Brick Sizes and Coverage Chart

Compare named U.S. brick dimensions and BIA coverage rates, then record the size, joint, bond and source needed for a checkable brick takeoff.

Clay bricks of different dimensions beside a caliper, ruler, joint gauge and small running-bond wall sample.
Brick dimensions, exposed orientation and mortar joints determine wall coverage. The tools and blank records show the checks needed before a rate is copied into a takeoff.

A brick size chart is useful only when its dimensions and coverage describe the same condition. Record the brick designation, full specified size, exposed orientation, mortar joint, bond basis and source before copying a bricks-per-area value into a takeoff.

The tables below use named U.S. brick rows from Brick Industry Association Technical Note 10. A current manufacturer product sheet and the project specification still control the brick ordered for a real job.

How many bricks cover 1 square foot or 1 square metre?

Coverage changes with the brick face, mortar joint and bond. BIA Technical Note 10 lists 675 modular bricks per 100 ft² and 727 per 10 m² for its stated modular condition. Those published values equal 6.75 bricks/ft² and 72.7 bricks/m² before bond corrections, specials, breakage or waste.

That rate belongs to the BIA row, not every product called modular. BIA states that a brick name and its size can vary by manufacturer. Confirm the selected product's specified dimensions and coverage record before calculating an order.

Copy the condition with the number.

Write the rate as: 6.75 bricks/ft², BIA Modular, nominal face module 8 in × 2⅔ in, running or stack bond table basis, waste excluded, TN 10 Table 4. A bare “6.75” cannot be checked later.

What do nominal, specified and actual brick dimensions mean?

BIA uses 3 separate dimension records. Each answers a different question, and mixing them can change the coverage calculation.

Brick dimension records
DimensionWhat it describesUse in a quantity recordMain check
NominalA modular brick dimension plus its intended mortar jointCoordinated wall module and a matching module-based coverage rateDo not add the joint again
SpecifiedThe anticipated manufactured brick size without mortarProject specifications, purchase orders and face-plus-joint calculationsAdd only the intended joint when deriving an exposed module
ActualThe measured manufactured brickProduct and field checks against the specified size and allowed toleranceMeasure a suitable sample and follow the project acceptance method

For BIA's modular example with a ⅜ in joint, the specified size is 3⅝ in wide × 2¼ in high × 7⅝ in long. Its nominal size is 4 in × 2⅔ in × 8 in. The stretcher face uses the height and length, so its coordinated face module is 2⅔ in × 8 in.

BIA lists alternate specified dimensions for some modular rows when a ½ in joint is used. The intended nominal module remains coordinated. BIA’s table note applies the listed common joint sizes to length and width; bed-joint thickness can vary with vertical coursing and actual brick height. This is why the brick-only size, joint, module and course record need separate fields.

Which U.S. modular brick sizes appear in the BIA table?

The following selection comes from BIA Technical Note 10, Tables 1 and 4. Width, height and length follow BIA's stretcher-position order. Coverage is the running or stack bond table estimate and excludes waste.

Selected BIA modular brick sizes and wall coverage
BIA designationNominal W × H × LSpecified W × H × L at ⅜ in jointBricks per 100 ft²Bricks per 10 m²
Modular4 × 2⅔ × 8 in3⅝ × 2¼ × 7⅝ in675727
Engineer Modular4 × 3⅕ × 8 in3⅝ × 2 13/16 × 7⅝ in563605
Closure Modular4 × 4 × 8 in3⅝ × 3⅝ × 7⅝ in450484
Roman4 × 2 × 12 in3⅝ × 1⅝ × 11⅝ in600646
Norman4 × 2⅔ × 12 in3⅝ × 2¼ × 11⅝ in450484
Engineer Norman4 × 3⅕ × 12 in3⅝ × 2 13/16 × 11⅝ in375404
Utility4 × 4 × 12 in3⅝ × 3⅝ × 11⅝ in300323
Meridian4 × 4 × 16 in3⅝ × 3⅝ × 15⅝ in225242

Some BIA table rows have no agreed designation. A manufacturer can also use a different name for a listed size. Use the full dimensions in a specification and order record instead of relying on the designation alone.

