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Paint Shop Planning—From Floor Plan to First Spray | Article 21 of 28 | Change Orders: Where Paint-Shop Budgets Go to Die
Last Updated: 09/08/2026
Paint Shop Planning—From Floor Plan to First Spray | Article 21 of 28

Change Orders: Where Paint-Shop Budgets Go to Die

A change that takes five minutes to request can take five weeks and thousands of dollars to complete.

A change order is a written modification to the agreed project scope, price, schedule, or responsibilities. Some changes are reasonable and unavoidable. Existing buildings hide surprises. Authorities may require revisions. Production needs may change. Equipment can be delayed or discontinued.

Other change orders are created by incomplete planning, unclear specifications, unverified utilities, missing equipment, late decisions, or verbal instructions given in the field.

The goal is not to eliminate every change. The goal is to identify changes early, understand their complete effect, obtain approval before work proceeds, and preserve a clear record of what changed and why.

The workman’s rule: There is no such thing as a small change after fabrication begins. Somewhere, somebody has to redesign it, rebuild it, reschedule it, or work around it.

1. Understand Why Change Orders Happen

Paint-shop change orders usually begin in one of several predictable places.

Common causes of change orders

  • Incomplete Owner’s Project Requirements
  • Unclear equipment specifications
  • Unverified field dimensions
  • Incorrect building drawings
  • Unknown underground or overhead utilities
  • Unverified electrical, gas, or compressed-air capacity
  • Late product or coating changes
  • Missing work in the responsibility matrix
  • Permit or inspection comments
  • Unforeseen structural conditions
  • Owner-requested upgrades
  • Vendor substitutions
  • Construction damage
  • Schedule acceleration
  • Work performed from obsolete drawings

Review these risks before issuing the purchase order. Problems that are predictable can often be resolved before they become expensive.

2. Establish a Project Baseline

A change cannot be evaluated unless the original agreement is clear. Establish a documented baseline before work begins.

The baseline should include:

  • Signed contract or purchase order
  • Final equipment specification
  • Approved proposal
  • Accepted deviations and alternates
  • Responsibility matrix
  • Approved drawings
  • Project schedule
  • Payment milestones
  • Performance and acceptance requirements
  • Applicable addenda and clarifications

Date and identify the revision of every baseline document. Otherwise, the team may disagree about which drawing or scope was actually approved.

3. Define What Constitutes a Change

The contract should define which events require a formal change order.

Examples include:

  • Adding or removing equipment
  • Changing equipment size or capacity
  • Changing materials of construction
  • Relocating equipment or utilities
  • Changing installation responsibilities
  • Changing performance requirements
  • Accelerating or delaying the schedule
  • Changing approved drawings
  • Requiring overtime or special access
  • Changing testing, training, or documentation requirements

Corrections required because a contractor failed to meet the original agreement may not qualify as owner-funded changes. The contract should explain how such disputes are handled.

4. Control Who May Authorize a Change

Not everyone attending a meeting or walking through the jobsite should have authority to change the project.

Identify:

  • Who may request a change
  • Who reviews technical effects
  • Who reviews safety and code effects
  • Who approves cost
  • Who approves schedule changes
  • Who may authorize work to begin
  • Who updates the official documents

A field conversation is not a purchase order. Contractors should not proceed with changed work based only on an informal instruction unless an immediate safety condition requires emergency action under an established procedure.

5. Use a Written Change Request

Every proposed change should begin with a numbered written request. The request should describe the change without prematurely authorizing the work.

Change-request information

  • Unique change-request number
  • Date submitted
  • Person and company requesting the change
  • Reason for the request
  • Description of existing requirement
  • Description of proposed change
  • Affected drawings and specifications
  • Required decision date
  • Known safety, code, quality, and production effects
  • Photographs or sketches where useful

Keep change requests separate from approved change orders. A request is an idea awaiting evaluation. A change order is an authorized modification.

6. Find the Root Cause

Before approving a change, determine why it is needed. The answer helps assign responsibility and prevents the same problem from appearing elsewhere.

Owner-directed change
The owner requests added capacity, features, relocation, acceleration, or another improvement.
Unforeseen condition
A concealed site condition differs materially from the available project information.
Design coordination issue
Drawings, dimensions, systems, or responsibilities conflict or leave a gap.
Correction of nonconforming work
Work does not meet the approved drawings, specifications, listing, or contract.

The person identifying the problem is not automatically the person responsible for its cost.

7. Evaluate Technical Effects

A change in one system can affect several others. Moving an exhaust duct may change pressure loss, structural loading, roof work, fire protection, electrical routing, and maintenance access.

Review the effect on:

  • Product flow and production capacity
  • Booth airflow and building pressure
  • Heating and cure performance
  • Electrical loads and hazardous-location boundaries
  • Fire suppression and alarm interfaces
  • Natural-gas and compressed-air systems
  • Structural supports
  • Roof and wall penetrations
  • Environmental permits
  • Maintenance access
  • Equipment listing and warranty
  • Future expansion

Obtain written technical review from the responsible designers and equipment manufacturers.

8. Evaluate Safety and Code Effects

A field modification can affect equipment approvals and required safeguards even when the physical change appears minor.

Determine whether the change affects:

  • Equipment listing or certification
  • Hazardous-location classification
  • Required ventilation
  • Fire-protection coverage
  • Exit access or egress
  • Emergency-stop operation
  • Grounding and bonding
  • Burner or fuel-train safety
  • Permit documents
  • Required inspections
  • Insurer approval

Submit revised information to the Authority Having Jurisdiction when required. Approval of the original design does not automatically approve later changes.

9. Require a Detailed Cost Breakdown

A change-order proposal should show enough detail for the owner to evaluate whether the cost is reasonable.

