Guide · Structural steel

Renovation and existing steel takeoff

Steel work in existing buildings is small in tons and large in uncertainty. Field verification, reinforcing existing members, new connections to old steel of unknown chemistry, coatings that must come off before welding, fire watch, limited access and occupants change the price far more than the weight does.

  • Field verification
  • Reinforcing existing members
  • Connections to existing
  • Access and phasing
Structural steel building frame with wide-flange beams, columns and metal floor deck under construction

Why renovation steel is different

Renovation drawings often show existing members dashed with "existing, field verify" next to them. New beams frame into old steel whose size, condition, material and connection details are uncertain. Reinforcing plates have to fit members that are not straight, clean or square. Work happens around occupants, finishes, MEP and fire protection. The estimator's job is to price what is known, put a number or a unit price on what is not, and make every assumption visible.

Structure the takeoff in three groups

GroupWhat it includesHow to count
New framingNew beams, columns, posts, bracing, lintelsLike new construction: shape, length, count, sheet
ReinforcingPlates, angles, WT or channel sections added to existing members; new posts and footings under existing beamsBy member and detail, with weld or bolt quantities
Connections to existingEvery new-to-existing connectionCount by type, with field drilling, bolting or welding

Keep the groups separate. Reinforcing and connections to existing are labor-dominated and uncertain; blending them into a price per ton hides exactly the risk the reviewer needs to see.

Field verification: price it as a line

  • Site visit before pricing. Walk the areas, photograph conditions, note ceiling heights, access routes, door sizes, elevator capacity and where you can stage material.
  • Verification hours. Carry hours for a crew or detailer to measure existing members and conditions before detailing, plus time to revise shop drawings. Fit-up depends on it.
  • Access to verify. If ceilings, fireproofing or finishes must be opened, say who does it and who restores it.
  • Discrepancy clause. State that your price assumes existing conditions as shown and that differences found during verification are changes.

Existing steel: identify it before you weld it

Older buildings may contain steels or wrought iron with chemistry and properties unlike modern A992. AISC Design Guide 15, Rehabilitation and Retrofit, compiles historic shape dimensions and properties and covers evaluating existing members. AWS D1.7, Guide for Strengthening and Repairing Existing Structures, addresses welding to existing steel. Engineering guidance in this area generally calls for sampling and testing older steel (chemistry to calculate carbon equivalent, plus mechanical tests) before relying on welded connections, and favors bolted connections where weldability is uncertain or the material is wrought or cast iron.

If the drawings show field welds to existing steel and say nothing about material, ask. Price the assumption you make: either "existing steel assumed weldable per EOR; testing by others," or bolted alternates. Do not absorb an unknown testing and procedure-qualification program into a lump sum.

Coatings, hot work and fire watch

  • Existing coatings. OSHA 1926.354 requires testing preservative coatings of unknown flammability before welding or cutting, stripping highly flammable coatings from the area to be heated, and either stripping toxic coatings at least 4 in. from the heat in enclosed spaces or providing respiratory protection. Lead-containing paint brings OSHA's lead standard (1926.62) into play, with exposure assessment and controls. Price stripping, testing and controls, or exclude them explicitly.
  • Fireproofing. Spray fireproofing on existing members must be removed for welding and replaced afterward. Name who removes and who replaces; asbestos-containing fireproofing is abatement, not steel work.
  • Hot work permits and fire watch. NFPA 51B (2019 edition) lengthened the minimum fire watch after hot work from 30 minutes to one hour, and the permit authorizing individual can require longer monitoring. On a job with many short welds in an occupied building, fire watch time is real labor. Many owners' insurance carriers add their own hot-work rules.

Access and phasing: where the hours go

ConditionEffect on price
Occupied buildingPhasing, night or weekend work, dust and noise control, protection
No crane accessShorter pieces, field splices, hand-carry, chain falls, small lifts, rigging
Finished ceilings and wallsRemoval, protection and restoration by others or included; clarify
Hot-work restrictionsFire watch labor, permits, bolted alternatives
MEP in the wayCoordination, temporary supports, relocation by others
Elevator or door size limitsMaximum piece length and weight, more field connections

Reinforcing existing members: typical items

  • Plates or WT sections welded to flanges to increase capacity, with surface prep, coating and fireproofing removal and replacement.
  • New posts and footings under existing beams, which bring concrete, shoring and possibly slab cutting.
  • Bolted connections to existing members where welding is restricted, with field drilling through existing steel.
  • Lintels for new openings in existing masonry walls, with temporary shoring by others or included.
  • Temporary shoring while load is transferred, if the engineer requires it. Clarify whether it is your design and your cost.
Example scope lines (illustrative)

"Price includes 12 reinforcing plate assemblies per detail 3/S-502 at existing beams identified on S-201, assuming existing beam sizes as shown. Includes field verification of the 12 locations before detailing. Excludes removal and replacement of fireproofing, ceiling removal and restoration, lead or asbestos testing and abatement. Fire watch included for up to 1 hour after hot work per NFPA 51B; additional owner-required monitoring billed at T&M rates."

