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HomeMy WebLinkAboutApplication APPLICANT 8/28/2020,'City of Springfield Development & Public Works 225 Fifth Street Springfield, OR 97477 Drinking Water Protection Overlay District Development Reqinred Project information (Applicant: complete this section) Applicant Name: Phone .T Company: 1 ��% l t L f 9r-, $ Fax: - TO Address: h 1. P Fl6z= OR' Li Applicant's Rep.: S i p. PJ '1.c Phone,4 Q - Og Company: U t Lt- t A -f'-, Fax: `I`I O 9'4 6.434 ` Address: t-LA-A,eDA aDR. Lft4t36 Property Owner: tk/A 1. Phone 5 -74U- fit44j Company: Croaavaads Lefv,4trUnc LUC Fax: Address: {0 13c1+1ivt lZbnd �>i� 202 h ud a 9 1+1 l ASSESSOR'S MAP NO: -63-22-20 TAX LOT 0 �p� Property Address: 33wt vGc# aLd (AL } Size of Property: 6(suq- Acres Square Feet Zoning; Existing Use: Description of if you are Wilms In this form by hand, please attach your proposal description to this application. Proposal: p S07, Su=F-T Si natures: Please si n allLLUrint your name and date in the ago ro riate box on the next nl PropertyRequired Associated Cases: Case No.: Date: Reviewed b : Application Fee: Technical Fee: Postage Fee: 0 TOTAL FEES: PROJECT NUMBER: Revised 1/15/09 ddk 1 M S Signatures The undeSaipnetl acknow'ed9§;Aat the Information in this application Is correct and accurate. Signature Cresarea s Center One, LLC an Oregon Limited Uability Company Print By Sycan B Com,, an Oregon corporation its Managing Member By Richard D. Boyles its President Date: R.ised t/15/09 dick 201's SHERMN IMUMMS. July 1, 2020 City of Springfield Development & Public Works 225 Fifth St. Springfield, Or. 97477 RE: The Sherwin-WIliams Co. 3306 Gateway St. Springfield, Or. 97477 Dear Amy, Please be advised all parts of our store are intended as M -Mercantile use as defined in the latest adopted edition of the International Building & Fire Codes (IBC & IFC). Our occupancy is retail and wholesale sales and storage of paint coatings, decorative finishes and associated products. All paint and coatings products are pre -manufactured and shipped in sealed containers from pint to 5 -gallon sizes. All containers conform to U.S.D.O.T. requirements. The opening inventory may include up to 600 gallons of IB and IC flammable liquids, and 1,000 gallons of Class II combustible liquids. There may also be up to 5,000 gallons latex (non-combustible coatings) with no flash point. Exact quantities and products will vary from day to day. There will be one control area with approximately 75% of inventory in Staging (Wholesale Sales Area). An amount of 1,600 gallons of Class IB, IC, II and IIIA are allowed in each non sprinklered control area. (See IBC 2015 309.1, 414.2.5(2) & 2015 IFC table 5704.3.4.1). All material will be stocked in accordance with the requirements for mercantile use and the latest adopted edition of the IFC. le.. 2015 IFC table 5704.3.6.3(1) and 2015 IFC table 5704.3.4.1. Products will be sold from flats, 4' or 7' shelves or 9' or 10' racks. There is no high piled stock. We do not receive or dispense in bulk. All shaking or agitation is in closed equipment with sealed containers. MSDS sheets available on written request from a duly authorized jurisdiction. Please call me at (440) 846-4105 if I can be of further service Very truly yours, THE SHERWIN-WILLIAMS COMPANY Sean Kochtanek Project Engineer Sean. kochtan ek0 sherwi n. com cc: Project File M:\REALESTA\DWGS\WORK\E20_FQ,ES\E20009\A,6iv D.cMlnk BC -IFC Spngfidd Md.c work„o�.er�avrre The Sherwin-Williams Company Emergency Response Contingency Plan Store #72-7643 3306 Gateway St. Springfield, Or. 97477 rev. 03/28/18 Page 1 workxomawayrra.re� TABLE OF CONTENTS Emergency Response Policy ...................... Emergency Coordinator Responsibilities Emergency Evacuation ............................... Evacuation Notification Exitways Exitway Maintenance Evacuation Accountability Evacuation Fire Response Fire Safety Preparedness Evacuation Route Fire Extinguishing Equipment Fire Evacuation NaturalDisasters....................................................................................................................... Natural Disaster Preparedness Natural Disaster Response Natural Disaster Follow -Up Hazardous Material and Waste Spill Response..................................................................... Spill Preparedness Spill Discovery Spill Clean -Up Procedures Spill Response Rules Spill Decontamination SpillWaste Disposal Spill Clean -Up FoRow-Up MedicalEmergency.................................................................................................................... Emergency Response Contacts................................................................................................ Evacuations Fires Spills Medical Emergencies Government Inspections Regulatory Assistance Public Relations Issues Inspections, Investigations, and Notices SpillQ & A.................................................................................................................................... EmergencyEquipment.............................................................................................................. Emergency Response Appendix.............................................................................................. Bloodbourne Pathogens Emergency Exits Fire Extinguisher Use Fire Extinguisher Use Part 2 First Aid First Aid Kit State Specific Requirements For Spill Reporting Figure 1 - Evacuation Route............................................................................................... 19 Figure 2 - Spill Notification Contact Numbers................................................................. 20 Figure 3 - HMIS Summary and Inventory Pages Figure 4 - Hazardous Materials Containment Plan 13 13 16 17 18 rev. 03/28/18 Page 2 Sherwin-Williams Store #72-7643 Street Address 3306 Gateway St. City Springfield State Or. Zip 97477 THE SHERWIN-WILLIAMS COMPANY EMERGENCY RESPONSE POLICY 1. It is the policy of the Sherwin-Williams Company to provide a work environment free of recognized safety and health hazards This includes ensuring that employees are fully trained in how to react in potential emergency situations. 2. Sherwin-Williams will conduct emergency operations without endangering the safety and health of employees, customers, or the public. 3. The Paint Stores Group Health & Safety Program commits the necessary resources to respond to workplace emergencies and to employee concerns over safety or health related issues. 4. All employees are required to adhere to these requirements stated in this Chapter. S. The key to the success of this Emergency Response Plan is preparedness: * having the right emergency equipment and supplies, ready for use, and stored in a designated, readily accessible spot; and * having every employee trained to react in a proper manner in each particular emergency situation. In any emergency situation, the priorities of concerns are to protect the people fust, the environment second, and material assets last. This Plan covers five types of emergencies * Emergency Evacuation (29 CFR 1910.38): * Fire Response (29 CFR 1910.38 & Subpart I) * Tornado, Earthquake and Other Natural Disasters (29 CFR 1910.38); * Hazardous Material & Waste Spill Response (29 CFR 1910.38, 120 & 40 CFR 265); and * Medical Emergency (29 CFR 1910.38 & Subpart K). All blank lines in the Emergency Response Plan must be completely filled out with the information requested. EMERGENCY COORDINATOR The Emergency Coordinator is the Store Manager. The Assistant Manager or Operations Manager is the Alternate Emergency Coordinator. At least one of the employees below is available at all times [either at the store or on-call] to coordinate emergency response measures in the event of a fire, hazardous materials spill, a hazardous waste incident, or other emergency. NAME TITLE MU NUMBER HOMENUMBER HOMEADDRESS TBD EC (STORE MGR) TBD AC (AST MGR) rev. 03/28/18 Page 3 1. The Emergency Coordinator shall report any discharge of hazardous waste or discharge of any material which, when discharged, becomes a hazardous waste that poses a threat to human health or the environment into storm or sanitary sewers, onto the land or into the air, groundwater or surface waters. a. Each state has its own spill reporting standards which may be more stringent than the federal standards. Please check with your state for State Specific Requirements for SIA Reporting and who MUST be contacted in the event of a Hazardous Materials Spill. 2. The Emergency Coordinator is responsible for controlling the activities at the emergency scene until professional help arrives, consulting with fire and police personnel regarding the emergency, contacting the family of any injured person, and notifying the appropriate company management personnel regarding the incident. 3. The Ememencv Coordinator is also resmnsible for the completion of appropriate safety and emergency training, the proper maintenance of fire control and prevention equipment, the control of safe hazardous materials operating procedures, and good housekeeping, including the removal of flammable and combustible waste materials. 4. Emergency Coordinator will also provide assistance during an emergency to familiarize police, fire deparbnents, and medical and environmental emergency response teams with the layout of the facility, properties of hazardous materials and wastes handled at the store, places where employees would normally be working, entrances into the store, and possible evacuation routes. S. The Emergency Coordinator mustin the event of a spill, fire or explosion, be able to identify the product, source, amount, and an estimate of the extent of any hazardous material released into the air, soil, or surface and ground water as follows: a. Name and telephone number of reporter: b. Name and address of facility: c. Time, date, and type of incident: d. Name and quantity of material(s) involved [if known]: e. Extent of injuries: f Possible hazards to human health or the environment outside the facility: g. Cause of the spill: 6. The Emergency Coordinator may need to submit a written report, usually within 15 days of the reported incident, that address all details of the incident, including: a. Name, address, and telephone number of the owner or operator: b. Name, address, and telephone number of the facility: c. Date, time, and type of incident: d. Name and quantity of material(s) involved: e. Extent of injuries: rev. 03/28/18 Page 4 .® f. An assessment of actual or potential hazards to human health and/or the environment: g. Estimated quantity and disposition of recovered material that resulted from the incident: Please check with your state to determine the appropriate steps that must be taken after the spill clean-up is complete. A more detailed written report may be needed. Employees will retain from making any comments to the news media. The Emergency Coordinator will courteously explain that a public news release will be made only after there has been the opportunity to evaluate what occurred. Any further release will be made by the District Manager, or a Division, Group or Corporate management contact. EMERGENCY EVACUATION Evacuation Notification Each location must have a method by which employees and visitors are notified of an evacuation. Most stores do not have an emergency alarm or paging system. The default notification to evacuation is a verbal notice. For this store, the method to emergency notification is: Verbal Notice (By Default Verbal) Exitways In the unlikely event it should become necessary to evacuate the store, the following measures must be taken to facilitate a safe evacuation, even in the event of a power outage. 1. There must be a minimum of two means of exiting the store. 2. The pathway to, through, and out of these exit ways must be maintained free of obstructions --a clear pathway is required at all times. For this store the locations of the emergency exits are: Front Sales Door Facing Parking Lot (By Default Front Sales Door Facing Parking Lot) back warehouse door facine the Darkine lot (By default the back warehouse door facing the parking lot with open access to the street) Exitway Maintenance 1. Storage locations of merchandise, inventory, equipment and other items including flammable and combustible liquids, most be chosen carefully to avoid being placed along the normal path of travel to and through the exit door. 2. Flammable or combustible liquids must not be stored immediately adjacent to an exit door. 3. Each exit door must be identified with an illuminated "EXIT' sign; either a lighted sign or an exit sign, which is illuminated by an emergency light. 4. Emergency lighting must be installed in such a manner to facilitate safe travel to the nearest exit. At minimum, there will be one emergency light in the warehouse and one emergency rev. 03/28/18 Page 5 W-.® light in the sales area. Emergency lighting and flashlights must be checked for readiness on a periodic basis. S. Exit doors that are normally kept locked during working hours, must be either equipped with a "panic bar", allowing the door to be opened from the inside at all times, or the security bar removed, or the door unlocked during working hours. 6. An exit door must never be locked or blocked while persons are in the store. Overhead roll up doors do NOT count as an emergency exit. Adequate aisle space must be maintained to allow a safe evacuation. Evacuation Accountability 1. Once outside the building, there must be a designated location at a safe distance from the store [recommended 500 feet] where employees will congregate until it has been determined everyone is safely out of the building. The Emergency Coordinator or the Alternate Coordinator must conduct a head count of all employees and persons to ensure that the store is completely evacuated. 2. For this store that meeting location is: Front Parking Lot [By Default Front Parking Lot] Back parking lot [By default the back parking lot with open access to the street] 3. Every employee must understand the evacuation procedure. New employees and transferred employees will be trained in the procedure within one week of the first day of work Whenever the emergency response procedures change, retraining of the procedures is required. At a minimum, there will be annual training with all employees. All training shall be documented on a safety training record. Evacuation 1. When an evacuation notice has been given, without hesitation, every employee will quickly leave the building through the closest exit door, taking with him/her any customers or visitors who might be in the store. 2. Once outside, employees will congregate at the designated site until a head count has been taken to assure that everyone has evacuated. 3. Do NOT re-enter the store after evacuation until it has been deemed safe. FIRE RESPONSE Although the nature of the coatings industry involves the use and sale of flammable and combustible liquids, the incidences of Ere in our stores have been minimized through proper training. 1. Fire may result from the improper storage of flammable liquids near potential ignition sources, improper handling procedures with flammable material, improper maintenance of equipment, and smoking near flammable materials. 2. The risk of fire incidents may be minimized through the proper handEng and storage of containers of flammable and combustible materials, good housekeeping, and through taking care when working with open containers of these products. rev. 03/28/18 Page 6 OrMEMP 3. Deflagration or explosions may occur when hazardous materials are subjected to extreme temperatures and pressures resulting in a sudden uncontrolled release of energy. Performance oriented packaging and pressure relief devices on containers prevent such ordinary risks of explosion. Explosion occurrences are likely in the event of a fire and therefore, emergency procedures for explosions are the same as a fire. 4. Explosions are the result of flammable or combustible materials being subjected to extreme temperature and pressure within a container. Emergency responses to explosions are similar to those of a fire. S. Strict standards regarding smoking, housekeeping, and the storage and handling of flammable and combustible liquids must have been established and communicated to all employees. These standards are presented in Chapter 3 -- Basic Store Safety, and Chapter 6 -- Hazardous Materials Handling. Store training materials have been developed to educate employees regarding the dangers of working with flammable and combustibles, and to make employees knowledgeable regarding the proper way to safely handle these products. 6. In those stores where intermixing of products occurs, a specially designed product service room [PSR] is used. In some facilities a special flammable liquid storage room is used to store flammables and combustibles. Proper bending and grounding equipment is required for transferring flammable and combustible liquids from one container to another. There will be no transfer of flammable/combustible liquids from one container to another outside the PSR, unless the transfer is limited to one gallon or less and the guidelines for "flammable liquid transfers - less than one gallon' are followed. Fire Safety Preparedness 1. Assure that fire protection equipment is in a state of readiness. ` Fire extinguishers must be fully charged, visually inspected monthly and noted on the hangtag, serviced annually, mounted in a designated area with a fire extinguisher sign posted over the extinguisher, and not blocked by clutter, inventory, or merchandise. ` Sprinkler systems must be tested and inspected annually. ` Equipment must be maintained in a good operable condition, maintained as required in Chapter 3 -- Basic Safety, and inspected monthly. 2. All employees must know the evacuation procedure. 3. Fire Drills must be conducted at least once per year. 4. Only employees trained and familiar with the general principles of fire extinguisher use and the hazards involved with incipient stage fire fighting that is the initial or beginning stages of a fire, as presented in the Store Learning System [START] Safety And Loss Prevention Learner's Guide, may respond to an incipient fire. Evacuation Route Use the template from Figure 1, located on page 18, to draw a diagram of your store's evacuation route. Fire Extinguishing Equipment The following provides a description of fire protection provided at this location: Fire Extinguishers: ` Number of 2A: 20 BC, dry chemical 10 lb. Extinguishers 0 ` Number of 4A: 40 BC, dry chemical 20 lb. Extinguishers 33=4 ` Other Fire Extinguishers: rev. 03/28/18 Page 7 W 2. Fire Sprinkler System [describe the area of the building that is protected by an automatic fire sprinkler system.] 3. Fire Alarm System [describe the area of the building that is protected by an automatic fire alarm system.] 4. In Rack Sprinkler system S. Product Service room 6. Liquid Storage room 7. Outside Storage area Fire Evacuation R the fire involves flammable or combustible liquids, and is beyond its initial or beginning stages, and is beyond controlling or extinguishing with portable fire extinguishers, then: 1. Call out, "FIRE -- EVACUATE" 2. Pull fire alarm, if available. 3. Assist customers and any injured employees in the evacuation. 4. Once outside, congregate at the designated location, and perform a head count to assure all have evacuated S. If not already done, call the fire department. 6. If necessary, dispatch an employee to adjoining businesses to warn of the fire. 7. Until professional help arrives, keep people at a safe distance from the store. R the fire is small, is in the incipient stage, and can be controlled or extinguished with portable fire extinguishers, then: 1. Call out, "FIRE -- HELP!" 2. A second employee will evacuate customers from the store. 3. The employee who discovered the fire, if properly trained, may, with the assistance of any other available properly trained employee, attempt to extinguish the fire. 4. If the fire spreads beyond the "incipient', that is the early, initial or beginning stages, or otherwise becomes too dangerous or life threatening or "too hot" to handle, give up the effort and evacuate, being sure to aid any injured employee in the evacuation. R the fire results in an explosion or any sudden releases into the air of hazardous materials or wastes, then immediately evacuate the store. NATURAL DISASTERS Most injuries and deaths resulting from a tornado or earthquake are not due to the high winds or shifting earth, but are instead caused by falling objects. Although there is no absolute safe place to be during a natural disaster, there are some precautions which can be taken to minimize the possibility of a serious injury. Natural Disaster Preparedness 1. Identify a location in this store where employees will congregate which provides the greatest protection from falling objects. The location should be an interior wall, away from windows, racks and other heavy objects that might fall. 2. During a tornado the safest place is the basement If no basement is available, restmoms, closets, or office areas generally provide less ceiling area, which could collapse. rev. 03/28/18 Page 8 ,�. a2K� Mimi 3. You should check locally for the location of a tornado or hurricane shelter in the event time will permit moving to such a location. 4. In the event of an earthquake, the safest place to be is under a heavy piece of furniture, or in the same area identified for a tornado [except a basement]. S. In this store, the safest location is: Tornado or Hurricane Restreoms/Office Earthquake Restreoms/Office Be sure emergency lighting is available and in working condition. Check emergency lighting monthly. Have a battery-operated radio available for emergency and weather information * just prior to peak tornado season, review this plan with all employees. Natural Disaster Response 1. Iftime permits, turn off the electricity and disconnect all gas mains. 2. Do not go outside! Move quickly to the location identified in 41 above. 3. Assume a sitting or crouching position with arms protecting the head. Natural Disaster Follow -Up 1. Check for injured persons. R injuries exist, have a second person call for medical help. Do not move seriously injured persons unless they are in immediate danger of further injury. Trained personnel may administer reasonable fust aid -- stop bleeding by applying direct pressure, cover injured person with a blanket or coat. Trained personnel may provide artificial respiration, CPR, or other life saving techniques as necessary. 2. Do not use the telephone unless there is a severe injury. 3. Do not use electrical switches. If there are no explosive gases, use a flashlight to check water and electrical lines. The use of the fire department's combustible gas detector may be necessary if gas leaks are possible. 4. If possible, put out small fires; if not possible, evacuate the store. S. If there is a spill of material, refer to the response to a hazardous material or waste spill. 6. Do not use a vehicle unless there is an emergency. 7. When conditions are all clear, call the District Manager and the Division Loss Prevention Director to report the incident, discuss damage, etc. HAZARDOUS MATERIAL AND WASTE SPILL RESPONSE The spill of a hazardous material may involve the release of hazardous chemicals into the environment and may expose employees or customers to these chemicals. The spill response procedures outlined in this Chapter are procedures in which all employees should be trained. The procedures for cleanup may be followed by trained employees if a spill occurs in the store or during a delivery of material by store employees. rev. 03/28/18 Page 9 .® The priority actions to be taken when a hazardous liquid spill occurs is to protect personal health; protect against ignition of fire; protect against the liquid contaminating the environment by containing the spread of the liquid; and notification and reporting to company management personnel. At this point there is sufficient time to clean up the spill. Spill Preparedness 1. Every store must have a spill containment and clean-up kit which is readily available and stored in a designated area centrally located in the warehouse, or in a commercial store adjacent to the product service room or miming area. Stores that have been identified as generators of hazardous waste (primarily commercial stores and blending stations) have been furnished with a spill kit packaged in a 95 -gallon overpack drum. For this Store: Spill Kit Location (2) Front of House and Tint Area 2. A spill kit must also be maintained in the store vehicle(s). 3. Every store must have the Ememencv Telephone Numbers list posted near a telephone which all employees have access. The Emergency Response Contractor is identified on the emergency telephone Est as PSC 1.877.577.2669. 4. Every employee who responds to a hazardous liquid spill must be trained on the proper hazardous spill containment and clean-up procedure. Spill Discovery 1. Protect the PERSONAL HEALTH of all employees and customers. Avoid inhaling fomes and skin contact with the spilled material. 2. ASSESS the spill situation Determine if the spill can be responded to by trained store employees. K the spill is too large, affects human health or the environment, or is too dangerous to perform cleanup, then the spill must be responded to by the Emergency Response Contractor, and the store must be evacuated (See Emergency Coordinator Responsibilities above). If the spill is small and safe, then employees may respond to the spill. Spill Clean -Up Procedures 1. GET HELP to clean up the spill. 2. The store manager should be notified of the spill. 3. Tum off and remove all potential SOURCES OF IGNITION. Shut off powered industrial lifts, and shut off or remove electrical equipment. 4. ISOLATE the spill area from customers and other employees. 5. Bring the SPILL KIT, AN EMPTY CONTAINER, AND A FIRE EXTINGUISHER to the spill area. 6. The spill kit container may be used in an emergency as a container. 7. wear the EYE PROTECTION to protect against eye contact with spilled material. B. Wear PROTECTIVE CLOTHING including gloves, coveralls, and shoe covers to avoid skin contact. 9. STOP THE LEAK. Turn the damaged or open end of the container up or if possible put the leaking container into a larger container. As required turn off valves or close openings. rev. 03/28/18 Page 10 dMIMMEME 10. CONTAIN THE SPILL. Use absorbent socks, if needed, to contain the spill and to prevent leakage into drain systems, or onto exposed soils. Place the absorbent socks or other barriers between the spill material and potential receptacles. 11. RECLAIM as much of the spilled material in a liquid form as possible. Use the scoop, squeegee or straight edge to recover the spilled material and to place into containers. 12. When as much free liquid as possible has been recovered, use the absorbent sock and loose sorbent material, as needed to clean up residual spilled material. Rememberwaste liquids should be segregated from waste solids. 13. Place absorbent socks which maybe reused or still have some value in separate containers from recovered material or waste. 14. Place recovered contaminated loose sorbent, non-reusable absorbent socks, and other contaminated solid material into a separate container for subsequent disposal. Spill Response Rules 1. Responses to releases of hazardous materials and waste where there is a potential for employee over-exposure to uncontrollable safety and health hazards should be performed by the Emergency Response Contractor. 