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How Upright Bricks Create Bands, Borders, and Opening Details

Theo Marchetti Aug 13, 2026 · 20 min read

How upright bricks create bands, borders, and opening details

A soldier course brick detail is a horizontal row of masonry units standing upright, usually with each brick’s long, narrow face exposed. The orientation creates a sequence of tall vertical faces and joints that can frame a window, emphasize a door, divide materials, finish a wall, or form a continuous band across a facade.

Its visual simplicity can be misleading. Soldier identifies how the units are turned; it does not establish whether they carry load, what supports them over an opening, or how the surrounding wall manages water and movement. Actual brick dimensions, mortar joints, adjacent coursing, opening support, and the complete wall assembly still have to be coordinated.

What is a soldier course in brickwork?

A soldier course is a horizontal row of bricks or other masonry units placed vertically, usually with each unit’s long, narrow face visible.

The terminology becomes clearer when the brick is described by direction:

Longest dimension: runs vertically.
Visible surface: the long, narrow face.
Completed course: runs horizontally across the wall.
Joints between units: form a repeated series of upright lines.

Although the individual bricks stand vertically, course still refers to the continuous, level row or horizontal layer they form. A masonry contractor’s terminology guide describes a course as a continuous level row and characterizes the soldier position as “vertical, long, narrow” (Walton & Sons’ guide to brick bonds and positions).

A simple orientation sketch looks like this:

             Longest brick dimension
                      ↑
                      │
        ┌─────┐ ┌─────┐ ┌─────┐ ┌─────┐
        │     │ │     │ │     │ │     │
        │     │ │     │ │     │ │     │
        │     │ │     │ │     │ │     │
        └─────┘ └─────┘ └─────┘ └─────┘
          exposed long, narrow faces

        ← horizontal direction of completed course →

The result contrasts with ordinary horizontal brickwork in two ways. Each brick appears taller than it is wide, and the aligned joints establish a regular vertical rhythm against surrounding horizontal bed joints and brick faces.

An actual soldier course may use ordinary field brick, special-size brick, cut brick, or another full masonry unit. Systems made with thin slips, panels, or stamped concrete can reproduce the appearance, but they do not become full-brick masonry merely because the same upright pattern is visible.

The term soldier alone does not identify:

whether the masonry carries load;
whether reinforcement is present;
whether a lintel or another assembly supports it;
whether it belongs to a masonry veneer or another wall type;
how it is anchored;
how water is managed;
or how movement is accommodated.

A useful orientation illustration should therefore label the exposed face, show the longest dimension pointing upward, and indicate that the completed course continues horizontally. A separate section or three-dimensional view is needed to explain depth into the wall.

Soldier vs. sailor, stretcher, header, and rowlock

Brick-position terminology can be confusing because words such as face, edge, side, and end are not always used consistently. A dependable comparison asks three questions:

Is the brick upright or horizontal?
Is the exposed surface long or short?
If a long surface is exposed, is it broad or narrow?

Position	Unit position	Surface facing the viewer	Common visual effect
Soldier	Upright, standing on end	Long, narrow face	Tall vertical units in a horizontal band
Sailor	Upright, standing on end	Broad long face	Wider upright units with fewer joints across the same run
Stretcher	Horizontal	Long face	Familiar horizontal brickwork
Header	Laid flat	Short end	Repeated short rectangular ends
Rowlock	Laid on its long, narrow side or edge	Short end	Short ends presented in an edge-laid course

A soldier and a sailor are both vertical. The difference is the surface turned toward the viewer: the soldier exposes the long, narrow face, while the sailor exposes the broader long face. A supplier’s orientation guide makes the same distinction between the two positions (North Georgia Brick’s guide to brick positions).

A stretcher displays a long face horizontally. It is the familiar position seen in many running-bond walls. Rotate that narrow long face until the brick’s length points upward, and the unit takes the soldier position.

A header remains horizontal but exposes the short end. A rowlock also exposes a short end, but the brick is turned onto its long, narrow side rather than laid flat. Rowlocks are often used at caps and sills, although location does not change the basic definition of the orientation.

The five positions can be represented schematically as follows. The diagrams show relative orientation rather than exact proportions or depth into the wall:

SOLDIER              SAILOR
long narrow face     broad long face
    ┌───┐              ┌──────┐
    │   │              │      │
    │   │              │      │
    │   │              │      │
    └───┘              └──────┘


STRETCHER
long face horizontal
┌───────────────┐
│               │
└───────────────┘


HEADER               ROWLOCK
short end exposed    short end exposed,
laid flat            unit laid on edge
┌───────┐            ┌───┐
│       │            │   │
└───────┘            │   │
                     └───┘

The sketch should not be used to infer how far a brick extends into the wall. A plan, section, or three-dimensional drawing is needed for that.