Request separate costs for:

  • Engineering and drawings
  • Equipment and materials
  • Shop fabrication
  • Field labor
  • Supervision
  • Freight and expediting
  • Rigging and equipment rental
  • Demolition and rework
  • Permits and inspection fees
  • Testing and commissioning
  • Overhead and markup
  • Applicable taxes
  • Credit for deleted work

Require documentation for major material, subcontractor, or freight costs when appropriate.

10. Include Credits for Removed Work

A change may add one item while eliminating another. The change-order price should include both additions and credits.

If a standard motor is replaced by a premium motor, the change is not necessarily the full price of the premium motor. The owner may be entitled to credit for the motor no longer being supplied.

A fair change order counts what is added, what is removed, and what has already been purchased or fabricated.

11. Evaluate Schedule Effects

A change can affect the project even when its direct price is modest.

Require the contractor or vendor to identify:

  • Engineering time
  • Revised drawing and approval time
  • Material lead time
  • Fabrication time
  • Effect on shipment
  • Effect on installation sequencing
  • Effect on permits and inspections
  • Effect on startup and training
  • Effect on production shutdowns
  • Effect on final completion

The approved change order should state the agreed schedule effect. Silence can become a dispute when the project finishes late.

12. Understand the Cost of Acceleration

Asking a contractor to recover schedule time can require overtime, additional crews, expedited freight, split shipments, special fabrication, or inefficient trade sequencing.

Before authorizing acceleration, determine:

  • Which activities are actually controlling completion
  • Whether acceleration can recover meaningful time
  • Additional labor and supervision costs
  • Expedited material and freight costs
  • Effect on safety and quality
  • Effect on other contractors
  • Required owner decisions and site access

Working faster is not always the same as finishing sooner.

13. Protect Long-Lead Equipment Decisions

Fans, burners, control panels, specialty lights, fire-protection equipment, structural steel, switchgear, and custom components may have long lead times.

Before changing a long-lead item, confirm:

  • Whether the original item has been ordered
  • Cancellation or restocking charges
  • Availability of the replacement
  • Effect on fabrication
  • Effect on equipment listing
  • Compatibility with other components
  • Effect on warranty
  • Shipping and installation consequences

Late substitutions should receive the same technical review as original equipment.

14. Do Not Approve Price Without Scope

The change order should clearly describe what the price buys.

It should state:

  • Equipment and work included
  • Equipment and work excluded
  • Drawings to be revised
  • Responsibilities changed
  • Testing required
  • Documentation required
  • Warranty effect
  • Schedule effect
  • Payment terms

“Modify ductwork—$12,500” does not provide enough information to control the work or later verify completion.

15. Do Not Approve Scope Without Price and Schedule

The opposite mistake is authorizing the work and promising to settle price later. Once changed work is completed, the owner loses much of the ability to evaluate alternatives or negotiate cost.

When exact cost cannot be established in advance, use a written time-and-material authorization with:

  • A defined scope
  • Approved labor rates
  • Approved material markup
  • Daily signed work tickets
  • Required receipts
  • A not-to-exceed amount
  • A stop-work notification threshold

16. Separate Emergency Work From Ordinary Changes

An immediate condition may threaten people, property, equipment, or ongoing construction. The project should have a limited emergency-work procedure.

The procedure should identify:

  • Who may authorize emergency action
  • What contractors may do without normal prior approval
  • How costs will be documented
  • When management must be notified
  • How temporary work will be reviewed
  • How permanent correction will be approved

Emergency authority should not become a shortcut around normal change control.

17. Track Potential Changes Before They Become Claims

Maintain a potential-change log from the beginning of the project.

Recommended change-log fields

  • Change-request number
  • Description
  • Root cause
  • Requesting party
  • Responsible reviewer
  • Estimated cost
  • Estimated schedule effect
  • Required decision date
  • Current status
  • Final disposition
  • Approved change-order number

Review the log during every project meeting. A potential change ignored for three weeks may become an emergency when fabrication reaches that part of the equipment.

18. Maintain a Contingency—But Protect It

A project contingency provides funding for legitimate unknowns. It is not free money available for every attractive option.

Establish:

  • The total contingency amount
  • Who controls it
  • What types of costs may use it
  • Approval thresholds
  • Reporting requirements
  • Remaining balance after each change

Separately track owner upgrades, design corrections, unforeseen conditions, and contractor-responsibility issues. This helps the organization learn where project costs actually changed.

19. Watch for Scope Creep

Scope creep occurs when small additions accumulate without formal review of their combined effect.

Examples include:

  • Adding “just one more” control feature
  • Relocating doors repeatedly
  • Increasing booth dimensions after design approval
  • Adding products to the process range
  • Changing coating technology
  • Increasing production without revisiting capacity
  • Adding reports, sensors, or data connections late
  • Expanding training or startup scope informally

Each request may appear reasonable by itself. Together, they can affect equipment size, utilities, code review, fabrication, software, and delivery.

20. Control Drawing Revisions

Every approved change affecting the design should result in updated drawings and specifications.

Revised documents should show:

  • Revision number and date
  • Description of the change
  • Change-order reference
  • Affected dimensions and connection points
  • Required approvals
  • Updated responsibilities

Remove or clearly mark obsolete drawings. Work constructed from an old drawing may have to be removed even when the installation crew performed it correctly.

21. Document Verbal Discussions

Jobsite conversations are necessary, but important decisions should be confirmed in writing.

A written confirmation should record:

  • Date and location
  • People present
  • Condition discussed
  • Proposed direction
  • Whether work is authorized
  • Required follow-up

Meeting minutes documenting a discussion do not automatically authorize additional cost. Use the contract’s formal change-approval process.

22. Reject Incomplete Change Proposals

Return a proposal for clarification when it lacks enough information for an informed decision.

