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Landmark Stewardship Partners
Ornamental glazed architectural terra cotta at the Wrigley Building in Chicago

Masonry and Architectural Terra Cotta

Illustrative reference photograph: Ornamental glazed architectural terra cotta at the Wrigley Building in Chicago. Not an LSP project

Brick masonry and architectural terra cotta give historic facades their texture, color and ornamental character. Although both are fired-clay materials, their construction can differ substantially. A brick wall, a glazed terra cotta cornice and a hollow ornamental unit each depend on a particular arrangement of mortar, joints, backup construction and attachments. Understanding that arrangement is the starting point for preservation work.

Surface appearance is only one part of the picture. Moisture, movement, earlier repairs and concealed metal can influence how an assembly ages. This guide connects material behavior and observable conditions with the evidence needed to compare maintenance, repair and selective replacement. It also examines the owner’s practical decisions: access, matching units and glazes, fabrication lead times, procurement and recurring maintenance.

01 Materials Science

Material and Construction

Brick and architectural terra cotta are fired-clay products assembled with mortar. Ornamental terra cotta may comprise hollow molded units, internal webs and concealed metal attachments. A glazed face can resemble stone; appearance alone does not establish the material or the assembly behind it.

Properties and Behavior

The porous ceramic body, glaze, mortar and attachments respond differently to moisture and temperature. Glaze crazing is not equivalent to a crack through a unit. Movement and water exposure must be considered at the assembly level, not from the glazed face alone.

02 Conditions and Investigation

Common Conditions

  • Open or eroded mortar joints
  • Glaze crazing, glaze loss or surface spalling
  • Cracked units, displacement or rust staining

Deterioration Mechanisms

Potential explanations include water entry, movement and corrosion of concealed metal. Similar surface symptoms can have different causes; photographs cannot establish attachment condition or structural capacity.

Investigation and Testing

A specialist evaluation may require historic drawings, close-range condition mapping, examination of joints and drainage, selected openings and material samples. Any intrusive work needs an agreed access and protection plan. Tests should answer defined questions rather than serve as a substitute for an investigation strategy.

03 Preservation Treatments and Interventions

Preservation and Repair Considerations

Compare mortar maintenance, compatible local repairs and selective replication only after the unit and assembly conditions are understood. Cleaning trials and replacement samples should address surface character and compatibility. Substitute materials require a project-specific preservation and technical review, not an assumption of equivalence.

The applicable preservation objective concerns the property as a whole. The following NPS treatment names are reference headings, not selectable options or automatic recommendations for this material.

Preservation
Retain existing fabric through care and limited repair.
Rehabilitation
Accommodate compatible use while retaining historic character.
Restoration
Depict a documented period, rather than every phase.
Reconstruction
Recreate a non-surviving resource from sufficient evidence.

NPS distinguishes the four treatment standards under 36 CFR Part 68, regulatory for applicable Historic Preservation Fund grant-assisted projects, from the Standards for Rehabilitation under 36 CFR Part 67 used for federal historic preservation tax incentives. The accompanying Guidelines are advisory. Tax-credit rehabilitation is not necessarily restoration to a single historical date. NPS treatment framework; tax-credit Rehabilitation Standards.

04 Capital Planning and Owner Decisions

Cost, Procurement and Lifecycle Economics

These are project-budget questions, not price quotations, predicted service lives or a recommendation to select the lowest initial cost. Quantities, unit rates and project assumptions must come from reliable, current project information.

Initial capital expenditure
Separate scaffold or suspended-access costs from unit repair prices, and identify protection, removal, temporary support and reinstatement responsibilities in the project documents. Include investigation, mockups, labor, materials, mobilization and protection before comparing totals.
Repair versus replacement
Use the same scope boundaries when comparing alternatives. Separate retained, repaired and replaced quantities, making good and disposal. A low unit rate can conceal different inclusions.
Schedule and procurement
Count repeated and unique units separately; include molds, glaze trials, samples, shop drawings, minimum production quantities, handling and storage in the procurement comparison.
Financial risk
Concealed attachments and backup conditions may change the scope after opening. Keep provisional quantities, investigation allowances and fabrication lead times visible in each scenario.
Lifecycle expenditure
Compare joint maintenance, drainage follow-up, inspection access and future localized work rather than assuming replacement eliminates recurring expenditure. State the analysis period and maintenance assumptions. Any discounted comparison needs disclosed client-approved rates and consistent treatment of inflation.
Preservation economics
Consider fabric retention, required approvals, sample review and documentation. Research potentially relevant incentives separately; eligibility, tax effects and funding are not assumed in the base budget.
Owner decision
Request a supported scope, measured quantities, current quotations, access plan, schedule, contingency basis and future maintenance assumptions. Compare uncertainty and historic-material retention as well as the initial expenditure.

Comparison of Possible Interventions

Discuss only alternatives supported by the investigation and preservation objective. Some options may be inappropriate or require prior approval.

Qualitative initial and long-term considerations for potential interventions
Potential interventionInitial cost considerationsLong-term considerations
Maintenance and conservationAccess, specialist labor, trials and limited treatmentsRecurring inspection, maintenance and access; effectiveness depends on the actual conditions
Localized repairPreparation, compatible materials, sample work and making goodRepair compatibility, possible recurrence and future maintenance
Selective replacementRemoval, matching or fabrication, attachment requirements and approvalsPerformance assumptions, adjacent retained materials and future repairability
More extensive replacementWider removal, fabrication quantities, access, temporary work and approvalsHistoric fabric loss, replacement-system maintenance and supported renewal assumptions