2. Store employees may only respond to releases of known hazardous materials. If the hazardous material or its hazards are not known or cannot be determined, then the Emergency Response Contractor should be contacted. 3. Incidental releases of hazardous materials where materials may be readily absorbed neutralized, or otherwise controlled at the time of the release may be responded to by trained employees working in the store at the time of discovery of the release. If additional help is required, then the Emergency Response Contractor should be contacted. 4. Nuisance spills, minor spills, and spills of non -hazardous materials which do not require immediate attention due to minimal employee or customer exposure to safety or health hazards are not considered emergencies and may be responded to by employees. S. The Emergency Response Contractor must be contacted to respond to a release if the spill poses an uncontrollable emergency under the following conditions: • It may cause high levels of exposure to toxic substances, • It is life or injury threatening, or it poses conditions which are immediately dangerous to life or health, • It poses a fire or explosion level, • It presents an oxygen deficient condition, typically in confined spaces, • It has entered surface waters, sewer or drainage systems, • It poses significant endangerment to public health or welfare, or • It poses significant endangerment to the wildlife or the environment. 6. Employees should not assist the Emergency Response Contractor in handling the emergency cleanup. 7. Assess the potential safety and health hazards of the spilled material. Consult the materials Material Safety Data Sheet (MSDS) to determine the risks associated with the material. 8. Potential safety and health hazards should both be assessed for flammable, combustible and corrosive materials to determine if the spill is too large or dangerous to be responded to by store employees. a. Safety hazards to be assessed include: the size of the spill area; the quantity of material spilled; slippery, uneven and unstable surface conditions; unstable overhead conditions; confined spaces; and, the number of employees trained to respond which are available for the response. rev. 03/28/18 Page 11 .® b. Health hazards to be assessed include potential over-exposure to the spilled material by inhalation, ingestion, absorption, or skin contact. 9. Special hazards associated with flammable and combustible materials include the potential for explosion, ignition, and fire. Explosions and fires may occur during response actions when moving containers or introducing an ignition source. Sources of ignition typically found include powered industrial lifts, powered tools, electrical and lighting systems, static electricity, heat and high temperatures, and smoking. 10. Remember, a spill of flammable liquids emits flammable vapors into the air. If the spill area is not well ventilated or may come into contact with an ignition source, a fire or explosion is possible. The greater the surface area of a spilled flammable liquid then the greater the volume of vapors emitting into the air and the greater the risk for Ere and explosion. Spill Decontamination Employees and spill response equipment also require, to some extent, some type of cleanup, wash down, or decontamination. Employee hygiene 1. Employees should remove their personal protective equipment for subsequent cleaning. 2. Employees should wash with soap and water, or as recommended by the spilled material's MSDS, at a minimum their hands and any areas of their skin, which may have come into contact with the spilled material. 3. If contact with the spilled material has caused a medical emergency, then the responses to a medical emergency, as presented later in this Chapter, should be followed. EQW=ent cleanup 1. Equipment used to assist in the spill response and which has come into contact with the spilled material, should be wiped clean with as much of the spilled material being removed. 2. The equipment should be allowed to air-dry in a well -ventilated area prior to returning the equipment to storage. Personal protective equipment 1. Personal protective equipment, which came into contact with the spilled material, should be cleaned or disposed as hazardous waste. 2. All personal protective equipment should be inspected after its use to determine if the equipment is in a good operable and sanitary condition If equipment is no longer usable then it must be discarded. Discarded equipment must be restocked immediately. Spill Waste Disposal 1. Spilled material that is recovered and can be reused or still has some value is not considered a waste, and therefore should be separated from waste material. 2. If the liquid can be used it should be moved to the appropriate raw material area and labeled as to the contents and its associated hazards. 3. Waste liquids should be segregated from waste solids. 4. Recovered liquids from a spill of a hazardous material, which are considered to be of no further value or use, should be considered hazardous waste and labeled as such. S. If there is a release of hazardous waste. all recovered liquids and solids are considered to be hazardous waste. rev. 03/28/18 Page 12 worxxomawayrrava 6. Review Chapter 7 -"Hazardous Waste Disposal' in LiveSafe to assist in the proper handling and storage of hazardous waste. Contact the PSG Safety & Environmental for assistance with incident reporting and disposal of waste material. Spill Clean-Up Follow-Up 1. Return the spill kit to the permanent storage location. 2. Determine and order supplies necessary to restock the spill kit. 3. The Emergency Coordinator will take the following actions: ` Write written report to be submitted to the state [see Emergency Coordinator Responsibilities above] ` Determine immediately why the spill occurred and hold a brief safety meeting within the week to discuss how it might have been prevented. The Coordinator should also discuss any details of the clean-up procedures, which are warranted. Complete a Loss Offense and Incident Report and distribute the report as required. Include in the report the identity of the spilled material, the quantity spilled and recovered and a description how the spill occurred. MEDICAL EMERGENCY Quick response to a medical emergency could mean the difference between life and death. Persons who are not trained in proper first aid procedures should not attempt to give medical treatment. 1. Telephone for trained, professional help, i.e. emergency medical service. [Remember to dial "911" if the universal emergency number is available in your area.] 2. While waiting for professional help, take whatever reasonable action is necessary to make the victim comfortable. 3. Do not move seriously injured persons unless they are in danger of further injury. 4. Trained personnel may administer reasonable fust aid -- stop bleeding by applying direct pressure, cover injured person with a blanket or coat Trained personnel may provide artificial respiration, CPR, or other life saving techniques as necessary. S. If the victim is an employee, determine the person to contact in case of emergency. 6. Call that person, advising them that the employee has been taken to a particular medical facility. 7. It is acceptable to say the person was injured was having chest pain, etc.; but do not say the person had a heart attack stroke, was not breathing, etc. B. If the victim is a customer, let the emergency response team determine whom to contact. 9. R the illness or injury is work-related, call the Workers' Compensation Coordinator at the ACCIDENT/INJURY PHONE in Cleveland at 1-800-543-1463. Refer to Chapter -4 Reporting Work -Related Accidents, Injuries & Illnesses for further instructions. 10. R the incident involves a customer, report the incident to the District Office and the Division Director of Loss Prevention. Complete a Loss Offense and Incident Report and distribute the report to the Division Director of Loss Prevention. If the medical emergency involves exposure to hazardous materials or wastes, familiarize hospitals or medical personnel with the products MSDS. rev. 03/28/18 Page 13 EMERGENCY RESPONSE CONTACFS Evacuations The Emergency Coordinator or the alternate will contact the appropriate emergency agencies, the District Manager, and the Division Director of Loss Prevention Fires 1. The Emergency Coordinator will IMMEDIATELY call the FIRE DEPARTMENT if not already performed. 2. Contact the Division Director of Loss Prevention, the District Manager and Division Management 3. If paint or paint related material was directly involved in the fire, then immediately contact: a. Stores Safety & Environmental at (216) 515-7850 or (216) 566-1710 or the Sherwin-Williams 24 Hour Emergency Phone 1-877-SWC-EMER, b. It may be helpful to write down all of the numbers you'll need beforehand so that you are prepared in the event of a spill (see Figure 2 located on page 19). Each state has its own spill reporting standards which may be more stringent than the federal standards. Please check with your state for State Specific Requirements for Sirill Reporting and who MUST be contacted in the event of a Hazardous Materials Spill. 4. Air Ignition/Fire Incident Report should be completed and submitted to the Division Director of Loss Prevention and Corporate Safety Spills 1. If there is a spill which requires the use of the Emergency Response Contractor, or if there is a spill of material: into the drainage or sewer system, surface or ground water, or onto exposed soil, whether on or off the Store's premises, immediately call those numbers specified ander Emergency Coordinator Responsibilities above 2. If there is a spill or release of hazardous waste equal to or in excess of 10 gallons [100 ounds , immediately contact the Stores Safety & Environmental Department at (216) 566-1710 or (216) 515-7850 or call Sherwin-Williams 24 Hour Phone Number 1-877- SWC-EMER for assistance in federal reporting requirements. 3. If there is a spill or release of hazardous material equal to or in excess of 100 gallons, immediately contact the Stores Safety & Environmental Department at 216-566-1710. 4. See Fire Notification Procedures above Medical Emergencies 1. If the illness or injury is work-related, call the Workers' Compensation Coordinator at the ACCIDENT/INJURY PHONE in Cleveland at 1-800-543-1463. Refer to Unit -4 Reporting Work -Related Accidents, Injuries & Illnesses for further instructions. 2. If the incident involves a customer, report the incident to the Division Director of Loss Prevention, the District Manager and Division Management 3. If the medical emergency involves exposure to hazardous materials or wastes, contact the Stores Safety and Environmental Department at (216) 566-1710 or (216) 515-7850 or for help during non -business hours, contact the Sherwin-Williams 24 Hour Emergency Phone 1-877-SWC-EMER. rev. 03/28/18 Page 14 worxxomer�oyrrave� Government Inspection 1. Contact Division Loss Prevention, the District Manager and Division Management at the time of the inspection 2. Contact the Stores Safety and Environmental Department at (216) 566-1710 or (216) 515- 7850 or for help during non business hours, contact the Sherwin-Williams 24 Hour Emergency Phone 1-877-SWC-EMER. Regulatory Assistance 1. Assistance with Federal/State/Local Environmental (EPA), Safety or Health (OSHA), or Transportation (DOT) may be obtained from: ` Division Loss Prevention ` Stores Safety and Environmental Department at (216) 566-1710 or (216) 515-7850. ` Corporate Health at 216-566-3096 ` Corporate Safety at 216-566-2161 ` Corporate Environmental at 216-566-2182 2. Assistance with local Fire and Building Codes maybe obtained from the Division Engineer. Public Relations Issues Any of the above issues may become involved with public relations issues involving local; or national media's including newspapers, radio or television Store Employees are directed to refer all questions, statements or communications to the District Office. Assistance may be obtained by directing such issues to: 1. Division Loss Prevention, the District Manager and Division Management or 2. The Corporate Spokesperson -- 216-566-2102. Inspections, Investigations, and Notices Any of the above correspondences by Federal, State, Local Agencies, Consultants or Investigators, or landlords regarding Safety/Health or Environmental COMPLIANCE OR LIABILITY. 1. Contact Division Loss Prevention, the District Manager and Division Management. 2. Contact the Stores Safety and Environmental Department at (216) 566-1710 or (216) 515- 7850 or for help during non -business hours, contact the Sherwin-Williams 24 Hour Emergency Phone 1-877-SWC-EMER. rev. 03/28/18 Page 15 work„o�..ewavrre..a SPILL Q &A Q1. In the event that my Store requires evacuation, do I need to report to anyone outside of the Company? Unless otherwise directed in this Chapter, no outside reporting is required Only Company Management needs to be notified If notification is required to outside parties, Division Management will direct the Store Manager. Q2. When am I supposed to fight a fire? You do not need to fight any fires. You should evacuate the Store and notify the local fire department. Q3. When is a spill too large or dangerous to clean up with Store employees, and when should the emergency contractor be called? • For latex paints, if the spill enters the storm or city water system in excess of 1 gallon call Division Loss Prevention; the emergency contractor may be contacted by Division Management as appropriate. • For latex paints, if the spill requires assistance from employees not normally working in the Store or the Company, the emergency contractor may be contacted • For oil-based and solvent -based coatings, or pure solvents, if the spill enters the storm or city water system in excess of 1 gallon, call Division Loss Prevention. The emergency contractor may be contacted by Division Management as appropriate. • R vapors become severe where overexposure to a volatile coating is a problem and natural ventilation is not sufficient to vent vapors to the outdoors, contact the emergency contractor at 1.877.577.2669. • Call Stores Safety & Environmental at [216] 515-7850 or [216] 566-1710 and for emergencies during non -business hours, contact the Sherwin Williams Emergency Line at 1-877-SWC-EMER. Q4. If my Store has a new manager or assistant manager, does the Emergency Telephone Number Page need to be changed? YES. The OSTIA and EPA regulations require that a current listing of local management be posted near a central telephone at each Store. Q5. In the event of an emergency requiring outside assistance, whether contractor or governmental, who in the Store has the authority to commit those resources? The Manager, Assistant Manager, Operations Manager, or any other employee acting in the best interest of the Company has the authority to call for assistance in responding to an emergency. Q6. Who is in charge of emergency response actions when multiple agencies arrive at the emergency? Sherwin-Williams employees will grant authority to the local agency having jurisdiction or the first responder until higher governmental or Company authority dictates otherwise. Q7. Who is in responsible if a spill occurs while shipments are being unloaded at the Warehouse area? Sherwin-Williams is responsible to ensure that the spill is properly cleaned up. Financial responsibility is the transporter. Contact Division Loss Prevention for further cost recovery procedures. rev. 03/28/18 Page 16 WokMHomePlaV.0- EMERGENCY EQUIPMENT A listing of all emergency equipment typically located at Paint Stores locations, which could be used in the event of a hazardous material or hazardous waste release, is provided be low. Each piece of equipment is individually listed along with a physical description of the item and a brief description of its capabilities. The designated Emergency Coordinator should note the location of each applicable piece of emergency equipment. Inventories and location notations should be reviewed regularly and updated as needed Use blank rows in the table to fill in location-specific emergency equipment that is not otherwise covered in the provided listing. EMERGENCY EQUIPMENT EQUIPMENT DESCRIPTION CAPABILITIES LOCATION Emergency Eyewash Plumbed or portable Decontamination By Restrooms unit Spill Kit UN approved Control/containment Front of house and Tint Area container Boom Sorbant sock Control/containment Front of house and Tint Area Oil Dry (or equiv.) Powdered sorbant Control/containment Front of house and Tint Area Coveralls Tyvek coveralls PPE Safety Section -Sales Floor Boot Covers Tyvek boot covers PPE Safety Section -Sales Floor Nitrile Gloves Chemical -resistant PPE Safety Section -Sales Floor Safety Safety PPE Safety Section -Sales Floor Glasses/Goggles glasses/goggles Respirator Air -purifying w/ PPE Safety Section -Sales Floor organic cart id es Broom Broom Control/containment By Mop Sink Sorbant Pads Chemical absorbant Control/containment Fire Protection Fire Extinguishers Fire extinguishers Equipment/we have 3-4 Throughout Store Class a/b/G and d Sprinklers Sprinklers Fire Protection N/A Equipment Fire Hoses Fire hoses Fire Protection N/A Equipment First Aid Kits First aid kits PPE Once and by Restrooms Cell Phone, Walkie- Emergency Communicate Talkie, or air -horn communication Emergency Once Evacuation rev. 03/28/18 Page 17 EMERGENCY RESPONSE APPENDIX The following documents will supplement the retail store emergency response information and can be used for supplemental employee training. ARE YOU READY FOR A HURRICANE? BLOODBORNE PATHOGENS DISASTER TIPS FOR MANAGERS FAMILY DISASTER PLAN FIRE EXTINGUISHER USE PART 2 FIRSTAID FIRST AID RUT LETTER TO RESPONDER MICHIGAN HAZARDOUS WASTE EMERGENCY INFORMATION rev. 03/28/18 Page 18 FIGURE 1 - EVACUATION ROUTE TEMPLATE OFFICE M LIFE SAFETY PLAN scut: I/V - r-o- SALES 1.,. SF ti✓_. wl.�l1 mWm rev. 03/28/18 Page 19 FIGURE 2 - SPILL NOTIFICATION CONTACT NUMBERS NAME OR ORGANIZATION IN CASE OF EMERGENCY NUMBER 911 OR LOCAL EQUIVALENT STORE MANAGER -- TBD TBD ASSISTANT MANAGER -- TBD TBD DISTRICT MANAGER - Belinda Zamora 541-913-0607 LOCAL FIRE DEPARTMENT 541-682-7100 LOCAL POLICE DEPARTMENT 541-726-2536 NEAREST HOSPITAL Scared Heart Medical Center EMERGENCY RESPONSE CONTRACTOR Clean Harbors: 800-645-8265 EPS: 800-577-4557 ACCIDENT/INJURY HOTLINE 1.800.543.1463 DIVISION DIRECTOR OF LOSS PREVENTION David Hall 440-846-4292 STORES SAFETY & ENVIRONMENTAL 216.515.7850 or 216.566.1710 S -W 24 HR EMERGENCY HOTLINE 1.877.SWC.EMER CORPORATE HEALTH 216.566.3096 CORPORATE SAFETY 216.566.2161 CORPORATE ENVIRONMENTAL 216.566.2182 DIVISION ENGINEER Mary Ciborek 440-846-4294 CORPORATE SPOKESPERSON-- 216.566.2102 LOCAL EMERGENCY MANAGEMENT AGENCY NATIONAL RESPONSE CENTER 1.800.424.8802 Each state has different spill reporting reauirements contact TAG GHS to determine what your reporting requirements are. Your Local Emergency Management Agency should he able to tell you whom else you need to contact, it you are unsure. rev. 03/28/18 Page 20 Figure 4 The Sherwin-Williams Company Hazardous Materials Containment Plan Store #: 72-7643 Address: 3306 Gateway St. S12ringfield.0r. 97477 Contacts: NAME TITLE CELL NUMBER MENUMBER HOMEADDRESS TBD EC (STORE MGR) TBD AC (AST MGR) [NOA Belinda Zamora DM 541.913.0607 N/A LL: Crossroads Center One,LLC 040 Beltline Rd., STE 202 Springfield, OR. 97477 Principle Business Activity: Our occupancy is retail and wholesale sales and storage of paint coatings, decorative finishes and associated products. Number of Employees: 4-6 Hours of Operation: 7a -7p Monday -Friday, Sa-5p Saturday,10a-4p Sunday Primary Containment: Hazardous Material will be stored in original sealed containers. Sizes will range from pint to 5 gal bucket. Secondary Containment: All Hazardous Material will be stored in the Staging area(3435sf) of this location as marked on this floorplan. No Hazardous material will stored on the sales floor. FLOOR PLAN SPRINGFIELD, OREGON 03/27/2020 0Th. SF .WWI-GumFam DIX7rz015 There are no floor drains in the warehouse area. The floor and up the walls 2' will be coated with a Sherwin product that will seal the surfaces. Spec for the product attached at the end of this plan, along with application and procedure info, including repair if floor is damaged. Example of 2-d containment In all doorways, temporary berms will be placed to protect any spills from traveling to another section of the store. Below are specs for the product that we will be using. QPIG® High -Volume SpiliBlocker(D Dike PLR254 N­�. ideal For Quick Spill Response, one 4.5" w x 5' Lx 6.75" H SeCtlon Our tallest Spill&orker dikes are designed to handle high volume spills and pooNng liquids. Read Morel, PRICING (Based an quantity) 1 2.3 4• %79.011 $567.00 S555.00 r� Description Our tallest SpillBlocker dikes are designed to handle high-volume spills and pooling liquids. • Exclusive New Pig formulation features a tear - resistant top layer and a flexible. tacky bottom layer that seals tight to smooth surfaces and blocks liquids • Taller height is great far containing deeper pools of iiquid and largerflows • Built-in dovetail connectors create a liquid -proof seal and allow you to join as many sections as you need without extra parts • Fast pralon for when a large sptlf is heading right for your drain • Confines and diverts fluids without absorbing them, making cleanup or redamafian simpler • Highvisibilitylime-green top color draws attention to spill for increased safety • Polyurethane material rests water, ails and many chemicals • Smallersections are easy to handle and deploy • Reusable dike deans easily with soap and water Specifications 4.5' W x S L x 6.75' H Traffic NonWeightBearing Barrier Dimensions One4.5"W%5'L% Sold as 6,75" H Section Dimensions 4.5' W x S L x 6.75' H Ideal For Quick Spill Response InstaWDeploy Type Temporary,Renovable Sold as Barrier intended Use Smooth Surfaces Max liquid temp Max Exposure Limit exposure 225-F for up to 30 Composition Minutes Storage Temp Range Store Between 0°Fand 126°F Temperature Limit Works from 0°F to 160-F Sold as 1 per box Weight 30.5 ba, New Pig patent 5,236,281 p per Pallet 36 Composition Polyurethane UNSpSC 24101907 Spill kits will be placed in 2 locations (Front of house and tint area) to ensure a speedy response to any incident. PART CURRENT NUMBER ITEM COST EXT.COST 2 SK -20 SPILL KIT $237.00 474.00 Paint Stores Group Hazardous Waste Inspection Log Complete each column by providing requested intonation. Put CHECK MARK to show condition is OR. Otherwise, NOTE CORRECTIVE ACTION in proper columnist. Print and sign name, and maintain completed tons in Store Files, indefinilety. Bale Time Can"!- Closed and inGwd CwMgionPp Each Container Laheled WltnA H.Waste Label Secondary Containment Present&OK Emergency& Fire Equip Present&OK Spill KH OK Prior Name SignaWre Questions regarding storage of waste should be directed to Stores Safety & Environmental Department at 1216) 515-7858 or (216) 566-1718. Monitoring of these products will be completed on a daily basis with a visual inspection. logs will be kept to document incidents and that proper procedures are followed per the SW Emergency Response Contingency plan, that will be accompanying this package SURFACE PREPARATION GUIDELINE INSTRUCTIONS FOR CONCRETE SURFACE PREPARATION (FORM G-1, REVISED 01/12) INTRODUCTION The following concrete surface preparation guidelines, serves as an aide to owners, design professionals, specifiers and contractors. All surfaces to receive General Polymers sealers, coatings, mortars and resurfacers, must be structurally sound, clean and at minimum, saturated surface dry(SSD). Proper surface preparation is an extremely important factor in the immediate and long-term successful performance of applied polymer floor orwall systems. The contractor responsible for the installation of the polymer system shall be provided a substrate that is clean, durable, flat, pitched to specifications, SSD and free of surface contaminants. Providing the "proper substrate" is the responsibility of the owner, the owners appointed representative and the concrete contractor, unless specifically stated otherwise. Guide Specification for "Cast in Place Concrete for Floor Slabs on Ground That Will Receive Semi -Permeable or Impermeable Floor Finishes', should be referred to for installation of fresh concrete. Regardless of responsibility, the steps listed below must be accomplished prior to the placement of a bonded polymer system on concrete. I J:i9 J i a -9r1:1 yef9 � J:1 q Yil:L\ I [•] C Proper surface preparation includes the following: Inspection of the concrete substrate Removal and replacement of non -durable concrete Decontamination of the concrete surface Creation of surface profile Repair of surface irregularities 1. Inspection of the concrete substrate to determine its general condition, soundness, presence of contaminants, presence of moisture vapor emissions and the best methods to use in preparation ofthe surfaceto meet the requirements of the owner or the owner's appointed representative is critical. A proper evaluation will lead to the selection of the proper tools and equipment to accomplish the objective. 