Do not approve until the proposal explains:

  • Why the change is required
  • What work is included
  • What work is excluded
  • How the cost was developed
  • What credit is included
  • How the schedule changes
  • Whether permits or approvals are affected
  • What drawings will be revised
  • How performance and warranty are affected

23. Verify Changed Work Before Payment

Approval of a change order does not prove that the changed work was completed correctly.

Before payment, verify:

  • Equipment and materials match the approved change.
  • Installation is complete.
  • Required inspections are approved.
  • Performance has been tested.
  • Safety and control functions operate correctly.
  • Deficiencies have been corrected.
  • Drawings and manuals have been updated.
  • Deleted work has been credited.

24. Close the Change Into the Final Record

Every approved change should be incorporated into the final project documents.

Update:

  • As-built drawings
  • Equipment lists
  • Utility schedules
  • Control sequence
  • Responsibility matrix
  • Operating and maintenance manuals
  • Spare-parts lists
  • Inspection and test records
  • Warranty information
  • Final contract value

Future operators and maintenance personnel should not have to search through a stack of change orders to discover how the system was finally built.

25. Learn From the Change Log

At project closeout, review every change and group it by cause.

Ask:

  • Which changes were unavoidable?
  • Which resulted from incomplete planning?
  • Which resulted from late owner decisions?
  • Which resulted from missing field information?
  • Which resulted from design or trade coordination?
  • Which resulted from code or permit review?
  • Which resulted from contractor performance?
  • What should be done differently on the next project?

The change-order record can become a valuable planning tool instead of merely a history of additional cost.

Questions to Ask Before Approving a Change Order

  1. Why is the change necessary?
  2. Is it already included in the original contract?
  3. Who is responsible for the condition?
  4. What alternatives were considered?
  5. What is the complete technical effect?
  6. Does it affect safety, permits, or equipment listings?
  7. Is the cost itemized and are credits included?
  8. How does it affect the schedule?
  9. Which drawings and documents must be revised?
  10. Who has authority to approve the change?

Knowledge Check

  1. What is the difference between a change request and an approved change order?
  2. Why is an established project baseline necessary?
  3. What four major effects should be reviewed before approving a change?
  4. Why should deleted work be credited?
  5. What is scope creep?
  6. Why must approved changes be incorporated into the final as-built record?

Planning and contractual notice: This article provides general educational information and is not legal, engineering, financial, safety, or construction-contract advice. Change-order rights and responsibilities depend on the signed contract and applicable law. Project changes should be reviewed by qualified technical, contractual, financial, safety, and legal professionals as appropriate before work is authorized.

Next in the series: Article 22 of 28—Pre-Startup Inspection and Documentation

The booth is assembled and the wiring looks complete, but that does not mean the system is ready to run. Article 22 explains how to inspect the installation, verify utilities and safeguards, close critical deficiencies, collect essential documents, and determine whether startup can begin safely.



