CMU appears on architectural plans, structural sheets, wall type schedules, specs, and sections—each slice must tell the same story about rating, reinforcement, coursing, openings, and lintels.
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Precast units laid in mortar—not the same as cast-in-place concrete. Document symbology (hatch patterns, tags) must stay consistent across disciplines.
Understand hollow vs solid vs grouted cells, bond beams, lintels, knockouts, coursing, control joints, and wall ties. Low-lift vs high-lift grouting and joint tooling affect weathering and inspection paths.
Load-bearing, shear, fire-rated assemblies, shafts, retaining conditions—each carries different schedule reinforcement and connection requirements per ACI 530 and project geotech when retaining.
Cross-reference CMU schedules, sections, and structural plans for the mismatch patterns above inside a full plan review or structural sweep before permit or bid.
Nominal 8x8x16 is most common; verify actual vs nominal for coursing math.
Units+mortar vs monolithic cast placement—different details and specs.
Depends on design—structural sheets and schedules govern reinforcement.
Concrete masonry unit.
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