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Commercial and Industrial Roof Coatings | 11 of 25 | Cleaning and Contamination Removal
Last Updated: 09/21/2026
Commercial and Industrial Roof Coatings Certificate Program

AirSprayTech Academy Certificate Program

Commercial and Industrial Roof Coatings | Article 11 of 25

Cleaning and Contamination Removal

A roof can look clean and still be unfit for coating. Dust, chalk, oil, grease exhaust, biological growth, salts, release agents, asphalt residue, silicone, soap, and poorly rinsed cleaner can all form invisible bond breakers. Cleaning is complete only when the specified surface condition has been verified.

Cleaning Is Surface Preparation

Cleaning is not a cosmetic step performed immediately before spraying. It is a planned surface-preparation operation that must remove material capable of weakening adhesion without damaging the existing roof.

The correct process depends on the identified roof substrate, contamination, coating system, environmental requirements, and manufacturer's written instructions. Pressure washing alone is not a universal cleaning specification.

Identify Contamination Before Selecting a Cleaner

Contamination Common Sources Why It Matters
Loose dirt and dust Wind, construction, nearby roads, and unprotected storage Coating bonds to the dirt instead of the roof.
Chalk and oxidation Weathered coatings, painted metal, and aged polymers The weak powdery layer can separate under the new system.
Oil and grease Kitchen exhaust, machinery, hydraulic leaks, and service traffic Hydrophobic residue can prevent wetting and adhesion.
Biological growth Persistent moisture, shade, organic debris, and poor drainage Roots, films, and retained moisture interfere with adhesion and may indicate drainage defects.
Salts Coastal exposure, cooling towers, deicing, and industrial fallout Soluble salts can draw moisture, promote corrosion, and contribute to blistering.
Silicone or release agents Old sealants, spray lubricants, maintenance products, and manufacturing residue Many coatings will not adhere reliably without specific removal or an approved tie-coat procedure.
Asphaltic residue BUR, modified bitumen, plastic cement, and old repairs It may soften, bleed, stain, or interfere chemically with the new system.
Cleaning residue Soap, detergent, degreaser, bleach, solvent, and dirty rinse water A cleaner left on the roof becomes a new contaminant.

Begin with Dry Removal

Remove loose debris before introducing water. Sweep, vacuum, scrape with approved non-damaging tools, and collect leaves, stones, loose granules, fasteners, metal filings, abandoned materials, dirt accumulations, and biological debris.

Dry removal reduces the amount of contaminated wash water and prevents debris from entering drains. Protect drain openings during cleaning without defeating emergency drainage or creating a flooding hazard.

Select the Least Aggressive Effective Method

Start with a small representative test area. Confirm that the cleaner and equipment remove the contamination without softening, swelling, etching, delaminating, discoloring, or puncturing the substrate.

  1. Hand cleaning: Sponge, mop, soft-bristle brush, or approved pad for small or sensitive areas.
  2. Detergent cleaning: Manufacturer-approved cleaner at the stated dilution, dwell time, agitation, and rinse procedure.
  3. Pressure washing: Controlled pressure, nozzle, distance, angle, and travel speed suitable for the substrate.
  4. Specialized degreasing or solvent cleaning: Used only when compatible, authorized, ventilated, and managed under applicable safety and environmental rules.
  5. Mechanical preparation: Abrasion, grinding, scarifying, or other methods only when required for the substrate and approved system.

Pressure Washing Can Damage a Roof

Excessive pressure can cut membranes, erode foam, lift seams, drive water into laps or insulation, damage coatings, strip protective surfacing, and force water into the building. Pressure at the pump does not describe the actual force at the roof; nozzle type, flow, distance, angle, and operator technique all matter.

Sika Technical Bulletin 17-03 recommends lower pressure for membrane maintenance cleaning, a wide-dispersal nozzle, a consistent wand distance, and directing spray from the field sheet over the overlap rather than against the lap edge. Those instructions apply to the identified Sika membranes addressed by that bulletin. Other substrates and coating projects must follow their own current system requirements.

  • Never use a zero-degree cutting nozzle on a roofing membrane.
  • Do not direct water upward into laps, flashings, curbs, vents, or wall transitions.
  • Reduce force at aged, brittle, eroded, patched, or poorly adhered areas.
  • Stop immediately if washing exposes foam, reinforcement, loose facer, or unstable substrate.
  • Repair water-entry damage and allow the assembly to dry before proceeding.

Oil, Grease, and Process Contamination

Kitchen exhaust, manufacturing emissions, hydraulic oil, compressor discharge, vehicle service, and maintenance spills may create contamination well beyond the visible stain. Determine the source and stop it before cleaning.

Use an approved degreaser and repeated wash-rinse cycles where required. Aggressive solvents can spread oil, soften roofing, create fire and exposure hazards, and leave residue.

AMPP SSPC-SP 1, Solvent Cleaning, is a recognized standard for removing visible oil, grease, soil, drawing and cutting compounds, and other soluble contaminants from metal before further preparation. It does not authorize an arbitrary solvent on nonmetal roofing.

If contamination has penetrated membrane, foam, insulation, facer, concrete, or a porous repair, removal and replacement may be more reliable than continued surface washing.