Which non-modular brick coverage rates does BIA list?

Non-modular bricks have specified and actual dimensions, but no nominal dimension in BIA's terminology. The listed specified size changes with the stated joint in some rows so the intended wall coursing can be maintained.

Selected BIA non-modular brick sizes and wall coverage
BIA designationSpecified W × H × L at ⅜ in jointBricks per 100 ft²Bricks per ft²Bricks per 10 m²
Queen2¾ × 2¾ × 7⅝ in5505.50592
King2¾ × 2⅝ × 9⅝ in4554.55490
Standard3⅝ × 2¼ × 8 in6556.55705
Engineer Standard3⅝ × 2 13/16 × 8 in5395.39581
Closure Standard3⅝ × 3⅝ × 8 in4304.30463

These are U.S. BIA reference rows. They do not define a global standard brick. A U.K. brick, Canadian metric product, reclaimed unit, paver, thin brick, firebrick or locally made unit needs its own source and installation condition.

How is coverage calculated from a brick module?

For a stretcher face in a simple running or stack bond, divide one unit of wall area by the effective face module. Use the joint-inclusive nominal module when it is verified, or add the intended head and bed joints once to the specified face dimensions.

Bricks per ft² = 144 ÷ (effective module length in inches × effective module height in inches)

Bricks per m² = 1,000,000 ÷ (effective module length in millimetres × effective module height in millimetres)

Example: the BIA modular nominal face is 8 in long × 2⅔ in high. Its module area is 21⅓ in². The rate is 144 ÷ 21⅓ = 6.75 bricks/ft², which agrees with 675 bricks per 100 ft² in Table 4.

A rectangular module calculation does not include headers, special shapes, unusual bonds, wall returns, multiple wythes or cutting. Use a technical table or a separate schedule when those conditions change the unit count.

Why do the imperial and metric BIA rates look slightly different?

BIA prints whole bricks per 100 ft² and per 10 m². Dividing those table entries gives 6.75 bricks/ft² and 72.7 bricks/m². The rates agree at the displayed precision, even though a conversion with more digits produces 72.656395 bricks/m².

  1. NIST gives 1 ft² = exactly 0.09290304 m².
  2. Convert the imperial rate: 6.75 ÷ 0.09290304 = 72.656395 bricks/m².
  3. Round that result to 1 decimal place: 72.7 bricks/m².
  4. Compare it with BIA's printed metric entry: 727 ÷ 10 = 72.7 bricks/m².

Do not write 72.656395 as though the brick data were measured to 6 decimal places. Preserve precision during arithmetic, then report the result at a level supported by the source and project record.

Worked example: apply a verified coverage rate

The brick wall takeoff guide calculates 35.91 m² of net brick face for its metric wall, gable and opening example. Assume that every section uses the same BIA modular condition from Table 4.

  1. Net brick-face area: 35.91 m².
  2. Verified table rate: 727 ÷ 10 = 72.7 bricks/m².
  3. Base brick count: 35.91 × 72.7 = 2,610.657 bricks.
  4. Record the unrounded base quantity before any supported bond correction, special-unit schedule or allowance.

The area and rate produce a base count. The example does not approve 2,611 as an order. Whole-unit rounding, bond corrections, cuts, breakage, supplier packs and project policy come later and need their own records.

Imperial check

A separate takeoff has 367 ft² of compatible net wall area. At 6.75 bricks/ft², the base quantity is 367 × 6.75 = 2,477.25 bricks. Both examples use a verified rate in the same unit system as the wall area.

When does brick orientation change coverage?

The height and length in BIA's tables describe a brick laid as a stretcher. A header, soldier, sailor or rowlock exposes a different pair of dimensions, so its face module and units per area can change.

