CPC33020 Bricklaying study materials
CPC33020 Bricklaying study resources

CPC33020 Bricklaying cheat sheet

CPC33020 Bricklaying · Keep the key ideas within reach.

Quick reference

Core Units of Competency - Bricklaying Fundamentals

  • Mortar mix ratio for general brickwork is typically 1 part cement : 1 part lime : 6 parts sand (1:1:6); for exposed or severe conditions use 1:0.5:4.5.

  • Standard modular brick dimensions in Australia are 76 mm high × 230 mm long × 110 mm wide; a 10 mm joint gives a module of 86 mm high × 240 mm long.

  • Brick count per square metre of single-skin 230 mm × 76 mm brickwork with 10 mm joints is approximately 48.5 bricks/m² (1 / (0.24 × 0.086) = 48.4).

  • Standard mortar joint thickness is 10 mm; perpend joints and bed joints must both be held within the tolerance of the relevant standard, typically 8–12 mm.

  • Course height formula: number of courses = wall height ÷ (brick height + joint thickness), e.g. 2.4 m ÷ 0.086 m = 27.9, so 28 courses.

  • Sand for mortar must be clean, well graded, and free of clay or organic matter; bulking of damp sand must be allowed for when gauging by volume.

  • Mortar must be used within its working life - commonly 2 hours in hot weather and up to 3.5 hours in cool conditions for cement-lime mortars; retempering with water only is permitted within that window.

  • Bond patterns: stretcher bond is half-brick overlap; English bond alternates header and stretcher courses; Flemish bond alternates stretcher and header within each course.

  • Setting out requires a 3:4:5 right-angle check (or diagonal equality check) to confirm square corners before laying the first course.

Quick reference

Elective Units of Competency - Specialist and Site Skills

  • Wall ties in cavity construction are typically spaced at 600 mm horizontally and 450 mm vertically, with additional ties within 300 mm of openings and free edges.

  • Weepholes in a cavity wall are placed at maximum 1200 mm centres and immediately above flashings and at the base of the cavity to allow moisture escape.

  • Damp-proof course (DPC) must be continuous, lapped at least 100 mm at joints, and project past the face of the wall to form a drip line.

  • Arches: a segmental arch rise should be at least 1/8 of the span for stability; voussoirs must be equal in size and the joint lines radiate from the arch centre.

  • Lintel bearing length is generally a minimum of 150 mm each end onto masonry, or as specified by the engineer for the load and material.

  • Control joints in clay brickwork are typically spaced at 6–8 m for unrestrained walls, closer where walls are long, thin, or subject to movement.

  • Scaffolding: working platforms require a minimum width of 450 mm, guardrails at 900 mm and 1800 mm, and a toe board of at least 150 mm height.

  • When cutting masonry with a power saw, use water suppression or dust extraction plus appropriate respiratory protection (P2/P3) to control respirable crystalline silica.

  • Fire-rated masonry: a single-skin 110 mm clay brick wall commonly achieves a fire resistance level (FRL) of 60/60/60, subject to the tested system being used.