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 > Automotive Refinish—From Repair Plan to Road Ready | Article 17 of 28 | Paint With a Plan: Professional Basecoat and Clearcoat Application
 > Automotive Refinish—From Repair Plan to Road Ready | Article 18 of 28 | Control the Booth: Airflow, Filters, Lighting, and Maintenance
 > Automotive Refinish—From Repair Plan to Road Ready | Article 19 of 28 | Balance the Booth: Air-Makeup Unit Operation and Maintenance
 > Automotive Refinish—From Repair Plan to Road Ready | Article 20 of 28 | Cure It by the Numbers: Flash, Bake, and Return-to-Service
 > Automotive Refinish—From Repair Plan to Road Ready | Article 21 of 28 | Correct Without Creating: Denibbing, Sanding, and Polishing
 > Automotive Refinish—From Repair Plan to Road Ready | Article 22 of 28 | Put It Back Right: Reassembly Without Damaging the Finish
 > Automotive Refinish—From Repair Plan to Road Ready | Article 23 of 28 | Inspect It Before the Customer Does: Final Quality Control
 > Automotive Refinish—From Repair Plan to Road Ready | Article 24 of 28 | Deliver More Than Shine: Customer Handoff and Fresh-Paint Care
 > Automotive Refinish—From Repair Plan to Road Ready | Article 25 of 28 | Control the Waste Stream: Paint, Solvent, Filters, and Compliance
 > Automotive Refinish—From Repair Plan to Road Ready | Article 26 of 28 | Troubleshoot the Process: Find the Cause Before Repainting
 > Automotive Refinish—From Repair Plan to Road Ready | Article 27 of 28 | Make Quality Repeatable: Procedures, Training, and Team Accountability
 > Automotive Refinish—From Repair Plan to Road Ready | Article 28 of 28 | Road Ready Is Earned: Audit the Complete Refinish Process
 > Automotive Refinish—From Repair Plan to Road Ready | Final Assessment
 > Automotive Refinish—From Repair Plan to Road Ready | Certificate of Completion Request
 > Corrosion Protection for Industrial Coating Contractors - 00 Course Overview
 > Corrosion Protection for Industrial Coating Contractors - Article 01: Understanding Corrosion
 > Corrosion Protection for Industrial Coating Contractors - Article 02: Common Forms of Corrosion
 > Corrosion Protection for Industrial Coating Contractors - Article 03: Evaluating the Structure and Service Environment
 > Corrosion Protection for Industrial Coating Contractors - Article 04: Protective Coatings as the Primary Barrier
 > Corrosion Protection for Industrial Coating Contractors - Article 05: Selecting the Correct Coating System
 > Corrosion Protection for Industrial Coating Contractors - Article 06: Surface Cleanliness and Contaminant Testing
 > Corrosion Protection for Industrial Coating Contractors - Article 07: Abrasive Blasting and Surface-Preparation Standards
 > Corrosion Protection for Industrial Coating Contractors - Article 08: Surface Profile and Anchor Pattern
 > Corrosion Protection for Industrial Coating Contractors - Article 09: Environmental Conditions and Dew Point Control
 > Corrosion Protection for Industrial Coating Contractors - Article 10: Selecting Coating Systems for the Service Environment
 > Corrosion Protection for Industrial Coating Contractors - Article 11: Primers and Their Role in Corrosion Protection
 > Corrosion Protection for Industrial Coating Contractors - Article 12: Intermediate Coats, Finish Coats, and Stripe Coating
 > Corrosion Protection for Industrial Coating Contractors - Article 13: Coating Application Methods and Spray Technique
 > Corrosion Protection for Industrial Coating Contractors - Article 14: Coating Mixing, Thinning, Induction Time, and Pot Life
 > Corrosion Protection for Industrial Coating Contractors - Article 15: Wet Film and Dry Film Thickness Control
 > Corrosion Protection for Industrial Coating Contractors - Article 16: Holidays, Pinholes, and Discontinuity Testing
 > Corrosion Protection for Industrial Coating Contractors - Article 17: Coating Adhesion Testing and Failure Interpretation
 > Corrosion Protection for Industrial Coating Contractors - Article 18: Coating Defects and Failure Diagnosis
 > Corrosion Protection for Industrial Coating Contractors - Article 19: How Coatings and Cathodic Protection Work Together
 > Corrosion Protection for Industrial Coating Contractors - Article 20: Final Inspection, Repair Verification, and Project Documentation
 > Corrosion Protection for Industrial Coating Contractors - Final Assessment
 > Corrosion Protection for Industrial Coating Contractors - Final Certificate of Completion Request
 > Protective Linings for Industrial Coating Contractors | 00 - Course Overview
 > Protective Linings for Industrial Coating Contractors | Article 01 of 20 - Protective Linings: What They Are and Why They Fail
 > Protective Linings for Industrial Coating Contractors | Article 02 of 20 - Understanding the Lining Service Environment
 > Protective Linings for Industrial Coating Contractors | Article 04 of 20 - Selecting a Lining for the Material Being Contained
 > Protective Linings for Industrial Coating Contractors | Article 05 of 20 - Epoxy Linings and Where They Are Used
 > Protective Linings for Industrial Coating Contractors | Article 06 of 20 - Novolac Epoxy Linings for Severe Chemical Service
 > Protective Linings for Industrial Coating Contractors | Article 07 of 20 - Vinyl Ester and Polyester Lining Systems
 > Protective Linings for Industrial Coating Contractors | Article 08 of 20 - Polyurethane, Polyurea, and Elastomeric Linings
 > Protective Linings for Industrial Coating Contractors | Article 09 of 20 - Cementitious and Specialty Lining Systems
 > Protective Linings for Industrial Coating Contractors | Article 10 of 20 - Inspecting Steel and Concrete Before Lining Work Begins
 > Protective Linings for Industrial Coating Contractors | Article 11 of 20 - Preparing Steel for Protective-Lining Application
 > Protective Linings for Industrial Coating Contractors | Article 12 of 20 - Preparing Concrete for Protective Linings
 > Protective Linings for Industrial Coating Contractors | Article 13 of 20 - Moisture in Concrete: When a Lining Should Not Be Applied
 > Protective Linings for Industrial Coating Contractors | Article 14 of 20 - Environmental Conditions, Dew Point, and Condensation Control