It is also important to distinguish a brick position from a bond pattern. Soldier, sailor, stretcher, header, and rowlock describe how an individual brick or course is turned. Running bond describes how units repeat and overlap across successive courses. A running-bond wall is usually composed mainly of stretchers, but soldiers, rowlocks, headers, and other positions can interrupt or accent it.

Where soldier courses are commonly used

Soldier courses are generally selected because they interrupt the visual direction of surrounding masonry. In a wall dominated by long horizontal faces and bed joints, the upright units introduce vertical rhythm while still creating a strong horizontal band.

Common placements include the following.

Above windows and doors. A row of soldiers can mark the head of an opening and visually frame it. The band may stop at the opening edges, extend beyond them, or continue across a larger portion of the facade. The visible pattern should be distinguished from the assembly that supports the masonry.

Around fireplaces and other openings. Soldiers can define the top or sides of a fireplace surround, niche, or interior opening. When the bricks run up the sides, they form a vertical border rather than a horizontal course in the strictest sense.

At wall tops. An upright course can create a distinct termination or border. The orientation itself does not establish how an exposed wall top is protected.

Between materials. A soldier band can mark a transition between brick and stone, siding, panels, or another brick color.

Within wall bands and borders. The detail may continue across a facade, wrap around a building, or emphasize a selected feature. Industry-association examples show vertically laid full units used as horizontal bands, contrasting accents, and opening details in combination with running bond (Masonry Institute of British Columbia design examples).

The choice of brick changes the visual effect:

Matching field brick creates a restrained accent in which orientation, joint direction, and shadow do most of the work.
Contrasting brick makes the band more prominent through color, texture, finish, or size.
Matching color with contrasting texture creates an intermediate effect that may become more or less visible as light changes.

Soldier courses can also be combined with running bond, rowlock courses, stack patterns, corbels, and other orientations. These combinations are best reviewed as one composition. Joint lines, endpoints, projections, and material changes affect whether the details appear coordinated.

Descriptions such as formal, traditional, bold, or modern are design judgments rather than technical properties. The same soldier course can read differently depending on brick proportions, mortar color, opening shape, facade scale, and adjacent details.

For design review, an annotated placement gallery can be more useful than isolated product photographs. A practical set would show:

a window head;
a door head;
a fireplace surround;
a continuous wall band;
a wall-top detail.

Each view should identify where the soldier pattern begins and ends, whether it matches the field brick, and which additional components complete the assembly.

Decorative pattern or structural element?

Soldier courses are commonly used as decorative details, but it is not accurate to declare that every soldier course is non-load-bearing. Orientation alone does not reveal the structural role of the masonry.

From an exterior photograph, a viewer usually cannot determine whether the visible course is:

supported by a steel lintel;
part of a reinforced masonry assembly;
carried by another designed support;
installed in a brick veneer;
connected to backing construction;
carrying masonry above;
or functioning only as cladding.

The important distinction is between the visible soldier pattern and the component or assembly that spans an opening. Upright bricks may sit over or conceal a lintel, but their appearance does not prove that they alone support the wall above.

A documented remodeling example used soldiers over flashing that covered a steel lintel; the upright bricks were not presented as an unsupported row spanning the window. The author also explains that lintel size and bearing vary with span and applicable requirements (John Carroll’s brick-veneer remodeling article).

For that reason, claims that soldier orientation inherently increases strength, stability, or structural integrity should be avoided. Turning a brick changes its visible geometry, but the performance of an opening belongs to the complete assembly.

Professional review is appropriate when:

an opening is being widened, moved, or newly cut;
the existing support is hidden or uncertain;
an opening is unusually wide;
an alteration has interrupted the existing bond;
brick or joints show displacement, sagging, or progressive cracking;
rust staining or other signs of possible deterioration appear near the opening;
masonry units are loose;
previous alterations have changed the wall;
or the available drawings do not identify the support.

A qualified mason can advise on materials, layout, workmanship, and practical access. Questions involving structural support, altered load paths, wide openings, or visible distress should be referred to an architect or structural engineer. Appearance alone is not enough to determine whether an opening is adequately supported.

