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Conflicts

Where the customer said one thing, the PM said another, and the plan says nothing. Each one shows every side with evidence, why it matters, what it costs you if it's wrong, and what to do — work the expensive ones first.

$222,200$347,700

still at risk · 11 open

$0

recovered · 0 closed

Close the loop on /resolve

Drawing Revision Conflict — Rev B vs. Rev C

Harborline Tower — Architectural Railing Package

CriticalOpen

The customer approved Rev C while the shop folder marks Rev B as active, and a PM status report claims 70% fabrication complete — likely from the superseded drawing.

A

Customer Approval Email — May 9

Approved — please proceed with Drawing Rev C as attached. Rev C revises the top-rail profile and adds two intermediate posts per run.

B

Shop Folder (SharePoint)

MetalWorks_Harborline_Railing_Rev_B.pdf — marked ACTIVE in the shop folder.

C

PM Status Report — May 5

Railing fabrication is approximately 70% complete.

Cost of being wrong

$29,100$51,100

Rework $12,900$18,700 · margin erosion $16,200 · +9 days

Drivers: fabricated to superseded drawing

Why it matters

Fabrication is likely proceeding from an outdated drawing, risking rework on completed assemblies, a schedule slip, and a disputed change order with the GC.

Recommended action

Pause work, make Rev C the single active revision, and issue a priced change order for the delta.

Waiting onRay Donnelly · Harborline GC·2 weeks in queue

Install Date Promised on Superseded Revision

Harborline Tower — Architectural Railing Package

HighOpen

The PM committed a May 27 install date based on Rev B progress. Rev C adds posts and revises the top rail, changing labor and material.

A

PM Email — May 5

Install is locked for May 27 based on current fabrication progress.

B

Customer Approval Email — May 9

Rev C revises the top-rail profile and adds two intermediate posts per run.

Cost of being wrong

$20,600$34,100

Rework $9,800$14,300 · margin erosion $10,800 · +5 days

Drivers: fabricated to superseded drawing · material refabrication

Why it matters

A committed install date built on superseded scope is a likely customer escalation with the GC.

Recommended action

Re-baseline the install date against Rev C and communicate proactively before the GC plans crews.

Waiting onRay Donnelly · Harborline GC·11 days in queue

Change Order Not Raised for Rev C Delta

Harborline Tower — Architectural Railing Package

MediumInvestigating

Rev C increases the material take-off (added posts) but no change order has been raised; the contract value still reflects Rev B.

A

Customer Approval Email — May 9

Two added intermediate posts per run across all guardrail runs.

B

Shop Folder (SharePoint)

No change-order document present in the job folder.

Cost of being wrong

$10,500$18,200

Rework $5,100$7,400 · margin erosion $5,400 · +3 days

Drivers: fabricated to superseded drawing · material refabrication

Why it matters

Unbilled scope erodes margin and weakens the position if a dispute arises later.

Recommended action

Quantify the Rev C delta and raise a change order before proceeding.

Waiting onRay Donnelly · Harborline GC·2 weeks in queue

Weld Spec — Verbal Call vs. Drawing Callout

Beacon Plaza — Monumental Stair Fabrication

HighOpen

The May 6 Teams call note cites one weld spec; the approved shop drawing callout cites another. The EOR has not confirmed either in writing.

A

Teams Transcript — May 6

EOR (verbal): "go with the full-pen detail on the stringer connections."

B

Approved Shop Drawing

Connection callout: fillet weld per detail 4/S-301.

Cost of being wrong

$29,700$44,100

Rework $12,100$17,500 · margin erosion $17,600 · +5 days

Drivers: structural rework · fabricated to superseded drawing

Why it matters

Welding to the wrong spec on a monumental stair risks rejection at inspection and full rework.

Recommended action

Obtain written EOR confirmation of the governing weld spec before structural welds proceed.

Waiting onSusan Park, PE · Park Structural·3 weeks in queue

Special Inspection Requirement Unconfirmed

Beacon Plaza — Monumental Stair Fabrication

MediumOpen

If full-penetration welds govern, special inspection may be required and is not currently scheduled.

A

Teams Transcript — May 6

No mention of special inspection scheduling for the stair welds.

B

Approved Shop Drawing

General notes reference special inspection per IBC where applicable.

Cost of being wrong

$11,600$18,300

Rework $2,800$4,100 · margin erosion $8,800 · +3 days

Drivers: rework + schedule exposure

Why it matters

Missing a required special inspection can halt the job and require destructive testing.

Recommended action

Confirm inspection requirements with the EOR alongside the weld spec.

Waiting onSusan Park, PE · Park Structural·3 weeks in queue

RFI-Driven Scope Not in Schedule

Midtown Exchange — Commercial Handrail Install

HighOpen

Three RFIs answered by Outlook changed the anchor layout and sequence; the PM schedule is unchanged for 23 days.