 > Protective Linings for Industrial Coating Contractors | Article 15 of 20 - Mixing, Induction Time, Pot Life, and Material Temperature
 > Protective Linings for Industrial Coating Contractors | Article 16 of 20 - Applying High-Build and Plural-Component Linings
 > Protective Linings for Industrial Coating Contractors | Article 17 of 20 - Stripe Coating, Edges, Welds, Penetrations, and Difficult Areas
 > Protective Linings for Industrial Coating Contractors | Article 18 of 20 - Film Thickness, Recoat Windows, Curing, and Return to Service
 > Protective Linings for Industrial Coating Contractors | Article 19 of 20 - Inspecting Protective Linings
 > Protective Linings for Industrial Coating Contractors | Article 20 of 20 - Final Acceptance, Repairs, and Lining Maintenance
 > Protective Linings for Industrial Coating Contractors - Final Assessment
 > Protective Linings for Industrial Coating Contractors | Certificate of Completion Request
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | 00 - Course Overview
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 01 of 20 - Why Moisture Causes Coating and Flooring Fail
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 03 of 20 - Moisture Vapor Versus Hydrostatic Pressure
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 02 of 20 - How Moisture Moves Through Concrete
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 04 of 20 - Sources of Moisture in Concrete Slabs and Str
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 05 of 20 - Recognizing Moisture-Related Coating Failures
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 06 of 20 - Relative-Humidity Testing of Concrete Slabs
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 07 of 20 - Calcium-Chloride Moisture-Vapor-Emission Test
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 08 of 20 - Electronic Moisture Meters and Surface-Moistu
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 09 of 20 - Concrete pH and Alkalinity at the Bond Line
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 10 of 20 - Dew Point, Condensation, and Environmental Co
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 11 of 20 - Osmotic Blistering, Delamination, and Efflore
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 12 of 20 - When a Coating Should Not Be Applied
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 13 of 20 - Selecting a Moisture-Mitigation System
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 14 of 20 - Surface Preparation for Moisture-Mitigation M
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 15 of 20 - Applying Moisture-Mitigation Membranes
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 16 of 20 - Pinholes, Holidays, and Membrane Inspection
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 17 of 20 - Primers, Underlayments, Adhesives, and System
 > Moisture Vapor Management | 18 - Repairing Coating and Flooring Failures
 > Moisture Vapor Management | 19 - Documentation, Warranties, and Contractor Liability
 > Moisture Vapor Management | 20 - Complete Moisture-Management Plan
 > Moisture Vapor Management | Course Assessment
 > Moisture Vapor Management | Certificate Request
 > Commercial and Industrial Floor Coatings - Course Overview
 > Commercial and Industrial Floor Coatings | Article 01 of 24 | What Floor Coatings Must Do
 > Commercial and Industrial Floor Coatings | Article 02 of 24 | Defining the Service Environment
 > Commercial and Industrial Floor Coatings | Article 03 of 24 | Evaluating Existing Concrete and Previous Floors
 > Commercial and Industrial Floor Coatings | Article 04 of 24 | Concrete Moisture and Floor-Coating Failure
 > Commercial and Industrial Floor Coatings | Article 05 of 24 | Removing Oil, Grease and Chemical Contamination
 > Commercial and Industrial Floor Coatings | Article 06 of 24 | Mechanical Surface Preparation
 > Commercial and Industrial Floor Coatings | Article 07 of 24 | Concrete Surface Profile and Preparation Acceptance
 > Commercial and Industrial Floor Coatings | Article 08 of 24 | Repairing Cracks, Joints, Spalls and Damaged Concrete
 > Commercial and Industrial Floor Coatings | Article 09 of 24 | Primers, Patches, Underlayments and Moisture Mitigation
 > Commercial and Industrial Floor Coatings | Article 10 of 24 | Understanding Resinous Floor-Coating Chemistries
 > Commercial and Industrial Floor Coatings | Article 11 of 24 | Epoxy Floor-Coating Systems
 > Commercial and Industrial Floor Coatings | Article 12 of 24 | Polyurethane and Polyaspartic Floor Coatings
 > Commercial and Industrial Floor Coatings | Article 13 of 24 | Urethane-Cement Flooring for Heavy-Duty and Sanitary Service
 > Commercial and Industrial Floor Coatings | Article 14 of 24 | Methyl Methacrylate and Rapid-Return Flooring Systems
 > Commercial and Industrial Floor Coatings | Article 15 of 24 | Broadcast, Slurry, Mortar, and Self-Leveling Floor Systems
 > Commercial and Industrial Floor Coatings | Article 16 of 24 | Slip Resistance, Texture, Cleanability, and Appearance
 > Commercial and Industrial Floor Coatings | Article 17 of 24 | Coves, Drains, Penetrations, Edges, and Floor Transitions
 > Commercial and Industrial Floor Coatings | Article 18 of 24 | Mixing, Staging, Pot Life, and Installation Sequence
 > Commercial and Industrial Floor Coatings | Article 19 of 24 | Coverage, Film Thickness, Aggregate, and Material Control
 > Commercial and Industrial Floor Coatings | Article 20 of 24 | Environmental Conditions, Cure, Recoat Windows, and Return to Service
 > Commercial and Industrial Floor Coatings | Article 21 of 24 | Warehouse, Manufacturing, Vehicle and Aircraft-Hangar Floors
 > Commercial and Industrial Floor Coatings | Article 22 of 24 | Food, Beverage, Sanitary, Healthcare and Cleanroom Floors
 > Commercial and Industrial Floor Coatings | Article 23 of 24 | Inspection, Testing, Defects and Repairs
 > Commercial and Industrial Floor Coatings | Article 24 of 24 | Estimating, Documentation, Warranties, Maintenance and Final Acceptance
 > Commercial and Industrial Floor Coatings | Final Course Assessment
 > Commercial and Industrial Floor Coatings | Certificate of Completion Request
 > Commercial and Industrial Roof Coatings | 00 Certificate Program