Sizing and laying out a soldier course

The height of a soldier course begins with the brick dimension turned vertically. For a conventional rectangular brick, that is normally its length. Mortar joints and the chosen layout datums then determine the finished band height.

This creates two coordination problems:

Vertical coordination: Does the soldier course align with the neighboring horizontal courses?
Horizontal coordination: Do the upright bricks and joints fit cleanly across the opening or planned run?

Vertical coordination

Suppose a soldier band begins at the same lower datum as adjacent running-bond masonry. Its top should land at an intentional point—perhaps the top of several neighboring courses or another project-defined line.

There is no universal ratio. In one remodeling project, the soldiers were cut to match two neighboring running-bond courses. Other documented design examples show a soldier length coordinating with three horizontal courses in one brick format and four in another. These two-, three-, and four-course relationships are examples, not general rules (Masonry Institute of British Columbia soldier-course examples).

The relationship changes with:

actual brick length;
actual brick height;
selected mortar-joint dimensions;
unit variation;
cut or special-size bricks;
the position of the layout datums;
and whether boundary joints are included in the compared height.

That approach preserves the surrounding wall’s color and texture while changing the orientation. Cutting or purpose-made units may be needed when the field-brick length does not produce the intended alignment.

Horizontal coordination

Across a window or band, the visible width of each soldier is based on the narrow dimension presented at the wall face, plus the joints between adjacent bricks. The layout must also account for conditions at both ends of the run.

A brick-spacing rule can help distribute units and joints. Each increment represents one brick plus one mortar joint, but the final joint still has to be considered separately. In the documented remodeling project, the mason set the rule inward by 7/16 inch to allow for that final joint. The measurement belonged to that project and is not a general recommendation. The same account notes that a short run may require small, gradual joint adjustments when the standard increments do not fit exactly (the project’s soldier-course layout method).

Distributing a discrepancy gradually may be less noticeable than concentrating it in one unusually wide or narrow joint. This is an appearance observation, not a substitute for project tolerances. Acceptable joint dimensions must come from the documents and requirements governing the work.

A non-prescriptive layout worksheet

Use actual measurements from the selected units rather than relying only on nominal product names.

Input	Project value	What to verify
Actual brick length		Principal vertical dimension in soldier orientation
Actual brick height or exposed soldier width		Used to test how many soldiers fit across the run
Proposed bed-joint dimension		Include according to the defined vertical datums
Proposed head-joint dimension		Used between upright soldiers
Adjacent horizontal-course height		Actual brick height plus the applicable joint arrangement
Number of adjacent courses to match		Test alignment rather than assuming a fixed number
Width of opening or band		Define whether this is the masonry opening, support length, or visible decorative run
Number of soldier units		Test full-unit and cut-unit options
Internal and boundary joints		Identify which joints are included in the calculation
Cuts or special units		Resolve before ordering and installation

For vertical coordination, compare:

Selected soldier unit length
+ applicable bounding-joint arrangement
= proposed finished soldier-band height

with:

Selected number of adjacent courses
× project course module
= adjacent coursing height between the same datums

For horizontal coordination, test:

Number of soldiers × visible width of one soldier
+ number of included joints × selected joint width
= planned run

These formulas are layout checks, not construction specifications. Boundary conditions can change the joint count, so the final layout should follow field dimensions and the documents governing the project.

A dry layout or full-size drawing can reveal problems before installation. It can show whether endpoints are balanced, whether cuts fall in conspicuous places, and whether the proposed soldier height aligns with field courses on both sides of an opening.

Support, flashing, drainage, and workmanship

With the present evidence, this subject is best treated as a set of coordination questions rather than a universal installation specification. Exterior opening details should be reviewed as complete wall assemblies, not as decorative rows of brick in isolation.

Appearance-critical workmanship

The upright arrangement makes inconsistencies conspicuous. Useful visual checks include:

reasonably consistent spacing;
plumb individual units;
level upper and lower edges;
orderly alignment of vertical joints;
balanced treatment at the ends of the run;
clean transitions into adjacent masonry;
and coordinated mortar color and joint profile.

Because the units appear tall and narrow, small variations can accumulate across a run. Reviewing the first unit, last unit, midpoint, and overall joint distribution is more informative than judging only a few adjacent bricks.

Support at an opening

Project drawings should identify what supports the masonry over an opening. The answer may differ among veneer, solid masonry, cavity-wall, and other construction types.

Questions for the project designer or responsible professional include:

What wall system is being used?
What is the clear opening or support span?
What loads must the support carry?
Is a lintel or another supporting assembly shown?
How is that support related to the surrounding wall?
Are attachment, bearing, or reinforcement conditions identified?
Has the support material and its protection been specified?