2. Removal and replacement of non -durable concrete must be accomplished pnorto installation ofthe polymer system. Localized weak or deteriorated concrete must be rem wed to sound concrete and replaced with cementitious or polymer concrete repair mortars, or an engineered concrete mix design utilizing GP4700 series polyacrylate polymer additive. For application of these systems and compatibility with the selected polymer sealer, coating, lining or topping refer to the System Bulletins, Technical Data Sheets or the Technical Services Department. Occasionally, plain fresh concrete is required and must be bonded to existing concrete. When bonding fresh concrete to existing, prepare the existing concrete surface by scabbling, scarifying, abrasive (sand) blasting, needle scaling, high pressure waterjetting (5,000 to 45,000 psi), or steel shotblasting. Apply a low modulus epoxy as the bonding agent at a rate of 80 square feet per gallon for a WFT of 20 mils, and then place the fresh concrete or mortar. Bonding to lightweight concrete may require a second coat of epoxy if the first coat is readily absorbed into the concrete surface. Always place the fresh concrete within the open time of the epoxy, while the epoxy -bonding agent is still wet. Rough concrete surfaces will require additional material depending on the surface profile. Fresh concrete should have a lowwater cement ratio(w/c) not to exceed 0.40. When bonding fresh concrete containing latex polymer admixtures, check compatibility ofthe latex modified concrete mixture by either installing a test patch and performing a pull -off test, or by conducting aslant shear test in accordance with ASTM C 882, in an independent concrete testing laboratory. GPI Surface Prep, Jan 2012M Page 1 of 6 3. Decontamination of the concrete surface requires the removal of oils, grease, wax, fatty acids and other contaminants, and may be accomplished bythe use of detergent scrubbing with a heavy duty cleaner/degreaser, low pressure water cleaning (less than 5,000 psi), steam cleaning, or chemical cleaning. The success of these m ethods is dependent upon the depth of penetration ofthe contaminant; which is completely dependent upon the contaminant's viscosity, the concrete's permeability and the duration of exposure. Special care should be taken when preparing concrete at an "in use" facility for repair, replacement or an initial floor topping. This is especially true for Food Processing facilities. Contaminants can be carried into exposed concrete as most of these facilities use copious amounts ofwater. The contaminants can be animal fats/oils, blood, cleaning solutions, microbes, etc. Theymay not be completely removed during preparation (shot blasting). The concrete may appear clean and well profiled. A simple method to ensure you have sound concrete is to test the pH. The chemistry of concrete is alkaline in nature. Normal concrete should be in the range of 11 to 13. Most ofthe contaminants mentioned are neutral to acidic in nature. After preparation test the floor in multiple locations using distilled water and the pH paper. If the pH is 10 or lower additional preparation will be required to ensure a good bond. In areaswhere the contaminants can not be removed, the contaminated concrete must be removed and replaced as in 2., above. CAUTION: Decontamination methods that introduce large amounts of water may contribute to moisture related problems as referenced in APPENDIX A. 4. Creation of surface profile can be accomplished bya number of methods each utilizing a selection oftools, equipment and materials to accomplish the intended purpose, (See METHODS OF SURFACE PREPARATION below). Selection is dependent upon the type of surface to be prepared and the type of system to be installed. In addition, floors, walls, ceilings, trenches, tanks and sumps each have their own particular requirements. The type and thickness of the selected polymer system also plays an important role in the selection process. Regardless of the method selected or tools employed, we must provide a surface that will accept the application of polymer -based products and allow the mechanical bond ofthe polymer securely to the concrete. The type of service the structurewill be subjected to, will also help to define the degree of profile required. The surface profile is the measure ofthe average distance from the peaks ofthe surface to the valleys as seen through a cross sectional view of the surface of the concrete. This dimension is defined pictorially and through physical samples in the ICRI Technical Guideline No 03732, and is expressed as a Concrete Surface Profile number (CSP 1-9). _ For General Polymers coating and sealing applications from 4 t 15 mils in thickness, the surface profile shall be CSP 1, 2, or 3, typically accomplished through decontamination of the concrete surface as defined in 3. above, followed by acid etching, grinding, or light shotblast. I For General Polymers EPO -FLEX® and other coating applications from 15 to 40 mils in thickness, the surface profile shall be CSP 3, 4, or 5, typically accomplished through decontamination of the concrete surface as defined in 3. above, followed by light shotblast, light scarification or medium shotblast. _ For General Polymers CERAMIC CARPETT., TRAFFICOTETM, AquArmorTM S, AquArmor MCS, FasTopT" MVT and other topping applications from 40 mils to 1/8", the surface profile shall be CSP 4, 5, or 6. These are typically accomplished through decontamination of the concrete as defined in #3 above, followed by light scarification, medium shotblast or medium scarification. _ General Polymers Terrazzo, CERAMIC CARPETTM, TRAFFICOTETM, AquArmorTM S, AquArmor MCS, FasTopT" MVT, FasTop Slurry and Mortar systems and other topping. Applications greater than 1/8", the surface profile shall be CSP 5, 6, 7, 8, or 9. These are typically accomplished through decontamination ofthe concrete as defined in 3 above, followed by medium shotblast, medium scarification, heavy abrasive blast, scabbled, or heavy scarification. 5. Repair of surface irregularities including bugholes, spalls, cracks, deteriorated joints, slopes, areas near transition zones, such as around drains and doorways, etc. must be repaired prior to the placement ofthe polymer system and/or the system must be designed to off -set the thickness of the irregularities. For removal and replacement information and materials, referto item 2., above. For bugholes and other minor surface irregularities, fllwith Epoxy Quick Patch (GP3500), GP4700 Instant Patch Resin orthe system resin mixedwith avertical grade aggregate. Fortreatment of cracks and joints referto the section belowentitled "Crack Isolation'. For additional questions, contact the Technical Service Department or, your local sales representative for specific recommendations. GPI Surface Prep, Jan 2012M Page 2 of 6 For specific applications, always consult General Polymers System Bulletins, Technical Data Sheets or Technical Services Department. METHODS OF SURFACE PREPARATION Depending upon conditions of the concrete one or mom methods of surface preparation maybe required. Itis common for decontamination to precede mechanical preparation, and if necessary a second decontamination to follow. The preferred methods for creation of a surface profile, including the removal of dirt, dust, laitance and curing compounds, is steel shotblasting, abrasive (sand) blasting or scarifying. The steel shotblasting or vacuum blasting process is commonly referenced by equipment brand names, such as, Blastrac, Vacu-Blast, Shot -Blast, etc. Vertical and overhead surfaces, such as cove base, wall, and ceiling surfaces shall be prepared utilizing methods of grinding, scarifying, abrasive (sand) blasting, needle scaling, high pressure water jetting (5,000 to 45,000 psi), or vertical steel shotblasting. CAUTION: The use of high pressure water jetting will introduce large amounts of water, which may contribute to moisture related problems as referenced in APPENDIX A. The following table provides a guide for the degree of surface profile required for the coating or overlay to be applied and the preparation methods used to generate each profile. Application Profile Surface Preparation Method Sealers 0-3 mils Detergent scrub Low-pressure Water Acid Etching (not recommended) Grinding Thin Film 4-10 mils Acid Etching (not recommended) Grinding Abrasive Blast Steel Shot Blast High -Build 10-40 mils Abrasive Blast Steel Shot Blast Scarifying Self -Leveling 50mils-1/8 inch Abrasive Blast Steel Shot Blast Scarifying Needle Scaling High/Ultra high Pressure Water Jetting Polymer Overlay 1/8-1/4 inch Abrasive Blast Steel Shot Blast Scarifying Needle Scaling High/Ultra high Pressure Water Jetting Scabbling Flame Blasting Milling/rotomilling Surfaces to receive the bonded polymer system must be inspected after the surface is prepared to insure that the substrate is sound and structurally durable. Areas found to be unsound or non -durable m uat be removed and replaced as described in 2., above. Dust or other deleterious substances not removed after the initial surface preparation must be vacuumed, leaving the surface dust free and clean. Other surface preparation methods are mentioned in ADDITIONAL SURFACE PREPARATION REFERENCES below. GPI Surface Prep, Jan 2012M Page 3 of 6 CRACK ISOLATION The perform ance of elastomeric products such as EPO -FLEX® internally flexible epoxy, requires a relatively uniform dry film thickness to resist drying shrinkage and thermal movement of the concrete, while maintaining a seamless bridge or seal over the concrete. Therefore it is critical that all mortar splatter, protrusions, ridges, penetrations, or sharp projections in the surface of the concrete, be ground smooth or otherwise made smooth, in addition to the normal surface preparation outlined above. Prior to application of an elastomeric system, control/contraction joints, construction joints, and cracks should be sealed with the selected system flexible sealant, i.e., 3580 Joint and Crack Filler, 4880 Polyurea Joint Sealant, EPO -FLEX flexible sealant. This coating should extend a minimum of 6" on either side of the joint or crack. The entire surface area should then receive the specified crack isolation system. Isolation and/or expansion joints should be detailed in accordance with the plans and specifications of an architectural or engineering design professional for the type of structure being considered. Consult the Technical Services Department forthe proper selection and use of Isolation materials and the potential use offberglass scrim cloth for additional crack bridging capabilities. NOTE: General Polymers systems can be applied to a variety of substrates if the substrate is property prepared. Preparation of surfaces other than concrete or steel, such aswood, concrete block, brick, quarrytile, glazed tile, cement terrazzo, vinyl composition tile, plastics and existing polymer systems, can be accomplished to receive bonded polymer sealers, coatings, or toppings. For questions regarding a substrate other than concrete or steel, or a condition not mentioned in this guideline, contact the Technical Service Department priorto starting the project. Forsteel surfaces, refer to Guideline Instructions for Surface Preparation of Structural Steel, Form G-2. ADDITIONAL SURFACE PREPARATION REFERENCES Important and relevant information on surface preparation of concrete is available by referencing the following codes, standards, and guidelines. SSPC The Society for Protective Coatings, 40 24"' Street, 6"' Floor, Pittsburgh, Pa. 15222-4643, (412) 281- 2331. • SSPC-SP 13 Surface Preparation of Concrete • SSPC-TU 2/NACE 6G197 Design, Installation, and Maintenance of Coating Systems for Concrete Used in Secondary Containment ICRI International Concrete Repair Institute, 38800 Country Club Drive Farmington Hills, MI 48331, (248) 848-3809 • Technical Guideline No.03732, "Selecting and Specifying Concrete Surface Preparation for Sealers, Coatings, and Polymer Overlays". Includes visual standards to act as a guide in defining acceptable surface profiles forthe application of industrial coatings and polymerfloor toppings. • Technical Guideline No.03730,"Guide for Surface Preparation forthe Repairof Deteriorated Concrete Resulting from Reinforcing Steel Corrosion". ASTM American Society for Testing and Materials, 100 Barr Harbor Drive, West Conshohocken, PA 19428- 2959, (610) 832-9585 • ASTM D 4258 "Practice for Surface Cleaning Concrete for Coating' • ASTM D 4260 "Standard Practice for Acid Etching Concrete" • ASTM D 4261 "Practice for Surface Cleaning Unit Masonry for Coating' • ASTM D 4262 "Test Method for pH of Chemically Cleaned or Etched Concrete Surfaces" GPI Surface Prep, Jan 2012M Page 4 of 6 APPEN DIX A: TESTING FOR MOISTURE VAPOR EMISSION FROM CONCRETE Excess moisture in concrete can produce harmful effects of discoloration, interruption of the polymerization of products, and delaminating ofnon-permeable resinous systems. Sources of moisture fall into three distinct categories. Moisture present at the surface prior to or during application, moisture within the concrete that attempts to escape during and after application and a distinct source of moisture in intimate contact with the concrete that provides a continuous supply of moisture. Avoiding moisture related problems and understanding the options available for remediation once they occur is important. Detecting moisture in concrete maybe accomplished by employing a number of methods briefly described below: Relative Humidity Method BS 8201 and BS 5325- These are British Standardsthat result in pass/fail ofwhether or not moisture is being emitted, but does not quantifythe results. This is not a useful test. Gel -B Bridge Test - This test measures electrical resistance of the concrete, but is dependent not only on the moisture content of the concrete, but also on the other constituents of the concrete. Calibration of the results obtained with this method, depend on knowing the mix design of the concrete and the raw material used. At best it is a difficult interpretation. Radio Frequency (capacitance -impedance) Method- This method relies on portable electronic moisture meters that transmit strong radio waves that are absorbed bywater. Calibration ofthe results obtained with this method depends on knowing the mix design of the concrete and the raw material used. Carbide -Acetylene Test - This destructive test tells us nothing about the relative movement of moisture out of the concrete. It only quantifies that the portions of concrete removed and tested contain a measured content of moisture. ASTM F 2170-02— Standard Test Method for Determining Relative Humidity in Concrete Floor Slabs Using in situ Probes - The test method, modeled after the process uses in Europe for several years, requires drilling holes at a diameter of 5/8" to a depth equal to 40% of the slab's thickness. The hole is then lined with a plastic sleeve, capped and allowed to acclimate for 72 hours. The probe is placed in the sleeve, allowed to equilibrate for 30 minutes, and then readings are recorded. Acceptable relative humidity readings for substrates receiving non -permeable flooring are 80% or lower. Testing should take place in an acclimated building and is required to equal 3 tests in the first 1,000 square feet, with one additional test per each additional 1,000 square feet of concrete slab surface. This test method is less subject to conditions occurring at the concrete surface that may influence calcium chloride test results. This m ethod only defines existing moisture content of the sample and cannot address moisture vapor transmission. ASTM D 4263- Standard Test Method for Indicating Moisture in Concrete bythe Plastic Sheet Method -This qualitative method will indicate the presence of moisture movement, but itwill not quantitythe amount of moisture movement, and is only useful in determining that additional testing is required. ASTM F 1869 - Standard Test Method for Measuring Moisture Vapor Emission Rate of Concrete Subfloor Using Anhydrous Calcium Chloride Moisture Emissions Test - Originally developed by the Rubber Manufacturers Association, General Polymers Moisture Vapor Test Kits use anhydrous calcium chloride to make a quantitative evaluation of vapor emissions from the concrete. To determine the amount of moisture movement, the floor and surrounding environment must be in the anticipated service condition. The test must be conducted over rawexposed concrete, which has been exposed to the envinon m ent for at least 24 hours. A quantitative evaluation is conducted wherein the anhydrous calcium chloride container & contents are pre -weighed on a gram scale, allowed to remain in it's containerwith the lid removed, and the container placed under a sealed dome to prevent loss of moisture for a period of 60 to 72 hours. Three tests are required for the first 1000 S. F., with one additional test for every 1000 S. F., or fraction thereafter. The container is removed and again weighed on a gram scale to determine the weight gain of the anhydrous calcium chloride. A calculation is performed to determine the amount of moisture adsorbed. These results are quantified asthe rate of moisture vapor transmission expressed as pounds per 1000 square feet of surface area per 24 hours. General Polymers has adopted a commonly accepted value for application of polymer coatings or toppings to be not morethan 3 pounds of moisture per 1,000 square feet per 24 hrs. Moisture content and moisture movement, are merely snapshots in time of dynamic conditions within the concrete. Moisture vapor movement is dependent upon the relationship between temperature and humidity of the two adjacent environments. In this case, the internal environment of concrete and the external environment of the air surrounding the concrete. Any change in temperature and/or moisture content of either will result in a change in vapor pressure and the attempted movement of moisture vapor into or out of the concrete as referenced below: GPI Surface Prep, Jan 2012M Page 5 of 6 It is the combination of temperature and humidity (called vapor pressure) that determines the direction of moisture movement. Moisture will move from a higher vapor pressure to a lower vapor pressure. When there is air movement over the surface of the concrete, moisture will attempt to move out of the concrete toward the area of air movement. Forth ese reasons, it is important to measure the temperature and relative humidity during the test period. The Moisture Vapor Test Kit values will not be useful in predicting possible problem areas unless the tests are conducted in the environment in which the structure will be used. The air temperature and humidity around the concrete during the test should be the same air temperature and humidity that will be in place during the useful life of the structure. Contact the Technical Service Department immediately if there are any questions concerning the use of the test kits or interpretation of the results. ➢ To successfully and predictably reduce moisture vapor emission rates apply one ofthefollowing remediation systems: ➢ FasTop MVT; or ➢ AquArmor MCS. Consultation with the Technical Service Department for specific recommendations and utilized in accordance with application instructions. For slabs with potential moisture issues, utilizing systems that are designed to accommodate moisture movement from the slab such as FasTop and AquArmor Systems maybe the most cost effectivealternative. Whenever, moisture issues present themselves on a project document the conditions, inform the owner representative and consultwith General Polymers technical service personnel. Consult the technical paper, "Prevention of Moisture Related Disbondment of Non -Permeable Flooring Systems", for more details and potential solutions if a problem is detected. For copies of this and other technical articles, please visit ourweb site at www.aeneralpolymers.com or contact your local sales representative. Note: The industry standard for curing concrete is 28 days. This is usually sufficient to allow excess moisture to leave a concrete slab. To minimize moisture related disbondment. newconcrete should be allowed to cure 28 days before installation of General Polymers non -permeable resinous flooring systems. If any doubts exist concerning moisture in the slab. Calcium Chloride and/or Humidity tests should be run to document the Presence of moisture. DEW POINT CALCULATION CHART %AMBIENT AIR TEMPERATURE °F Relative Humidity 20 30 d0 50 60 70 80 00 100 110 120 To loam more, visit us at www.ycncralpolyrncrs. com or call 800-524-5979 to navca rcprescnt,fi, coniactyoc. ✓OP019 I ho Sliwwin-W illianis Company Prolective &Marne Coatings 0 1/ 12 GPI Surface Prep. Jan 2012/20 Page 6 of 8 Protective GENERAL POLYMERS° 3579 & STANDARD EPDXY PRIMER/ BINDER Marine PART GP3579 SERIES Coatings PART B GP3579B01 STANDARD HARDENER PRODUCT DESCRIPTION GENERAL POLYMERS 3579 STANDARD PRIMER /BINDER is a high solids, clear or pigmented epoxy primer and binder resin. GENERAL POLYMERS 3579 STANDARD PRIMER / BINDER is available in clear, red, white and gray, has good blush resistance and is low in viscosity to promote penetration of the concrete sub- strate and excellent wetting of mortar aggregate. ADVANTAGES • Good blush resistance at room temperature • Low modulus ofelasticity stress relieving • Acceptable for use in USDA inspected facilities TYPICAL USES GENERAL POLYMERS 3579 STANDARD PRIMER/ BINDER is an epoxy primer for coatings, slurries, mortar overlays, and patches. Itcan be also used as a binder resin. Far slurries, mortar and patch- ing systems. Suitable for use in the Mining S Minerals Industry. LIMITATIONS • Slab on grade requires vapor/moisture barrier. • Surface must be clean and dry. • Cool damp conditions may cause surface blushing. • Substrate must be structurally sound and free of bond inhibiting contaminants. • During installation and initial cure cycle substrate andambient air temperature must be at a minimum of 50OF (100C). Substrate temperature must be at least 50F (30C) above the dew point (far lower temperature installation contact your local representative. • When required, adequate ventilation shall be provided and proper clothing and respirators worn. • Strictly adhere to published coverage rates. SURFACE PREPARATION Proper inspection and preparation of the substrate to receive resinous material is critical. Read and follow the "Instructions for Concrete Surface Preparation" (Farm G-1) for complete details. PRODUCT CHARACTERISTICS Color: Clear, Red, Gray, White Mix Ratio: 21 Volume Solids: 96%■ 2%, mixed Weight Solids: 96%■ 2%, mixed VOC(EPA Method 24): <50 g/L mixed: 0.41 lbslgal Viscosity, mixed: 2,100 cps Recommended Spreadina Rate per coat: Minimum Maximum t mils (microns): 6 (150) 30 (750) overage sq Ngal (m'/L): varies according to usage Drvina Schedule 0 6 mils (150 microns) wet: T F(23°C) To touch: 6-8 hours To recoat: 10-20 hours I/maximum reooet time is exceeded abrade surface beige recasting. Dryingtime u temperature, humidity, and film thiclmess deperxienf. Pot Life: gallon mass 25-30 minutess Q 7WF (2YC) Shelf Life:a months, unopened Part B (Standard): 36 months, unopened Store indoors at 50°F (10°C) to 90°F (32°C) Flash Point: >230°F (>1100C), ASTM D 93, mixed PERFORMANCE CHARACTERISTICS Test Name Test Method Results Adhesion ACI 503R 300 psi concrete failure Compressive Strength ASTM D 695 9,000 psi Flammability Self -extinguishing over concrete Flexural Strength ASTM D 790 6,000 psi Hardness, Shore D ASTM D 2240 75/65 Tensile Strength ASTM D 638 3,000 psi on Protective Marine Coatings APPLICATION • APPLICATION INSTRUCTIONS 1. Add 2 parts 357&4 (resin) to 1 part 3579B (hardener) by volume. Mix with lowspeed drill and Jiffy blade far three minutes and until uniform. To insure proper system cure and performance, strictly follow mix ratio recommendations. 2. 3579 may be applied via spray, roller or brush. Apply evenly, with no puddles. Coverage will vary depending upon porosity of the substrate and surface texture. 3. 3579 application varies upon usage NOTE: Epoxy materials may tend to blush at the surface especially in humid environments. After the surface is primed and before installation of each subsequent coat, surface must be examined for blush (a whitish greasy film and/or low gloss). The blush must be completely removed prior to recoating using warm detergent water or through solvent wipe. Epoxy materials will appear to be cured and dryto touch prior to full chemical cross linking. Allow epoxy to cure for 2.3 days prior to exposure to water or other chemicals for best performance. GENERAL POLYMERS° 3579 STANDARD EPDXY PRIMER/ BINDER PART GP3579 SERIES PART B GP3579B01 STANDARD HARDENER CLEANUP Clean up mixing and application equipment immediately after use. Use toluene or xylene. Observe all fire and health precau- tionswhen handling or storing solvents. SAFETY Refer to the MSDS sheet before use. Published technical data and instructions are subject to change without notice. Contact your Sherwin-Williams representative for additional technical data and instructions. MAINTENANCE Occasional inspection of the installed material and spot repair can prolong system life. For specific information, Contact your Sherwin-Williams representative. SNIPPING • Destinations East of the Rocky Mountains are shipped F.O.B. Cincinnati, Ohio. • Destinations West of the Rocky Mountains are shipped F.O.B. Victorville, California. Far specific information relating to international shipments, contact your local sales representative. DISCLAIMER The information and recommendations set forth in this Product Data Shell we based upon tests concluded by or on behalf of The Sherwin-Wlllams Company. Such Information and recommendations setforth herein are subjectto changeand pertaintofheprWmtog edatthetmedpu hmtion. Consuryour Sherwin W Iliams represereaave to mtair tine mostrecall Pro ll Data Informal and APPlkaan Buran. WARRANTY The Sherwin -W Name Company wanness our products to be free of maarfacNr- ingdefects in accord with appecaae Sherwin -W clams qualay canbolprocedures. Ualllryfor products proven defectiee, if any, Is limited to replacemeraonne defec- five product or the refund of the purchase price paid forms defetlive proud as determined by Sherwin-Williams. NO OTHER WARRANTY OR GUARANTEE OFANY KIND IS MADE BY SHERWIN-WILLIAMS, EXPRESSED OR IMPLIED, STATUTORY, BY OPERATION OF LAW OR OTHERWISE, INCLUDING MER- CHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. ORDERING INFORMATION Packaging: Part A: 1 gallon (3.81-) and 5 gallon (18.9L) containers Part B: 1 gallon (3.81-) and 5 gallon (18.9L) containers Weight: 9.4 ■ 0.2 Ib/gal; 1.13 Kg/L mixed, may vary by color GENERAL POLYMERS° 3579 STANDARD EPDXY PRIMER/ BINDER PART GP3579 SERIES PART B GP3579B01 STANDARD HARDENER CLEANUP Clean up mixing and application equipment immediately after use. Use toluene or xylene. Observe all fire and health precau- tionswhen handling or storing solvents. SAFETY Refer to the MSDS sheet before use. Published technical data and instructions are subject to change without notice. Contact your Sherwin-Williams representative for additional technical data and instructions. MAINTENANCE Occasional inspection of the installed material and spot repair can prolong system life. For specific information, Contact your Sherwin-Williams representative. SNIPPING • Destinations East of the Rocky Mountains are shipped F.O.B. Cincinnati, Ohio. • Destinations West of the Rocky Mountains are shipped F.O.B. Victorville, California. Far specific information relating to international shipments, contact your local sales representative. DISCLAIMER The information and recommendations set forth in this Product Data Shell we based upon tests concluded by or on behalf of The Sherwin-Wlllams Company. Such Information and recommendations setforth herein are subjectto changeand pertaintofheprWmtog edatthetmedpu hmtion. Consuryour Sherwin W Iliams represereaave to mtair tine mostrecall Pro ll Data Informal and APPlkaan Buran. WARRANTY The Sherwin -W Name Company wanness our products to be free of maarfacNr- ingdefects in accord with appecaae Sherwin -W clams qualay canbolprocedures. Ualllryfor products proven defectiee, if any, Is limited to replacemeraonne defec- five product or the refund of the purchase price paid forms defetlive proud as determined by Sherwin-Williams. NO OTHER WARRANTY OR GUARANTEE OFANY KIND IS MADE BY SHERWIN-WILLIAMS, EXPRESSED OR IMPLIED, STATUTORY, BY OPERATION OF LAW OR OTHERWISE, INCLUDING MER- CHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. Protective GENERAL POLYMERS° 3746 & HIGH PERFORMANCE EPDXY Marine PART GP3746 SERIES PART GP8746 WffHANrimICROBWLAGEW CortinQS PART B GP3746BOl HARDENER b PART B GP3746B02 FASTCUREHARDENER PRODUCT DESCRIPTION GENERAL POLYMERS 3746 High Performance Epoxy isa Wo -conn - Parretti retortable epoxy and binder resin. It may beuss d directly over primed substrates, a as a glass seal coat over decorative slurry and matter systems. GENERALPOLYMERS 3746 High Performance Epoxy is extremely hard wearing, chemical, impact and abrasion resistant. ADVANTAGES • Impact and abrasion resistant • Durable, easy to dean • Chemical resistant • Suitable for use in USDA inspected facilities • Acceptable for use in Canadian Food Processing facilities ,catego- ries.D2(Conf acceptance dre spedfc panumbers�rexes with ywr SWsales Represi • Available With an antimicrobial agent (GP8746 series) • Tint bases can be tinted using Maxitaner @ 50%int strength See Tinting section for details TYPICAL USES GENERAL POLYMERS 3746 High Performance Epoxy should be used in areas where maintenance of a high performance, aesthetically appealing and chemical resistant epoxy system is required. GENERAL POLYMERS 3746 High Performance Epoxy is suited for use in dean roans, laboratories, workshops, and light assembly areas. LIMITATIONS • Slab an grade requires vapor/moisture barrier. • Substrate must be structurally sound, dry and freeof bond inhibiting contaminants. During installation and initial cure cycle substrate and ambient airtemperature must be at a minimum of 50-F (10-C). Substrate temperature must be at least 5-F (3°C) above the dew point (fa lower temperature installation contad the Technical Service Department). • Maximum dry surface temperature not toexceed 16WF (7VC). • Strictly adhere to published coverage rates. • Apply deer at only 10-15 mils (250-375 microns) maximum par coat. SURFACE PREPARATION Proper inspection and preparation of the substrate to receive resinous material is critical. Read and follow the 'Instructions for Concrete Surface Preparation" (Farm G-1) for complete details. PRODUCT CHARACTERISTICS Finish: Goss Color: Clear, Standard Calm Wide range of aAas possible Volume Solids: 99%, muted Weight Solids: 99%, muted Mix Ratio: 2:1 VOC (EPA Method 24): <100 g/L; 0.83 lbs/gal (as applied) Recommended Soreadina Rate der coat: MinimumMaximum mils (m icrons): 10.0 (250) 30.0 (750) ver�esq Pogal(nh'tL): 53 (1.3) 159 (3.9) PRODUCT CHARACTERISTICS (CONT D) Dwina Schedule 0 10.0 mils (250 microns) wet: @ 55°F (13°C) @T F(22°C) @WF(35°C) Standard Hardener: 5D% RH Flammability To loudi 16-24 hours &12 hours 4-8 hours To recoat: -12,4Wpe Hardness, Shore D minimum 24 hours %hours 6hours maximum 48 hours 24 hours 24 hours Foot traffic: 48 hours 24 hours 18hours Heavy traffic: 96 hours 72 hours Whours Full cure: 7tlays 7tlays 7tlays Fast Cure Hardener: To touch: 3-4 hours To recoat minimum 6 maximum 12 Foot traffic: 1612 hours Haavy traffic: 24 hours Full cure: 7tlays ffmaximum mccat time is exceeded, abrade surface be/as recoeting. Dryingtime is temperature, huni and film thickness dependent. Pd Lib (Sanclard) W minutes 40 minutes 20 minutes gallon mass Pd Lib )Fad Cu,.) 