 > Commercial and Industrial Roof Coatings | 01 of 25: What They Must Dand
 > Commercial and Industrial Roof Coatings | 02 of 25 | Coatings vs. Membranes
 > Commercial and Industrial Roof Coatings | 03 of 25 | Roof Assemblies and Substrates
 > Commercial and Industrial Roof Coatings | 04 of 25 | Reading the Specification
 > Commercial and Industrial Roof Coatings | 05 of 25 | Codes, Fire, Wind, and Energy
 > Commercial and Industrial Roof Coatings | 06 of 25 | New-Construction Readiness
 > Commercial and Industrial Roof Coatings | 07 of 25 | Restore or Replace
 > Commercial and Industrial Roof Coatings | 08 of 25 | Roof Moisture Surveys
 > Commercial and Industrial Roof Coatings | 09 of 25 | Drainage and Ponding Water
 > Commercial and Industrial Roof Coatings | 10 of 25 | Repairs Before Coating
 > Commercial and Industrial Roof Coatings | 11 of 25 | Cleaning and Contamination Removal
 > Commercial and Industrial Roof Coatings | 12 of 25 | Surface Preparation by Substrate
 > Commercial and Industrial Roof Coatings | 13 of 25 | Adhesion Testing
 > Commercial and Industrial Roof Coatings | 14 of 25 | Primers and Tie Coats
 > Commercial and Industrial Roof Coatings | 15 of 25 | Elastomeric Coatings
 > Commercial and Industrial Roof Coatings | 16 of 25 | Acrylic Systems
 > Commercial and Industrial Roof Coatings | 17 of 25 | Silicone Systems
 > Commercial and Industrial Roof Coatings | 18 of 25 | Polyurethane Systems
 > Commercial and Industrial Roof Coatings | 19 of 25 | PMMA Membranes
 > Commercial and Industrial Roof Coatings | 20 of 25 | Polyurea Membranes
 > Commercial and Industrial Roof Coatings | 21 of 25 | Spray Equipment
 > Commercial and Industrial Roof Coatings | 22 of 25 | Weather and Cure
 > Commercial and Industrial Roof Coatings | 23 of 25 | Inspection and Repairs
 > Commercial and Industrial Roof Coatings | 24 of 25 | Specifications and Warranties
 > Commercial and Industrial Roof Coatings | 25 of 25 | Technical Glossary
 > Commercial and Industrial Roof Coatings | Course Assessment
 > Commercial and Industrial Roof Coatings | Certificate Request
 > Professional Line Striping for Contractors | Course Overview
 > Professional Line Striping for Contractors | Article 01 of 24 | The Contractor’s Role
 > Professional Line Striping for Contractors | Article 02 of 24 | Plans, Specifications and Scope
 > Professional Line Striping for Contractors | Article 03 of 24 | Site Survey and Prejob Evaluation
 > Professional Line Striping for Contractors | Article 04 of 24 | MUTCD Marking Fundamentals
 > Professional Line Striping for Contractors | Article 05 of 24 | Accessible Parking Spaces
 > Professional Line Striping for Contractors | Article 06 of 24 | Fire Lanes and Restricted Areas
 > Professional Line Striping for Contractors | Article 07 of 24 | Parking-Lot Layout and Traffic Flow
 > Professional Line Striping for Contractors | Article 08 of 24 | Measuring and Layout Control
 > Professional Line Striping for Contractors | Article 09 of 24 | Pavement and Existing Markings
 > Professional Line Striping for Contractors | Article 10 of 24 | Surface Preparation and Marking Removal
 > Professional Line Striping for Contractors | Article 11 of 24 | Selecting Marking Materials
 > Professional Line Striping for Contractors | Article 12 of 24 | Marking Coating Chemistries
 > Professional Line Striping for Contractors | Article 13 of 24 | Glass Beads and Retroreflectivity
 > Professional Line Striping for Contractors | Article 14 of 24 | Striping Machines, Guns and Tips
 > Professional Line Striping for Contractors | Article 15 of 24 | Equipment Setup and Spray Control
 > Professional Line Striping for Contractors | Article 16 of 24 | Width, Thickness and Coverage
 > Professional Line Striping for Contractors | Article 17 of 24 | Stencils, Symbols and Arrows
 > Professional Line Striping for Contractors | Article 18 of 24 | Weather, Moisture, Drying and Cure
 > Professional Line Striping for Contractors | Article 19 of 24 | Work-Zone Traffic Control
 > Professional Line Striping for Contractors | Article 20 of 24 | Crew Positioning, Communication and PPE
 > Professional Line Striping for Contractors | Article 21 of 24 | Estimating Line Striping Work
 > Professional Line Striping for Contractors | Article 22 of 24 | Scheduling and Managing Crews
 > Professional Line Striping for Contractors | Article 23 of 24 | Inspection, Defects and Acceptance
 > Professional Line Striping for Contractors | Article 24 of 24 | Documentation, Maintenance and Growth
 > Professional Line Striping for Contractors | Course Assessment
 > Professional Line Striping for Contractors | Certificate Request
 > Academy Educational Standards and Editorial Policy
 > Secondary Containment Coating Systems | 00 Course Overview
 > Secondary Containment Coating Systems | Article 01 of 24 | Purpose and Responsibility
 > Secondary Containment Coating Systems | Article 02 of 24 | Defining the Service Environment
 > Secondary Containment Coating Systems | Article 03 of 24 | Chemical Exposure Variables
 > Secondary Containment Coating Systems | Article 04 of 24 | Concrete and Steel Structures
 > Secondary Containment Coating Systems | Article 06 of 24 | Concrete Moisture and Failure
 > Secondary Containment Coating Systems | Article 07 of 24 | Embedded Concrete Contamination
 > Secondary Containment Coating Systems | Article 08 of 24 | Mechanical Concrete Preparation
 > Secondary Containment Coating Systems | Article 09 of 24 | Steel Surface Preparation
 > Secondary Containment Coating Systems | Article 10 of 24 | Primers and Bonding Layers
 > Secondary Containment Coating Systems | Article 12 of 24 | Vinyl Ester Systems
 > Secondary Containment Coating Systems | Article 14 of 24 | Fiberglass-Reinforced Linings
 > Secondary Containment Coating Systems | Article 15 of 24 | Coves, Joints, Drains, and Penetrations
 > Secondary Containment Coating Systems | Article 16 of 24 | Mixing, Staging, and Pot Life
 > Secondary Containment Coating Systems | Article 17 of 24 | Application Methods and Equipment
 > Secondary Containment Coating Systems | Article 18 of 24 | Film Thickness and Continuity