Biological Growth

Algae, mold-like growth, lichen, vegetation, and organic films require removal without damaging the roof. Correct the conditions supporting growth, including trapped debris, shade, leaking equipment, and persistent water.

Use only a treatment approved for the substrate and coating system. Protect workers, occupants, air intakes, metals, landscaping, and receiving water. A bleach solution permitted by one membrane manufacturer should not be assumed safe or effective for every roof material.

Chalk, Oxidation, and Weak Surface Layers

Weathered coatings and painted metal can develop a powdery surface. Washing may remove loose chalk but leave a weak boundary layer. After cleaning and drying, wipe or rub the surface with a clean contrasting cloth and inspect for transferable residue.

If chalk remains, repeat cleaning or use the specified mechanical preparation and stabilizing primer. Primer should not be used to glue down dirt or rescue an unsound coating unless the system manufacturer has evaluated the condition and provided written instructions.

Soluble Salts and Industrial Fallout

Coastal salt, cooling-tower drift, fertilizer, combustion residue, and industrial emissions may be water-soluble yet invisible after drying. Their presence can contribute to underfilm corrosion, osmotic blistering, and loss of adhesion.

Where exposure suggests a risk, the specification should identify the sampling method, locations, frequency, units, and acceptance limits. Do not invent a universal salt limit for every roof chemistry. Use the coating manufacturer's criteria or project-specific direction from the qualified designer.

Silicone Contamination Requires Special Attention

Silicone sealants, overspray, lubricants, and existing silicone coatings can create severe adhesion problems. Silicone may be difficult to see, and residue can spread during wiping or washing.

Identify the material, remove unsound silicone and contamination using the approved procedure, and use only a coating or primer specifically accepted for the remaining surface. Adhesion testing should represent the cleaned silicone-affected area. Do not assume that a strong coating will adhere to unidentified silicone residue.

Rinsing Is Part of Cleaning

Detergent, degreaser, bleach, emulsified oil, loosened chalk, and dirty rinse water must be removed. Work from high areas toward drains while preventing cleaned areas from being recontaminated.

Continue rinsing until the surface and runoff meet the approved acceptance procedure. Depending on the system, verification may include visual clarity, absence of foam, clean-cloth wiping, pH comparison, water-break observation, conductivity, salt testing, or another specified method.

Wastewater and Environmental Control

Roof wash water may carry sediment, oils, metals, cleaning chemicals, biological material, paint or coating debris, and other pollutants. A roof drain often discharges to a storm sewer or directly to the environment—not to a wastewater-treatment system.

  • Identify every drain and discharge point before washing.
  • Determine federal, state, local, owner, and site permit requirements.
  • Use approved drain protection, filtration, containment, vacuum recovery, or collection methods.
  • Do not discharge contaminated wash water to a storm drain merely because the cleaner is labeled biodegradable.
  • Characterize, transport, and dispose of recovered liquids and solids as required.
  • Protect landscaping, vehicles, walls, pedestrians, neighboring property, and occupied areas.

EPA's NPDES stormwater information explains that runoff can collect chemicals, oils, dirt, and other pollutants and that regulated operators may require permits and best management practices. Local requirements may be more specific.

Drying After Cleaning

A surface that looks dry may retain water in seams, fastener cups, reinforcement, porous concrete, granulated membranes, foam cells, facer edges, cracks, and low areas. Allow sufficient drying time for the substrate and weather conditions.

Verify dryness using the manufacturer-approved procedure. Reinspect after overnight dew, fog, rain, condensate discharge, or temperature changes. Never apply primer or coating over frost, condensation, visible moisture, or moisture exceeding the specified limit.

Cleanliness Acceptance Hold Point

  1. The roof substrate and all prior repair materials have been positively identified.
  2. Contaminant sources have been stopped or controlled.
  3. Loose debris, dirt, chalk, oil, grease, biological growth, salts, and incompatible residue have been removed to the specified condition.
  4. Seams, flashings, coating, foam, and other roofing components were not damaged during cleaning.
  5. Cleaning agents and loosened contamination have been completely rinsed or removed.
  6. Wastewater and debris were contained and disposed of properly.
  7. The substrate is dry and within the specified moisture limit.
  8. Previously cleaned areas have not been recontaminated by traffic, equipment, exhaust, dust, or runoff.
  9. Representative adhesion testing or primer trials are ready to proceed.

Cleaning Practices That Should Be Rejected

  • Pressure washing without identifying the substrate or testing the method
  • Using maximum pressure to make cleaning faster
  • Washing directly against membrane seams and flashing edges
  • Applying coating over cleaner, soap foam, chalk, or dirty rinse residue
  • Spreading grease across a larger area with an incompatible solvent
  • Assuming rain will provide the final rinse
  • Allowing wash water to enter storm drains without an approved control plan
  • Coating while seams, porous materials, or low areas remain wet
  • Using primer as a substitute for adequate cleaning

Technical References

Application rule: Follow the current project specification, roof-system manufacturer's cleaning and preparation instructions, product data sheets, safety data sheets, environmental permits, and locally applicable discharge requirements. Named products and manufacturers are educational examples, not endorsements.

Return to Course Overview

Next: Article 12 of 25—Surface Preparation by Roof Substrate



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 > 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 | 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