New steel columns and beams installed inside an old brick heritage building shell in Vancouver

Article

Steel frames inside heritage buildings, a Vancouver retrofit guide

How steel frames go inside heritage and older masonry buildings in Vancouver: seismic upgrades, new floors within existing shells, and connecting to old walls.

Walk through Gastown or Chinatown and you are walking past some of the oldest commercial buildings in Western Canada: brick shells and heavy timber frames put up more than a century ago, back when Vancouver was a young port city and earthquake engineering did not exist. Those buildings keep getting new lives as offices, restaurants, and housing, and almost every one of those new lives has steel in it. Not on the outside, where the heritage brick stays exactly as it is, but inside, where a modern frame quietly does the work the old structure never could.

We fabricate structural steel for retrofit and renovation projects across Metro Vancouver from our Burnaby shop, and this work is a different discipline from new construction. Here is what it involves and why steel is the material the job keeps choosing.

Why an old building gets new steel

Nobody adds a steel frame to a heritage building for fun. Something forces the issue, and it is usually one of three things.

The first is a change of use. A warehouse floor built for stacked dry goods becomes an office or a restaurant, and the loads, the openings, the stairs, and the elevator that come with the new use are beyond what the original structure was ever asked to carry. The second is new floor area: an owner wants a mezzanine over the retail space or a full new level inside a tall old volume, and that structure has to stand on something. The third is the earthquake question. A substantial renovation of an old building in BC generally brings its seismic performance into scope under the BC Building Code, and unreinforced masonry is exactly the kind of construction modern codes worry about. The design team defines what level of upgrade the project requires; the steel is how much of it gets built.

A new frame inside an existing shell

The cleanest retrofit strategy, and the one we fabricate for most often, is a self-sufficient steel frame standing inside the original walls. New columns run down to new footings cut into the old slab. New beams carry the new floors, the mezzanine, the elevator shaft steel, and the stair openings. The historic shell keeps its own weight and its street presence, and the new frame carries the new life of the building.

This approach has a quality that heritage professionals value: it is honest and largely reversible. The new structure reads as new, the old fabric is disturbed as little as possible, and a future owner could in principle take the intervention out again. It also keeps heavy new loads off masonry whose real strength nobody fully knows, which lets the engineer design with confidence instead of guesswork.

Seismic upgrades in plain terms

An unreinforced masonry building has two problems in an earthquake. Its walls are heavy and brittle, and they are often poorly connected to the floors and roof, so the parts can separate and fail individually. A seismic upgrade attacks both problems: it adds elements strong enough to resist the shaking, and it ties the building together so it moves as one thing instead of several.

Steel does most of this work. Braced frames and moment frames give the building something modern to lean on. Steel collectors and ties connect the old floors to the new frames so earthquake forces have a route to follow. Anchors along the walls keep the masonry attached to the structure behind it. The engineering behind these load paths is its own subject, and we describe how connection design carries seismic demand on our page about structural connections and seismic performance.

What matters for an owner or developer to understand is the shape of the logic: the upgrade is a system, not a collection of parts. Every brace we fabricate is only as useful as the connections that deliver load into it, which is why retrofit packages are heavy on plates, anchors, and ties relative to their tonnage.

Connecting new steel to hundred-year-old material

Here is where retrofit fabrication earns its keep. On a new building, we hold tight tolerances against other new work. On a retrofit, we hold tolerances against a wall that was laid by hand before the First World War, and that wall has opinions.

The work starts with measurement. Existing walls are surveyed, because they are never plumb, never straight, and never quite where the archival drawings say. Anchor capacity in old brick cannot be taken from a catalogue, so anchors are verified by pull testing in the actual material, and the spacing and embedment follow the test results. Then the connection details absorb the rest: slotted holes, oversized plates, shim packs, and field-measured infill pieces that get fabricated after the main frame is standing and the real gaps are known.