 > Secondary Containment Coating Systems | Article 19 of 24 | Environmental Conditions and Cure
 > Secondary Containment Coating Systems | Article 20 of 24 | Inspection, Testing, and Final Acceptance
 > Secondary Containment Coating Systems | Article 21 of 24 | Defects, Failure Analysis, and Repairs
 > Secondary Containment Coating Systems | Article 22 of 24 | Spill Response and Return to Service
 > Secondary Containment Coating Systems | Article 23 of 24 | Inspection, Maintenance, and Service Life
 > Secondary Containment Coating Systems | Article 24 of 24 | Estimating and Contractor Responsibility
 > Secondary Containment Coating Systems | Course Assessment
 > Secondary Containment Coating Systems | Certificate of Completion Request
 > Portable Plural-Component Coating Systems | 00 Course Overview
 > Portable Plural-Component Systems | Article 01 of 24 | Understanding the System
 > Portable Plural-Component Systems | Article 02 of 24 | Ratios and Stoichiometry
 > Portable Plural-Component Systems | Article 03 of 24 | Pot Life and Cure
 > Portable Plural-Component Systems | Article 04 of 24 | Materials and Applications
 > Portable Plural-Component Systems | Article 05 of 24 | Reading the Documents
 > Portable Plural-Component Systems | Article 06 of 24 | How Proportioners Work
 > Portable Plural-Component Systems | Article 07 of 24 | Selecting a Proportioner
 > Portable Plural-Component Systems | Article 08 of 24 | Pails, Drums, Totes, and Feed Pumps
 > Portable Plural-Component Systems | Article 09 of 24 | Pumps and Ratio Control
 > Portable Plural-Component Systems | Article 10 of 24 | Material Conditioning
 > Portable Plural-Component Systems | Article 11 of 24 | Heating and Temperature Control
 > Portable Plural-Component Systems | Article 12 of 24 | Filters, Valves, Gauges, and Sensors
 > Portable Plural-Component Systems | Article 13 of 24 | Manifolds and Mixers
 > Portable Plural-Component Systems | Article 14 of 24 | Spray Guns, Tips, and Chambers
 > Portable Plural-Component Systems | Article 15 of 24 | Building a Mobile Rig
 > Portable Plural-Component Systems | Article 16 of 24 | Hoses and Connections
 > Portable Plural-Component Systems | Article 17 of 24 | Calibration and Ratio Testing
 > Portable Plural-Component Systems | Article 18 of 24 | Jobsite Setup and Startup
 > Portable Plural-Component Systems | Article 19 of 24 | Pressure and Spray Technique
 > Portable Plural-Component Systems | Article 20 of 24 | Film Thickness and Cure
 > Portable Plural-Component Systems | Article 21 of 24 | Correcting Off-Ratio Material
 > Portable Plural-Component Systems | Article 22 of 24 | Shutdown and Flushing
 > Portable Plural-Component Systems | Article 23 of 24 | Troubleshooting and Maintenance
 > Portable Plural-Component Systems | Article 24 of 24 | Final Acceptance
 > Portable Plural-Component Coating Systems | Course Assessment
 > Portable Plural-Component Systems | Certificate of Completion Request
 > 2K and 3K Coating Systems | 00 Course Overview
 > 2K and 3K Coating Systems | Article 01 of 24: Understanding Production Systems
 > 2K and 3K Coating Systems | Article 02 of 24: Reactive Coating Chemistries
 > 2K and 3K Coating Systems | Article 03 of 24: Components A, B, and C
 > 2K and 3K Coating Systems | Article 04 of 24: Mixing Ratios and Tolerances
 > 2K and 3K Coating Systems | Article 05 of 24: Viscosity and Temperature
 > 2K and 3K Coating Systems | Article 06 of 24: Material Supply Systems
 > 2K and 3K Coating Systems | Article 07 of 24: Metering and Dosing
 > 2K and 3K Coating Systems | Article 08 of 24: Static and Dynamic Mixing
 > 2K and 3K Coating Systems | Article 09 of 24: Pot Life and Mixed Volume
 > 2K and 3K Coating Systems | Article 10 of 24: Flushing and Color Change
 > 2K and 3K Coating Systems | Article 11 of 24: Pressure and Flow Control
 > 2K and 3K Coating Systems | Article 12 of 24: Applicators and Atomization
 > 2K and 3K Coating Systems | Article 13 of 24: Color Change and Multiple-Hardener System Design
 > 2K and 3K Coating Systems | Article 14 of 24: Pot Life and Production Interruptions
 > 2K and 3K Coating Systems | Article 15 of 24: Calibration and Ratio Verification
 > 2K and 3K Coating Systems | Article 16 of 24: Flow, Pressure, Alarms, and Interlocks
 > 2K and 3K Coating Systems | Article 17 of 24: Startup, Production, and Shutdown
 > 2K and 3K Coating Systems | Article 18 of 24: Solvent and Waste Reduction
 > 2K and 3K Coating Systems | Article 19 of 24: Containing Off-Ratio Material
 > 2K and 3K Coating Systems | Article 20 of 24: Troubleshooting Ratio, Flow, Pressure, and Mixing Problems
 > 2K and 3K Coating Systems | Article 21 of 24: Production Operating Procedures
 > 2K and 3K Coating Systems | Article 22 of 24: Worker and Facility Safety
 > 2K and 3K Coating Systems | Article 23 of 24: Quality Control and Traceability
 > 2K and 3K Coating Systems | Article 24 of 24: System Acceptance and Lifecycle Management
 > 2K and 3K Coating Systems for OEM Product Finishers | Course Assessment
 > 2K and 3K Coating Systems | Certificate of Completion Request
 > Water and Wastewater Protective Coating Systems | 00 Course Overview
 > Water & Wastewater Coatings | Article 01 of 24: What Protective Systems Must Do
 > Water & Wastewater Coatings | Article 02 of 24: Mapping the Treatment Process
 > Water & Wastewater Coatings | Article 03 of 24: Defining Exposure Zones
 > Water & Wastewater Coatings | Article 04 of 24: Reading Project Requirements
 > Water & Wastewater Coatings | Article 05 of 24: Potable-Water Certification
 > Water & Wastewater Coatings | Article 06 of 24: Hydrogen Sulfide Corrosion
 > Water & Wastewater Coatings | Article 07 of 24: Evaluating Existing Concrete
 > Water & Wastewater Coatings | Article 08 of 24: Evaluating Existing Steel
 > Water and Wastewater Protective Coating Systems | Article 09 of 24: Cleaning and Decontamination
 > Water and Wastewater Protective Coating Systems | Article 10 of 24: Concrete Repair and Surface Rebuilding
 > Water and Wastewater Protective Coating Systems | Article 11 of 24: Concrete Surface Preparation
 > Water and Wastewater Protective Coating Systems | Article 12 of 24: Steel Surface Preparation
 > Water and Wastewater Protective Coating Systems | Article 13 of 24: Moisture and Environmental Control