Orientation and quantity record
ConditionExposed dimensions to verifyTakeoff action
Stretcher fieldLength × heightUse a matching coverage row or module
Header field or header courseWidth × heightUse the bond detail and a supported correction or direct count
Soldier courseHeight × length with the brick standing on endCount the run and course geometry separately
Rowlock or sillLength × width or the face shown in the detailPrepare a separate run or unit schedule
Mixed decorative patternEvery exposed face in the repeatCount a verified repeat module and boundary pieces

BIA Table 4 uses running or stack bond as its base. Technical Note 10 gives separate bond correction factors for patterns with headers and states limits on those factors. A decorative elevation may need direct counts instead of one percentage.

How should mixed brick products be recorded?

Give each compatible wall zone its own line. Combine quantities only when the product, specified dimensions, exposed orientation, joint, bond basis, source edition and allowance basis match.

Minimum brick coverage ledger
FieldExample recordWhy it stays visible
Wall zoneE1 field brickLinks the rate to a measured area
Manufacturer and productCurrent approved submittalSeparates same-named bricks from different sources
Specified W × H × LFull 3-dimension recordPrevents nominal and brick-only sizes from being mixed
Orientation and jointStretcher; stated head and bed jointsDefines the exposed module
Bond basisRunning bond table baseShows whether a correction is still needed
Coverage and sourceUnits per area, document title, table and dateMakes the rate reproducible
Net area and base countUnrounded calculationKeeps later corrections separate

For reclaimed or visibly irregular brick, one catalogue dimension may not describe the delivered lot. Follow the project sampling and acceptance method, measure a representative approved set, record the observed range, and test the planned joint and coursing before ordering.

Which size and coverage mistakes change the count?

  • Using “standard,” “modular,” “queen” or “king” without recording all 3 dimensions.
  • Adding a mortar joint to a nominal module that already includes it.
  • Using specified brick dimensions as a face module without the intended joint.
  • Copying one manufacturer's coverage rate to another same-named product.
  • Using a stretcher-face rate for soldier, header or rowlock work.
  • Mixing ft² with bricks/m² or converting a rounded value too early.
  • Applying a running-bond table rate to a header pattern without checking the bond correction.
  • Multiplying a visible face by wall thickness without identifying the wythes and headers.
  • Combining products, joints or wall zones before the base quantity is checked.
  • Treating a base count as an approved purchase quantity.

How do you use this rate in the Brick Calculator?

Open the Brick Calculator after the net wall area and coverage record are ready. Choose verified coverage-rate mode and enter the table rate in the same area unit as the wall dimensions.

Use module mode only when the recorded length and height include the intended joints. Use face-plus-joint mode when the record contains specified face dimensions and the intended joint. Keep separate calculator runs for incompatible products, orientations or bonds, then combine their checked unrounded base quantities in the takeoff.

The calculator leaves bond adjustment and allowance visible. Enter those values only when the project record supports them. Confirm the current supplier pack quantity before using pack rounding.

Specification, purchasing and design limits

This guide does not select a brick, approve dimensional tolerances, set mortar joints, choose a bond, design a wall, size lintels, specify movement joints, determine structural capacity or approve an order. Current drawings, specifications, approved product data, field conditions and responsible qualified people control those decisions.

Return to the brick quantity planning tools and guides for the category record. The calculation methodology explains source, unit, precision and rounding checks. Report a source or arithmetic issue through the corrections route.

Sources and source scope

Source scope: BIA supports the named U.S. reference rows and their stated estimating conditions. NIST supports the unit conversion. Glen-Gery supports its own product records only. The coverage ledger, conversion reconciliation and examples are original checked workflow and arithmetic. These sources do not select the project product, joint, bond, correction, allowance, pack quantity or design.

Review responsibility: Saleem Sial owns the research and editorial record. Source verification, table transcription checks, arithmetic fixtures, build validation, link crawl, schema review and rendered QA form the internal publication gate. Waseem Sial, External Reviewer and Engineer, remains listed for ongoing external review; no completed external-review date is claimed.