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Commercial and Industrial Roof Coatings | 07 of 25 | Restore or Replace
Last Updated: 09/21/2026
Commercial and Industrial Roof Coatings Certificate Program

AirSprayTech Academy Certificate Program

Commercial and Industrial Roof Coatings | Article 07 of 25

Existing-Roof Evaluation: Restore or Replace

Roof restoration is not simply the application of coating to an old roof. It is a technical and contracting decision based on assembly identification, moisture condition, attachment, drainage, surface integrity, compatibility, repairability, code requirements, and the owner's performance objectives.

The First Question Is Not “Which Coating?”

The first question is whether the existing roof is a technically suitable candidate for restoration. Coating selection comes later. A liquid-applied system can protect and extend the service life of a sound, repairable roof, but it cannot make saturated insulation dry, restore a corroded structural deck, secure an unstable assembly, create missing drainage, or make incompatible materials compatible.

A responsible evaluation can lead to one of three recommendations:

  1. Restore: The roof is fundamentally serviceable and can receive the specified system after defined repairs and preparation.
  2. Selective replacement followed by restoration: Wet, damaged, detached, or failed areas can be removed and rebuilt while the remaining assembly is suitable to retain.
  3. Replace: The extent or type of deterioration, moisture, attachment deficiency, design problem, or incompatibility makes coating an inappropriate solution.

Begin with Records—Then Verify the Roof

Available records can narrow the investigation, but they do not replace field verification. Obtain original drawings, reroofing records, prior repair invoices, warranty documents, leak logs, moisture surveys, maintenance records, code information, and previous coating product data.

Interview facility personnel. Ask when leaks occur, where water appears, whether leaks are associated with wind-driven rain or mechanical equipment, and which repairs have been repeated. Interior water staining is valuable evidence, but the point where water appears inside may be far from the entry point.

Build an Existing-Roof Assembly Record

  • Deck type and observable condition
  • Vapor retarder or air-control layers, when present
  • Insulation types, thicknesses, layers, and attachment
  • Cover board and attachment
  • Existing membrane or foam type
  • Previous coatings, primers, mastics, fabrics, and repairs
  • Roof age, warranty status, and known alterations

Conduct a Systematic Visual Survey

Inspect the entire roof in an organized grid or roof-area sequence. Mark observations on a roof plan and support them with dated photographs. Do not document only the obvious leak area; many restoration failures begin at perimeters, penetrations, transitions, or concealed wet zones away from reported leaks.

Field of the Roof

  • Splits, cracks, punctures, blisters, ridges, wrinkles, and open laps
  • Surface erosion, chalking, crazing, exposed reinforcement, or granule loss
  • Soft areas, crushing, deflection, or movement under foot
  • Existing coating adhesion, thickness, wear, peeling, and incompatibility
  • Biological growth, dirt, grease, oils, exhaust deposits, and chemical fallout

Details and Boundaries

  • Perimeters, parapets, copings, edges, terminations, and counterflashings
  • Drains, scuppers, gutters, overflows, and evidence of ponding
  • Curbs, pipes, pitch pans, ducts, supports, joints, and changes in plane
  • Metal corrosion, loose fasteners, displaced panels, failed seams, and open closures
  • Unapproved penetrations, abandoned equipment, and repeated temporary repairs

Identify the Existing Membrane Correctly

A white roof is not automatically TPO, PVC, or acrylic-coated. A black roof is not automatically EPDM or asphalt. Incorrect identification can lead to the wrong cleaner, primer, sealant, reinforcement, or coating chemistry.

Determine the membrane or substrate using records, manufacturer markings, seam construction, surface characteristics, controlled sampling, and qualified technical evaluation. Distinguish among single-ply membranes, built-up roofing, polymer-modified bitumen, spray polyurethane foam, metal panels, concrete, and existing liquid-applied systems. Identify previous repair materials as well as the original roof.

When the substrate cannot be positively identified, stop and obtain manufacturer or laboratory assistance. A passing spot-adhesion test is useful, but it does not by itself establish long-term chemical compatibility or system eligibility.

Find Trapped Moisture Before It Is Encapsulated

A coating may slow outward drying and can conceal the symptoms of wet insulation. The roof must therefore be evaluated for moisture before restoration areas and repair quantities are finalized.

Roof moisture surveys may use infrared thermography, nuclear hydrogen detection, or nondestructive electrical impedance scanning. Each method responds to different physical properties and has limitations based on roof construction, surfacing, weather, deck type, insulation, ballast, and site conditions. The survey method must be appropriate for the assembly and performed by qualified personnel.

Nondestructive findings identify anomalies—not automatically wet materials. Confirm representative suspect and nonsuspect locations using test cuts, cores, probes, or other approved destructive verification. Record the components, moisture condition, adhesion, thickness, and deck observations at every opening, then repair each opening with a compatible detail.

Never Use an Arbitrary Wet-Roof Percentage

There is no universal rule stating that every roof below one percentage may be coated and every roof above it must be replaced. Decisions depend on the location and continuity of wet areas, insulation type, deck condition, attachment, vapor drive, repair feasibility, code, warranty criteria, system manufacturer requirements, and project economics.

Evaluate Attachment and Structural Condition

Restoration depends on the existing roof remaining securely attached. Look for membrane billowing, loose fasteners, backed-out screws, corroded fasteners, detached insulation, deteriorated adhesives, loose perimeter metal, panel movement, and deck corrosion or decay.