A remodeling example cannot supply a universal lintel size, thickness, bearing distance, attachment method, or reinforcement arrangement. Those decisions require project- and jurisdiction-specific information.

Flashing and drainage

The documented remodeling project illustrates how several components can relate: a steel lintel supported the opening detail, PVC flashing covered the lintel, soldiers were placed above it, selected joints contained weep openings, and running-bond masonry continued above. The author described the weeps as a route for water to drain and warned against fastening that project’s lintel to the wood frame because differential movement could crack the brickwork.

Those observations belong to one project. Its lintel dimensions, bearing, dowel method, approximately one-foot weep spacing, and installation sequence should not be treated as general requirements.

The supplied evidence does not establish universal prescriptions for:

reinforcement;
corrosion protection;
movement joints;
mortar-joint width;
flashing material or configuration;
weep type or spacing;
anchorage;
or sequencing.

For a real project, these are questions to resolve through the applicable drawings, specifications, manufacturer instructions, code requirements, and qualified design review.

Preconstruction coordination questions

Before exterior work begins, confirm:

[ ] What wall type and backing construction are involved?
[ ] What are the actual unit and joint dimensions?
[ ] Does the soldier height align with adjacent coursing?
[ ] What is the opening width or support span?
[ ] What assembly supports the masonry?
[ ] Where are support, attachment, and anchorage conditions documented?
[ ] How are flashing and drainage addressed?
[ ] How is differential movement considered?
[ ] Are cuts or special units required?
[ ] Which project documents and manufacturer instructions govern the work?
[ ] Who is responsible for structural and field review?

Full brick, brick slips, cladding, and stamped-concrete alternatives

Not every product described as a soldier course creates the same kind of construction. The phrase may refer to full masonry units placed upright or, more loosely, to a facing or surface pattern that reproduces the same visual arrangement.

Full brick masonry

Full bricks placed upright form an actual masonry course within a wall or veneer assembly. They have full unit depth and are laid with masonry joints.

Even here, soldier course describes orientation rather than structural capacity. The project design must establish what the masonry does, what supports it, and how it relates to the rest of the wall.

Brick slips

Brick slips are thin facing units. Arranged vertically, they can reproduce the visible proportions and upright joints of a soldier course without creating a full-brick masonry course. A commercial overview confirms that slips can be placed vertically to create this appearance (Slips from Stock’s soldier-course overview).

The installation method should come from the applicable slip-system documentation. Do not assume that every product permits the same substrate, adhesive or fixing method, temporary support, joint treatment, or exterior detailing. These are examples of information to request from the manufacturer or project designer, not universal requirements established by the soldier pattern.

Other cladding products

Specify these products by system rather than appearance alone. Information that may need to be requested includes substrate conditions, unit or panel dimensions, attachment method, joint treatment, corners, opening interfaces, drainage provisions, and movement details.

Stamped concrete

Stamped concrete reproduces a surface pattern rather than a masonry course. As one bounded commercial example, a concrete stamp is designed to create a curved soldier-course border with a 2-foot radius (Deco-Crete Supply’s radius soldier-course stamp).

The finished pattern does not contain upright masonry units and provides no evidence of masonry support over an opening. A radius in the visible pattern also does not establish arch action or structural behavior.

Option	Full masonry units?	Broad installation category	Imitates the pattern?	Information to obtain
Full brick soldier course	Yes	Masonry wall or veneer construction	No; it is the masonry pattern	Unit data, mortar, support, anchorage where applicable, exterior-wall details, movement provisions, project design
Brick slips	No	Thin facing system	Yes	Substrate, approved installation method, orientation limits, joint treatment, movement and weather details
Panelized or other cladding	Usually no	Proprietary cladding assembly	Yes	Composition, dimensions, attachment, joints, backing, opening details, drainage and movement information
Stamped concrete	No	Concrete surface-patterning process	Yes	Stamp pattern, concrete specification, jointing, finishing, curing and installer requirements

The table does not imply equivalence in cost, service life, maintenance, durability, repairability, or structural function. Those comparisons require product- and project-specific evidence.

Planning checklist before specifying the detail

A successful soldier course begins with identifying what is actually being specified. “Vertical brick band” is not enough information for purchasing, detailing, or construction.

1. Identify the construction category

Confirm whether the feature will be:

full brick in a masonry wall;
brick veneer;
thin brick slips;
panelized cladding;
another proprietary facing system;
or a surface imitation such as stamped concrete.