25 minutes Began mass Shelf life: Pat A: 18 anent s. unapened Pat B (Standard): 12 mantis, unopened Pat B (Fast Cure): 12 mantis, unopened Store indoors at Q0 F 4.YC to 100°F 3WC PERFORMANCE CHARACTERISTICS Test Name Test Method Results Abrasion Resistance ASTM D4080, CS17wheel, 1000 cycles 76 mg loss Adhesion ACI 503R 300 psi, concrete failure Flammability Sell -extinguishing over concrete Flexural Strength ASTM D790 -12,4Wpe Hardness, Shore D ASTM D 2240 77 Impact Resistance MIL -63134) Died: i80iH1, Reverse : M ini 'Surface Burning ASTME84/ NFPA255 Flame Spread Index 20; Sandi Development Index W Tdhsie Strergtlh I ASTM DOB I 3527.4 psi `GENERAL POLYMERS 3,177 x11.5 mis (40 miorans) DFT lapcoaled with GENERAL POLYMERS 3748 417.5 mils(438 minons) Di www.shervan-williams.com/protective, on Protective GENERAL POLYMERS° 3746 & HIGH PERFORMANCE EPDXY Marine PART GP3746 SERIES PART GP8746 WITHANrimICROBUILAGENT CoatinQS PART B GP3746BOl HARDENER b PART B GP3746B02 FAST CURE HARDENER 20 PRODUCT INFORMATION STORAGE /APPLICATION CHEMICAL RES/STANCE For comprehensive chemical resistance information, consult the • MATERIAL DELIVERY AND STORAGE Chemical Resistant Guide and contact the Technical Service Department. Store materials in accordance instructions, with seals and labels intactand legible. Keep resins, hardeners, and solvents separated CLEANUP from each other and away from sources of ignition. 18 months shelf life is expected for products stored between 40°F (4.5°C) - Clean up mixing and application equipment immediately after use. 100-F (38°C). Use toluene or xylene. Observe all fire and health precautions when handling or storing solvents. • APPLICATION INSTRUCTIONS 1. Premix GP3746 (resin) using a low speed drill and Jiffy blade. SAFETY Mix for one minute and until uniform, exercising caution not to Refer to the SDS sheet before use. introduce air into the material. Published technical data and instructions are subject to change 2. Add 2 parts GP3746 (resin) to 1 part GP3746B (hardener) by without notice. Contact your Sherwin-Williams representative volume. Mix with low speed drill and Jiffy blade for three minutes for additional technical data and instructions. and until uniform. To insure proper system cure and performance, strictly follow mix ratio recommendations. MAINTENANCE 3. Apply GP3746 using a squeegee or trowel and back roll with a Occasional inspection of the installed material and spot repair can 3/8" nap roller at a spread rate of 50-160 square feet per gallon prolong system life. For specific information, contact the Technical (1.3-4.0 meters squared per liter) to yield 10-30 mils (250-750 SeMce Department. microns) WFT making sure of uniform coverage. Take care not to puddle materials and insure even coverage. 4. Allow to cure 24 hours minimum before opening to traffic and 72 hours before water exposure. Note: Epoxy materials will appear to becured and"dryto touch" prior DISCLAIMER to full chemical cross linking. Allowepoxy to cure a minimum of 3days prior to exposure to water or other chemicals for best performance. The information and recommendations sec forth in this Product Data Sheet are based upon tests con du died by or on behalf of The Sherwin-0191iams Company. Such 'Norm ati on and recommendations set forth herein are subject to chal areal pertain to the produ pt offered at th a tim a of IF up llcation. Con sultyour Shealn- TINTING W Ili am s rep resentative to obtain th e m ost recent Prod uct Data Information aed Application Bulletin. Tint bases can be tinted using Maxitoners @ 50% tint strength. No more than 6 oz. of Maxitoner colorant for the Ultra Deep Base and no more than 2 oz. of Maxitoner colorant for the White Base. Ensure that the colorant is thoroughly incorporated prior to use. WARRANTY The Sherwin -W Illams Company warrants our products to be tee of manufanWr- DO not tinct package colors. Ing defectsii accord with applicable Sherwin -W Illams quality conbolpr«eaves. Llabllityforproducts proven defective, if any, Is limited to replacement came defec- tive product or the refund of the purchase price paid for the aefectil product as determined by Sherwin -W Illams. NO OTHER WARRANTY OR GUARANTEE OFANY KIND IS MADE BY SHERWIN-WILLIAMS, EXPRESSED OR IMPLIED, STATUTORY, BY OPERATION OF LAW OR OTHERWISE, INCLUDING MER- CHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. www.shevrin-wlliam s.com/proteclive SHERWIN-WILLIAMS. At Protective & Marine Coatings Coating Recommendations Project New Sherwin-Williams Store Secondary Containment Area Date: 8.26.20 Owner Sherwin-Williams Prepared for Service Condition Surface Preparation First Coat Intermediate Coat Topcoat Notes Secondary Containment Area Substrate Concrete SSPC SP13/6NACE General Polymers 3579 Primer General Polymers 3746 Epoxy DFT Sqftpergal DFT Sqftpergal DFT Sgft per gal 8.0-10.0 160-190 8.0-10.0 160-200 Substrate DFT Sgftper gal DFT Sqftpergal DFT Sgft per gal Substrate DFT Sgftper gal DFT I SqftpergalDFT Sgft per gal Mark Widseth I Protective Coatings Speciahst I The Sherwin-Williams Company Cell: 1-406-670-28091 Email: marka widseth@sherwimcom SSPC-SP 13/NACE No.6 Reaffirmed March 17, 2003 Joint Surface Preparation Standard SSPC-SP 13/NACE No. 6 Surface Preparation of Concrete This SSPC: The Society for Protective Coatings/NACE International (NACE) standard represents a consensus of those individual members who have reviewed this document, its scope, and provisions. It is intended to aid the manufacturer, the consumer, and the general public. Its acceptance does not in any respect preclude anyone, whether he has adopted the standard or not, from manufacturing, marketing, purchasing, or using products, processes, or procedures not addressed in this standard. Nothing contained in this SSPC/NACE standard is to be construed as granting any right, by implication or otherwise, to manufacture, sell, or use in connection with any method, apparatus, or product covered by Letters Patent, or as indemnifying or protecting anyone against liability for infringement of Letters Patent. This standard represents current technology and should in no way be interpreted as a restriction on the use of better procedures or materials. Neither is this standard intended to apply in all cases relating to the subject. Unpredictable circumstances may negate the usefulness of this standard in specific instances. SSPC and NACE assume no responsibility for the interpretation or use of this standard by other parties and accept responsibility for only those official interpretations issued by SSPC or NACE in accordance with their governing procedures and policies which preclude the issuance of interpretations by individual volunteers. Users of this SSPC/NACE standard are responsible for reviewing appropriate health, safety, environmental, and regulatory documents and for determining their applicability in relation to this standard prior to its use. This SSPC/NACE standard may not necessarily address all potential health and safety problems or environmental hazards associated with the use of materials, equipment, and/or operations detailed or referred to within this standard. Users of this SSPC/NACE standard are also responsible for establishing appropriate health, safety, and environmental protection practices, in consultation with appropriate regulatory authorities if necessary, to achieve compliance with any existing applicable regulatory requirements prior to the use of this standard. CAUTIONARY NOTICE: SSPC/NACE standards are subject to periodic review, and may be revised or withdrawn at any time without prior notice. The user is cautioned to obtain the latest edition. SSPC and NACE require that action be taken to reaffirm, revise, or withdraw this standard n0 later than five years from the date of initial publication. Reaffirmed 2003-03-17 Approved 1997 02003, SSPC: The Society for Protective Coatings and NACE International 2-105 SSPC-SP 13/NACE No. 6 Reaffirmed March 17. 2003 Foreword This standard covers the preparation of concrete surfaces prior to the application of protective mating or lining systems. This standard should be used by specifiers, applicators, inspectors, and others who are responsible for defining a standard degree of cleanliness, strength, profile, and dryness of prepared concrete surfaces. This standard was originally prepared in 1997 by SSPC/NACE Joint Task Group F on Surface Preparation of Concrete. It was reaffirmed in 2003 by SSPC Group Committee C.2 on Surface Preparation and NACE Specific Technology Group 04 on Protective Coatings and Linings— Surface Preparation. This standard is issued by SSPC Group Committee C.2 and by NACE International under the auspices of STG 04. 2-106 SSPC-SP 13/NACE No.6 Reaffirmed March 17, 2003 Joint Surface Preparation Standard SSPC-SP 13/NACE No. 6 Surface Preparation of Concrete Contents 1. General............................................................................................................................ 2. Definitions........................................................................................................................ 3. Inspection Procedures Prior to Surface Preparation....................................................... 4. Surface Preparation........................................................................................................ 5. Inspection and Classification of Prepared Concrete Surfaces ........................................ 6. Acceptance Criteria......................................................................................................... 7. Safety and Environmental Requirements........................................................................ References............................................................................................................................ AppendixA: Comments........................................................................................................ Table 1: Suggested Acceptance Criteria for Concrete Surfaces AfterSurface Preparation................................................................................................ Table Al: Typical Surface Properties of Finished Concrete ................................................. Table A2: Surface Preparation Methods............................................................................... 2-107 SSPC-SP 13/NACE No. 6 Reaffirmed March 17. 2003 Section 1: General 1.1 This standard gives requirements for surface prepare- range should be specified in the procurement documents tion of concrete by mechanical, chemical, or thermal meth- (project specifications). ods prior to the application of bonded protective coating or lining systems. 1.5 The mandatory requirements of this standard are given in Sections 1 to 7 as follows: 1.2 The requirements of this standard are applicable to all types of cementitious surfaces including cast -in-place con- crete floors and walls, precast slabs, masonry walls, and shotcrete surfaces. 1.3 An acceptable prepared concrete surface should be free of contaminants, laitance, loosely adhering concrete, and dust, and should provide a sound, uniform substrate suitable for the application of protective coating or lining systems. 1.4 When required, a minimum concrete surface strength, maximum surface moisture content and surface profile Section 1: General Section 2: Definitions Section 3: Inspection Procedures Prior to Surface inert aggregates, such as sand and gravel, which is mixed Preparation Section 4: Surface Preparation Section 5: Inspection and Classification of Prepared Concrete Surfaces Section 6: Acceptance Criteria Section 7: Safety and Environmental Requirements 1.6 Appendix Adoes not contain mandatory requirements. Section 2: Definitions Coating: See Protective Coating or Lining System. Hardener (Concrete): A chemical (Including certain fluoro - silicates or sodium silicate) applied to concrete floors to Concrete: A material made from hydraulic cement and reduce wear and dusting. inert aggregates, such as sand and gravel, which is mixed with water to a workable consistency and placed by various High -Pressure Water Cleaning (HP WC): Water cleaning methods to harden and gain strength. performed at pressures from 34 to 70 MPa (5,000 to 10,000 psig) a Curing (Concrete): Action taken to maintain moisture and temperature conditions in a freshly placed cementitious mix- High -Pressure Waterjettirg (HP WJ): Watedeffing per- ture to allow hydraulic cement hydration so that potential formed at pressures from 70 to 210 MPa (10,000 to 30,000 properties of the mixture may develop. prig).' Curing Compound (Membrane Curing Compound): A Honeycomb: Voids leg in concrete due to failure of the liquid that can be applied as a coating to the surface of mortar to effectively fill the spaces among coarse aggregate newly placed concrete to retard the loss of water.' particles.' Efflorescence: A white crystalline or powdery deposit on the surfaceof concrete. Efflorescence results from leaching of lime or calcium hydroxide out of a permeable concrete mass over time by water, followed by reaction with carbon dioxide and acidic pollutants.2 Fin: A narrow linear projection on a formed concrete sur- face, resulting from mortar flowing into spaces in the form work.' Finish: The texture of a surface after consolidating and fin- ishing operations have been performed.' Finishing: Leveling, smoothing, consolidating, and other- wise treating surfaces of fresh or recently placed concrete or mortar to produce desired appearance and service.' 2-108 Laitance: A thin, weak, bridle layer of cement and aggre- gate fines on a concrete surface. The amount of laitance is influenced by the type and amount of admixtures, the de- gree of working, and the amount of water in the concrete.2 Lining: See Protective Coating or Lining System. Placing: The deposition, distribution, and consolidation of freshly mixed concrete in the place where it is to harden.' Porosity: Small voids that allow fluids to penetrate an otherwise impervious material. Protective Coating or Lining System (Coating): For the purposes of this standard, protective coating or lining sys- tems (also called protective barrier systems) are bonded thermoset, thermoplastic, inorganic, organiclincrganic hy- brids, or metallic materials applied in one or more layers by various methods such as brush, roller, trowel, spray, and thermal spray. They are used to protect concrete from degradation by chemicals, abrasion, physical damage, and the subsequent loss of structural integrity. Other potential functions include containing chemicals, preventing staining of concrete, and preventing liquids from being contaminated by concrete. Release Agents (Form -Release Agents): Materials used to prevent bonding of concrete to a surface.' Sealer (Sealing Compound): A liquid that is applied as a coating to a concrete surface to prevent or decrease the penetration of liquid or gaseous media during exposure. Some curing compounds also function as sealers. Soundness: A qualitative measure of the suitability of the concrete to perform as a solid substrate or base for a met- ing or patching material. Sound concrete substrates usually exhibit strength and cohesiveness without excessive voids or cracks. SSPC-SP 13/NACE No.6 Reaffirmed March 17, 2003 Spelling (Concrete): The development of spalls which are fragments, usually in the shape of a flake, detached from a larger mass by a blow, by the action of weather, by pres- sure, reysure, or by expansion within the larger mass.' Surface Porosity: Porosity or permeability at the concrete surface that may absorb vapors, moisture, chemicals, and coating liquids. Surface Preparation: The method or combination of metlF ods used to clean a concrete surface, remove loose and weak materials and contaminants from the surface, repair the surface, and roughen the surface to promote adhesion of a protective coating or lining system. Surface Profile (Texture): Surface contouras viewed from edge. Surface Air Voids: Cavities visible on the surface of a solid. Section 3: Inspection Procedures Prior to Surface Preparation 3.1 Concrete shall be inspected prior to surface prepare - tion to determine the condition of the concrete and to deter- mine the appropriate method or combination of methods to be used for surface preparation to meet the requirements of the coating system to be applied. Inherent variations in sur- face conditions seen in walls and ceilings versus those in floors should be considered when choosing surface prepar- ation methods and techniques. Forexample, walls and ceil- ings are much more likely than floors to contain surface air voids, fins, fou -release agents, and honeycombs. 3.2 Visual Inspection All concrete surfaces to be prepared and coated shall be visually inspected for signs of concrete defects, physical damage, chemical damage, contamination, and excess moisture. 3.3 Concrete Cure All concrete should be cured using the procedures de- scribed in ACI(') 308.° Curing requirements include main- taining sufficient moisture and temperatures for a minimum time period. Surface preparation performed on insufficiently cured or low -strength concrete may create an excessively coarse surface prole or remove an excessive amount of concrete. 3.4 Concrete Defects Concrete defects such as honeycombs and walling shall be repaired. The (procedures described in NACE Standard RP0390,6 ICRIh 03730,6 or ACI 3017 may be used to en- sure that the concrete surface is sound prior to surface preparation. 3.5 Physical Damage 3.5.1 Concrete should be tested for soundness by the qualitative methods described in NACE Publication 6,31916 or Paragraph A1.4.3. 3.5.2 When qualitative results are indeterminate, or when a quantitative result is specified, concrete shall be tested for surface tensile strength using the metl} ods described in Paragraph A1.6. 3.5.3 Concrete that has been damaged because of physical forces such as impact, abrasion, or corrosion of reinforcement shall be repaired prior to surface prep- aration fl the damage would affect coating perform- ance. Repairs should be made in accordance with ACI 301,7 NACE Standard RP0390,6 or Paragraph A1.4. 3.6 Chemical Damage 3.6.1 Concrete is attacked by a variety of chemicals, as detailed in ACI 515.1 Rand PCA(a) 1$001.10 "� American Conc2te Institute Inlemational (ACI), 38800 International Way, Country Club Drive, Farmington Hills, MI 48331. ai Intemational Concrete Repair Institute (ICRI), 3166S. River Road, Suite 132, Des Plaines, IL 60018. 01 Portland Cement Association (PCA), 5420 Old Orchard Rd., Skokie, IL 600Tr. 2-109 SSPC-SP 13/NACE No. 6 Reaffirmed March 17. 2003 3.6.2 All concrete surfaces that have been exposed to chemicals shall be tested and treated for Contamination as described in Paragraph 3.7. 3.6.3 Concrete that has been exposed to chemicals shall be tested for soundness by the qualitative metl} ods described in NACE Publication 6,31918 or Para- graph A1.4.3. 3.7 Contamination 3.7.1 Contamination on concrete surfaces includes all materials that may affect the adhesion and perform- ance of the Coating to be applied. Examples include, but are not limited to, din, oil, grease, chemicals, and existing incompatible coatings. 3.7.2 Contamination may be detected by methods de- scribed in NACE Publication 6,31918 and Paragraph A1.5. These methods include, but are not limited to, visual examination, water drop (contact angle) meas- urement, pH testing, petrographic examination, and various instrumental analytical methods. Core samp- ling may be required to determine the depth to which the contaminant has penetrated the concrete. 3.7.3 Concrete surfaces that are contaminated or that have existing coatings shall be tested by the method described in Paragraph A1.6.3 to determine whether the contamination or existing coating affects the ad- hesion and performance of the coating to be applied. Concrete surfaces that have existing coatings shall also be tested by the method described in Paragraph A1.6.3 to determine whether the existing Coating is sufficiently bonded to the concrete. 3.7.4 In extreme cases of concrete damage or degra- dation, or thorough penetration by contaminants, com- plete removal and replacement of the concrete may be required. 3.8 Moisture Moisture levels in the concrete may be determined by the methods described in Paragraph 5.6. Section 4: Surface Preparation 4.1 Objectives 4.1.8 Al prepared concrete surfaces shall be repaired to the level required by the coating system in the in - 4.1.1 The objective of surface preparation is to pro- tended service condition. duce a concrete surface that is suitable for application and adhesion of the specified protective coating sys- 4.2 Surface Cleaning Methods tem. 4.1.2 Protrusions such as from buns, sharp edges, fns, and concrete spatter shall be removed during sur- face preparation. 4.1.3 Voids and other defects that are at or near the surface shall be exposed during surface preparation. 4.1.4 All concrete that is not sound shall be removed so that only sound concrete remains. 4.1.5 Concrete damaged by exposure to chemicals shall be removed so that only sound concrete remains. 4.1.6 Al contamination, form -release agents, efflor- escence, curing compounds, and existing Coatings determined to be incompatible with the coating to be applied shall be removed. 4.1.7 The surface preparation method, or combination of methods, should be chosen based on the condition of the concrete and the requirements of the coating system to be applied. 4.2.1 The surface cleaning methods described in Par- agraphs 4.2.2 and 4.2.3 shall not be used as the sole surface preparation method of Concrete to be coated as they do not remove laitance or Contaminants or alter the surface prole of concrete. These methods shall be used as required, before and/or atter the mechan- ical and chemical methods described in Paragraphs 4.3 and 4.4. 4.2.2 Vacuum cleaning, air blast cleaning, and water cleaning as described in AST04I D 4258" may be used to remove din, loose material, and/or dust from concrete. 4.2.3 Detergent water cleaning and steam cleaning as described in ASTM D 4258" may be used to remove oils and grease from concrete. 4.3 Mechanical Surface Preparation Methods 4.3.1 Dry abrasive blasting, wet abrasive blasting, vac- uum -assisted abrasive blasting, and centrifugal shot blasting, as described in ASTM D 4259,12 may be used to remove contaminants, laitance, and weak concrete, International, 100 Barr Harbor Dr., West Conshohocken, PA 19428-2959. 2-110 to expose subsurface voids, and to produce a sound concrete surface with adequate prole and surface porosity. 4.3.2 High-pressure water cleaning or watedettin9 methods as described in SSPGSP 12/NACE No. 5, ASTM D 4259,'2 or "Recommended Practices for the Use of Manually Operated High Pressure Water Jetting Equipment; may be used to remove contaminants, laitance, and weak concrete, to expose subsurface voids, and to produce a sound concrete surface with adequate prole and surface porosity. 4.3.3 Impact -tool methods may be used to remove existing coatings, laitance, and weak concrete. These methods include scarityirg, planing, scabblim, and rot- ary peening, as described in ASTM D 4259. Impact - tool methods may fracture concrete surfaces or cause microcracking and may need to be followed by one of the procedures in Paragraphs 4.3.1 or 4.3.2 to produce a sound concrete surface with adequate prole and surface porosity. The soundness of a concrete surface prepared using an impact method may be verifed by one of the surface tensile strength tests described in Paragraph A1.6. 4.3.4 Power -tool methods, including circular grinding, sanding, and wire brushing as described in ASTM D 4259,' may be used to remove existing coatings, lait- ance, weak concrete, and protrusions in concrete. These methods may not produce the required surface prole and may require one of the procedures de- scribed in Paragraphs 4.3.1 or 4.3.2 to produce a con- crete surface with adequate prole and surface poro- sity. 4.3.5 Surface preparation using the methods de- scribed in Paragraphs 4.3.1 through 4.3.4 shall be per- formed in a manner that provides a uniform, sound sur- face that is suitable for the specified protective coating system. 4.4 Chemical Surface Preparation Acid etching, as described in ASTM D 42601° and NACE Standard RP0892,1° may be used to remove lallance and weak concrete and to provide a surface prole on horizontal concrete surfaces. This method requires complete removal of all reaction products and pH testing to ensure neutrali- zation of the ack1. Acid etching is not recommended for ver- tical surfaces and areas where curing compounds or ceal- am have been used. Acid etching shall only be used where procedures for handling, containment, and disposal of the hazardous materials are in place. Acid etching with hydro- chlodc acid shall not be used where corrosion of metal in the concrete (rebar or metal fibers) is likely to occur. SSPC-SP 13/NACE No.6 Reaffirmed March 17, 2003 4.5 Flame (Thermal) Cleaning and Blasting 4.5.1 Flame cleaning using a propane torch or other heat source may be used to extract organic contamin- ants from a concrete surface. To remove the extracted contaminants this type of cleaning may need to be fol- lowed by the cleaning methods described in ASTM D 4258." 4.5.2 Flame cleaning and blasting using oxygen -acet- ylene fame blasting methods and proprietary delivery equipment may be used to remove existing coatings, contaminants, and laitance and/or create a surface pro- file on sound concrete. 