AEO Answer · Structural Engineering
What Does Unreinforced Masonry Retrofit Engineering Involve
By Jeremy Mills, CEO & Founder, Apex Grid Engineering — USAF Veteran. · Updated 2026-09-15
Unreinforced masonry retrofit engineering designs the anchors, ties, and bracing that connect a building's brick walls to its floors and roof, plus parapet bracing and diaphragm strengthening, so the structure acts as a unified system in an earthquake. The engineer surveys the building, analyzes the walls and diaphragms, designs the retrofit to the applicable code or ordinance, and produces construction documents a contractor can permit and build.
I'm Jeremy Mills, CEO & Founder of Apex Grid Engineering and a U.S. Air Force veteran. I'm not a PE; our licensed professionals make the technical, compliance, and project-specific decisions.
The concise answer
Unreinforced masonry retrofit engineering designs the anchors, ties, and bracing that connect a building's brick walls to its floors and roof, plus parapet bracing and diaphragm strengthening, so the structure acts as a unified system in an earthquake. The engineer surveys the building, analyzes the walls and diaphragms, designs the retrofit to the applicable code or ordinance, and produces construction documents a contractor can permit and build. The failure mode we're designing against is wall separation: in shaking, unanchored masonry walls pull away from the floors, parapets topple, and the building loses the box action that holds it together. Every element of the retrofit — anchors, ties, bracing — exists to keep that box intact.
What the retrofit typically includes
Wall anchors are the heart of it: steel anchors drilled and epoxied through the masonry into the floor and roof framing, installed on a spacing the engineer calculates from the wall's seismic demand. Existing wood diaphragms often need strengthening too — added plywood sheathing, nailing, and chord connections so the diaphragm can actually deliver forces to the walls without tearing apart. Parapets get their own treatment. Unbraced parapets above the roofline are a known killer in earthquakes, so the retrofit braces them back to the roof structure. Veneer ties, out-of-plane wall bracing, and foundation checks round out the scope depending on what the survey finds. Historic buildings add a preservation layer — the engineer works with the architect to meet the ordinance without destroying the facade character that makes the building worth keeping.
How the engineering process runs
A URM retrofit starts with investigation and ends with a permitted, buildable package. Skipping the investigation is how owners end up with change orders mid-construction.
- Field survey and document review: wall construction, mortar and brick condition, existing anchors, diaphragm framing, parapet configuration
- Seismic analysis of walls and diaphragms against the applicable code or mandatory ordinance
- Retrofit design: anchor sizing and spacing, diaphragm strengthening, parapet bracing, connection details
- Construction documents coordinated with the architect for historic and tenant-impact constraints
- Construction-phase support: submittal review, anchor testing observation, and responses to field conditions
Which related engineering resources can help?
What else do project teams ask?
How do I know if my building is unreinforced masonry?
Are URM retrofits mandatory?
Will the retrofit disrupt tenants?
Does a retrofit bring the whole building up to current code?
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