Engineering Productivity

How to Reduce Structural Steel Detailing Time Without Cutting Checks

Where steel detailing time actually goes, and how templates, typicals, parallel work and limited automation shorten the calendar without thinning the checker’s job.

StruTools · 8 Jul 2026 · 7 min read

Detailing time is not mainly CAD speed. It is waiting for openings, rebuilding connections after a grid move, hunting for the live typical, and checking the same hole twice because the first check was not written down. Offices that try to “go faster” by skipping the checker buy a short week and a long recut. Offices that go faster by removing wait states and rework keep the checker and still ship sooner. This article is about the second kind of speed.

Start by saying where the hours went on the last job. If you cannot, you will automate the wrong step. Many teams discover that layout was quick, connections were medium, and comment churn plus missing vendor data ate the month. In that case a new modeller will not save you. A hold list and a frozen typical will. If the hours sat in title blocks and indexes, then drawing automation is the right lever — see automating steel approval drawings and the MBS Approval Package.

The rest is craft that does not need a slogan: templates that people actually start from, typicals with a stated range, parallel work that does not collide on marks, and a checklist that is short enough to use at issue. Pair that with CAD hygiene from LISP Programs so plot night is not a second detailing shift. Cutting checks is not on the list. Quality control is how you stop speed from becoming common errors at the saw after a week that looked efficient on paper.

Time cuts that keep the check

MoveWhat it shortensWhat it must not remove
Frozen typicalsRe-inventing connectionsException review
Sheet templatesTitle data and notesReading the notes for this spec
Hold listRework after late dataThe hold itself
Batch cleanup / indexesPlot-eve choresSampling the output
Skipping the checkerThis weekThe shop’s week

Where time actually goes

Track four buckets for one project: waiting, first-time modelling or CAD, rework, and checking. Waiting and rework are usually the largest. They are also the ones software vendors talk about least, because they are process. You cannot plot your way out of an unfrozen crane beam.

  • Waiting: vendor drawings, architectural openings, connection design, reviewer silence
  • First-time work: layout, typicals, piece drawings
  • Rework: grid moves, typical changes, comments that hit fifty marks
  • Checking: should be planned hours, not leftover hours

Templates and typicals

A template that nobody uses is a folder. A typical that does not state its range is a rumour. Make the empty sheet easier than a copied old job, or staff will copy the old job with last year’s client name. Make the typical easier than inventing a connection, or you will get fifty ‘almost the same’ details.

Limit typicals to the connections you actually repeat. A library of 200 unused details is slower than ten that the checker knows by heart. Retire typicals that lost their range of use.

Parallel work without collisions

Two detailers can work at once if marks, sheets and zones are assigned. They cannot if both number beams from B1 in the same grid. Split by area, by lot, or by member type — not by “whoever opens the file.”

SplitWorks whenFails when
By grid zoneGrids are frozenA brace crosses the split
By lot / mill packageRelease is stagedConnections straddle lots
By member typeTypicals are stableThe same assembly needs two people
By sheet type (GA vs piece)Source geometry is sharedGA and piece use different models

Check plans that are faster, not thinner

A checker who starts at a random piece sheet will be slow and incomplete. Give them a path: notes, grids, typicals, plans, then a sample of pieces, then every exception. That is faster than 100% of everything in random order, and safer than 0% because the job was late.

  1. Checker reads the hold list first so they do not “fix” a frozen zone.
  2. Confirm typicals and their range before piece sampling.
  3. Sample pieces by type, then inspect every exception listed on the plan.
  4. Write findings against marks. Verbal comments will be lost to speed.
  5. Block issue only for findings that affect shop or design. Log the rest for the next lot.

Automation as a time cut

Automate chores that survive a check: layer cleanup, title attributes, indexes, reaction table layout. Do not automate connection selection to save Thursday. The first family funds checking time. The second spends it later at the saw. LISP and Excel Programs belong to the first family when they are owned and sampled.

What not to cut

Do not cut input freeze, typical agreement, a named checker, or revision letters. Those look like overhead on a quiet day and like the whole job on a bad one. If the programme cannot fit them, the programme cannot fit detailing.

A practical workflow

  1. On the last job, split hours into wait, first-time, rework and check.
  2. Pick the largest bucket you control (usually rework or plot chores).
  3. Write one typical or one template that would have shrunk that bucket.
  4. Assign zones and a mark register before a second person starts.
  5. Publish a check path and a hold list with the first issue.
  6. Add only the automation that removes chores the checker already knows how to sample.

Engineering tips

  • Release mill steel only for members whose length is stable. Partial release is speed; full release on a moving roof is rework.
  • Keep vendor-data holds visible on the drawing list so they do not surprise the checker at 5 p.m.
  • If comments always hit the same typical, fix the typical, do not hire a faster drafter.
  • Measure shop queries per issue. If they rise as hours fall, you cut the check.

Common mistakes

Starting piece drawings before typicals are agreed

You will draw them twice. Layout can start. Pieces wait.

Two people numbering in the same range

Duplicate marks are a field event. Issue ranges in writing.

Checker arrives after PDFs are already emailed

Then the check is a revision. Put the check before the transmittal, even if the sample is limited.

Copying last job as a ‘template’

You also copy last job’s client, spec and a brace that does not exist. Start from a cleaned template.

Speed without thinning the check

  • Hours on the last job roughly classified
  • Typicals listed with a range of use
  • Templates empty of old project data
  • Mark register owned by one person or one file
  • Zones or lots assigned
  • Hold list published
  • Check path written
  • Automation limited to sampleable chores

Frequently asked questions

Is a 3D modeller the fastest way to detail?

It is faster at keeping drawings and lists aligned once the team can run it. It is slower if typicals, numbering and drawing layouts are not ready. Tool choice is not the first time cut.

Can we check only ten percent of pieces?

You can sample by type if typicals are trusted and exceptions are 100% checked. Blind 10% of a random pile is luck, not a plan.

What if the client wants shop drawings next week and openings next month?

Detail and release the zones that are frozen. Hold the rest in writing. A partial package is honest speed. A complete package of guesses is not.

Do checklists slow people down?

A twenty-page checklist will. A one-page issue list used every time is faster than rediscovering common errors in fabrication.

Where this leaves the work

Reducing detailing time is mostly subtracting wait and rework, then spending some of the recovered hours on a checker who has a path. Templates, typicals, mark control and a little automation are the tools. Skipping review is not a tool. It is a loan with shop interest.

Keep the detailing checklist at issue, and if approval sheets are the chore, automate that package rather than the connection that still needs a person.

This article provides general educational information. Project-specific structural design, calculations and drawings should be reviewed by appropriately qualified engineering professionals and checked against applicable project requirements and standards. StruTools does not replace engineering judgement or professional design review.