4.5.3 The extent of removal when employing fame methods is affected by the rate of equipment advance- ment, the fame adjustment, and the distance between the fame and the concrete surface. Surface prepare - tion using flame methods shall be performed in a man- ner that provides a uniform, sound surface that is suit- able for the specified protective coating system. 4.5.4 High temperatures reduce the strength of or damage concrete; therefore, surfaces prepared using flame methods shall be tested for soundness and sur- face tensile strength. Concrete surfaces found to be unsound or low in tensile strength shall be repaired or prepared by other mechanical methods described in Paragraph 4.3. 4.6 Surface Cleanliness After the concrete surface has been prepared to the required soundness and surface prole, surfaces may still need to be cleaned by one of the methods described in Paragraph 4.2 to remove the residue created by the surface preparation method or to remove spent media. 4.7 Moisture Content If the moisture level in the concrete is higher than the spec - fled limit tolerable by the coating, the concrete shall be dried or allowed to dry to the level specified in the procure- ment documents before inspection and application of the coating (see Paragraph 5.6). 4.8 Patching and Repairs 4.8.1 Prior to proceeding with patching and repairs, the prepared concrete surface shall be inspected according to Section 5. After the patching and repairs of the concrete surface are completed, the repaired areas shall be reinspected according to Section 5. 4.8.2 All gouges, surface air voids, and other surface anomalies shall be repaired to a level required by the coating system as specified in the procurement dcou- ments. psi WaterJel Technology Association, 917 Locust, Suite 1100, St. Wuis, MO 63101-1419. 2-111 SSPC-SP 13/NACE No. 6 Reaffirmed March 17. 2003 4.8.3 Al repair materials, both cementitious and poly- meric, should be approved or recommended by the coating manufacturer as being compatible with the coating to be applied. Repair materials not recom- mended or approved by the coating manufacturer shall be tested for compatibility prior to their application. 4.8.4 The repair material shall be cured according to the manufacturers published instructions. 4.8.5 The repaired section may require additional sur- face preparation prior to coating application. Section 5: Inspection and Classification of Prepared Concrete Surfaces 5.1 SurfaceTensile Strength 5.4.2 Prepared concrete surfaces may be inspected for surface cleanliness by lightly rubbing the surface 5.1.1 All prepared concrete surfaces should be tested with a dark cloth or pressing a translucent adhesive for surface tensile strength after cleaning and drying tape on the surface. The test method and acceptable but prior to making repairs or applying the coating. level of residual dust shall be agreed on by all parties. 5.1.2 Surface tensile strength should be tested using a method agreed upon by all parties. (See Paragraph A1.6 for commentary on these methods.) 5.2 Coating Adhesion 5.2.1 If specified in the procurement documents and accepted by all parties, a test patch shall be applied to determine the compatibility of and adhesion between the prepared surface and the coating system. (See Paragraph A1.6.3 for commentary on this method.) 5.2.2 Coating adhesion should be tested using one of the methods agreed upon by all parties. (See Para- graph A1.6 for commentary on these methods.) 5.3 Surface Profile 5.3.1 If a specific surface prole is required for the per- formance of the coating system to be applied, the pro- file shall be specified in the procurement documents. 5.3.2 The surface profile of prepared concrete sur- faces should be evaluated after cleaning and drying but prior to repairs or application of the mating. 5.3.3 The surface prole may be evaluated by com- paring the prole of the prepared concrete surface with the prole of graded abrasive paper, as described in ANSI(6) 13 74.18,18 by comparing the prole with the CRI Guideline No. 037321 (surface prole chips), or by another agreed-upon visual comparison. 5.4 Surface Cleanliness 5.4.1 All prepared concrete surfaces shall be impact- ed for surface cleanliness after cleaning and drying but prior to making repairs or applying the coating. If the concrete surfaces are repaired, they shall be reinspect- ed for surface cleanliness prior to applying the coating. 5.4.3 The method used to verity compatibility of the coating to be applied over a contaminated surface or over contaminated surfaces that have been cleaned and prepared should be approved by the coating man- ufacturer and specified in the procurement documents. 5.5 pH 5.5.1 If a specific pH range is required for proper per- formance of the coating system to be applied, the pH of the concrete shall be specified in the procurement doo- uments. 5.5.2 The pH of concrete surfaces prepared by acid etching should be tested after etching and rinsing but before the prepared surface has dried. 5.5.3 ASTM D 426218 should be used to determine pH. 5.6 Moisture Content 5.6.1 If a specific moisture content is required for pro- per performance of the coating system to be applied, the moisture content of the concrete shall be specified in the procurement documents. 5.6.2 Prepared concrete surfaces should be tested for residual moisture after cleaning and drying but prior to the application of the coating. 5.6.3 ASTM D 4263," ASTM F 1869,20 or ASTM F 217021 should be used to determine the residual moist- ure content in concrete. 5.6.4 If required or accepted by all parties, any of the methods described in Paragraph A1.8.4 may be used to determine the moisture content of the concrete sur- face. 01 American National Standards Institute (ANSI),1819 L Street NW, Washington, DC 20036. 2-112 SSPC-SP 13/NACE No.6 Reaffirmad March 17, 2003 Section 6: Acceptance Criteria 6.1 The acceptance criteria for prepared concrete surfaces 6.2 The procurement documents may refer to the specifi- shall be specified in the procurement documents. cations in Table 1. Table 1: Suggested Acceptance Criteria for Concrete Surfaces After Surface Preparation Property Test Method Light ServicetA) Severe Serviceta) Surface tensile strength See Paragraph A1.6 1.4 MPa (200 psi) min. 2.1 MPa (300 psi) min. Surface profile Visual comparison's Fine (150) abrasive paper min. Coarse (60) abrasive paper min. Surface cleanliness Visible dust" No significant dust No significant dust Residual contaminants Water drop1" 0* contact angle 0* contact angle pH ASTM D 426218 (pH of rinse water) -1, +2(c) (pH of rinse water) -1, +2(c) Moisture content(D) ASTM D 4263" No visible moisture No visible moisture Moisture content(D) ASTM F 186e 15 g/24 hr/m2 (3 Ib/24 hr/1,000 fl?) max. 15 g/24 hr/m2 (3 Ib/24 hr/1,000 fly) max. Moisture content(D) ASTM F21702' 80% max. 80% max. ai Light service refers to surfaces and coatings that have minimal exposure to traffic, chemicals, and changes in temperature. mi Seven; service refers to surfaces and coatings that have significant exposure to traffic, chemicals, and/or changes in temperature. )q The acceptance criterion for ASTM D 4262 is as follows: The pH reatlings following the final rinse shall not be more than 1.0 lower or 2.0 hg her than the pH of the rinse water (tested at the beginning and end of the final rinse Cycle) unless otherwise sirecifietl. wi Any one of Nese three moisture content test methods is acceptable. Section 7: Safety and Environmental Requirements 7.1 Disposal of contaminants, old coatings, acid from etch- 7.2 Handling of hazardous materials, machinery opera ing, and contaminated water and blasting media shall com- tions, worker protection, and control of airborne dust and ply with all applicable facility, local, state, and federal regula fumes shall comply with all applicable facility, local, state, tions. and federal health and safety regulations. References 1. ACI 116R (latest revision), "Cement and Concrete 6. ICRI Guideline No. 03730 (latest revision), "Guide for Terminology (Farmington Hills, MI: ACI). Surface Preparation for the Repair of Deteriorated Concrete Resulting from Reinforcing Steel Corrosion (Des Plaines, 2. SSPC-Guide 11 (latest revision), "Guide for Coating IL: ICRI). Concrete (Pittsburgh, PA SSPC). 7. ACI 301 (latest revision), "Specifications for Structural 3. SSPC-SP 12/NACE No. 5, "Surface Preparation and Concrete (Farmington Hills, MI: ACI). Cleaning of Metals by Watedeaing Prior to Coating" (Pittsburgh, PA SSPC, and Houston, TX: NACE). 8. NACE Publication 6G191 (withdrawn), "Surface Prep- aration of Contaminated Concrete for Corrosion Control" 4. ACI 308 (latest revision), "Standard Practice for Curing (Houston, TX: NACE ). (Available from NACE as an Concrete (Farmington Hills, MI: ACI). historical document only). 5. NACE Standard RP0390 (latest revision), "Mainten- 9. ACI 515.1R (latest revision), "Guide to the Use of ance and Rehabilitation Considerations for Corrosion Con- Waterproofing, Dampproofing, Protective, and Decorative trol of Existing Steel -Reinforced Concrete Structures Barrier Systems for Concrete (Farmington Hills, MI: ACI). (Houston, TX: NACE). 2-113 SSPC-SP 13/NACE No. 6 Reaffirmed March 17. 2003 10. IS001 (latest revision), "Effects of substances on con- crete and guide to protective treatments" (Skokie, IL: PCA). 11. ASTM D 4258 (latest revision), "Standard Practice for Surface Cleaning Concrete for Coating (West Consho- hocken, PA ASTM). 12. ASTM D 4259 (latest revision), "Standard Practice for Abrading Concrete (West Conshohocken, PA ASTM). 13. "Recommended Practices for the Use of Manually Operated Higl}Pressure Water Jetting Equipment" (latest revision) (St. Louis, MO: WaterJet Technology Assoo- iation). 14. ASTM D 4260 (latest revision), "Standard Practice for Acid Etching Concrete (West Conshohocken, PA ASTM). 15. NACE Standard RP0892 (latest revision), "Coatings and Linings Over Concrete for Chemical Immersion and Containment Service (Houston, TX: NACE). 16. ANSI B74.18 (latest revision), "Specifications for Grad- ing of Certain Abrasive Grain on Coated Abrasive Products" (Washington, DC: ANSI). 17. ICRI Guideline No. 03732 (latest revision), "Selecting and Specifying Concrete Surface Preparation for Sealers, Coatings, and Polymer Overlays" (Des Plaines, IL: ICRI). 18. ASTM D 4262 (latest revision), "Standard Test Method for pH of Chemically Cleaned or Etched Concrete Surfaces (West Conshohocken, PA ASTM). 19. ASTM D 4263 (latest revision), "Standard Test Method for Indicating Moisture in Concrete by the Plastic Sheet Method" (West Conshohocken, PA ASTM). 20. ASTM F 1869 (latest revision), "Standard Test Method for Measuring Moisture Vapor Emission Rate of Concrete Subficor Using Anhydrous Calcium Chloride (West Coo- shohocken, PA ASTM). 21. ASTM F 2170 (latest revision), "Standard Test Method for Determining Relative Humidity in Concrete Floor Slabs Using In Situ Probes (West Conshohocken, PA ASTM). 22. F.S. Geffant, "Contaminated Concrete -Effect of Sur- face Preparation Methods on Coating Performance; Jour- nal of Protective Coatings and Linings (JPCL) 12, 12 (1995): pp. 6372. 23. T.I. Aldinger, B.S. Fultz, "Keys to Successfully Prep- aring Concrete for Coating; JPCL 6, 5 (1989): pp. 34-00. 24. T. Dudick, "Concrete Standards for Resinous Top- pings; SSPC 93-06: Innovations for Preserving and Pro- tecting Industrial Structures, November 13-18, 1993 (Pitts- burgh, Pittsburgh, PA SSPC, 1993). 25. R. Boyd, "Quality Control in Cleaning and Coating Coo- crete; SSPC 91-19: Protective Coatings for Flooring and Other Concrete Surfaces, November 1315, 1991 (Pitts 2-114 burgh, PA SSPC, 1991), pp. 5-7 26. L.D. Vincent, Corrosion Prevention by Protective Coat- ings, 2"d ad. (Houston, TX: NACE, 1999). 27. SSPC-TU 2/NACE 6G197 (latest revision), "Design, Installation, and Maintenance of Coating Systems for Coo- crate Used in Secondary Containment," (Pittsburgh, PA SSPC, and Houston, TX: NACE). 28. ASTM PCN: 03-00107314, "Manual of Coating Work for Light -Water Nuclear Power Plant Primary Containment and Other Safety -Related Facilities" (West Conshohocken, PA: ASTM, 1979), pp. 114-119. 29. H.H. Baker, R.G. Pcsgay, "The Relationship Between Concrete Cure and Surface Preparation, JPCL 8, 8 (1991): pp. 5356. 30. F. Hazen, "Repairing Concrete Prior to Lining Second- ary Containment Structures; JPCL 8,1 (1991): pp. 73-79. 31. ASTM PCN: 03-00107314, "Manual of Coating Work for Light -Water Nuclear Power Plant Primary Containment and Other Safety -Related Facilities" (West Conshohocken, PA: ASTM, 1979), pp. 123123. 32. C.T. Grimm, "Cleaning Masonry: A Review of the Liter- ature; Publication #TR 2-88, Construction Research Cen- ter, (Arington, TX: University of Texas at Arington, Noverry bar 1988). 33. S. Leficowitz, "Controlled Decontamination of Con- crete; Concrete: Surface Preparation, Coating and Lining, and Inspection (Houston, TX: NACE, 1991). 34. RA Nixon, "Assessing the Deterioration of Concrete in Pulp and Paper Mills; Concrete: Surface Preparation, Coating and Lining, and Inspection, January 28-30, 1991 (Houston, TX: NACE, 1991). 35. IS214 (latest revision), "Removing Stains and Cleaning Concrete Surfaces; (Skokie, IL: PCA). 36. J. Steele, "Testing Adhesion of Coatings Applied to Concrete; Materials Performance (MP) 33, 11 (1994): pp. 33-36. 37. ASTM D 4541 (latest revision), "Standard Test Method for Pull -Off Strength of Coatings Using Portable Adhesion Testers (West Conshohocken, PA ASTM). 38. ACI 503R (latest revision), "Use of Epoxy Compounds with Concrete (Farmington Hills, MI: ACI). 39. T.K. Greenfield, "Dehumidification Equipment Reduces Moisture in Concrete During Coating Application, MP 33, 3 (1994): pp. 3340. 40. L. Harriman, "Drying and Measuring Moisture in Con- crete—Part I; MP 34,1 (1995): pp. 3436. 41. L. Harriman, "Drying and Measuring Moisture in Con- crete—Part II, MP 34, 2 (1995): pp. 3436. 42. W.H. Riesterer, "Hydrostatic, Capillary, Osmotic and Other Pressures; Innovations for Preserving and Protecting Industrial Structures; November 13-18, 1993 (Pittsburgh, PA SSPC, 1993). 43. ASTM E 1907 (latest revision), "Standard Practices for Determining Moisture -Related Acceptability of Concrete Floors to Receive Moisture -Sensitive Finishes (West Con- shohocken, PA ASTM). 44. N.C. Duvic, "Surface Preparation of Concrete for Appli- cation of Protective Surfacing or Coating; Concrete: Sur- face Preparation, Coating and Lining, and Inspection (Hous- ton, Houston, TX: NACE, 1991). 45. P.J. Fritz, "The Use of Captive Shot (Roto -Peening) for Preparing the Surface of Concrete; SSPC 93-06: Inrwva- A1.1 General�z4,zs SSPC-SP 13/NACE No.6 Reaffirmed March 17, 2003 tions for Preserving and Protecting Industrial Structures, November 13-18, 1993 (Pittsburgh, PA SSPC, 1993), pp. 144-147. 46. K. Pashina, "Planning, Proper Surface Preparation Essential for Successful Coatings; Concrete Repair Bulletin 7,1 (1994): pp. 4-8. 47. ASTM PCN: 03-001070-14, "Manual of Coating Work for Light -Water Nuclear Power Plant Primary Containment and Other Safety -Related Facilities" (West Conshohocken, PA: ASTM, 1979), pp. 124127. 48. T.I. Aldinger, "Coating New Concrete: Why Wait 28 Days?" SSPC 91-19: Protective Coatings for Flooring and Other Concrete Surfaces, November 10-15, 1991 (Pitts- burgh, PA SSPC, 1991), pp. 1-4. 49. J. Steele, "Effective Sealing, Priming and Coating of New and Uncured Concrete; Concrete: Surface Prepara- tion, Coating and Lining, and Inspection, January 28-30, 1991 (Houston, TX: NACE, 1991). Appendix A: Comments (This section dices not contain any mandatory requirements.) A1.1.1 This standard does not recommend surface preparation methods or differentiate levels of surface preparation that are specifically required for various protective system designs, types, thicknesses, and end-use requirements. These specifications should be decided and agreed upon by all parties (the specifier, facility owner, coating manufacturer, and contractor). A1.1.2 Concrete and its surfaces are not homogen- eous or consistent and, unlike steel, cannot be dis- cretely defined. Therefore, visual examination of a con- crete surface is somewhat subjective. The acceptance or rejection of a prepared concrete surface should be based on the results of specific tests, including, but not limited to, tests for surface tensile strength, contam- ination, and moisture. A1.1.3 Joints, cracks, and curing shrinkage of con- crete should be considered in the design of the protect- ive coating system; however, these topics are beyond the scope of this standard. See NACE Standard RP0892,15 ACI 515.1R,9 and SSPC-TU 227/NACE 6,3197 for more information. A1.1.4 When a signifcant amount of weak, deterior- ated, or contaminated concrete is removed during the course of surface preparation to achieve a sound sur- face, the prole of the remaining concrete is often too rough for the intended mating system. In these cases, and where form voids and surface air voids must be 2-115 filled, patching or grouting materials are specified to repair or level the concrete surface. See NACE Stand- ard RP0892,15 ACI 515.1 R,' NACE Standard RP0390,5 SSPC-TU 2/NACE 6,3197,27 and Paragraph A1.4.4 for more information about patching materials. A1.2 Concrete Finishing and Surface Characteristice2' A1.2.1 The method used to finish concrete surfaces affects the concrete's surface profile, composition, por- osity, and density. These surface properties affect the adhesion and performance of concrete coatings. Typi- cal surface properties obtained using the most common finishing methods are given in Table Al. These prop- erties are evaluated prior to surface preparation. A1.2.2 No preferred method of finishing concrete to accept coatings has been established by the concrete coating industry. The surface cure, surface preparation method, and type of coating system to be applied are all factors in determining the suitability of any specific concrete finishing method. For example, broom finish- ing is sometimes used because it gives a prole for the coating; however, most of the prole may be removed during surface preparation fi the surface is not properly cured, negating this inherent advantage of the broom finish. When sacking is used to fill voids in formed con- crete surfaces, subsurface voids are created, and the added cement is usually removed during surface prep- aration due to improper cure of the added cement paste. SSPC-SP 13/NACE No. 6 Reaffirmed March 17. 2003 Table Al: Typical Surface Properties of Finished Concrete Method Profile0" Porosity04 Strengths°t Problems Formed concrete Smooth to medium Low to medium Medium Voids, protrusions, release agents Wood float Medium Medium Medium Metal trowel Smooth Low High impact or abrasion), chemical attack, or rebar cor- Power trowel Smooth Very low High Very dense Broom finish Coarse to very coarse Medium Medium be removed and the surrounding sound concrete Sacking Smooth Low to medium Low to high(a) Weak layer if not properly cured Stoning Smooth to medium Low to medium Low to high(5) Weak layer if not properly cured Concrete block Coarse to very coarse Very high Medium Pinholes Shotcretesel Very coarse Medium Medium Too rough for thin coatings "These surface properties are based on similar concrete mix, placement, and vibration and prior to surface preparation. Strength depends on application and cure. �q Sholcrele may be refinished after placement, which would change the surface properties given in Nis table. A1.2.3 Use of a metal trowel is gaining acceptance A1.4 Identification and Repair of Surface Defects and as the preferred finishing method for horizontal sur- Damage30 faces to be coated, provided the surface is not exces- xcelsively sivelytrowelled, the concrete is cured properly, and the A1.4.1 Physical and Chemical Damage laitance is removed prior to coating. A1.4.1.1 Existing concrete structures that have A1.2.4 Photographic examples of concrete finishes been subjected to mechanical damage (caused by are shown in ASTM PCN:03-40107314.26 impact or abrasion), chemical attack, or rebar cor- rosion are restored to provide a uniform, sound A1.3 Concrete Cure substrate prior to coating application. A1.3.1 Maintaining sufficient moisture and proper A1.4.1.2 In order to best receive and hold the temperature in concrete in the early stages of cure is patching material all deteriorated concrete should important to ensure development of the designed be removed and the surrounding sound concrete strength. Keeping the surface moist until sufficient cut using the procedures described in ICRI strength has developed at the surface is important to 03730.6 Some contaminants have a detrimental ensure formation of sufficient surface strength, to effect on the rebar or the applied coating if they reduce curing, and to reduce surface cracking. are not completely removed. A1.3.2 ACI 308° recommends seven days of moist A1.4.1.3 A number of polymeric grouts and patcl} curing for Type I Portland cement concrete and three ing materials can be used, especially when the days for Type III Portland cement concrete, if the temp- coating is to be applied immediately. Thew mat- erature is above 10°C (50°F). ACI 308 also recorn- edals should be compatible with the coating to be mends numerous methods to properly cure concrete, applied. including the use of sealing materials and other metl} ods to keep concrete moist. A1.4.2 Other Defects and Imperfections A1.3.3 ACI 3084 also gives recommendations on the A1.4.2.1 Defects such as honeycombs, scaling, use of curing compounds, which are commonly used and spalling do not provide a sound, uniform sub - immediately after placement and finishing of concrete strate for the coating. These defects are repaired surfaces to reduce moisture loss and improve surface by removing all unsound concrete and then patcl} cure. The curing compound should either be compat- ing the concrete prior to surface preparation. ible with the coating or be removed during surface NACE Standard RP03905 and ICRI 037306 de - preparation. scribe removal and repair procedures for concrete 2-116 that is spelled because of rebar corrosion. A1.4.2.2 Surface air voids, pinholes, or excessive porosity may affect the application or performance of the coating. The maximum substrate void size or surface porosity that can be tolerated depends on the coating system under consideration. If voids are not filled before the mating is applied, the trapped air vapor expands and contracts and may affect the performance of the mating. For liquid-dch coatings, excess porosity at the surface may result in pinholes in the mating. Voids are usually filled after surface preparation and prior to coating application. A1.4.2.3 Protrusions such as form lines, fins, sharp edges, and spatter may cause holidays or thin sections in the mating if they are not removed. Protrusions and rough edges are usually removed during surface preparation. A1.4.3 Testing for Surface Soundness A1.4.3.1 NACE Publication 6,31918 describes the following commonly used methods for determining surface soundness: A screwdriver, file, or pocket knife is lightly scratched across the concrete surface. If the metal object rides over the surface without loosen- ing any particles and leaves nc more than a shiny mark, the surface is sound. If this process gouges the surface, the surface is not sound. The concrete surface is lightly struck with the edge of a hammer head. If the hammer rebounds sharply with nc more than a small fracture at the impact area, the surface is sound. If it lands with a dull thud and leaves powdered dusts in the indent- ation, the surface is not sound. A chain is dragged across horizontal concrete sur- faces. Differences in sound indicate unsound con- crete and holes or pockets within the concrete. A1.4.4 Patching of Concrete Surface Imperfections A1.4.4.1 Materials such as grouts, putties, and sealers are used to repair, patch, smooth, or seal the concrete surface to provide a substrate that is suitable for the coating system to be applied. These materials are applied after surface prepar- ation and require the following characteristics: (1) good adhesion; (2) adequate strength; (3) lowvolumetrk: and linearshdnkage; 2-117 SSPC-SP 13/NACE No.6 Reaffirmed March 17, 2003 (4) compatibility with the mating to be applied; and (5) proper consistency for the application. In addition, the patching material is often required to cure sufficiently, be traffic bearing, and be ready to remat in a short time frame (usually within 24 hours). A1.4.4.2 Shrinkage of the patching material may reduce the adhesion of that material to the con- crete substrate. Differences in thermal expansion between the concrete, patching material, and coat- ing system cause stresses during thermally in- duced movement that may reduce adhesion be- tween these layers. A1.4.4.3 The most common types of patching mat- edals are cementitious, polymer -modified cementi- tious (usually acrylic), and polymeric (usually epoxy). Cementilious materials are lower in cost than polymeric materials, but polymeric materials generally cure faster and have higher strengths, better adhesion, and increased chemical resist- ance. A1.4.4.4 Patching materials are available in a range of consistencies for application to vertical or horizontal surfaces by a variety of methods. The amount of filler also varies. For example, grouts for deep patching are typically highly filled, while porosity sealers may be minimally filled or unfilled. Numerous proprietary materials are low -shrinking, ncnshdnking, or expanding. A1.4.4.5 Additional surface preparation may need to be performed on cured patching materials to ensure that the laitance is removed and/or that the patched surface meets the prole requirements of the coating system. A1.4.4.6 Photographic examples of patched con- crete surfaces are shown in ASTM PCN:03 40107314.31 A1.5 Identification and Removal of Contaminantsz`32''3 A1.5.1 Hydrophobic Materials A1.5.1.1 Hydrophobic materials such as form - release agents, curing compounds, sealers, exist- ing coatings, oil, wax, grease, resins, and silicone may be detected by a simple water drop test. Analytical techniques such as infrared analysis or gas chromatography may also be used to detect and identity these contaminants. A1.5.1.2 Oils and greases can be removed by steam cleaning, flame blasting, baking soda blast- ing, or using degreasers and absorbents. SSPC-SP 13/NACE No. 6 Reaffirmed March 17. 