Our welding runs under CWB certification to CSA W47.1 through the CWB Group in the shop and in the field, and retrofit projects use more field welding than new construction does, precisely because a welded joint can meet the building where it actually is. A pre-drilled bolt pattern demands the wall be where the drawing hoped; a field weld accepts the wall as found.

Why steel suits this work

Add up the constraints of a heritage retrofit and steel keeps winning on each one. The material comes in pieces, and the pieces can be sized to fit through a storefront or a window opening, then bolted or welded together inside. It is strong for its size, so a new frame fits inside an old volume without eating the floor area the developer is paying for. Fabrication happens off site in our shop, which means less noise, dust, and disruption inside a building that may have tenants, neighbours, or a street full of pedestrians a metre from the hoarding. And the finished frame can stand exposed as part of the architecture, new steel reading plainly as new steel against old brick, which is exactly the look many of these conversions want.

Concrete can do some of these jobs, but pumping and forming concrete inside a standing heritage shell is a heavier intervention in every sense. For most of these buildings, steel is not one option among several. It is the tool the constraints select.

If you have an older building in Gastown, Chinatown, Victory Square, or anywhere else in Metro Vancouver heading into renovation, send us the drawings once the structural direction is set. We will tell you how the steel should be broken into pieces, what the access will allow, and where the connections to the old fabric deserve the most attention.

Related topics

  • heritage building steel retrofit Vancouver
  • seismic upgrade unreinforced masonry
  • steel frame inside existing building
  • connecting new steel to old masonry
  • Gastown Chinatown building renovation

FAQ

Related questions

These FAQs are included only where the article topic naturally supports them.

Why put a steel frame inside an old masonry building?

Because the old structure cannot do the new job on its own. A change of use brings heavier floor loads, new openings, elevators, and mezzanines, and a renovation of that scale usually triggers seismic upgrading as well. A steel frame inside the shell carries the new loads and the earthquake demands while the original walls keep doing what they still do well, which is enclose the building and give the street its character.

What is a seismic upgrade in plain terms?

Older unreinforced masonry buildings were built long before modern earthquake engineering. A seismic upgrade adds structure that holds the building together in a quake: bracing or frames to resist the shaking, ties that keep walls connected to floors and the roof, and load paths that carry earthquake forces down to the foundations. Steel does most of this work in heritage retrofits because it is strong for its size and can be brought in and assembled piece by piece.

How does new steel connect to old brick or heavy timber?

Carefully, and only after testing. Old masonry varies enormously in strength, so anchor types are chosen for the actual material and verified by pull testing on site rather than assumed from a catalogue. Connections are detailed with adjustment built in, slotted holes, field-measured pieces, and shim allowances, because hundred-year-old walls are never as straight or as plumb as a drawing would like.

How does steel get inside a building that is already standing?

In pieces sized to the openings that exist. Members come in through storefronts, window openings, or a temporary roof opening, then get moved into position with equipment suited to tight interiors and assembled with bolted connections or field welds. The fabricator plans piece sizes around this access from the first shop drawing, because a beam that cannot get into the building is not a useful beam.

Does heritage status change how the steel work is done?

Yes. Heritage projects add a conservation layer to the engineering: the visible historic fabric is to be kept and disturbed as little as possible, and interventions are generally expected to be distinguishable from the original construction. In practice that means fewer and better-placed penetrations through historic material, steel routed to spare significant features, and close coordination between the heritage consultant, the engineer, and the fabricator's shop drawings.

What drives the cost of steel retrofit work in heritage buildings?

Access is the largest driver: piece sizes limited by existing openings, interior handling instead of open-air craneage, and slower erection in confined space. Field measurement and adjustable connection details add engineering and fabrication hours, and pull testing of anchors adds a verification step. The honest way to price it is from drawings and a site walk together, so send the project in for a quote rather than working from any rule of thumb.

Related reading

More fabrication topics from Jeff and Simon

Related articles from our blog on metalwork, fabrication, and project planning.

Get in touch

Need help applying this to a real project?

Use the article as background, then send the actual fabrication scope, municipality, drawings, or dimensions so Jeff and Simon can review the next step.