Wind-uplift resistance is an assembly property. Adding coating does not automatically improve the uplift capacity of the deck, fasteners, insulation, membrane, perimeter, or edge metal. When attachment is uncertain or project requirements demand it, obtain evaluation by the appropriate design professional and conduct specified uplift, pullout, or other testing.

Areas with unsafe deck conditions, significant corrosion, decayed wood, fractured concrete, or suspected structural distress require evaluation by a qualified structural professional. A roof coater should not represent a coating as a structural repair.

Drainage Can Decide the Project

Map drains, scuppers, crickets, saddles, valleys, low areas, overflow paths, and persistent ponding. Determine whether drainage components are blocked, undersized, elevated above the roof surface, poorly located, or affected by deck deflection.

Some roof coatings tolerate intermittent ponding better than others, but a product's stated ponding-water tolerance does not correct inadequate drainage. Verify the manufacturer's current limitations and warranty language. Structural slope or drainage deficiencies may require tapered insulation, drain modification, deck correction, or redesign rather than a change in coating chemistry.

Determine Whether the Roof Is Repairable

A restoration candidate must have details that can be brought into conformance with a complete, manufacturer-approved system. Develop the repair scope before pricing the coating—not after washing begins.

  • Remove and replace wet insulation, damaged cover board, failed membrane, and deteriorated deck as specified.
  • Correct open seams, splits, punctures, loose flashings, deteriorated foam, failed fasteners, and corrosion.
  • Rebuild penetrations, curbs, pitch pans, transitions, drains, perimeters, and terminations that cannot receive a durable detail.
  • Remove incompatible repair materials and abandoned patches where the new system cannot bond reliably.
  • Correct contamination sources, condensate discharge, grease exhaust, chemical exposure, and leaking rooftop equipment.

If the repair scope becomes so extensive that little reliable roof remains, replacement may provide the more defensible and economical result.

Confirm Surface Compatibility and Adhesion

After the roof has been identified and preliminary repairs defined, perform manufacturer-required cleaning, primer trials, and adhesion test patches on representative conditions. Include weathered and repaired areas, different membrane lots or ages, previous coatings, field seams, metal flashings, and areas exposed to contaminants.

Record preparation, cleaner, rinse method, primer, coating batch, application rate, ambient and surface conditions, cure time, test method, failure mode, and result. A cohesive failure within a weak existing coating or degraded membrane can be unacceptable even when the new coating remains attached to the failed layer.

Article 13 addresses adhesion testing, test patches, and pull testing in detail.

Restore-or-Replace Decision Matrix

Condition Restoration May Be Appropriate Replacement or Major Reconstruction Is Indicated
Moisture Localized, clearly mapped wet areas can be removed and rebuilt. Moisture is widespread, poorly defined, recurring, or tied to unresolved vapor or condensation problems.
Attachment Assembly is secure, or limited deficiencies can be corrected and verified. Roof, insulation, deck, perimeter, or edge attachment is broadly unreliable.
Deck Deck is serviceable with limited, identifiable repairs. Significant corrosion, decay, fracture, deflection, or structural uncertainty exists.
Drainage Drainage is functional or can be corrected within the restoration scope. Fundamental slope, deflection, or drainage design problems remain unresolved.
Surface Substrate can be cleaned, repaired, prepared, primed, and proven compatible. Surface is extensively degraded, contaminated, unstable, or incompatible with an approved system.
Details Perimeters, penetrations, joints, and transitions can receive durable approved details. Critical details cannot be reconstructed without dismantling most of the roof.
Compliance Proposed assembly can meet applicable code, listing, energy, fire, uplift, and warranty requirements. Restoration cannot meet controlling project or regulatory requirements.
Service life Expected service life and maintenance plan justify the investment. Repair cost and risk approach replacement while delivering substantially less value.

Conditions That Should Stop a Coating Proposal

  • The roof assembly has not been identified.
  • No credible investigation has been made for trapped moisture.
  • Widespread wet insulation or moisture-damaged materials will remain in place.
  • The deck or attachment is unsafe, deteriorated, or unverified.
  • Active leaks originate from walls, equipment, piping, condensation, or other sources that coating the roof cannot correct.
  • Drainage defects or persistent ponding remain unresolved and conflict with system requirements.
  • The existing surface is incompatible, unstable, or unable to pass the required adhesion evaluation.
  • The proposed system lacks the required code approvals, listings, manufacturer acceptance, or warranty eligibility.
  • The owner expects coating alone to replace necessary repairs.

Document the Recommendation

A professional condition report should include the roof plan, assembly description, survey conditions, photographs, observed defects, moisture-survey results, destructive verification, test-patch results, repair quantities, exclusions, unresolved questions, and the basis for recommending restoration, selective replacement, or complete replacement.

State what was and was not inspected. Identify concealed conditions and assumptions. If quantities may change after tear-out begins, establish unit prices and change-order procedures before work starts. The proposal should distinguish roof repairs, surface preparation, liquid-applied membrane installation, owner maintenance, and work by other trades.

Technical References

Application rule: The current project specification, approved roof-system manufacturer's technical data, tested details, safety data sheets, code requirements, listings, and written warranty requirements control the work. Industry references and manufacturer examples are educational resources, not product endorsements.

Return to Course Overview

Next: Article 08 of 25—Roof Moisture Surveys and Trapped Moisture



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 > 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 | 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
 > Roof Coatings Certificate of Completion 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