2003 A1.5.1.3 If they are incompatible with the coating to be applied, existing curing compounds, sealers, form -release agents, and coatings should be re- moved by the least destructive, most practical, economical, and safe method that is successful. Methods such as grinding, abrasive blasting, wet abrasive blasting, watedetting, scaritying, fame blasting, or paint stripping may be used. A1.5.2 Salts and Reactive Materials A1.5.2.1 Salts and reactive materials such as lait- ance, efflorescence, acids, alkalis, and by-prod- ucts of chemical attack of concrete can sometimes be detected by pH testing, soundness testing us- ing the screwdriver test, or visual examination (see PCA IS214).3° When these methods are not suc- cessful, chemical analysis techniques are required. A1.5.2.2 Residual acids and alkalis are first neu- tralized and then removed by high-pressure water cleaning. Salts and efflorescence can be removed by abrasive blasting, high-pressure water cleaning, or applying a weak acid or alkali solution and then high-pressure water cleaning. A1.5.3 Microorganisms A1.5.3.1 Microorganisms such as fungus, moss, mildew, algae, decomposing foods, and other or- ganic growths can sometimes be detected by vis- ual isual examination (see PCA IS214).' A1.5.3.2 Microorganisms are removed by washing with sodium hypochlorite (household bleach) and rinsing with water. High-pressure water cleaning or abrasive blasting may also be used. A1.6 Adhesion Testire The two commonly used methods for testing adhesion of coatings to concrete substrates are ASTM D 454137 (mcdi- fed for concrete substrates as discussed in Paragraph A1.6.1) and ACI 5031R.3s Testing for surface tensile strength consists of scoring (core drilling) the concrete sur- face, bonding a test fixture with an adhesive, pulling the fix- ture with an adhesion tester, and noting the pullof strength or adhesion value. Testing for coating adhesion is per- formed using the same procedure, noting the adhesion val- ue, and noting the adhesion failure mode (see Paragraph A1.6.4). should be noted in the results when employed.37 The procedure in ASTM D 4541 should be modified for use on concrete substrates by scoring or core drilling prior to attaching the loading fixture. Scoring around the test fixture ensures that the pulling force is applied only to the area directly beneath the fixture. Without scoring, stress is transferred through the coating film beyond the area of the test fixture. This could result in signif- icant error when testing thick or reinforced coatings. A water -lubricated diamond -tipped core bit should be used for scoring to reduce the possibility of microcracks in either the coaling or the concrete substrate. The procedure may also be modified by using a larger (5 - cm [2 -in.] or more) loading fixture. A larger test fixture typically yields more accurate results than a smaller fix- ture because the greater surface area reduces the effect of inconsistencies, such as a piece of aggregate or a vok1, in the substrate. A1.6.2 ACI 503Rx discusses the process of applying a coating or adhesive coring to the substrate, bonding a 5 -cm (2 -in.) pipe cap to the coating, and applying ten- sion with a mechanical testing device attached to a dynamometer. As with ASTM D 4541,3) the tensile bad and mode of failure are noted. A1.6.3 A test patch involves applying the coating sys- tem to a small section (with the minimum size to be specified) of prepared concrete and testing for tensile strength and adhesion by either of the methods de- scribed in Paragraphs A1.6.1 and A1.6.2. The pre- pared concrete substrate—at least the portion to be patched—should meet the acceptance criteria as de- tailed in Section 6. The coating system should be ap- plied in accordance with the coating manufacturer's published instructions. The last coat of the coating sys- tem serves as the adhesive for the loading fixture, or, when this is not recommended (e.g., for solvent -based topcoats), the loading fixture is attached to the coating system by an adhesive. If agreed by all parties, the pri- mer alone may suffice as the test patch and the ad- hesive for the loading fixture. A1.6.4 The acceptable adhesion strength and mode of failure may vary depending on the type of coating tested. The coating manufacturer should be consulted to determine the preferred test method, the suitability of that method, and acceptance criteria for the specified coating. When adhesion testing is performed, the mode of failure should be noted. The failure can be described using one or more of the following terms. A1.6.1 The procedure described in ASTM D 45413) (1) Concrete (substrate) cohesive failure: This failure may be used to determine pullof strength or coating mode is defined as failure within the concrete, below adhesion strength using a portable adhesion tester, the concrete/coating interface. This result, if the adhe- typicaly either manual tester with a 20 -mm (0.78 -in.} sion value is sufficient, is considered to be the most diameter loading fixture (test dolly) or a pneumatic ad- desirable for coatings applied to concrete. If concrete hesion tester with a 13 -mm (0.5 -in.) loading fixture. cohesive failure occurs but the adhesion value is low, ASTM D 4541 states that "Scoring around the fixture the failure may be because of low concrete strength or violates the fundamental in situ criterion that an unalt- microcmcking from scoring. If only a thin layer of con- ered coating be tested; but it also states that scoring crate is pulled with the fixture and the adhesion value is 2-118 low, it may be because of a weak concrete surface layer or laitance. (2) Coating adhesive failure: This failure mode is de- fined as failure directly at the concrete/coating inter- face. For most coating systems, failure in this mode indicates a problem with surface preparation, residual contamination, or the coating. (3) Coating cohesive failure or coating intermat adhe- sion failure: This failure mode is defined as failure witlF in the coating system, above the concrete/coating inter- face. This mode of failure indicates a problem with the coating material or with the coating application. (4) Fixture adhesive failure: This failure mode is de- fined as failure within the fixture adhesive or at the fix- ture adhesive/coating interface. When this failure mode is encountered, the test should be repeated. A1.7 Surface Prole A1.7.1 In addition to removing laitance, weak con- crete, and contamination at the concrete surface, sur- face preparation usually opens the pores and/or cre- ates a prole on the concrete surface. Prole increas- es the surface area available for bonding between the concrete and the mating, enhances adhesion at the concrete/mating interface, and helps the coating resist peeling and shear forces. A1.7.2 The depth of surface profile required depends on: (1) tensile and shear strength of the concrete and the coating system; (2) adhesion of the coating system to the concrete; (3) internal stresses in the coating system created during application (e.g., from shrinkage); (4) difference in the meficient of thermal expansion between the coating and the concrete; (5) modulus or stress -relaxation properties of the coat- ing system; (6) thermal and chemicel exposure environment; and (7) coating thickness. A1.7.3 At this time, nc, recognized testing equipment or method is used to quantity the surface prole of con- crete that is analogous to the replica tape method used on steel. The prole can be subjectively compared to the standard classification for coated abrasive paper as described in ANSI 874.18,16 or by comparing the prole with the ICRI Guideline No. 0373217 (surface profile chips). For extremely coarse prepared concrete sur- faces (assuming that the coating system can cover and 2-119 SSPC-SP 13/NACE No.6 Reaffirmed March 17, 2003 perform over such a substrate), the prole may be esti- mated as an average distance between peaks and val- leys on the concrete surface and quantified in mm (mils). A1.8 Moisture in Concrete'° 404'42 A1.8.1 The movement of moisture in concrete during the curing process and after application of the coating is important to conskler in the design of the concrete structure. Concrete is normally placed with water lev- els in excess of that required to completely hydrate the cement. Excess free water in the concrete can ad- versely affect the application and cure of many mat- ings. Pressure caused by excess moisture in the con- crete or from ground water may be substantial and, in some instances, may be sufficient to disbond barrier coating systems that appear to be well bonded. These pressures are commonly referred to as hydrostatic, capillary, and osmotic pressures. A1.8.2 Concrete has traditionally been coated no sooner than 28 days after concrete placement (see Paragraph A1.10). In addition to allowing the concrete to sufficiently cure (see Paragraph A1.3), this waiting period allows excess moisture to evaporate prior to ap- plying a barrier coating system. The waiting period is especially important if a vapor barrier (or positive -side waterproofing) is installed, which prevents moisture from exiting into the ground. A1.8.3 The drying rate of concrete is a function of the concrete temperature, thickness, porosity, and initial free -water content. The drying rate is also a function of the velocity and dew point of the drying air. Excess free water can be removed by dehumidifiers, surface air movers, or surface heaters provided that (1) the forced drying does not begin until sufficient concrete strength is developed and (2) it does not adversely af- fect the concrete properties. Dehumidifiers lower the air dew point, can increase the air temperature, and perform best when the area is enclosed. Surface air movers direct low -dew point air across the concrete surface at high velocities, but they should be pedodic- ally repositioned to ensure uniform drying over the entire surface. Surface heaters increase the mobility of free water, they work best if the heat penetrates the concrete and if they do not raise the dew point of the drying air. A1.8.4 Moisture Test Methoda°0.4' The following are some of the common methods used to identity or quantity the free moisture in concrete prior to the application of coatings. ASTM D 4263, Plastic sheet method" ASTM F 1869, Calcium chloride tesf2 ASTM F 2170, Relative humidity test' SSPC-SP 13/NACE No. 6 Reaffirmed March 17. 2003 ASTM E 1907, Conductivity test°3 ASTM E 1907, Calcium carbide method" ASTM E 1907, Capacitance -impedance method 43 A1.8.5 Use and Interpretation of Moisture Test Methods A1.8.5.1 The plastic sheet method" and the cal- cium chloride test are commonly used and accept- ed in the United States. The hygrometer and con- ductivity tests are cited in numerous British stand- ards and are accepted in the United Kingdom, while the carbide method is accepted in other parts of Europe. A1.8.5.2 All of these methods are quantitative ex- cept the plastic sheet method." The plastic sheet, calcium chloride, and capacitance -impedance methods are nondestructive, while the hygrometer, conductivity, and calcium carbide methods involve drilling into the concrete. A1.8.5.3 Testing duration is 16+ hours for the plastic sheet method" and 72 hours for the cal- cium chloride and relative humkdity, tests. The other methods give results immediately if the test- ing equipment has been calibrated. A1.8.5.4 The plastic sheet method may indicate whether excess moisture is present at the time of the test. However, because the method depends on a moisture differential—a higher relative humid- ify in the concrete than in the air above the corF crate surface --during the test span, potential prob- lems are not always evident at the time the test is performed. A1.8.5.5 Information on the tolerance of a specific coating system for free water or moisture migration should be provided by the coating manufacturer. A free water content of less than 5% by weight is acceptable for most coatings. Alternatively, conF crate with a relative humidity of less than 80% or a moisture transmission rate of less than 15 gt24 hr/m7 (3 lb/24 hr/1,000 fl7) has proved acceptable for most coatings. A1.8.5.6.0ccasionally, despite moisture testing, a problem is not identified until after a low -perme- ability coating is applied. A1.9 Surface Preparation Methods17'3T°°'°3'°s The surface preparation methods described in this standard are listed in Table A2 with their intended use, profile cre- 2-120 ated, typical problems encountered when using each meth- od, and solutions to those problems. A1.9.1 Photographic examples of prepared concrete surfaces are shown in ASTM PCN:03-40107314.4 7 Al. 10 The 28 -Day Wailing Period43'4' A1.10.1 The traditional 28 -day waiting period after concrete placement and prior to coating installation is a controversial topic that involves all parties. Although the wailing period is not usually required for surface preparation, it affects the timing of surface preparation because many coatings are applied within 24 hours after surface preparation. A1.10.2 The 28 -day waiting period originated from the structural benchmark to test concrete strength at 28 days after placement to verify that the tested strength met the design strength. The 28 -day benchmark be- came the industry standard to identity the point in time when the concrete was considered fully cured. The 28 - day waiting period was adopted by the coating industry because it usually allows sufficient time for concrete surface strength to develop and for excess moisture to evaporate. A1.10.3 Many factors can reduce or increase the time required for strength and moisture levels to be accept- able. In addition, many construction schedules do not allow for a 28 -day waiting period. For these reasons, quantifying surface requirements as in Paragraph A1.12 are preferred over the traditional 28 -day waiting period. A1.10.4 NACE Standard RP089215 and ACI 515.1R9 do not recommend a specific cure period but do ad- dress surface dryness, surface strength requirements, and other surface quality issues. Al. 11 Temperature Considerations The temperature of the surface at the time of the coating application and the temperature progression during the ap- plication are both important. Rising concrete temperatures during the application of the coating systems may cause blistering and pinhole problems in the coating caused by out -gassing from the concrete. Coating application during periods of falling temperatures may be required to prevent this problem. Although controlling the ambient temperature in outdoor installations is difficult, concrete is often shaded from direct sunlight during coating application. In addition to potential problems from moisture in the concrete as de- scribed in Paragraphs A1.8.1 and A1.8.2, monitoring the dew point during periods of changing weather is often recommended to ensure that coatings are not applied over moisture that has condensed on the concrete surface. SSPC-SP 13/NACE No.6 Reaffirmed March 17, 2003 Table A2: Surface Preparation Methods Preparation Method When Used Profile Created"" Problems Solutions Dry abrasive blasting Removal, Fine (150) to extra -Dust on surface -Vacuum cleaning A1.12.3 Surface Preparation profile, cleaning coarse (40) -Airbornedust -Vacuum attachments coatings to be applied, and project scheduling, producing a comprehensive standard that can be used as a project -Noise -None Wet abrasive blasting Removal, Fine (150) to extra -Wets concrete -Let concrete dry profile, cleaning coarse (40) -Creates sludge -Cleaning High-pressure water Removal, Fine (150) to extra -Wets concrete -Let concrete dry cleaning cleaning coarse (40) -Creates sludge -Cleaning Watedehing (with or Removal Rougher than extra -Creates sludge -Cleaning without abrasive) coarse -Wets concrete -Let concrete dry -Coarse prole -Nonetal Impact tools Removal, Rougher than extra -Airborne dust -Vacuum attachments profile, cleaning coarse -Fracturing -Other methods -Coarse prole -Nonetal Powertools Removal Smooth (w gdt -Airborne dust -Vacuum attachments equivalent) -Fine prole -Other methods Flame blasting Removal, Rougher than extra -Excess removal -Experience(a) profile, cleaning coarse -Damages concrete -Remove damaged concrete Acid etching Profile, cleaning Fine(150)to -Hazardous -Otheracids coarse (60) -Not for vertical or -Other methods overhead surfaces -Neutralization -pH testing -Wets concrete -Let concrete dry -Curing membrane -Other methods Profile is descnbed using graded abrasive paper sizes. These are typical surface profile values only. Results may vary significantly because of centrale properties and surface pieparalion practices. mi For coaling systems Nal do not perform over a coarse pmfile. refinishing Ne concrete or an underlaymenl may be required. A1.12 Recommendations for Procurement Documents Al. 12.2.4 Other acceptable removal methods (Project Specifications) for Concrete Surface Preparation A1.12.3 Surface Preparation Because of the wide range of concrete types, existing con- crete conditions, ambient conditions, types of protective A1.12.3.1 Preferredmethod coatings to be applied, and project scheduling, producing a comprehensive standard that can be used as a project A1.12.3.2 Other acceptable methods specification is not possible. Therefore, the following is a checklist of items that should be included in a compre- A1.12.4 Surface Tensile Strength hensive procurement document. A1.12.4.1 Minimum allowable A1.12.1 SSPC-SP 13/NACE No.6 A1.12.4.2 Test method and mode of failure A1.12.2 Contaminants A1.12.5 Surface Prole A1.12.2.1 Typesanticipated A1.12.5.1 Minimum and maximum allowable A1.12.2.2 Detection methods A1.12.5.2 Test method or visual comparison A1.12.2.3 Prefened removal method 2-121 SSPC-SP 13/NACE No. 6 Reaffirmed March 17. 2003 A1.12.6 Surface Uniformity A1.12.6.1 Maximum allowable void size A1.12.7 Repairsand Patching A1.12.7.1 Preferred materials A1.12.7.2 Otheracceptablematerials A1.12.8 Cleanliness A1.12.8.1 Maximum allowable residual dust level A1.12.8.2 Test method or visual comparison 2-122 A1.12.9 Moisture Content A1.12.9.1 Maximumallowable A1.12.9.2 Test method and when to test (e.g., before or after surface preparation, or immediately before coating) A1.12.10 Surface Flatness and Levelness A1.12.10.1 Minimum and maximum slope allowed A1.12.10.2 Minimum fatness allowed A1.12.10.3 Test method or visual comparison Hazardous Materials Inventory Statement Run Date: 7/1/2020 11:08 AM Confidential Business Information of The Sherwin-Williams Company Page: 1 of 13 Emergency Response Current Weight Amount SARA Phys. NFPA 704 Ratings HMIS Product Name Main Chemical (by weight) Percent SMIS Code on Hand Size Class State Health Fire React Code ProBlock' Primer, Interior Oil -Based, White Limestone 31.43 650133382 2.0 Gal F,I,D L 3 3 0 r30 MINWAX' Fast Dry Sanding Sealer Solvent naphtha (petroleum), light aliph. 36.52 651061129 4.0 Gal F,I,D L 2 3'30 MINWAX' Fast Dry Sanding Sealer Solvent naphtha (petroleum), light aliph. 36.52 651061103 1.0 Quart F,I,D L 2 3'30 MINWAX' Oil Varnish Gloss Solvent naphtha (petroleum), light aliph. 47.34 651061145 4.0 Gal F,I,D L 2 3 0 3'30 MINWAX' Oil Varnish Satin Solvent naphtha (petroleum), light aliph. 36.43 651061160 3.0 Gal F,I,D L 3 3 0 3'30 MINWAX' Oil Varnish Gloss Solvent naphtha (petroleum), light aliph. 47.34 651061137 1.3 Quart F,I,D L 2 3 0 3'30 MINWAX' Oil Varnish Satin Solvent naphtha (petroleum), light aliph. 36.43 651061152 1.0 Quart F,I,D L 3 3 0 3'30 SHER-WOOD' PRO Hi-Bild' Lacquer- Gloss Acetic acid, 2-methylpropyl ester 20.79 650939077 8.0 Gal F,I,D L 3 3 0 3'30 KRYLON' High Heat Paint, Black Benzene, methyl- 32.46 101784502 0.5 Quart F,I,D L 2 3 0 r30 Isopropyl Alcohol Antiseptic 75% Topical Solution Hand Sanitizer 2 -Propanol 69.80 650772007 4.5 Quart F,I L 2 3 0 2/30 Isopropyl Alcohol Antiseptic 75% Topical Solution Hand Sanitizer 2 -Propanol 69.80 651171829 0.3 1Qt Kt F,I L 2 3 0 2/30 SuperStrip DCM Free Acetic acid, methyl ester 50.00 651099616 0.8 Quart F,I,D L 4 3 0 4'30 SuperStrip DCM Free Acetic acid, methyl ester 50.00 651099707 2.0 Gal F,I,D L 4 3 0 4'30 White Pigmented Shellac Primer Ethanol 36.88 651049629 1.0 Gal F,I,D L 2 3 0 3'30 R7K119 Lacquer Thinner Benzene, methyl- 33.06 1544709 10.0 5Gal F,I,D L 4 3 0 4'30 STARTER' Lacquer Thinner Benzene, methyl- 47.00 1600204 3.0 Gal F,I L 3 330 STARTER' Lacquer Thinner Benzene, methyl- 47.00 1600212 1.3 Quart F,I L 3 330 STARTER' Denatured Alcohol Methanol 54.96 1600220 6.0 Gal F,I,D L 4 3 0 4'30 STARTER' Denatured Alcohol Methanol 54.96 1600238 1.3 Quart F,I,D L 4 3 0 4'30 STARTER' Acetone 2-Propanone 100.00 1600691 1.8 Quart F,I,D L 2 3 0 2'30 Crown VOC Compliant Pro Thinner 2-Propanone 75.00 1976349 1.3 Quart F,I L 3 230 MINWAX' High Performance Wood Hardener 2-Propanone 72.00 4365805 0.6 Pint F,I L 2 330 CLASS I B TOTAL 58.7 Gallons H&C' COLORTOP' Solvent -Based Sealer, Clear Benzene, dimethyl- 41.68 650922974 1.0 Gal F,I,D L 3 3 0 3'30 H&C' COLORTOP' Solvent -Based Solid Color Concrete Sealer, Tint White Benzene, dimethyl- 38.89 650711419 5.0 Gal F,I,D L 2 3 0 3'30 H&C' COLORTOP' Solvent -Based Solid Color Concrete Sealer, Deep Base Benzene, dimethyl- 39.75 650711435 3.0 Gal F,I,D L 2 3 0 3'30 ALL SURFACE ENAMEL- Oil Base Primer, White Primer Limestone 26.62 640325833 1.0 Quart F,I,D L 3 3 0 3'30 ALL SURFACE ENAMEL- Oil Base Primer, White Primer Limestone 26.62 640325841 4.0 Gal F,I,D L 3 3 0 3'30 BONDO' Home Solutions' All -Purpose Putty 1,3-Isobenzofurandione, polymer with 2,5-furandione and 2,2' 31.61 1583673 1.0 Quart F,R,I,D L 3 3'33 CROWN'Xylol Benzene, dimethyl- 84.86 1600717 0.5 Quart F,I,D L 2 3 0 2'30 Synthetic Shellac Primer, White Limestone 49.89 650515554 1.0 Quart F,I,D L 3 3 0 r30 Synthetic Shellac Primer, White Limestone 49.89 650515539 2.0 Gal F,I,D L 3 3 0 r30 CLASS I C TOTAL 18.5 Gallons SWP' Exterior Gloss Oil Base Paint, Ultra Deep Base Soybean oil, polymer with pentaerythritol and phthalic anhydri 26.19 640345716 1.3 Quart F,I,D L 3 2 0 3'20 ALL SURFACE ENAMEL- Oil Base Gloss, Black Distillates (petroleum), hydrotreated light 43.33 640325676 0.8 Quart F,I,D L 2 2 0 3'20 ALL SURFACE ENAMEL- Oil Base Gloss, Black Distillates (petroleum), hydrotreated light 43.33 640325684 3.0 Gal F,I,D L 2 2 0 3'20 ALL SURFACE ENAMEL- Oil Base Satin, Black Distillates (petroleum), hydrotreated light 33.70 640325692 1.0 Quart F,I,D L 3 2 0 3'20 ALL SURFACE ENAMEL- Oil Base Satin, Black Distillates (petroleum), hydrotreated light 33.70 640325700 4.0 Gal F,I,D L 3 2 0 3'20 ALL SURFACE ENAMEL- Oil Base Gloss, Gloss Safety Red Distillates (petroleum), hydrotreated light 41.76 640325734 1.0 Quart F,I,D L 3 2 0 3'20 ALL SURFACE ENAMEL- Oil Base Gloss, Ultradeep Base Distillates (petroleum), hydrotreated light 42.29 640325759 0.8 Quart F,I,D L 2 2 0 3'20 ALL SURFACE ENAMEL- Oil Base Gloss, Ultradeep Base Distillates (petroleum), hydrotreated light 42.29 640325767 4.0 Gal F,I,D L 2 2 0 3'20 ALL SURFACE ENAMEL- Oil Base Satin, Ultradeep Base Quartz (SiO2) 32.07 640325775 0.8 Quart F,I,D L 3 2 0 3'20 ALL SURFACE ENAMEL- Oil Base Satin, Ultradeep Base Quartz (SiO2) 32.07 640325783 4.0 Gal F,I,D L 3 2 0 3'20 ALL SURFACE ENAMEL -Oil Base Gloss, Tinting White Distillates (petroleum), hydrotreated light 39.05 640325817 1.5 Quart F,I,D L 3 2 0 3'20 ALL SURFACE ENAMEL - Oil Base Gloss, Tinting White Distillates (petroleum), hydrotreated light 39.05 640325825 5.0 Gal F,I,D L 3 2 0 3'20 ALL SURFACE ENAMEL- Oil Base Gloss, Deep Base Distillates (petroleum), hydrotreated light 38.23 640359691 0.5 Quart F,I,D L 3 2 0 3'20 ALL SURFACE ENAMEL- Oil Base Gloss, Safety Yellow Distillates (petroleum), hydrotreated light 40.90 640325858 0.8 Quart F,I,D L 3 2 0 3'20 Run Date: 7/1/2020 11:08 AM Confidential Business Information of The Sherwin-Williams Company Page: 1 of 13 Hazardous Materials Inventory Statement ProClassie Interior Alkyd Satin Enamel, Extra White Titanium oxide (TiO2) 20.86 640514014 2.0 Quart F,I,D L 3 2 0 3'20 ProClassie Interior Alkyd Satin Enamel, Extra White Titanium oxide (TiO2) 20.86 640510202 4.0 Gal F,I,D L 3 2 0 3'20 ProClassie Interior Oil Based Semi -Gloss Enamel, Extra White Soya oil, pentaerythritol, ethylene glycol, phthalic anhydride pi 21.15 640513941 1.8 Quart F,I,D L 3 2 0 3'20 ProClassie Interior Oil Based Semi -Gloss Enamel, Deep Base Distillates (petroleum), hydrotreated light 27.23 640516159 1.0 Quart F,I,D L 3 2 0 3'20 ProClassie Interior Oil Based Semi -Gloss Enamel, Deep Base Distillates (petroleum), hydrotreated light 27.23 640516167 2.0 Gal F,I,D L 3 2 0 3'20 EXTREME BLOCK' Interior/Exterior Stain Blocking Alkyd Primer, White Nepheline Syenite 37.03 651044851 1.0 Quart F,I,D L 3 2 0 3'20 EXTREME BLOCK' Interior/Exterior Stain Blocking Alkyd Primer, White Nepheline Syenite 37.03 651029696 7.0 Gal F,I,D L 3 2 0 3'20 EXTREME BLOCK' Interior/Exterior Stain Blocking Alkyd Primer, White Nepheline Syenite 37.03 651029720 10.0 5 Gal F,I,D L 3 2 0 3'20 Industrial Enamel, Black Distillates (petroleum), hydrotreated light 43.33 6170203 4.0 Gal F,I,D L 2 2 0 3'20 Industrial Enamel, Safety Red Distillates (petroleum), hydrotreated light 41.76 6174064 4.0 Gal F,I,D L 3 2 0 3'20 Industrial Enamel, Ultradeep Base Distillates (petroleum), hydrotreated light 42.29 796999993 3.0 Gal F,I,D L 2 2 0 3'20 Industrial Enamel, Ultradeep Base Distillates (petroleum), hydrotreated light 42.29 797499993 5.0 5 Gal F,I,D L 2 2 0 3'20 Industrial Enamel, Pure White Distillates (petroleum), hydrotreated light 39.05 790799993 3.0 Gal F,I,D L 3 2 0 3'20 Industrial Enamel, Pure White Distillates (petroleum), hydrotreated light 39.05 791299993 5.0 5 Gal F,I,D L 3 2 0 3'20 Industrial Enamel, Deep Base Distillates (petroleum), hydrotreated light 38.23 640517736 4.0 Gal F,I,D L 3 2 0 r20 Exterior Oil -Based Wood Primer, White Nepheline Syenite 29.57 650133408 1.0 Quart F,I,D L 3 2 0 3'20 Exterior Oil -Based Wood Primer, White Nepheline Syenite 29.57 650133416 4.0 Gal F,I,D L 3 2 0 3'20 MINWAX' WOOD FINISH Stain Marker, Provincial 211 Distillates (petroleum), hydrotreated light 48.33 1603984 0.0 Marker F,I,D L 2 2 0 3'20 MINWAX' WOOD FINISH Stain Marker, Red Mahogany 225 Distillates (petroleum), hydrotreated light 43.62 1603950 0.0 Marker F,I,D L 2 2 0 3'20 MINWAX' WOOD FINISH Stain Marker, Early American 230 Distillates (petroleum), hydrotreated light 52.25 1603943 0.0 Marker F,I,D L 2 2 0 3'20 MINWAX' WOOD FINISH Stain Marker, Dark Walnut 2716 Distillates (petroleum), hydrotreated light 43.05 1604008 0.0 Marker F,I,D L 2 2 0 3'20 MINWAX' WOOD FINISH', Golden Oak Distillates (petroleum), hydrotreated light 55.15 1543339 1.0 Quart F,I,D L 2 2 0 3'20 MINWAX' WOOD FINISH', Provincial Distillates (petroleum), hydrotreated light 48.33 1543388 1.0 Quart F,I,D L 2 2 0 3'20 MINWAX' WOOD FINISH', Special Walnut Distillates (petroleum), hydrotreated light 54.40 1543420 0.3 Quart F,I,D L 2 2 0 3'20 MINWAX' WOOD FINISH', Red Mahogany Distillates (petroleum), hydrotreated light 43.62 1545318 1.0 Quart F,I,D L 2 2 0 3'20 MINWAX' WOOD FINISH', Early American Distillates (petroleum), hydrotreated light 52.25 1543289 0.8 Quart F,I,D L 2 2 0 3'20 MINWAX' WOOD FINISH', Dark Walnut Distillates (petroleum), hydrotreated light 43.05 1543263 1.0 Quart F,I,D L 2 2 0 3'20 MINWAX' WOOD FINISH', Ebony Distillates (petroleum), hydrotreated light 51.68 4263414 0.5 Quart F,I,D L 2 2 0 3'20 MINWAX' WOOD FINISH', English Chestnut Distillates (petroleum), hydrotreated light 42.07 1634898 1.0 Quart F,I,D L 2 2 0 r20 MINWAX' WOOD FINISH', Red Chestnut Distillates (petroleum), hydrotreated light 50.18 1093301 0.8 Quart F,I,D L 2 2 0 r20 MINWAX' WOOD FINISH', Classic Gray Distillates (petroleum), hydrotreated light 47.28 650351646 1.3 Quart F,I,D L 2 2 0 3'20 MINWAX' WOOD FINISH', Espresso Distillates (petroleum), hydrotreated light 38.98 650856081 1.0 Quart F,I,D L 2 2 0 3'20 MINWAX' Performance Series, Clear Solvent naphtha (petroleum), medium aliph. 50.57 651061186 2.0 Gal F,I,D L 3 2 0 3'20 MINWAX' Performance Series, Clear Solvent naphtha (petroleum), medium aliph. 50.57 651061178 0.8 Quart F,I,D L 3 2 0 3'20 MINWAX' Performance Series, Charcoal Solvent naphtha (petroleum), medium aliph. 