This determines which drawings, product data, and installation instructions are relevant.

2. Record actual dimensions

Obtain the selected unit’s actual length, width, and height. Record the proposed joint dimensions instead of assuming that one soldier will equal a fixed number of ordinary courses.

Nominal product labels may help identify a brick, but layout should be checked using the dimensions that govern the work.

3. Test vertical and horizontal layout

Verify how the upright brick height relates to adjacent horizontal courses. Check both sides of an opening, particularly where existing masonry may not be level or new work meets old.

Across the run, identify:

the number of full soldiers;
the number and location of joints;
the end-joint treatment;
required cuts;
and whether the layout is balanced.

Resolve narrow cuts or missed course lines before installation.

4. Choose the visual relationship

Decide whether the soldiers will match or contrast with the field wall in:

color;
texture;
finish;
size;
mortar color;
joint profile;
and orientation.

Review the decision at the scale of the full opening or facade. A small sample may not reveal how joints accumulate across a long run.

5. Separate appearance from support

For every opening, label the visible soldier detail separately from the supporting component. The drawings should make clear whether the support is beneath, behind, or integrated with the masonry and who is responsible for its design.

If an existing opening is altered, do not assume its previous support remains suitable for the new condition.

6. Coordinate exterior-wall questions

Ask where the project addresses:

flashing;
drainage;
movement;
protection of support materials;
anchorage or ties where applicable;
interfaces with windows and doors;
and continuity with the surrounding wall.

A generic photograph of a soldier course cannot resolve these questions.

7. Identify cuts and special units early

Determine whether standard field brick can be turned upright without modification. If cutting is necessary, decide where cut faces will occur and whether they will remain visible. If purpose-made units are proposed, confirm dimensions, finish, corners, quantities, and availability before work begins.

8. State workmanship expectations

Project documents can call for consistent spacing, plumb units, level bands, coordinated endpoints, and approved samples without inventing a universal tolerance. Numerical tolerances should come from the requirements governing the project.

9. Match expertise to the decision

A qualified mason can advise on practical layout, cuts, joint distribution, sequencing, and matching existing work. Consult an architect or structural engineer when the issue involves opening support, alterations, wide spans, visible distress, uncertain load paths, or code compliance.

Frequently asked questions

Are special bricks required for a soldier course?

Not necessarily. Standard field bricks can often be turned upright, allowing the course to match the surrounding wall in color, texture, and finish.

Cut or special-size units may be needed when the field-brick length does not align with adjacent courses, the horizontal run does not divide cleanly, or the design calls for a different proportion. Use actual unit and joint dimensions to make that decision.

Does a soldier course above a window need a lintel?

The visible soldier pattern should not be assumed to support masonry over the window. An opening needs a support solution appropriate to its wall type, span, loads, materials, and applicable project requirements. That solution may include a lintel or another designed assembly.

The adequacy of an existing opening cannot be determined from brick orientation alone. Hidden support, bearing, connections, deterioration, and previous alterations may all affect the assessment.

How many standard courses should one soldier course match?

There is no universal number. The relationship depends on the selected brick dimensions, mortar-joint arrangement, cuts, and the datums being compared.

Measure the brick, define the project joints, and compare the proposed soldier-band height with the adjacent course module between the same upper and lower points.

What is the difference between a soldier course and a rowlock?

A soldier stands upright and exposes its long, narrow face. A rowlock is laid on its long, narrow side and exposes the brick’s short end.

Soldiers therefore appear tall and narrow, while rowlocks present a sequence of short ends. Their common uses differ, but placement does not change the underlying orientation definition.

Can brick slips create a soldier-course appearance?

Yes. Thin brick slips can be arranged vertically to reproduce the visible upright faces and joints of a soldier course. They remain a facing or cladding treatment rather than a full-brick masonry course.

Installation should follow the documentation for the selected slip system, including the approved substrate, fixing method, joint treatment, movement provisions, and exterior details where applicable.

Conclusion

A soldier course is easy to recognize but should not be specified by appearance alone. Its upright bricks can create a strong border, band, transition, or opening accent, yet successful work depends on coordinating actual unit dimensions, mortar joints, adjacent coursing, and the complete wall system.

Use the orientation and planning checks to develop the visual concept. For openings and exterior walls, verify support and moisture-management decisions against the applicable project documents, manufacturer instructions, code requirements, and advice from qualified masonry and design professionals.