Algoma Melt Shop: Industrial Steel Detailing Case Study

Algoma Melt Shop Building: Industrial Steel Detailing Case Study

Project Overview

A 12,000-ton melt shop, held together in ~30 controlled sequences


The Algoma Melt Shop Building is a major industrial steel detailing assignment in Sault Ste. Marie, Ontario — a high-tonnage steel-melt shop. Moldtek is handling 12,000 tons of main steel, miscellaneous steel, girt steel, and four stair towers, broken into roughly 30 controlled sequences so a connection-intensive structure can be detailed, reviewed, and released without losing momentum. The assemblies run heavy, 20 to 80 tons, and the work turns on splice detailing, heavy connections, and disciplined RFI and CDQ tracking across a 50-week structural steel detailing programme.

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Tekla model render of the Algoma Melt Shop Building steel structure, Sault Ste. Marie, Ontario
0t
Steel tonnage
20–80t
Assembly weight range
~30
Controlled sequences
0
Stair towers
0
Weeks (ongoing)
The Challenge

Heavy assemblies, splices and connection-intensive framing


The difficulty in the Algoma melt shop was never a tall frame or a tight site. It was weight and connections. High-weight assemblies, trusses, girts, stair towers, and peripheral framing all demanded careful detailing and constant issue resolution across a large industrial melt shop environment.

Column splices

Splice detailing across major steel members required careful control — get a splice wrong on paper and it becomes a fit-up problem in the field.

Truss splices

Heavy truss assemblies demanded robust connection detailing and review before they could be released.

Girt connections

Peripheral girt interfaces required accurate fit-up and coordination with the cladding and boundary conditions.

Deck support angles

Edge conditions and support interfaces added detailing complexity that couldn’t be treated as typical.

RFIs, CDQs and drawing control

Open technical queries were critical to manage to keep deliverables moving on an active build.

Algoma Melt Shop Building model coloured by detailing sequence — process, main frame, peripheral girt and support/access zones
Moldtek’s Approach

A heavy industrial structure in ~30 controlled sequences


  • ~30 controlled sequences

    The building was divided into roughly 30 controlled sequences across its process, main-frame, peripheral-girt, and support/access zones — the structure that let the team break down high-weight assemblies and hold momentum.

  • Splices and connections detailed in order

    Column and truss splices, girt interfaces, and deck-support conditions were handled inside the sequenced structure rather than all at once.

  • Disciplined RFI and CDQ management

    Open items were tracked through weekly status reporting, resolved in a controlled order rather than piling up against the drawing release.

  • Fabrication-ready release

    Quality-checked drawings were issued for construction sequence by sequence, keeping an ongoing build moving.

Execution Timeline

A 50-week programme, released across ~30 sequences


Because the model is sequenced into roughly 30 packages, detailing progress stays visible sequence by sequence, and weekly status tracking keeps the RFI and CDQ log current — so on an ongoing build, everyone can see what is modeled, checked, and ready for release.

Week 0Week 50 (ongoing)
Wk 0
Kickoff
Project frame captured from design intent, models and inputs.
Wk 1–6
Engineering inputs
Sequences planned around fabrication and erection logic.
Wk 7–26
Modeling and detailing
Main steel, misc. steel, girt steel and stair towers detailed.
Wk 27–38
Coordination and QA/QC
Connection conditions resolved, RFIs and CDQs tracked.
Wk 39–46
Review and revisions
Sequence-by-sequence review cycles.
Wk 47–50
Release-ready output
Fabrication-ready drawings quality-checked for construction.
Tools & Standards

Fabrication-ready output for a connection-intensive build


The melt shop is detailed on Moldtek’s standard toolchain and delivered against US/Canadian structural codes, so heavy assemblies and splice-intensive connections release fabrication-ready.

Detailing toolchain

Tekla Structures SDS/2 AutoCAD Advance Steel Navisworks

Codes & standards

AISC AWS D1.1 OSHA ISO 9001:2015
The Outcome

Heavy-industrial detailing control on a complex, ongoing build


Sequence discipline, connection clarity, and structured issue tracking translate a high-tonnage industrial steel package into coordinated deliverables that support fabrication planning and timely drawing release.

Sequenced 3D model of the 12,000-ton Algoma Melt Shop Building steel package
12,000t

High-tonnage package, broken down

A clear breakdown of main steel, miscellaneous steel, girt steel, and the four stair towers.

20–80t

Heavy-assembly control

Better control over heavy-assembly detailing and the welding-intensive zones.

RFI/CDQ

Disciplined follow-up

Strong follow-up on RFIs, CDQs, and weekly status tracking keeps the build moving.

At a Glance

Project specifications


LocationSault Ste. Marie, Ontario, Canada
Facility typeIndustrial — steel melt shop building
Steel tonnage12,000 tons
Assembly weight range20–80 tons
Detailing sequences~30 (controlled release packages)
Stair towers4
Structure zonesProcess, Main Frame, Peripheral Girt, Support / Access
Schedule50-week programme, kickoff to release-ready (ongoing)
ScopeMain steel, miscellaneous steel, girt steel, stair towers, heavy assemblies, connection detailing
Why it worked

“The assemblies weigh 20 to 80 tons, every major member splices, and the whole structure has to stay coordinated through an ongoing build — sequence control and RFI/CDQ discipline are what keep it buildable.”

Moldtek Detailing Team

Industrial Steel Detailing · Algoma Melt Shop Building

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