49.61 651112294 1.3 Quart F,I,D L 3 2 0 3'20 MINWAX' High Performance Wood Filler (Part A), Natural Benzene, ethenyl- 13.10 1542000 0.5 Can F,I,D L 3 3'20 MINWAX' Pre -Stain Wood Conditioner Distillates (petroleum), hydrotreated light 88.40 1548866 2.0 Gal F,I,D L 2 2 0 3'20 MINWAX' Pre -Stain Wood Conditioner Distillates (petroleum), hydrotreated light 88.40 1545094 0.5 Quart F,I,D L 2 2 0 3'20 SuperDeck' Oil Transparent Stain, Natural Linseed oil 25.34 650882863 10.0 Gal F,I,D L 2 2 0 r20 SuperDeck' Oil Transparent Stain, Natural Linseed oil 25.34 650882871 15.0 5 Gal F,I,D L 2 2 0 r20 SuperDeck' Oil Transparent Stain, Canyon Brown Linseed oil 24.91 650882814 1.0 Gal F,I,D L 2 2 0 r20 SuperDeck' Oil Transparent Stain, Canyon Brown Linseed oil 24.91 650882822 30.0 5 Gal F,I,D L 2 2 0 r20 SuperDeck' Oil Transparent Stain, Redwood Linseed oil 24.94 650882830 5.0 Gal F,I,D L 2 2 0 r20 SuperDeck' Oil Transparent Stain, Heart Redwood Linseed oil 24.92 650882798 11.0 Gal F,I,D L 2 2 0 3'20 SuperDeck' Oil Transparent Stain, Heart Redwood Linseed oil 24.92 650882806 10.0 5 Gal F,I,D L 2 2 0 3'20 SuperDeck' Oil Transparent Stain, Cedar Tone Linseed oil 24.83 650882848 15.0 Gal F,I,D L 2 2 0 r20 SuperDeck' Oil Transparent Stain, Cedar Tone Linseed oil 24.83 650882855 10.0 5 Gal F,I,D L 2 2 0 r20 SuperDeck' Exterior Oil -Based Semi -Transparent Stain, Tint Base Distillates (petroleum), hydrotreated light 58.93 650981723 1.0 Gal F,I,D L 2 2 0 3'20 SuperDeck' Exterior Oil -Based Semi -Transparent Stain, Tint Base Distillates (petroleum), hydrotreated light 58.93 650982051 30.0 5 Gal F,I,D L 2 2 0 3'20 SUPERDECK' Log Home Oil Finish (VOC: Less than 250 G/L), Amber Hue -ti Linseed oil 50.96 1754514 2.0 Gal F,I,D L 2 2 0 3'20 MINWAX' Paste Finishing Wax, Natural Distillates (petroleum), hydrotreated light 68.28 4236931 3.0 1I1b Cn F,I,D S 2 3'20 MINWAX' Super Fast -Drying Polyurethane, Semi -Gloss Distillates (petroleum), hydrotreated light 48.15 1626571 1.0 Gal F,I,D L 2 2 0 3'20 MINWAX'Indoor/Outdoor HELMSMAN' Spar Urethane, Satin Distillates (petroleum), hydrotreated light 47.24 1558634 1.0 Gal F,I,D L 2 2 0 3'20 MINWAX'Indoor/Outdoor HELMSMAN' Spar Urethane, Semi -Gloss Distillates (petroleum), hydrotreated light 48.06 1545102 3.0 Gal F,I,D L 2 2 0 3'20 MINWAX' Fast -Drying Polyurethane Clear Gloss Distillates (petroleum), hydrotreated light 58.16 1541663 0.5 Quart F,I,D L 2 2 0 3'20 Run Date: 7/1/2020 11:08 AM Confidential Business Information of The Sherwin-Williams Company Page: 2 of 13 Hazardous Materials Inventory Statement MINWAX' Fast -Drying Polyurethane Clear Semi -Gloss Solvent naphtha (petroleum), medium aliph. 36.93 1545128 0.5 Quart F,I,D L 2 2 0 3'20 MINWAX' Fast -Drying Polyurethane Clear Satin Solvent naphtha (petroleum), medium aliph. 37.15 1541630 0.8 Quart F,I,D L 2 2 0 3'20 MINWAX' Indoor/Outdoor HELMSMAN' Spar Urethane, High Gloss Oil Modified Urethane Polymer 48.51 1541762 1.0 Quart F,I,D L 2 2 0 r20 MINWAX'Indoor/Outdoor HELMSMAN' Spar Urethane, Satin Distillates (petroleum), hydrotreated light 47.24 1558626 0.8 Quart F,I,D L 2 2 0 3'20 MINWAX'Indoor/Outdoor HELMSMAN' Spar Urethane, Semi -Gloss Distillates (petroleum), hydrotreated light 48.06 1541697 1.3 Quart F,I,D L 2 2 0 3'20 MINWAX' Fast -Drying Polyurethane Clear Satin Solvent naphtha (petroleum), medium aliph. 43.48 1543453 3.0 Gal F,I,D L 2 2 0 3'20 MINWAX' Fast -Drying Polyurethane Clear Semi -Gloss Solvent naphtha (petroleum), medium aliph. 43.78 1548890 4.0 Gal F,I,D L 3 2 0 3'20 MINWAX' Fast -Drying Polyurethane Clear Gloss Oil Modified Urethane Polymer 49.83 1543479 2.0 Gal F,I,D L 2 2 0 3'20 Mineral Spirits Distillates (petroleum), hydrotreated light 100.00 1542331 10.0 5 Gal F,I L 2 220 STARTER' Thinner Distillates (petroleum), hydrotreated light 100.00 1600162 6.0 Gal F,I,D L 3 2 0 3'20 STARTER' Thinner Distillates (petroleum), hydrotreated light 100.00 1600170 2.8 Quart F,I,D L 3 2 0 3'20 STARTER' Thinner Distillates (petroleum), hydrotreated light 100.00 9588393 11.0 Gal F,I,D L 3 2 0 3'20 WHITE LIGHTNING' STORM BLASTER* All Weather Clear Sealant, Clear Benzene, ethenyl-, polymer with 1,3 -butadiene, hydrogenated 20.89 1632041 1.4 11 fl F,I,D L 3 2 0 3'20 MINWAX' Gel Stain, Mahogany Solvent naphtha (petroleum), medium aliph. 25.06 4432944 1.0 Quart F,I,D L 2 2 0 3'20 MINWAX' Gel Stain, Walnut Solvent naphtha (petroleum), medium aliph. 29.43 4837647 0.5 Quart F,I,D L 2 2 0 3'20 CLASS II TOTAL 298.7 Gallons 3.0 Pounds LIFTAWAY GRAF REMOVER TRIGGER SPRAY Ethanol, 2-butoxy- 49.00 650977952 5.0 Each F,I L 3 220 H&C' CONCRETEREADY' Concentrated Cleaner/Degreaser Distillates (petroleum), hydrotreated light 40.00 650712318 2.0 .5 Gal F,I,D L 2 2 0 3'20 CLASS III A TOTAL 2.0 Gallons 5.0 Each ProClassie Interior Waterbased Acrylic -Alkyd Satin, Extra White Titanium oxide (TiO2) 20.44 651073678 1.0 Gal D L 0 1 0 0'00 BLEND-A-COLOR'Colorant, Raw Umber 1,2-Ethanediol 23.76 640414736 2.0 Gal I,D L 3 1 0 3'10 MINWAX' Stainable Wood Filler Alum inatesilicate 37.97 9260761 0.1 6fl S 1 1 0 0/00 MINWAX' Stainable Wood Filler Alum inatesilicate 37.97 9260779 0.9 Pint S 1 1 0 0/00 A-100' Exterior Acrylic Latex Flat, Ultradeep Base 2-Propenoic acid, 2 -methyl-, methyl ester, polymer with butyl 17.49 650427503 1.0 Gal I,D L 3 1 0 3'00 A-100' Exterior Acrylic Latex Flat, Deep Base Nepheline Syenite 22.83 640399671 7.0 Gal I,D L 2 1 0 1'00 A-100' Exterior Acrylic Latex Flat, Deep Base Nepheline Syenite 22.83 640399689 10.0 5 Gal I,D L 2 1 0 1'00 SUPERPAINT' Exterior Acrylic Latex Flat, Ultradeep Base 2-Propenoic acid, 2 -methyl-, methyl ester, polymer with butyl 17.49 650431158 6.0 Gal I,D L 3 1 0 3'00 SUPERPAINT' Exterior Acrylic Latex Flat, Ultradeep Base 2-Propenoic acid, 2 -methyl-, methyl ester, polymer with butyl 17.49 650431166 10.0 5 Gal I,D L 3 1 0 3'00 SUPERPAINT' Exterior Acrylic Latex Flat, Deep Base Nepheline Syenite 22.83 640392247 8.0 Gal I,D L 2 1 0 1'00 A-100' Exterior Acrylic Latex Satin, Deep Base 2-Propenoic acid, 2 -methyl-, methyl ester, polymer with butyl 25.88 640399739 17.0 Gal I,D L 1 1 0 1'00 A-100' Exterior Acrylic Latex Satin, Deep Base 2-Propenoic acid, 2 -methyl-, methyl ester, polymer with butyl 25.88 640399747 55.0 5 Gal I,D L 1 1 0 1'00 SUPERPAINT' Exterior Acrylic Latex Satin, Deep Base 2-Propenoic acid, 2 -methyl-, methyl ester, polymer with butyl 25.88 640392346 5.0 Gal I,D L 1 1 0 1'00 SUPERPAINT' Exterior Acrylic Latex Satin, Deep Base 2-Propenoic acid, 2 -methyl-, methyl ester, polymer with butyl 25.88 640392353 25.0 5 Gal I,D L 1 1 0 1'00 Emerald' Interior Acrylic Latex Matte, Ultradeep Base Acrylic Polymer 23.95 650696370 2.0 Gal L 0 0 0 0/00 RESILIENCE' Exterior Acrylic Latex Flat, Ultradeep Base 2-Propenoic acid, 2 -methyl-, methyl ester, polymer with butyl 17.49 650427446 0.5 Quart I,D L 3 1 0 3'00 RESILIENCE' Exterior Acrylic Latex Flat, Ultradeep Base 2-Propenoic acid, 2 -methyl-, methyl ester, polymer with butyl 17.49 650427438 4.0 Gal I,D L 3 1 0 3'00 RESILIENCE' Exterior Acrylic Latex Flat, Deep Base Nepheline Syenite 22.83 640413373 0.5 Quart I,D L 2 1 0 1'00 RESILIENCE' Exterior Acrylic Latex Flat, Deep Base Nepheline Syenite 22.83 640413381 4.0 Gal I,D L 2 1 0 1'00 RESILIENCE' Exterior Acrylic Latex Satin, Deep Base 2-Propenoic acid, 2 -methyl-, methyl ester, polymer with butyl 25.88 640413571 0.3 Quart I,D L 1 1 0 1'00 RESILIENCE' Exterior Acrylic Latex Satin, Deep Base 2-Propenoic acid, 2 -methyl-, methyl ester, polymer with butyl 25.88 640413589 5.0 Gal I,D L 1 1 0 1'00 RESILIENCE' Exterior Acrylic Latex Satin, Deep Base 2-Propenoic acid, 2 -methyl-, methyl ester, polymer with butyl 25.88 640413597 30.0 5 Gal I,D L 1 1 0 1'00 SherWorke Packing Saver Lubricant 1,2-Benzenedicarboxylic acid, dibutyl ester 1.00 2204253 0.2 0.5 Pt D L 0 1 0 0'10 WHITE LIGHTNING' SILICONE ULTRA Window & Door Sealant, Clear Siloxanes and Silicones, di -Me, hydroxy -terminated 76.10 9347717 0.9 11 fl I L 3 310 Spackling and Patching Compound Nepheline Syenite 55.00 1512631 2.0 Quart I,D L 3 1 0 3'10 Spackling and Patching Compound Nepheline Syenite 55.00 1512649 1.0 1 Gal I,D L 3 1 0 3'10 ALL SURFACE ENAMEL- Latex High Gloss, Extra White Acrylic Polymer 29.62 650900483 0.5 Quart I,D L 0 1 0 3'00 ALL SURFACE ENAMEL- Latex High Gloss, Extra White Acrylic Polymer 29.62 650900574 3.0 Gal I,D L 0 1 0 3'00 PRO INDUSTRIAL' DTM Acrylic Gloss, Extra White Acrylic Polymer 29.62 650516909 4.0 Gal I,D L 0 1 0 3'00 MINWAX' POLYCRYLIC' Water -Based Protective Finish, Clear Satin Acrylic Polymer 18.44 1544816 2.0 Gal I,D L 3 1 0 3'00 MINWAX' POLYCRYLIC' Water -Based Protective Finish, Clear Satin Acrylic Polymer 18.44 1544808 0.5 Quart I,D L 3 1 0 3'00 MINWAX' POLYCRYLIC' Water -Based Protective Finish, Clear Semi -Gloss Acrylic Polymer 19.21 1544766 0.5 Quart I,D L 3 1 0 3'00 Run Date: 7/1/2020 11:08 AM Confidential Business Information of The Sherwin-Williams Company Page: 3 of 13 Hazardous Materials Inventory Statement MINWAX' POLYCRYLIC' Water -Based Protective Finish, Clear Gloss Acrylic Polymer 19.29 1544725 1.0 Quart I,D L 3 1 0 3'00 MINWAX' POLYCRYLIC' Water -Based Protective Finish, Matte Acrylic Polymer 17.95 100717875 1.0 Quart I,D L 3 1 0 3'00 CLASS III B TOTAL 210.9 Gallons STARTEX' Muriatic Acid Hydrochloric acid 32.50 1600287 3.0 Gal I L 3 300 Multi -Purpose Waterbased Acrylic -Alkyd Primer, White Acrylic Modified Alkyd 15.03 650408529 1.0 Quart I,D L 3 0 0 3'00 Multi -Purpose Waterbased Acrylic -Alkyd Primer, White Acrylic Modified Alkyd 15.03 650408537 4.0 Gal I,D L 3 0 0 3'00 M-1 Advanced Mildew Treatment 2 -Propanol, 1-(2-butoxy-1-methylethoxy)- 80.00 100122290 9.0 Each I L 3 200 M-1 Advanced Insecticide Paint Additive Permethrin 4.75 100242692 6.0 Each I L 2 300 M-1 Latex Paint Additive & Extender Acrylic Polymer 13.00 100544857 0.5 Quart I L 1 1 00 H&C'SHARKGRIP'Slip-Resistant Additive 1 -Propene, homopolymer 100.00 650712276 12.0 Each I S 1 100 H&C'SHARKGRIP'Slip-Resistant Additive 1 -Propene, homopolymer 100.00 650712284 4.0 Each I S 1 100 ProClassie Interior Waterbased Acrylic -Alkyd Satin Enamel, Extra White Acrylic Modified Alkyd 20.07 650153638 0.5 Quart I,D L 2 0 0 2'00 ProClassie Interior Waterbased Acrylic -Alkyd Satin Enamel, Extra White Acrylic Modified Alkyd 20.07 650153653 5.0 5 Gal I,D L 2 0 0 2'00 SIMPLE GREEN' House & Siding Pressure Washer Cleaner 1-Decanaminium, N-decyl-N,N-dimethyl-, chloride 4.00 9577081 5.0 Gal I L 3 300 SherWorke Pump Protector Benzoic acid, sodium salt 3.50 2204246 0.5 Quart I L 2 1 00 SuperDeck' Deck Wash Hypochlorous acid, sodium salt 2.50 640359915 1.0 Gal R,I L 3 302 H&C'HYDRO-DEFEND' Concrete & Masonry Waterproofer Sealer Styrene -Acrylic Copolymer 7.89 650712334 2.0 Gal L 1 0 0 0/00 BLEND-A-COLOR'Colorant, Black Talc (Mg3H2(SiO3)4) 28.05 640414702 3.0 Gal I,D L 2 0 0 3'00 COLORCAST ECOTONER' Toner, Black Sulfuric acid, barium salt (1:1) 22.49 650349392 11.0 Gal I,D L 2 0 0 3'00 COLORCAST ECOTONER' Toner, New Green Talc (Mg3H2(SiO3)4) 14.38 650349400 6.0 Gal I,D L 2 0 0 3'00 BLEND-A-COLOR'Colorant, Blue Talc (Mg3H2(SiO3)4) 34.66 640414728 2.0 Gal I,D L 2 0 0 3'00 COLORCAST ECOTONER' Toner, Blue Copper Phthalocyanine Blue 9.89 650349947 5.0 Gal I,D L 1 0 0 3'00 COLORCAST ECOTONER' Toner, Raw Umber Umber 14.16 650349954 8.0 Gal I,D L 1 0 0 3'00 BLEND -A -COLOR' Colorant, Maroon Iron oxide(Fe2O3) 60.62 640414744 3.0 Gal I,D L 2 0 0 3'00 COLORCAST ECOTONER' Toner, Maroon Iron oxide (Fe2O3) 60.50 650349962 6.0 Gal I,D L 1 0 0 3'00 COLORCAST ECOTONER' Toner, Magenta Quino[2,3-b]acridine-7,14-dione, 5,12-dihydro-2,9-dimethyl- 10.96 650349970 5.0 Gal I,D L 2 0 0 3'00 COLORCAST ECOTONER' Toner, New Red Talc (Mg3H2(SiO3)4) 19.92 650349988 6.0 Gal I,D L 2 0 0 3'00 BLEND -A -COLOR' Colorant, White Titanium oxide (TiO2) 61.26 640414777 3.0 Gal I,D L 2 0 0 3'00 COLORCAST ECOTONER' Toner, White Titanium oxide (TiO2) 63.06 650349996 11.0 Gal I,D L 2 0 0 3'00 BLEND -A -COLOR' Colorant, Deep Gold C.I. Pigment Yellow42 56.41 640414793 3.0 Gal I,D L 2 0 0 3'00 COLORCAST ECOTONER' Toner, Yellow Butanamide, 2-[(4-chloro-2-nitrophenyl)azo]-N-(2-methoxyphr 27.36 650350002 7.0 Gal I,D L 1 0 0 3'00 COLORCAST ECOTONER' Toner, Deep Gold C.I. Pigment Yellow42 58.34 650350010 6.0 Gal I,D L 1 0 0 3'00 PAINT SHIELD' Interior Latex Microbicidal Paint - Eg-Shel, Extra White Titanium oxide (TiO2) 17.90 650861685 4.0 Gal D L 0 0 0 0'00 H&C' CONCRETEREADY' Phosphoric Etching Solution Phosphoric acid 28.13 650712300 2.0 Gal R,I L 3 4/04 Glazing Compound Limestone 80.00 1526847 0.8 Quart I,D L 2 1'00 WHITE LIGHTNING' Speed Grip Construction Adhesive Limestone 41.95 650494503 0.9 11 fl I,D L 1 0 0 3'00 850A Acrylic Latex Caulk, White Limestone 59.89 1518273 4.7 11 fl I,D L 2 0 0 2'00 WHITE LIGHTNING' ULTRA Kitchen & Bath Latex Adhesive, White Acrylic Polymer 37.80 1393404 0.3 6 f I,D L 2 0 0 2'00 MAXFLEX' Acrylic Elastomeric Sealant Limestone 35.25 1010586 1.5 11fl I,D L 2 0 0 2'00 MAGNUM XL'Acgic Latex Adhesive Sealant, White Limestone 52.37 1447143 0.5 11 fl I,D L 2 0 0 2'00 WOOD FILLER Benzene, ethenyl-, polymer with 1,3 -butadiene 17.94 1517150 0.3 4fl I,D L 3 1'00 Carpenter's Wood Filler Carbonic acid calcium salt (1:1) 42.51 1517176 0.9 1 Pint I,D L 2 1'00 A-100' Exterior Acrylic Latex Flat, Extra White Nepheline Syenite 13.03 640389151 5.0 Gal I,D L 1 1 0 1'00 A-100' Exterior Acrylic Latex Flat, Extra White Nepheline Syenite 13.03 640389169 10.0 5 Gal I,D L 1 1 0 1'00 A-100' Exterior Acrylic Latex Gloss, Ultradeep Base 2-Propenoic acid, 2 -methyl-, polymerwith methyl 2 -methyl -2-1 36.10 650047301 4.0 Gal I L 0 0 0 3/00 A-100' Exterior Acrylic Latex Gloss, Deep Base 2-Propenoic acid, 2 -methyl-, polymer with methyl 2 -methyl -2-1 35.26 650047285 4.0 Gal D L 1 0 0 0'00 A-100' Exterior Gloss Latex Paint, Extra White 2-Propenoic acid, 2 -methyl-, polymer with methyl 2 -methyl -2-1 27.27 651029605 4.0 Gal I,D L 1 0 0 1'00 A-100' Exterior Gloss Latex Paint, Extra White 2-Propenoic acid, 2 -methyl-, polymer with methyl 2 -methyl -2-1 27.27 651029621 5.0 5 Gal I,D L 1 0 0 1'00 A-100' Exterior Low Sheen Latex Paint, Ultradeep Base 2-Propenoic acid, 2 -methyl-, methyl ester, polymer with butyl 25.92 650404858 11.0 Gal L 2 0 0 0/00 A-100' Exterior Low Sheen Latex Paint, Ultradeep Base 2-Propenoic acid, 2 -methyl-, methyl ester, polymer with butyl 25.92 650404866 5.0 5 Gal L 2 0 0 0/00 A-100' Exterior Low Sheen Latex Paint, Extra White 2-Propenoic acid, 2 -methyl-, methyl ester, polymer with butyl 19.17 650404783 16.0 Gal I,D L 1 0 0 1'00 A-100' Exterior Low Sheen Latex Paint, Extra White 2-Propenoic acid, 2 -methyl-, methyl ester, polymer with butyl 19.17 650404809 25.0 5 Gal I,D L 1 0 0 1'00 A-100' Exterior Low Sheen Latex Paint, Deep Base 2-Propenoic acid, 2 -methyl-, methyl ester, polymer with butyl 24.85 650404817 13.0 Gal I,D L 1 0 0 1'00 A-100' Exterior Low Sheen Latex Paint, Deep Base 2-Propenoic acid, 2 -methyl-, methyl ester, polymer with butyl 24.85 650404841 25.0 5 Gal I,D L 1 0 0 1'00 Run Date: 7/1/2020 11:08 AM Confidential Business Information of The Sherwin-Williams Company Page: 4 of 13 Hazardous Materials Inventory Statement Eminence' Interior Latex Flat Ceiling Paint, Bright White Limestone 15.80 651065906 13.0 Gal I,D L 3 0 0 3'00 Eminence' Interior Latex Flat Ceiling Paint, Bright White Limestone 15.80 651065955 5.0 5 Gal I,D L 3 0 0 3'00 PROMAR' Interior Latex Flat Ceiling Paint, White Limestone 16.12 650868060 9.0 Gal I,D L 3 0 0 3'00 PROMAR' Interior Latex Flat Ceiling Paint, White Limestone 16.12 650868102 20.0 5 Gal I,D L 3 0 0 3'00 Porch & Floor Satin Enamel, Ultradeep Base Acrylic Polymer 29.46 650202914 1.0 Quart L 0 0 0 0/00 Porch & Floor Satin Enamel, Extra White Acrylic Polymer 24.71 650202856 0.8 Quart I,D L 1 0 0 1'00 Porch & Floor Satin Enamel, Extra White Acrylic Polymer 24.71 650202864 2.0 Gal I,D L 1 0 0 1'00 Porch & Floor Satin Enamel, Deep Base Acrylic Polymer 28.17 650202880 0.5 Quart I,D L 1 0 0 1'00 Porch & Floor Satin Enamel, Deep Base Acrylic Polymer 28.17 650202898 4.0 Gal I,D L 1 0 0 1'00 BUILDERS SOLUTION' Interior Eg-Shel Latex Paint, Extra White 2 -Prop enoic acid, butyl ester, polym er with ethenyl acetate 20.52 640353892 4.0 Gal I,D L 2 0 0 2'00 BUILDERS SOLUTION' Interior Eg-Shel Latex Paint, Extra White 2 -Prop enoic acid, butyl ester, polym er with ethenyl acetate 20.52 640353900 10.0 5 Gal I,D L 2 0 0 2'00 BUILDERS SOLUTION' Interior Eg-Shel Latex Paint, Extra White 2 -Prop enoic acid, butyl ester, polym er with ethenyl acetate 20.52 651102998 8.0 Gal I,D L 2 0 0 2'00 BUILDERS SOLUTION' Interior Eg-Shel Latex Paint, Extra White 2 -Prop enoic acid, butyl ester, polym er with ethenyl acetate 20.52 651103004 30.0 5 Gal I,D L 2 0 0 2'00 SNAP DRY* Satin Door &Trim Paint, Ultradeep Base Acrylic Polymer 27.51 651028425 0.5 Quart L 0 0 0 0/00 SNAP DRY* Satin Door &Trim Paint, Ultradeep Base Acrylic Polymer 27.51 651028433 4.0 Gal L 0 0 0 0/00 SNAP DRY' Satin Door &Trim Paint, Extra White Acrylic Polymer 21.66 651028375 1.0 Quart D L 0 0 0 0'00 SNAP DRY' Satin Door &Trim Paint, Extra White Acrylic Polymer 21.66 651028383 4.0 Gal D L 0 0 0 0'00 SNAP DRY* Satin Door &Trim Paint, Deep Base Acrylic Polymer 26.43 651028391 1.0 Quart D L 0 0 0 0'00 SNAP DRY* Satin Door &Trim Paint, Deep Base Acrylic Polymer 26.43 651028417 4.0 Gal D L 0 0 0 0'00 SNAPDRY' Semi -Gloss Door &Trim Paint, Ultradeep Base Acrylic Polymer 32.08 650931017 0.3 Quart D L 0 0 0 0'00 SNAPDRY' Semi -Gloss Door &Trim Paint, Ultradeep Base Acrylic Polymer 32.08 650931025 4.0 Gal D L 0 0 0 0'00 SNAPDRY' Semi -Gloss Door &Trim Paint, Extra White Acrylic Polymer 27.46 650930902 0.5 Quart D L 0 0 0 0'00 SNAPDRY' Semi -Gloss Door &Trim Paint, Extra White Acrylic Polymer 27.46 650930951 2.0 Gal D L 0 0 0 0'00 SNAPDRY' Semi -Gloss Door &Trim Paint, Deep Base Acrylic Polymer 29.58 650930985 1.3 Quart D L 0 0 0 0'00 SNAPDRY' Semi -Gloss Door &Trim Paint, Deep Base Acrylic Polymer 29.58 650931009 3.0 Gal D L 0 0 0 0'00 SOLO' Interior/Exterior 100% Acrylic, Eg-Shel, Extra White Acrylic Polymer 19.68 650323223 1.0 Gal D L 0 0 0 0'00 SOLO' Interior/Exterior 100% Acrylic, Eg-Shel, Extra White Acrylic Polymer 19.68 650323231 5.0 5 Gal D L 0 0 0 0'00 SOLO' Interior/Exterior 100% Acrylic, Eg-Shel, Deep Base Acrylic Polymer 22.89 650323256 3.0 Gal D L 0 0 0 0'00 SOLO' Interior/Exterior 100% Acrylic, Semi -Gloss, Ultradeep Base Acrylic Polymer 30.13 650936792 6.0 Gal I,D L 1 0 0 3'00 SOLO' Interior/Exterior 100% Acrylic, Semi -Gloss, Extra White Acrylic Polymer 26.96 650335557 7.0 Gal D L 0 0 0 0'00 SOLO' Interior/Exterior 100% Acrylic, Semi -Gloss, Extra White Acrylic Polymer 26.96 650335565 20.0 5 Gal D L 0 0 0 0'00 SOLO' Interior/Exterior 100% Acrylic, Semi -Gloss, Deep Base Acrylic Polymer 32.46 650335573 3.0 Gal D L 0 0 0 0'00 SOLO' Interior/Exterior 100% Acrylic, Semi -Gloss, Deep Base Acrylic Polymer 32.46 650335581 5.0 5 Gal D L 0 0 0 0'00 SUPERPAINT' Exterior Acrylic Latex Low Lustre, Ultradeep Base 2-Propenoic acid, 2 -methyl-, methyl ester, polymer with butyl 25.92 650868425 10.0 Gal L 2 0 0 0/00 SUPERPAINT' Exterior Acrylic Latex Low Lustre, Ultradeep Base 2-Propenoic acid, 2 -methyl-, methyl ester, polymer with butyl 25.92 650868466 20.0 5 Gal L 2 0 0 0/00 SUPERPAINT' Exterior Acrylic Latex Low Lustre, Extra White 2-Propenoic acid, 2 -methyl-, methyl ester, polymer with butyl 19.14 650868185 7.0 Gal I,D L 1 0 0 1'00 SUPERPAINT' Exterior Acrylic Latex Low Lustre, Extra White 2-Propenoic acid, 2 -methyl-, methyl ester, polymer with butyl 19.14 650868235 20.0 5 Gal I,D L 1 0 0 1'00 SUPERPAINT' Exterior Acrylic Latex Low Lustre, Deep Base 2-Propenoic acid, 2 -methyl-, methyl ester, polymer with butyl 24.85 650868243 14.0 Gal I,D L 1 0 0 1'00 SUPERPAINT' Exterior Acrylic Latex Low Lustre, Deep Base 2-Propenoic acid, 2 -methyl-, methyl ester, polymer with butyl 24.85 650868276 45.0 5 Gal I,D L 1 0 0 1'00 SUPERPAINT' Exterior Acrylic Latex Flat, Extra White Nepheline Syenite 14.94 640413720 1.0 Gal I,D L 1 0 0 1'00 SUPERPAINT' Exterior Latex Flat Paint, Extra White Nepheline Syenite 16.84 651149494 4.0 Gal I,D L 1 0 0 1'00 SUPERPAINT' Exterior Latex Flat Paint, Extra White Nepheline Syenite 16.84 651149502 50.0 5 Gal I,D L 1 0 0 1'00 A-100' Exterior Acrylic Latex Satin, Ultradeep Base 2-Propenoic acid, 2 -methyl-, methyl ester, polymer with butyl 28.56 640399754 17.0 Gal L 0 0 0 0/00 A-100' Exterior Acrylic Latex Satin, Ultradeep Base 2-Propenoic acid, 2 -methyl-, methyl ester, polymer with butyl 28.56 640399762 60.0 5 Gal L 0 0 0 0/00 A-100' Exterior Acrylic Latex Satin, White 2-Propenoic acid, 2 -methyl-, methyl ester, polymer with butyl 19.57 640389524 3.0 Gal I,D L 1 0 0 1'00 A-100' Exterior Acrylic Latex Satin, Extra White 2-Propenoic acid, 2 -methyl-, methyl ester, polymer with butyl 22.00 640389177 18.0 Gal I,D L 1 0 0 1'00 A-100' Exterior Acrylic Latex Satin, Extra White 2-Propenoic acid, 2 -methyl-, methyl ester, polymer with butyl 22.00 640389185 70.0 5 Gal I,D L 1 0 0 1'00 SUPERPAINT' Exterior Acrylic Latex Gloss, Super White 2-Propenoic acid, 2 -methyl-, polymer with methyl 2 -methyl -2-1 26.45 650047533 3.0 Gal I,D L 1 0 0 1'00 SUPERPAINT' Exterior Acrylic Latex Gloss, Deep Base 2-Propenoic acid, 2 -methyl-, polymer with methyl 2 -methyl -2-1 35.26 650047608 2.0 Gal D L 1 0 0 0'00 SUPERPAINT' Exterior Acrylic Latex Gloss, Deep Base 2-Propenoic acid, 2 -methyl-, polymer with methyl 2 -methyl -2-1 35.26 650047616 5.0 5 Gal D L 1 0 0 0'00 SUPERPAINT' Exterior Acrylic Latex Gloss, Extra White 2-Propenoic acid, 2 -methyl-, polymer with methyl 2 -methyl -2-1 27.84 650047582 10.0 5 Gal I,D L 1 0 0 1'00 SUPERPAINT' Exterior High Gloss Acrylic Latex, Ultradeep Base Acrylic Polymer 40.98 640334074 3.0 Gal I,D L 2 0 0 3'00 SUPERPAINT' Interior Latex Flat, Ultradeep Base 2-Propenoic acid, butyl ester, polymer with ethenyl acetate 21.17 650898240 3.0 Gal L 0 0 0 0/00 SUPERPAINT' Interior Latex Flat, Deep Base Vinyl Polymer 15.47 650046220 1.3 Quart I,D L 3 0 0 3'00 SUPERPAINT' Interior Latex Flat, Deep Base Vinyl Polymer 15.47 650046253 6.0 Gal I,D L 3 0 0 3'00 Run Date: 7/1/2020 11:08 AM Confidential Business Information of The Sherwin-Williams Company Page: 5 of 13 Hazardous Materials Inventory Statement SUPERPAINT' Interior Latex Flat, High Reflective White Titanium oxide (TiO2) 16.98 650898158 4.0 Gal I,D L 3 0 0 3'00 SUPERPAINT' Interior Latex Flat, Extra White Titanium oxide (TiO2) 14.45 650898174 0.3 Quart I,D L 3 0 0 3'00 SUPERPAINT' Interior Latex Flat, Extra White Titanium oxide (TiO2) 14.45 650898182 2.0 Gal I,D L 3 0 0 3'00 SUPERPAINT' Interior Latex Flat, Extra White Titanium oxide (TiO2) 14.45 650898190 20.0 5 Gal I,D L 3 0 0 3'00 SUPERPAINT' Interior Latex Satin, Ultradeep Base Limestone 17.68 650906027 3.0 Gal I,D L 2 0 0 2'00 SUPERPAINT' Interior Latex Satin, High Reflective White Titanium oxide (TiO2) 23.26 650368368 3.0 Gal I,D L 2 0 0 2'00 SUPERPAINT' Interior Latex Satin, Deep Base Vinyl Polymer 20.63 650368392 8.0 Gal I,D L 2 0 0 2'00 SUPERPAINT' Interior Latex Satin, Extra White 2-Propenoic acid, butyl ester, polymer with ethenyl acetate 16.62 650931504 25.0 Gal I,D L 2 0 0 2'00 SUPERPAINT' Interior Latex Satin, Extra White 2-Propenoic acid, butyl ester, polymer with ethenyl acetate 16.62 650931520 60.0 5 Gal I,D L 2 0 0 2'00 SUPERPAINT' Interior Semi -Gloss Latex Enamel, High Reflective White 2-Propenoic acid, butyl ester, polymer with ethenyl acetate 22.36 650273782 3.0 Gal I,D L 2 0 0 2'00 SUPERPAINT' Interior Semi -Gloss Latex Enamel, Extra White 2-Propenoic acid, butyl ester, polymer with ethenyl acetate 18.33 651028169 4.0 Gal I,D L 2 0 0 2'00 SUPERPAINT' Interior Semi -Gloss Latex Enamel, Extra White 2-Propenoic acid, butyl ester, polymer with ethenyl acetate 18.33 651028193 5.0 5 Gal I,D L 2 0 0 2'00 SUPERPAINT' Exterior Acrylic Latex Satin, Ultradeep Base 2-Propenoic acid, 2 -methyl-, methyl ester, polymer with butyl 28.56 640392379 22.0 Gal L 0 0 0 0/00 SUPERPAINT' Exterior Acrylic Latex Satin, Ultradeep Base 2-Propenoic acid, 2 -methyl-, methyl ester, polymer with butyl 28.56 640392387 120.0 5 Gal L 0 0 0 0/00 SUPERPAINT' Exterior Acrylic Latex Satin, Super White 2-Propenoic acid, 2 -methyl-, methyl ester, polymer with butyl 22.09 640398343 5.0 5 Gal I,D L 1 0 0 1'00 SUPERPAINT' Exterior Latex Satin Paint, Extra White 2-Propenoic acid, 2 -methyl-, methyl ester, polymer with butyl 22.10 651149510 28.0 Gal I,D L 1 0 0 1'00 SUPERPAINT' Exterior Latex Satin Paint, Extra White 2-Propenoic acid, 2 -methyl-, methyl ester, polymer with butyl 22.10 651149528 85.0 5 Gal I,D L 1 0 0 1'00 COLOR TO GO' Interior/Exterior Acrylic Latex Satin, Ultradeep Base Limestone 17.68 650955966 10.3 Quart I,D L 2 0 0 2'00 COLOR TO GO' Interior/Exterior Acrylic Latex Satin, High Reflective White 2-Propenoic acid, butyl ester, polymer with ethenyl acetate 19.23 650955883 0.8 Quart D L 0 0 0 0'00 COLOR TO GO' Interior/Exterior Acrylic Latex Satin, Extra White 2-Propenoic acid, butyl ester, polymer with ethenyl acetate 20.92 650955941 13.5 Quart D L 0 0 0 0'00 COLOR TO GO' Interior/Exterior Acrylic Latex Satin, Deep Base 2-Propenoic acid, butyl ester, polymer with ethenyl acetate 18.95 650955958 22.3 Quart I,D L 2 0 0 2'00 DURATION HOME' Interior Latex Flat, Ultradeep Base Acrylic Polymer 18.07 650864499 2.0 Gal L 0 0 0 0/00 DURATION HOME' Interior Latex Flat, Deep Base Acrylic Polymer 17.47 650864465 1.0 Gal D L 0 0 0 0'00 DURATION HOME' Interior Latex Flat, Extra White Nepheline Syenite 21.82 651049579 7.0 Gal D L 0 0 0 0'00 DURATION HOME' Interior Latex Matte Coating, Real Red Acrylic Polymer 22.49 650187610 2.0 Gal I,D L 2 0 0 2'00 DURATION HOME' Interior Latex Matte Coating, Ultradeep Base Acrylic Polymer 23.68 650187537 1.5 Quart I,D L 3 0 0 2'00 DURATION HOME' Interior Latex Matte Coating, Ultradeep Base Acrylic Polymer 23.68 650187529 4.0 Gal I,D L 3 0 0 2'00 DURATION HOME' Interior Latex Matte Coating, Accent Base Acrylic Polymer 23.68 650866239 3.0 Gal I,D L 3 0 0 2'00 DURATION HOME' Interior Latex Matte Coating, High Reflective White Titanium oxide (TiO2) 19.18 650096498 4.0 Gal I,D L 2 0 0 2'00 DURATION HOME' Interior Latex Matte Coating, Extra White Titanium oxide (TiO2) 18.08 650096514 5.0 Gal I,D L 2 0 0 2'00 DURATION HOME' Interior Latex Matte Coating, Extra White Titanium oxide (TiO2) 18.08 650096522 10.0 5 Gal I,D L 2 0 0 2'00 DURATION HOME' Interior Latex Matte Coating, Deep Base Acrylic Polymer 11.61 650096530 0.3 Quart I,D L 2 0 0 2'00 DURATION HOME' Interior Latex Matte Coating, Deep Base Acrylic Polymer 11.61 650096548 4.0 Gal I,D L 2 0 0 2'00 DURATION HOME' Interior Latex Satin Coating, Real Red Acrylic Polymer 25.50 650187685 0.8 Quart I,D L 2 0 0 2'00 DURATION HOME' Interior Latex Satin Coating, Real Red Acrylic Polymer 25.50 650187693 2.0 Gal I,D L 2 0 0 2'00 DURATION HOME' Interior Latex Satin Coating, Ultradeep Base Acrylic Polymer 26.40 650187628 0.3 Quart I,D L 2 0 0 2'00 DURATION HOME' Interior Latex Satin Coating, Ultradeep Base Acrylic Polymer 26.40 650187636 4.0 Gal I,D L 2 0 0 2'00 DURATION HOME' Interior Latex Satin Coating, Ultradeep Base Acrylic Polymer 26.40 650187651 5.0 5 Gal I,D L 2 0 0 2'00 DURATION HOME' Interior Latex Satin Coating, Accent Base Acrylic Polymer 26.40 650869928 0.3 Quart I,D L 2 0 0 2'00 DURATION HOME' Interior Latex Satin Coating, Accent Base Acrylic Polymer 26.40 650866262 1.0 Gal I,D L 2 0 0 2'00 DURATION HOME' Interior Latex Satin Coating, High Reflective White Titanium oxide (TiO2) 19.05 650096563 4.0 Gal I,D L 2 0 0 2'00 DURATION HOME' Interior Latex Satin Coating, Extra White Titanium oxide (TiO2) 18.56 650096571 1.0 Quart I,D L 2 0 0 2'00 DURATION HOME' Interior Latex Satin Coating, Extra White Titanium oxide (TiO2) 18.56 650096589 12.0 Gal I,D L 2 0 0 2'00 DURATION HOME' Interior Latex Satin Coating, Deep Base 2-Propenoic acid, 2 -methyl-, methyl ester, polymerwith ethen 18.62 650358971 1.3 Quart I,D L 2 0 0 2'00 DURATION HOME' Interior Latex Satin Coating, Deep Base 2-Propenoic acid, 2 -methyl-, methyl ester, polymerwith ethen 18.62 650358989 4.0 Gal I,D L 2 0 0 2'00 DURATION HOME' Interior Latex Satin Coating, Bright Yellow