A

RFI-014 Response — May 12

Proceed with revised anchor layout per attached sketch. This supersedes the original detail.

B

PM Schedule Export — May 14

Last modified Apr 21. No RFI tasks present in the schedule.

Cost of being wrong

$21,600$33,600

Rework $6,800$9,800 · margin erosion $14,800 · +5 days

Drivers: anchorage / inspection failure

Why it matters

Field crews may install to a stale sequence, causing rework and friction with the GC.

Recommended action

Reconcile RFI outcomes into the schedule and confirm the sequence with the superintendent.

Waiting onGreg Mason · Harborline GC·4 days in queue

Anchor Type Discrepancy

Midtown Exchange — Commercial Handrail Install

MediumOpen

RFI-014 sketch shows an epoxy anchor where the approved submittal shows a mechanical anchor.

A

RFI-014 Response — May 12

Revised detail indicates adhesive (epoxy) anchors at slab edge.

B

Approved Submittal

Submittal specifies mechanical expansion anchors at slab edge.

Cost of being wrong

$10,900$17,900

Rework $3,500$5,100 · margin erosion $7,400 · +3 days

Drivers: anchorage / inspection failure

Why it matters

Wrong anchor type at the slab edge is a safety and inspection failure.

Recommended action

Confirm anchor type and update the submittal before procurement.

Waiting onGreg Mason · Harborline GC·4 weeks in queue

Balcony Live-Load Rating Mismatch

Foundry Lofts — Structural Stair & Balcony

HighOpen

The customer requirements PDF states 60 psf; the structural sketch annotates 100 psf. Detailing should not proceed until frozen.

A

Requirements PDF

Juliet balconies designed for 60 psf live load.

B

Structural Sketch (SharePoint)

Balcony framing annotated 100 psf live load.

Cost of being wrong

$39,100$54,700

Rework $14,700$21,300 · margin erosion $24,400 · +5 days

Drivers: structural rework · re-engineering / re-detail

Why it matters

A 40 psf difference changes member sizes and connections — building the wrong one is a full re-detail.

Recommended action

Freeze the governing rating with Anvil's EOR before releasing detailing.

Waiting onDaniel Brooks, PE · Anvil Development·3 weeks in queue

Coating System Conflict

Lakeside Pavilion — Steel Canopy & Trellis

MediumOpen

Spec PDF calls for hot-dip galvanizing only; the kickoff email says galvanize then powder coat.

A

Spec PDF

All exposed steel hot-dip galvanized per ASTM A123.

B

Kickoff Email

We want it galvanized and then powder coated in the bronze color.

Cost of being wrong

$7,800$14,700

Rework $3,200$4,700 · margin erosion $4,600 · +3 days

Drivers: recoat after delivery

Why it matters

Powder over galvanizing requires extra prep and lead time; missing it means recoating after delivery.

Recommended action

Confirm the governing coating system with the architect before blasting.

Waiting onNora Whitfield · Civic Parks Authority·3 weeks in queue

Material Substitution vs. Approved Submittal

Northgate Mall — Storefront Metal Cladding

HighOpen

A lighter gauge was discussed on the May 9 call to hold budget, but the approved submittal still specifies the heavier gauge.

A

Teams Transcript — May 9

Customer: "can we drop to the lighter gauge to keep the budget?"

B

Approved Submittal

Cladding panels: heavier gauge aluminum, approved as submitted.

Cost of being wrong

$17,800$30,000

Rework $7,000$10,200 · margin erosion $10,800 · +5 days

Drivers: material refabrication

Why it matters

Fabricating to an unapproved substitution risks rejection and a forced refabrication at cost.

Recommended action

Issue a formal substitution request and get written approval before cutting.

Waiting onCarl Jensen · Northgate Retail Group·4 weeks in queue

Shop Drawing vs. Customer Dimension Update

Apex Logistics — Industrial Pipe Handrail

MediumOpen

The customer's May 11 email gives loading-dock dimensions that differ from the current shop drawing set.

A

Customer Email — May 11

The dock handrail runs are 11'-4", not 10'-8" as previously drawn.

B

Shop Drawing Set (SharePoint)

Dock handrail runs dimensioned 10'-8" on current set.

Cost of being wrong

$23,500$31,000

Rework $4,700$6,800 · margin erosion $18,800 · +3 days

Drivers: fabricated to superseded drawing · cut-to-length scrap

Why it matters

Fabricating to the old dimension means cut-to-length scrap and field rework.

Recommended action

Reconcile the May 11 dimensions into the shop set and confirm the active revision.

Waiting onLydia Chen · Apex Logistics·3 weeks in queue