from the base.
4. After dry-stacking, you check plumb at one location. The plumb bob string hangs 1/4 inch away from the wall face at the base and 1/8 inch away at the top of the 27-inch-tall layout. Is this within tolerance, and which direction does the wall lean?
  1. Plumb tolerance for this exercise is 1/8 inch over the full height.
  2. The difference between top reading and bottom reading = 1/4 in − 1/8 in = 1/8 in. (If the string is held at the top and the gap is measured at the bottom, the wall leans toward the string at the bottom.)
  3. The out-of-plumb deviation is 1/8 inch, which equals—but does not exceed—the 1/8-inch tolerance.
  4. The wall leans slightly toward the face at the base (the base is closer to the string than the top is, meaning the wall tilts backward—away from you—at the top).
Answer: The wall is exactly at the 1/8-inch tolerance limit. It technically passes, but you should note it in the layout log and be alert for any additional deviation once mortar is added. The wall leans away from the face at the top.

The math in this lesson2

Learners scale course heights at 1/4 in = 1 ft, count 16 in ashlar units per course, and mark a 9 in story pole.
7.G.1N-Q.1
Brush up in the math halls at newSchoolWorks.com:
In class: Instructor draws a 4-foot-wide by 3-course-high ashlar wall elevation on the board; students use a scale rule to determine each course height, calculate the number of units needed, and sketch a materials list—instructor reviews answers as a class. · Using chalk lines, story pole, level, plumb bob, and tape measure, students lay out a dry-stack (no mortar) single-wythe coursed ashlar pattern on the lab floor, adjusting head joints to avoid continuous vertical joints and maintaining consistent course height. · Students self-check plumb and level with a 4-foot level at four locations, record measurements on a layout log, and identify any adjustments needed before mortar is introduced in the next lab lesson.
Materials: Stone masonry working drawings (program-produced), scale rules, story pole, chalk line, 4-foot level, plumb bob, tape measure, layout log forms, dry stone units (ashlar blocks or manufactured stone)
Check: Layout log reviewed by instructor: dry-stack wall plumb within 1/8 inch and level within 1/8 inch at all four check points before student advances to mortar work.

Practice check8

Answer each question, then check it. Nothing is recorded; this is your own practice.

NCCER Masonry - Reading Plans and Drawings
1. On a drawing at 1/4" = 1′-0", a course height measures 3/8 inch. What is the actual course height?
NCCER Masonry - Masonry Units and Installation Techniques
2. What is the primary structural reason for avoiding continuous vertical joints in a stone wall?
NCCER Masonry - Layout Tools and Techniques
3. A story pole is most useful because it:
NCCER Masonry - Quality Control and Inspection
4. You are checking a dry-stack wall with a 4-foot level and find the bubble is off by more than one graduation at the second check point. The correct next step is to:
OSHA 10 - Personal Protective Equipment
5. Which PPE item is MOST important to protect against crush injuries to the feet when handling ashlar blocks?
NCCER Masonry - Mathematics for Masonry
6. A wall course is 9 inches tall (8-inch stone + 1-inch joint). After three courses, what is the total wall height?
OSHA 10 - Hazard Recognition and Avoidance
7. When snapping a chalk line in the lab, the safe practice is to:
NCCER Masonry - Masonry Units and Installation Techniques
8. In a coursed ashlar bond pattern, head joints in adjacent courses should be offset by at least:
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