 > Water and Wastewater Protective Coating Systems | Article 14 of 24: Confined-Space Safety
 > Water and Wastewater Protective Coating Systems | Article 15 of 24: Selecting Lining Chemistries
 > Water and Wastewater Protective Coating Systems | Article 16 of 24: Potable-Water Infrastructure
 > Water and Wastewater Protective Coating Systems | Article 17 of 24: High-Build Wastewater Linings
 > Water and Wastewater Protective Coating Systems | Article 18 of 24: Resurfacers, Mortars, and Membranes
 > Water and Wastewater Protective Coating Systems | Article 19 of 24: Cracks, Joints, and Transitions
 > Water and Wastewater Protective Coating Systems | Article 20 of 24: Material Storage, Mixing, Plural-Component Equipment, and Application Planning
 > Water and Wastewater Protective Coating Systems | Article 21 of 24: Inspection, Testing, and Quality-Control Documentation
 > Water and Wastewater Protective Coating Systems | Article 22 of 24: Defects, Failure Analysis, and Coating Repairs
 > Water and Wastewater Protective Coating Systems | Article 24 of 24: Estimating, Closeout, Warranties, and Lifecycle Maintenance
 > Water and Wastewater Protective Coating Systems Course Assessment
 > Water and Wastewater Protective Coating Systems | Certificate of Completion Request
 > Industrial Waterproofing | 00 Course Overview
 > Industrial Waterproofing | Article 01 of 24: What Systems Must Do
 > Industrial Waterproofing | Article 02 of 24: How Water Moves
 > Industrial Waterproofing | Article 03 of 24: Positive, Blind, and Negative Side
 > Industrial Waterproofing | Article 04 of 24: Define the Service Conditions
 > Industrial Waterproofing | Article 05 of 24: Reading Project Documents
 > Industrial Waterproofing | Article 06 of 24: Evaluating Concrete
 > Industrial Waterproofing | Article 07 of 24: Moisture and Hydrostatic Pressure
 > Industrial Waterproofing | Article 08 of 24: Concrete Surface Preparation
 > Industrial Waterproofing | Article 09 of 24: Cracks, Joints, and Penetrations
 > Industrial Waterproofing | Article 10 of 24: Primers and Bonding Layers
 > Industrial Waterproofing | Article 11 of 24: Membrane Chemistries
 > Industrial Waterproofing | Article 12 of 24: Storage, Mixing, and Proportioning
 > Industrial Waterproofing | Article 13 of 24: Membrane Application Methods
 > Industrial Waterproofing | Article 14 of 24: Thickness and Coverage Control
 > Industrial Waterproofing | Article 15 of 24: Cure and Recoat Windows
 > Industrial Waterproofing | Article 16 of 24: Below-Grade Structures
 > Industrial Waterproofing | Article 17 of 24: Plaza Decks and Podiums
 > Industrial Waterproofing | Article 18 of 24: Vaults and Utility Structures
 > Industrial Waterproofing | Article 19 of 24: Protection and Drainage
 > Industrial Waterproofing | Article 20 of 24: Inspection and Leak Detection
 > Industrial Waterproofing | Article 21 of 24: Defects and Repairs
 > Industrial Waterproofing | Article 22 of 24: Existing-System Rehabilitation
 > Industrial Waterproofing | Article 23 of 24: Estimating and Documentation
 > Industrial Waterproofing | Article 24 of 24: Acceptance and Maintenance
 > Industrial Waterproofing | Course Assessment
 > Industrial Waterproofing | Certificate of Completion Request
 > Masking and Surface Protection for Finishing Shops and Process Lines | 00: Course Overview
 > Masking and Surface Protection for Finishing Shops and Process Lines | Article 01 of 18: Masking Requirements: What Must Remain Uncoated—and Why
 > Masking and Surface Protection for Finishing Shops and Process Lines | Article 02 of 18: From Drawing or Repair Plan to Masking Instructions
 > Masking and Surface Protection for Finishing Shops and Process Lines | Article 03 of 18: Surface Condition, Compatibility, and Material Selection
 > Masking and Surface Protection for Finishing Shops and Process Lines | Article 04 of 18: Masking Tapes: General Purpose, Fine-Line, and Specialty Appl
 > Masking and Surface Protection for Finishing Shops and Process Lines | Article 05 of 18: Masking Papers, Plastic Films, and Overspray Sheeting
 > Masking and Surface Protection for Finishing Shops and Process Lines | Article 06 of 18: Caps, Plugs, and Sleeves: Protecting Part Features
 > Masking and Surface Protection for Finishing Shops and Process Lines | Article 07 of 18: Custom Masks, Die-Cuts, and Reusable Shields
 > Masking and Surface Protection for Finishing Shops and Process Lines | Article 08 of 18: Application Techniques: Edges, Seams, Curves, and Openings
 > Masking and Surface Protection for Finishing Shops and Process Lines | Article 09 of 18: Critical Features: Threads, Bores, Mating Faces, and Contact
 > Masking and Surface Protection for Finishing Shops and Process Lines | Article 10 of 18: Racks, Hooks, and Fixtures: Coordinating Support and Protecti
 > Masking and Surface Protection for Finishing Shops and Process Lines | Article 11 of 18: Masking for Liquid Coating Processes
 > Masking and Surface Protection for Finishing Shops and Process Lines | Article 12 of 18: Masking for Powder Coating and Oven-Cured Finishes
 > Masking and Surface Protection for Finishing Shops and Process Lines | Article 13 of 18: Masking Through Cleaning, Pretreatment, and Multistage Proces
 > Masking and Surface Protection for Finishing Shops and Process Lines | Article 14 of 18: Automotive Refinish: Vehicle Protection and Masking Through t
 > Masking and Surface Protection for Finishing Shops and Process Lines | Article 15 of 18: Job Shops: Managing Varied Parts, Short Runs, and Repeat Orde
 > Masking and Surface Protection for Finishing Shops and Process Lines | Article 16 of 18: OEM Process Lines: Standardizing Masking and Inspection
 > Masking and Surface Protection for Finishing Shops and Process Lines | Article 17 of 18: Troubleshooting Masking Failures
 > Masking and Surface Protection for Finishing Shops and Process Lines | Article 18 of 18: Mask Removal, Final Acceptance, and Process Improvement
 > Masking and Surface Protection for Finishing Shops and Process Lines | 19: Course Assessment
 > Masking and Surface Protection for Finishing Shops and Process Lines | 20: Certificate of Completion Request