"Unit price per additional reinforcing assembly per detail 3/S-502: $____ each, for locations found during field verification."

Proposal language that makes unknowns explicit

State what you priced: number of connections and reinforcing details, existing member sizes assumed, access route and working hours, hot-work and welding assumptions, testing responsibility. Provide unit prices for additional connections or reinforcing assemblies so changes found during field verification can be priced quickly. Exclude hazardous material testing and abatement unless they are explicitly yours.

RenderDraw's AI takeoff proposes new members and connection quantities from renovation drawings with source sheets, which helps separate new framing from the reinforcing and connection counts you price by hand. For documenting existing spaces, RenderDraw MeasurePro on iPhone and iPad captures rooms for floor plans. Try the takeoff with a free sample takeoff, and see steel takeoff RFIs for wording.

Where RenderDraw fits

Member counts off the drawings, with the sheet attached.

RenderDraw's AI takeoff proposes steel member counts and lengths from plans, framing plans and schedules, links every row to its source, and sends low-confidence items to your estimator before the handoff to pricing.

  • Counts and lengths by member. Proposed from the drawings and kept tied to the framing plan or schedule they came from.
  • Uncertain items flagged. Items the AI can't confirm go to review instead of being guessed.
  • Addenda through the same review. Send the changed sheets through takeoff and review, then reprice the members that changed.
  • Your estimator decides. Connections, erection, coatings, risk and margin stay your call.
Fabricated steel gusset plates, clip angles and base plates with bolts laid out for a steel estimate
Honest by design

Test it on a real steel package

Send one structural set, ideally with an addendum. Sample files stay private while RenderDraw assesses the request. No obligation.

RenderDraw does not publish accuracy percentages or time-saved claims. Test it on your own plan set.

FAQ

Questions estimators ask.

How do you estimate steel for a renovation?

Separate new framing, reinforcing of existing members and connections to existing. Price field verification as its own line, account for access, coatings, fireproofing and hot work, and use unit prices for unknowns.

Can you weld to existing steel in an old building?

Often, but older steel may need testing to confirm weldability. AISC Design Guide 15 and AWS D1.7 cover evaluating and welding existing structures. If the drawings are silent on material, RFI it and price your assumption.

How long is a fire watch after welding?

NFPA 51B (2019 edition) requires at least one hour after hot work ends, up from 30 minutes in earlier editions, and the permit authorizer can require more. Owner and insurer rules may add to that.

What should renovation steel proposals exclude?

Typically hazardous material testing and abatement, ceiling and finish removal and restoration, fireproofing replacement and MEP relocation, unless they are explicitly in your scope.

Can RenderDraw help with renovation steel?

RenderDraw's AI takeoff proposes new members and connection quantities from renovation drawings with source sheets for review. Get a free sample takeoff.

Start small

New steel from the drawings, existing conditions from the field.

Send the renovation set. RenderDraw proposes new members and quantities with sources; use MeasurePro to capture existing rooms.

  1. Upload the plans, specs and schedules, plus an addendum if you have one.
  2. RenderDraw reviews the set and the scope you want tested.
  3. We follow up with extracted quantities, flagged items and next steps.
Sources

Sources and further reading

Standards, manufacturer data and references used for this guide. Numbers marked as rules of thumb are starting points, not substitutes for your own cost history, the project specifications or the manufacturer's current data.

  1. AISC Design Guides (including Design Guide 15, Rehabilitation and Retrofit) — Historic shapes and evaluating existing steel
  2. AWS D1.7/D1.7M:2024 Guide for Strengthening and Repairing Existing Structures (preview PDF) — Welding to existing steel
  3. OSHA 29 CFR 1926.354 Welding, cutting and heating in way of preservative coatings — Coating tests and stripping before hot work
  4. NFPA 51B Standard for Fire Prevention During Welding, Cutting, and Other Hot Work — Hot work permits and fire watch
  5. Code Red Consultants: Updated fire watch requirements — Fire watch change from 30 to 60 minutes in NFPA 51B-2019

Last reviewed November 2026.

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