Acrylic Polymer 24.30 650187669 0.8 Quart I,D L 2 0 0 2'00 DURATION HOME' Interior Latex Semi -Gloss Coating, Real Red Acrylic Polymer 27.35 650187768 0.3 Quart I,D L 3 0 0 3'00 DURATION HOME' Interior Latex Semi -Gloss Coating, Real Red Acrylic Polymer 27.35 650187776 3.0 Gal I,D L 3 0 0 3'00 DURATION HOME' Interior Latex Semi -Gloss Coating, Ultradeep Base Acrylic Polymer 27.33 650187719 1.0 Quart I,D L 3 0 0 3'00 DURATION HOME' Interior Latex Semi -Gloss Coating, Ultradeep Base Acrylic Polymer 27.33 650187727 4.0 Gal I,D L 3 0 0 3'00 DURATION HOME' Interior Latex Semi -Gloss Coating, High Reflective White Titanium oxide (TiO2) 21.89 650096647 2.0 Gal D L 0 0 0 0'00 DURATION HOME' Interior Latex Semi -Gloss Coating, Extra White Titanium oxide (TiO2) 21.71 650096654 0.8 Quart D L 0 0 0 0'00 DURATION HOME' Interior Latex Semi -Gloss Coating, Extra White Titanium oxide (TiO2) 21.71 650096662 5.0 Gal D L 0 0 0 0'00 DURATION HOME' Interior Latex Semi -Gloss Coating, Deep Base Acrylic Polymer 26.77 650096688 0.5 Quart D L 0 0 0 0'00 DURATION HOME' Interior Latex Semi -Gloss Coating, Deep Base Acrylic Polymer 26.77 650096696 3.0 Gal D L 0 0 0 0'00 Run Date: 7/1/2020 11:08 AM Confidential Business Information of The Sherwin-Williams Company Page: 6 of 13 Hazardous Materials Inventory Statement DURATION HOME' Interior Latex Semi -Gloss Coating, Bright Yellow Acrylic Polymer 24.45 650187743 0.8 Quart I,D L 3 0 0 3'00 DURATION HOME' Interior Latex Semi -Gloss Coating, Bright Yellow Acrylic Polymer 24.45 650187750 4.0 Gal I,D L 3 0 0 3'00 HARMONY' Interior Acrylic Latex Flat Finish, Extra White Limestone 22.35 650428162 5.0 Gal I,D L 2 0 0 2'00 HARMONY' Interior Acrylic Latex Flat Finish, Deep Base Limestone 37.70 650428188 3.0 Gal I,D L 2 0 0 2'00 HARMONY' Interior Acrylic Latex Eg-Shel Finish, Extra White Acrylic Polymer 20.39 650428204 4.0 Gal I,D L 2 0 0 2'00 HARMONY' Interior Acrylic Latex Eg-Shel Finish, Extra White Acrylic Polymer 20.39 650428212 5.0 5 Gal I,D L 2 0 0 2'00 HARMONY' Interior Acrylic Latex Eg-Shel Finish, Deep Base Acrylic Polymer 24.49 650428220 2.0 Gal I,D L 2 0 0 2'00 HARMONY' Interior Latex Semi -Gloss Finish, Extra White Acrylic Polymer 19.81 650488216 3.0 Gal I,D L 2 0 0 2'00 HARMONY' Interior Latex Semi -Gloss Finish, Extra White Acrylic Polymer 19.81 650488224 5.0 5 Gal I,D L 2 0 0 2'00 HARMONY' Interior Latex Semi -Gloss Finish, Deep Base Acrylic Polymer 19.37 650488232 3.0 Gal I,D L 2 0 0 2'00 PROMAR' 200 Zero VOC Interior Latex Eg-Shel, Real Red Limestone 16.14 650186976 4.0 Gal I,D L 2 0 0 2'00 PROMAR' 200 Zero VOC Interior Latex Eg-Shel, Ultradeep Base Limestone 17.68 650186950 7.0 Gal I,D L 2 0 0 2'00 PROMAR' 200 Zero VOC Interior Latex Eg-Shel, Ultradeep Base Limestone 17.68 650186968 5.0 5 Gal I,D L 2 0 0 2'00 ProClassie Waterborne Interior Acrylic Satin Finish, Extra White Titanium oxide (TiO2) 19.83 650268600 0.3 Quart I,D L 3 0 0 3'00 ProClassie Waterborne Interior Acrylic Satin Finish, Extra White Titanium oxide (TiO2) 19.83 650268592 5.0 Gal I,D L 3 0 0 3'00 ProClassie Waterborne Interior Acrylic Satin Finish, Extra White Titanium oxide (TiO2) 19.83 650268618 5.0 5 Gal I,D L 3 0 0 3'00 ProClassie Waterborne Interior Acrylic Satin Finish, Deep Base Acrylic Polymer 16.11 650268626 0.5 Quart I,D L 3 0 0 3'00 ProClassie Waterborne Interior Acrylic Satin Finish, Deep Base Acrylic Polymer 16.11 650268634 3.0 Gal I,D L 3 0 0 3'00 PROMAR' 200 Zero VOC Interior Latex Eg-Shel, Deep Base 2-Propenoic acid, butyl ester, polymer with ethenyl acetate 18.95 650186943 5.0 5 Gal I,D L 2 0 0 2'00 PROPERTY SOLUTION' Interior Latex Eg-Shel Finish, White Kaolin 18.62 650109259 25.0 5 Gal I,D L 3 0 0 3'00 ProMar' 400 Zero VOC Interior Latex Eg-Shel, Extra White Limestone 15.92 650362908 13.0 Gal I,D L 2 0 0 2'00 ProMar' 400 Zero VOC Interior Latex Eg-Shel, Extra White Limestone 15.92 650362916 40.0 5 Gal I,D L 2 0 0 2'00 ProMar' 400 Zero VOC Interior Latex Eg-Shel, Deep Base Limestone 15.86 650362932 3.0 Gal I,D L 2 0 0 2'00 ProMar' 400 Zero VOC Interior Latex Eg-Shel, Deep Base Limestone 15.86 650362940 10.0 5 Gal I,D L 2 0 0 2'00 PROMAR' 200 Zero VOC Interior Latex Eg-Shel, High Reflective White 2 -Prop enoic acid, butyl ester, polym er with ethenyl acetate 19.23 650902653 15.0 5 Gal D L 0 0 0 0'00 PROMAR' 200 Zero VOC Interior Latex Eg-Shel, Extra White 2 -Prop enoic acid, butyl ester, polym er with ethenyl acetate 20.92 650865017 17.0 Gal D L 0 0 0 0'00 PROMAR' 200 Zero VOC Interior Latex Eg-Shel, Extra White 2 -Prop enoic acid, butyl ester, polym er with ethenyl acetate 20.92 650865033 35.0 5 Gal D L 0 0 0 0'00 PROMAR' 200 Zero VOC Interior Latex Eg-Shel, Bright Yellow 2-Propenoic acid, butyl ester, polymer with ethenyl acetate 18.60 650186992 3.0 Gal I,D L 2 0 0 2'00 ProClassie Waterborne Interior Acrylic High Gloss Enamel, Extra White Acrylic Polymer 26.43 640383535 2.0 Gal I,D L 2 0 0 2'00 ProClassie Waterborne Interior Acrylic Gloss Enamel, Extra White Acrylic Polymer 28.70 650948680 1.8 Quart D L 0 0 0 0'00 ProClassie Waterborne Interior Acrylic Gloss Enamel, Extra White Acrylic Polymer 28.70 650948698 1.0 Gal D L 0 0 0 0'00 PROMAR' 200 Zero VOC Interior Latex Gloss, Extra White 2-Propenoic acid, butyl ester, polymer with ethenyl acetate 19.19 650879877 3.0 Gal D L 0 0 0 0'00 PROMAR' 200 Zero VOC Interior Latex Low Sheen, Ultradeep Base Limestone 34.41 650187057 2.0 Gal I,D L 2 0 0 2'00 PROMAR' 200 Zero VOC Interior Latex Low Sheen, Extra White Limestone 26.00 650187016 10.0 Gal I,D L 2 0 0 2'00 PROMAR' 200 Zero VOC Interior Latex Low Sheen, Extra White Limestone 26.00 650187024 15.0 5 Gal I,D L 2 0 0 2'00 PROMAR' 200 Zero VOC Interior Latex Low Sheen, Deep Base Limestone 29.30 650187032 5.0 Gal I,D L 2 0 0 2'00 PROMAR' 400 Zero VOC Interior Latex Low Sheen, Extra White Limestone 21.89 650362866 2.0 Gal I,D L 2 0 0 2'00 Prep Rite Interior/Exterior Latex Block Filler, White Limestone 53.35 6205637 5.0 5 Gal I,D L 3 0 0 3'00 PVA Interior Latex Drywall Primer & Sealer, White Kaolin 17.85 651083271 25.0 5 Gal I,D L 3 0 0 3'00 Premium Wall & Wood Primer, Interior Latex, White Limestone 21.25 650132749 1.5 Quart I,D L 2 0 0 2'00 Premium Wall & Wood Primer, Interior Latex, White Limestone 21.25 650132764 1.0 Gal I,D L 2 0 0 2'00 Premium Wall & Wood Primer, Interior Latex, White Limestone 21.25 650132772 10.0 5 Gal I,D L 2 0 0 2'00 Drywall Primer, White 2 -Prop enoic acid, butyl ester, polym er with ethenyl acetate 11.80 650414030 12.0 Gal I,D L 3 0 0 3'00 ProMar' 400 Zero VOC Interior Latex Flat, Black Limestone 11.58 650362841 2.0 Gal I,D L 3 0 0 3'00 ProMar' 400 Zero VOC Interior Latex Flat, Black Limestone 11.58 650362858 5.0 5 Gal I,D L 3 0 0 3'00 PROMAR' 200 Zero VOC Interior Latex Flat, Ultradeep Base 2-Propenoic acid, butyl ester, polymer with ethenyl acetate 21.17 650186893 3.0 Gal L 0 0 0 0/00 PROMAR' 200 Zero VOC Interior Latex Flat, Ultradeep Base 2-Propenoic acid, butyl ester, polymer with ethenyl acetate 21.17 650186901 5.0 5 Gal L 0 0 0 0/00 PROMAR' 200 Zero VOC Interior Latex Flat, Deep Base Limestone 42.41 650186877 6.0 Gal I,D L 2 0 0 2'00 PROMAR' 200 Zero VOC Interior Latex Flat, Deep Base Limestone 42.41 650186885 5.0 5 Gal I,D L 2 0 0 2'00 ProMar' 400 Zero VOC Interior Latex Flat, Extra White Limestone 16.12 650362783 9.0 Gal I,D L 3 0 0 3'00 ProMar' 400 Zero VOC Interior Latex Flat, Extra White Limestone 16.12 650362817 25.0 5 Gal I,D L 3 0 0 3'00 ProMar' 400 Zero VOC Interior Latex Flat, Deep Base Limestone 42.41 650362825 3.0 Gal I,D L 2 0 0 2'00 PROMAR' 200 Zero VOC Interior Latex Flat, High Reflective White Nepheline Syenite 18.62 650992951 3.0 Gal I,D L 2 0 0 2'00 PROMAR' 200 Zero VOC Interior Latex Flat, High Reflective White Nepheline Syenite 18.62 650992969 5.0 5 Gal I,D L 2 0 0 2'00 PROMAR' 200 Zero VOC Interior Latex Flat, Extra White Nepheline Syenite 19.04 650946635 10.0 Gal I,D L 3 0 0 3'00 Run Date: 7/1/2020 11:08 AM Confidential Business Information of The Sherwin-Williams Company Page: 7 of 13 Hazardous Materials Inventory Statement PROMAR' 200 Zero VOC Interior Latex Flat, Extra White Nepheline Syenite 19.04 650946627 5.0 5 Gal I,D L 3 0 0 3'00 PROMAR' 200 Zero VOC Interior Latex Semi -Gloss, Ultradeep Base 2 -Prop enoic acid, butyl ester, polym er with ethenyl acetate 25.30 650187396 3.0 Gal I L 2 0 0 2/00 ProClassie Waterborne Interior Acrylic Semi -Gloss Enamel, Deep Base Acrylic Polymer 19.32 650268717 0.8 Quart D L 0 0 0 0'00 ProClassie Waterborne Interior Acrylic Semi -Gloss Enamel, Deep Base Acrylic Polymer 19.32 650268725 3.0 Gal D L 0 0 0 0'00 ProClassie Waterborne Interior Acrylic Semi -Gloss Enamel, High Reflective \ATitanium oxide (TiO2) 19.47 651136848 5.0 Gal I,D L 2 0 0 2'00 ProClassie Waterborne Interior Acrylic Semi -Gloss Enamel, Extra White Titanium oxide (TiO2) 17.52 651016883 0.5 Quart I,D L 2 0 0 2'00 ProClassie Waterborne Interior Acrylic Semi -Gloss Enamel, Extra White Titanium oxide (TiO2) 17.52 651016867 14.0 Gal I,D L 2 0 0 2'00 ProClassie Waterborne Interior Acrylic Semi -Gloss Enamel, Extra White Titanium oxide (TiO2) 17.52 651016875 5.0 5 Gal I,D L 2 0 0 2'00 PROMAR' 200 Zero VOC Interior Latex Semi -Gloss, High Reflective White 2-Propenoic acid, butyl ester, polymer with ethenyl acetate 20.53 650392608 4.0 Gal I,D L 2 0 0 2'00 PROMAR' 200 Zero VOC Interior Latex Semi -Gloss, High Reflective White 2-Propenoic acid, butyl ester, polymer with ethenyl acetate 20.53 650392616 5.0 5 Gal I,D L 2 0 0 2'00 PROMAR' 200 Zero VOC Interior Latex Semi -Gloss, Extra White 2-Propenoic acid, butyl ester, polymer with ethenyl acetate 20.82 650187206 8.0 Gal I,D L 2 0 0 2'00 PROMAR' 200 Zero VOC Interior Latex Semi -Gloss, Extra White 2-Propenoic acid, butyl ester, polymer with ethenyl acetate 20.82 650187214 10.0 5 Gal I,D L 2 0 0 2'00 PROMAR' 200 Zero VOC Interior Latex Semi -Gloss, Deep Base 2-Propenoic acid, butyl ester, polymer with ethenyl acetate 26.83 650187222 3.0 Gal I,D L 2 0 0 2'00 PROMAR' 200 Zero VOC Interior Latex Semi -Gloss, Deep Base 2-Propenoic acid, butyl ester, polymer with ethenyl acetate 26.83 650187230 5.0 5 Gal I,D L 2 0 0 2'00 ProMar' 400 Zero VOC Interior Latex Semi -Gloss, Extra White Titanium oxide (TiO2) 12.24 650362957 3.0 Gal I,D L 2 0 0 2'00 ProMar' 400 Zero VOC Interior Latex Semi -Gloss, Extra White Titanium oxide (TiO2) 12.24 650362965 10.0 5 Gal I,D L 2 0 0 2'00 ProMar' 400 Zero VOC Interior Latex Semi -Gloss, Deep Base Vinyl Polymer 11.81 650362973 2.0 Gal I,D L 2 0 0 2'00 Exterior Latex Wood Primer, Exterior Latex, White Titanium oxide (TiO2) 13.62 650133275 0.5 Quart I,D L 3 0 0 3'00 Exterior Latex Wood Primer, Exterior Latex, White Titanium oxide (TiO2) 13.62 650133291 3.0 Gal I,D L 3 0 0 3'00 Exterior Latex Wood Primer Acrylic Polymer 14.59 651148447 5.0 5 Gal I,D L 3 0 0 3'00 PrimeRx' Peel Bonding Primer (Interior/Exterior Latex), Clear Nepheline Syenite 24.86 650438112 8.0 Gal L 0 0 0 0/00 PrimeRx' Peel Bonding Primer (Interior/Exterior Latex), Clear Nepheline Syenite 24.86 650438120 40.0 5 Gal L 0 0 0 0/00 Extreme Bond' Primer, White 2-Propenoic acid, 2 -methyl-, methyl ester, polymer with butyl 11.03 650896632 1.3 Quart I,D L 3 0 0 3'00 Extreme Bond' Primer, White 2-Propenoic acid, 2 -methyl-, methyl ester, polymer with butyl 11.03 650896616 1.0 Gal I,D L 3 0 0 3'00 Multi -Purpose Interior/Exterior Latex Primer, White Acrylic Polymer 15.80 650357080 0.5 Quart I,D L 3 0 0 3'00 Multi -Purpose Interior/Exterior Latex Primer, White Acrylic Polymer 15.80 650357098 12.0 Gal I,D L 3 0 0 3'00 Multi -Purpose Interior/Exterior Latex Primer, Deep Base Acrylic Polymer 16.94 650357460 0.8 Quart I,D L 3 0 0 3'00 Multi -Purpose Interior/Exterior Latex Primer, Deep Base Acrylic Polymer 16.94 650357478 6.0 Gal I,D L 3 0 0 3'00 Prep Rite ProBlock* Interior/Exterior Latex Primer/Sealer, White Acrylic Polymer 15.80 650430499 10.0 5 Gal I,D L 3 0 0 3'00 Prep Rite Pro Block' Interior/Exterior Latex Primer/Sealer, Deep Base Acrylic Polymer 16.94 650430507 3.0 Gal I,D L 3 0 0 3'00 Extreme Bond Primer, White 2-Propenoic acid, 2 -methyl-, methyl ester, polymer with ethen 12.96 651114134 5.0 Gal I,D L 3 0 0 3'00 Quick Dry Stain Blocking Primer (Interior/Exterior Latex), White 2-Propenoic acid, butyl ester, polymer with ethenyl acetate 11.80 650435134 11.0 Gal I,D L 3 0 0 3'00 Quick Dry Stain Blocking Primer (Interior/Exterior Latex), White 2-Propenoic acid, butyl ester, polymer with ethenyl acetate 11.80 650435142 15.0 5 Gal I,D L 3 0 0 3'00 Captivate Interior Latex Flat, Ultradeep Base 2-Propenoic acid, butyl ester, polymer with ethenyl acetate 21.17 651091621 4.0 Gal L 0 0 0 0/00 Captivate Interior Latex Flat, Extra White Quartz (SiO2) 13.42 651091597 8.0 Gal I,D L 3 0 0 3'00 Captivate Interior Latex Flat, Deep Base Vinyl Polymer 15.47 651091613 4.0 Gal I,D L 3 0 0 3'00 Captivate Interior Latex Satin, Ultradeep Base Limestone 17.68 651091654 6.0 Gal I,D L 2 0 0 2'00 Captivate Interior Latex Satin, Extra White 2-Propenoic acid, butyl ester, polymer with ethenyl acetate 16.62 651091639 15.0 Gal I,D L 2 0 0 2'00 Captivate Interior Latex Satin, Deep Base Vinyl Polymer 20.63 651091647 4.0 Gal I,D L 2 0 0 2'00 Captivate Interior Latex Semi -Gloss, Ultradeep Base 2-Propenoic acid, butyl ester, polymer with ethenyl acetate 18.88 651091688 3.0 Gal I,D L 2 0 0 2'00 Captivate Interior Latex Semi -Gloss, Extra White 2-Propenoic acid, butyl ester, polymer with ethenyl acetate 18.33 651091662 5.0 Gal I,D L 2 0 0 2'00 CASHMERE` Interior Acrylic Latex Pearl, Ultradeep Base 2-Propenoic acid, butyl ester, polymer with ethenyl acetate 19.50 650414014 4.0 Gal I L 2 0 0 2/00 CASHMERE` Interior Acrylic Latex Pearl, Deep Base 2-Propenoic acid, butyl ester, polymer with ethenyl acetate 21.36 650413990 3.0 Gal I,D L 2 0 0 2'00 CASHMERE` Interior Acrylic Latex Flat Enamel, Ultradeep Base 2-Propenoic acid, butyl ester, polymer with ethenyl acetate 20.77 650413818 5.0 Gal I,D L 3 0 0 3'00 CASHMERE` Interior Acrylic Latex Flat Enamel, Extra White 2-Propenoic acid, butyl ester, polymer with ethenyl acetate 15.33 650406713 9.0 Gal I,D L 3 0 0 3'00 CASHMERE` Interior Acrylic Latex Flat Enamel, Extra White 2-Propenoic acid, butyl ester, polymer with ethenyl acetate 15.33 650406721 25.0 5 Gal I,D L 3 0 0 3'00 CASHMERE` Interior Acrylic Latex Flat Enamel, Deep Base 2-Propenoic acid, butyl ester, polymer with ethenyl acetate 21.01 650406739 2.0 Gal I,D L 2 0 0 2'00 CASHMERE` Interior Acrylic Latex Low Lustre, Ultradeep Base Limestone 21.03 650413859 5.0 Gal I L 2 0 0 2/00 CASHMERE` Interior Acrylic Latex Low Lustre, High Reflective White 2-Propenoic acid, butyl ester, polymer with ethenyl acetate 17.49 650406754 4.0 Gal I,D L 3 0 0 3'00 CASHMERE` Interior Acrylic Latex Low Lustre, Extra White 2-Propenoic acid, butyl ester, polymer with ethenyl acetate 17.21 650406770 3.0 Gal I,D L 3 0 0 3'00 CASHMERE` Interior Acrylic Latex Low Lustre, Extra White 2-Propenoic acid, butyl ester, polymer with ethenyl acetate 17.21 650406788 20.0 5 Gal I,D L 3 0 0 3'00 CASHMERE` Interior Acrylic Latex Low Lustre, Deep Base Limestone 19.59 650406796 3.0 Gal I,D L 2 0 0 2'00 CASHMERE` Interior Acrylic Latex Medium Lustre, Ultradeep Base 2-Propenoic acid, butyl ester, polymer with ethenyl acetate 22.17 650413909 3.0 Gal I L 2 0 0 2/00 CASHMERE` Interior Acrylic Latex Medium Lustre, High Reflective White 2 -Prop enoic acid, butyl ester, polym er with ethenyl acetate 22.79 650406812 2.0 Gal I,D L 2 0 0 2'00 CASHMERE` Interior Acrylic Latex Medium Lustre, Extra White 2-Propenoic acid, butyl ester, polymer with ethenyl acetate 21.52 650406838 4.0 Gal I,D L 2 0 0 2'00 Run Date: 7/1/2020 11:08 AM Confidential Business Information of The Sherwin-Williams Company Page: 8 of 13 Hazardous Materials Inventory Statement CASHMERE' Interior Acrylic Latex Medium Lustre, Deep Base 2-Propenoic acid, butyl ester, polymer with ethenyl acetate 19.96 650406853 4.0 Gal I,D L 2 0 0 2'00 KRYLON' CHALKY FINISH Paint, Extra White Base A Limestone 16.12 651085862 0.8 Quart I,D L 3 0 0 3'00 KRYLON' CHALKY FINISH Paint, Ultra Deep Base (Base D) Nepheline Syenite 16.57 651085870 0.5 Quart I,D L 3 0 0 3'00 KRYLON' Chalkboard Paint, Black Quartz (SiO2) 19.58 9589995 0.5 Quart I,D L 3 0 0 3'00 Emerald' Designer Edition Interior Latex Flat, Ultradeep Base Acrylic Polymer 18.78 651142952 4.0 Gal L 0 0 0 0/00 Emerald' Designer Edition Interior Latex Flat, Ultra White Nepheline Syenite 22.48 651142861 4.0 Gal D L 0 0 0 0'00 Emerald' Designer Edition Interior Latex Flat, Extra White Nepheline Syenite 22.47 651142895 8.0 Gal D L 0 0 0 0'00 Emerald' Designer Edition Interior Latex Flat, Deep Base Acrylic Polymer 18.09 651142937 4.0 Gal D L 0 0 0 0'00 Emerald' Designer Edition Interior Latex Satin, Ultradeep Base Acrylic Polymer 27.12 651143059 1.0 Gal L 0 0 0 0/00 Emerald' Designer Edition Interior Latex Satin, Ultra White Titanium oxide (TiO2) 20.63 651142986 4.0 Gal D L 0 0 0 0'00 Emerald' Designer Edition Interior Latex Satin, Extra White Titanium oxide (TiO2) 20.63 651143000 8.0 Gal D L 0 0 0 0'00 Emerald' Designer Edition Interior Latex Satin, Deep Base Acrylic Polymer 24.46 651143034 4.0 Gal D L 0 0 0 0'00 DURATION' Exterior Latex Coating Low Lustre, Ultradeep Base Acrylic Polymer 19.70 651028102 11.0 Gal I,D L 0 0 0 3'00 DURATION' Exterior Latex Coating Low Lustre, Ultradeep Base Acrylic Polymer 19.70 651028110 25.0 5 Gal I,D L 0 0 0 3'00 DURATION' Exterior Latex Coating Low Lustre, Extra White Acrylic Polymer 17.22 651028060 12.0 Gal I,D L 1 0 0 3'00 DURATION' Exterior Latex Coating Low Lustre, Extra White Acrylic Polymer 17.22 651028078 25.0 5 Gal I,D L 1 0 0 3'00 DURATION' Exterior Latex Coating Low Lustre, Deep Base Acrylic Polymer 18.84 651028086 10.0 Gal I,D L 1 0 0 3'00 DURATION' Exterior Latex Coating Low Lustre, Deep Base Acrylic Polymer 18.84 651028094 25.0 5 Gal I,D L 1 0 0 3'00 DURATION' Exterior Acrylic Latex Flat, Ultradeep Base Nepheline Syenite 20.27 650405731 10.0 Gal I,D L 0 0 0 3'00 DURATION' Exterior Acrylic Latex Flat, Extra White Nepheline Syenite 17.51 650405681 5.0 Gal I,D L 3 0 0 3'00 DURATION' Exterior Acrylic Latex Flat, Extra White Nepheline Syenite 17.51 650405699 15.0 5 Gal I,D L 3 0 0 3'00 DURATION' Exterior Acrylic Latex Flat, Deep Base Nepheline Syenite 19.01 650405707 4.0 Gal I,D L 3 0 0 3'00 DURATION' Exterior Acrylic Latex Flat, Deep Base Nepheline Syenite 19.01 650405723 15.0 5 Gal I,D L 3 0 0 3'00 DURATION* Satin Exterior Acrylic Latex, Ultradeep Base Acrylic Polymer 20.68 650406333 16.0 Gal I,D L 0 0 0 3'00 DURATION' Satin Exterior Acrylic Latex, Ultradeep Base Acrylic Polymer 20.68 650406341 25.0 5 Gal I,D L 0 0 0 3'00 DURATION* Satin Exterior Acrylic Latex, Super White Acrylic Polymer 19.42 650405780 3.0 Gal I,D L 1 0 0 3'00 DURATION* Satin Exterior Acrylic Latex, Extra White Acrylic Polymer 19.47 650405822 12.0 Gal I,D L 1 0 0 3'00 DURATION' Satin Exterior Acrylic Latex, Extra White Acrylic Polymer 19.47 650405830 50.0 5 Gal I,D L 1 0 0 3'00 DURATION* Satin Exterior Acrylic Latex, Deep Base Acrylic Polymer 20.76 650406317 23.0 Gal I,D L 1 0 0 3'00 DURATION' Satin Exterior Acrylic Latex, Deep Base Acrylic Polymer 20.76 650406325 15.0 5 Gal I,D L 1 0 0 3'00 DURATION' Gloss Exterior Latex Coating, Extra White Acrylic Polymer 26.85 650406390 7.0 Gal I,D L 1 0 0 3'00 DURATION' Gloss Exterior Latex Coating, Deep Base Acrylic Polymer 25.48 650406416 1.0 Gal I,D L 1 0 0 3'00 Emerald' Interior Latex Flat, Extra White Nepheline Syenite 21.82 651016925 7.0 Gal D L 0 0 0 0'00 Emerald' Interior Acrylic Latex Matte, High Reflective White Titanium oxide (TiO2) 19.29 650931090 0.8 Quart D L 0 0 0 0'00 Emerald' Interior Acrylic Latex Matte, High Reflective White Titanium oxide (TiO2) 19.29 650931108 5.0 Gal D L 0 0 0 0'00 Emerald' Interior Acrylic Latex Matte, Extra White Titanium oxide (TiO2) 19.29 650931124 11.0 Gal D L 0 0 0 0'00 Emerald' Interior Acrylic Latex Matte, Extra White Titanium oxide (TiO2) 19.29 650931132 30.0 5 Gal D L 0 0 0 0'00 Emerald' Interior Acrylic Latex Matte, Deep Base Acrylic Polymer 22.97 650696354 16.0 Gal D L 0 0 0 0'00 Emerald' Interior Acrylic Latex Satin, Ultradeep Base Acrylic Polymer 27.12 650139637 0.5 Quart L 0 0 0 0/00 Emerald' Interior Acrylic Latex Satin, Ultradeep Base Acrylic Polymer 27.12 650131592 4.0 Gal L 0 0 0 0/00 Emerald' Interior Acrylic Latex Satin, Deep Base Acrylic Polymer 26.29 650139629 1.0 Quart D L 0 0 0 0'00 Emerald' Interior Acrylic Latex Satin, Deep Base Acrylic Polymer 26.29 650131576 5.0 Gal D L 0 0 0 0'00 Emerald' Interior Acrylic Latex Satin, High Reflective White Titanium oxide (TiO2) 20.03 650931140 1.3 Quart D L 0 0 0 0'00 Emerald' Interior Acrylic Latex Satin, High Reflective White Titanium oxide (TiO2) 20.03 650931157 4.0 Gal D L 0 0 0 0'00 Emerald' Interior Acrylic Latex Satin, Extra White Titanium oxide (TiO2) 20.03 650931165 1.0 Quart D L 0 0 0 0'00 Emerald' Interior Acrylic Latex Satin, Extra White Titanium oxide (TiO2) 20.03 650931173 3.0 Gal D L 0 0 0 0'00 Emerald' Interior Acrylic Latex Satin, Extra White Titanium oxide (TiO2) 20.03 650931181 15.0 5 Gal D L 0 0 0 0'00 Emerald' Interior Acrylic Latex Semi -Gloss, Ultradeep Base Acrylic Polymer 29.31 650139660 1.5 Quart L 0 0 0 0/00 Emerald' Interior Acrylic Latex Semi -Gloss, Ultradeep Base Acrylic Polymer 29.31 650131642 3.0 Gal L 0 0 0 0/00 Emerald' Interior Acrylic Latex Semi -Gloss, High Reflective White Titanium oxide (TiO2) 23.68 650162464 0.8 Quart D L 0 0 0 0'00 Emerald' Interior Acrylic Latex Semi -Gloss, High Reflective White Titanium oxide (TiO2) 23.68 650162472 3.0 Gal D L 0 0 0 0'00 Emerald' Interior Acrylic Latex Semi -Gloss, Extra White Titanium oxide (TiO2) 23.65 650139645 0.8 Quart D L 0 0 0 0'00 Emerald' Interior Acrylic Latex Semi -Gloss, Extra White Titanium oxide (TiO2) 23.65 650131600 2.0 Gal D L 0 0 0 0'00 Emerald' Interior Acrylic Latex Semi -Gloss, Deep Base Acrylic Polymer 27.14 650139652 0.8 Quart D L 2 0 0 0'00 Emerald' Interior Acrylic Latex Semi -Gloss, Deep Base Acrylic Polymer 27.14 650131626 2.0 Gal D L 2 0 0 0'00 Run Date: 7/1/2020 11:08 AM Confidential Business Information of The Sherwin-Williams Company Page: 9 of 13 Hazardous Materials Inventory Statement RESILIENCE' Exterior Acrylic Latex Flat, Super White Titanium oxide (TiO2) 16.16 640413290 0.8 Quart I,D L 2 0 0 1'00 RESILIENCE' Exterior Acrylic Latex Flat, Extra White Titanium oxide (TiO2) 16.16 640413332 0.5 Quart I,D L 2 0 0 1'00 RESILIENCE' Exterior Acrylic Latex Flat, Extra White Titanium oxide (TiO2) 16.16 640413340 6.0 Gal I,D L 2 0 0 1'00 RESILIENCE' Exterior Acrylic Latex Flat, Extra White Titanium oxide (TiO2) 16.16 640413357 5.0 5 Gal I,D L 2 0 0 1'00 RESILIENCE' Exterior Acrylic Latex Flat, Light Yellow Nepheline Syenite 15.72 640413456 0.8 Quart I,D L 2 0 0 1'00 RESILIENCE' Exterior Acrylic Latex Flat, Vivid Yellow Nepheline Syenite 23.62 650097108 0.8 Quart L 2 0 0 0/00 RESILIENCE' Exterior Acrylic Latex Satin, Primary Red 2-Propenoic acid, 2 -methyl-, methyl ester, polymer with butyl 28.51 650097132 0.8 Quart L 2 0 0 0/00 RESILIENCE' Exterior Acrylic Latex Satin, Primary Red 2-Propenoic acid, 2 -methyl-, methyl ester, polymer with butyl 28.51 650097140 4.0 Gal L 2 0 0 0/00 RESILIENCE' Exterior Acrylic Latex Satin, Ultradeep Base 2-Propenoic acid, 2 -methyl-, methyl ester, polymer with butyl 28.56 640413621 7.0 Gal L 0 0 0 0/00 RESILIENCE' Exterior Acrylic Latex Satin, Ultradeep Base 2-Propenoic acid, 2 -methyl-, methyl ester, polymer with butyl 28.56 640413639 15.0 5 Gal L 0 0 0 0/00 RESILIENCE' Exterior Acrylic Latex Satin, Super White 2-Propenoic acid, 2 -methyl-, methyl ester, polymer with butyl 20.88 640413498 1.0 Quart I,D L 2 0 0 1'00 RESILIENCE' Exterior Acrylic Latex Satin, Super White 2-Propenoic acid, 2 -methyl-, methyl ester, polymer with butyl 20.88 640413506 4.0 Gal I,D L 2 0 0 1'00 RESILIENCE' Exterior Acrylic Latex Satin, Extra White 2-Propenoic acid, 2 -methyl-, methyl ester, polymer with butyl 21.69 640413530 0.8 Quart I,D L 2 0 0 1'00 RESILIENCE' Exterior Acrylic Latex Satin, Extra White 2-Propenoic acid, 2 -methyl-, methyl ester, polymer with butyl 21.69 640413548 9.0 Gal I,D L 2 0 0 1'00 RESILIENCE' Exterior Acrylic Latex Satin, Extra White 2-Propenoic acid, 2 -methyl-, methyl ester, polymer with butyl 21.69 640413555 15.0 5 Gal I,D L 2 0 0 1'00 RESILIENCE' Exterior Acrylic Latex Satin, Light Yellow 2-Propenoic acid, 2 -methyl-, methyl ester, polymer with butyl 22.29 640413654 0.5 Quart I,D L 2 0 0 1'00 RESILIENCE' Exterior Acrylic Latex Satin, Light Yellow 2-Propenoic acid, 2 -methyl-, methyl ester, polymer with butyl 22.29 640413662 3.0 Gal I,D L 2 0 0 1'00 RESILIENCE' Exterior Acrylic Latex Satin, Vivid Yellow 2-Propenoic acid, 2 -methyl-, methyl ester, polymer with butyl 28.30 650097173 5.0 Gal L 2 0 0 0/00 RESILIENCE' Exterior Acrylic Latex Gloss, Primary Red 2-Propenoic acid, 2 -methyl-, polymerwith methyl 2 -methyl -2-1 32.97 650097207 0.5 Quart L 2 0 0 0/00 RESILIENCE' Exterior Acrylic Latex Gloss, Primary Red 2-Propenoic acid, 2 -methyl-, polymerwith methyl 2 -methyl -2-1 32.97 650097215 3.0 Gal L 2 0 0 0/00 RESILIENCE' Exterior Acrylic Latex Gloss, Ultradeep Base 2-Propenoic acid, 2 -methyl-, polymer with methyl 2 -methyl -2-1 36.10 650105380 1.0 Quart I L 0 0 0 3/00 RESILIENCE' Exterior Acrylic Latex Gloss, Ultradeep Base 2-Propenoic acid, 2 -methyl-, polymer with methyl 2 -methyl -2-1 36.10 650047400 3.0 Gal I L 0 0 0 3/00 RESILIENCE' Exterior Acrylic Latex Gloss, Super White 2-Propenoic acid, 2 -methyl-, polymer with methyl 2 -methyl -2-1 26.94 650048895 1.0 Quart I,D L 1 0 0 1'00 RESILIENCE' Exterior Acrylic Latex Gloss, Extra White 2-Propenoic acid, 2 -methyl-, polymer with methyl 2 -methyl -2-1 27.20 650105364 1.0 Quart I,D L 1 0 0 1'00 RESILIENCE' Exterior Acrylic Latex Gloss, Extra White 2-Propenoic acid, 2 -methyl-, polymer with methyl 2 -methyl -2-1 27.20 650047368 2.0 Gal I,D L 1 0 0 1'00 RESILIENCE' Exterior Acrylic Latex Gloss, Extra White 2-Propenoic acid, 2 -methyl-, polymer with methyl 2 -methyl -2-1 27.20 650047376 5.0 5 Gal I,D L 1 0 0 1'00 RESILIENCE' Exterior Acrylic Latex Gloss, Deep Base 2-Propenoic acid, 2 -methyl-, polymer with methyl 2 -methyl -2-1 35.26 650105372 0.5 Quart D L 1 0 0 0'00 RESILIENCE' Exterior Acrylic Latex Gloss, Deep Base 2-Propenoic acid, 2 -methyl-, polymer with methyl 2 -methyl -2-1 35.26 650047384 2.0 Gal D L 1 0 0 0'00 Emerald' Exterior Acrylic Latex Flat, Ultradeep Base Acrylic Polymer 20.13 650369960 3.0 Gal I,D L 2 0 0 3'00 Emerald' Exterior Acrylic Latex Flat, Extra White Acrylic Polymer 15.58 650369929 4.0 Gal I,D L 2 0 0 3'00 Emerald' Exterior Acrylic Latex Flat, Deep Base Acrylic Polymer 18.43 650369945 2.0 Gal I,D L 2 0 0 3'00 Emerald' Rain Refresh Exterior Acrylic Latex Flat, Extra White Nepheline Syenite 16.71 651141848 8.0 Gal I,D L 3 0 0 3'00 Emerald' Exterior Acrylic Latex Satin, Ultradeep Base Acrylic Polymer 27.21 650370117 8.0 Gal I,D L 2 0 0 3'00 Emerald' Exterior Acrylic Latex Satin, Ultradeep Base Acrylic Polymer 27.21 650370133 20.0 5 Gal I,D L 2 0 0 3'00 EMERALD' Rain Refresh Exterior Acrylic Latex Satin, Ultradeep Base Acrylic Polymer 20.48 651141962 4.0 Gal I,D L 2 0 0 3'00 EMERALD' Rain Refresh Exterior Acrylic Latex Satin, Ultradeep Base Acrylic Polymer 20.48 651141970 20.0 5 Gal I,D L 2 0 0 3'00 Emerald' Exterior Acrylic Latex Satin, Deep Base Acrylic Polymer 27.70 650370091 5.0 Gal I,D L 2 0 0 3'00 Emerald' Exterior Acrylic Latex Satin, Deep Base Acrylic Polymer 27.70 650370109 20.0 5 Gal I,D L 2 0 0 3'00 EMERALD' Rain Refresh Exterior Acrylic Latex Satin, Extra White Acrylic Polymer 18.45 651141913 6.0 Gal I,D L 2 0 0 3'00 EMERALD' Rain Refresh Exterior Acrylic Latex Satin, Extra White Acrylic Polymer 18.45 651141921 20.0 5 Gal I,D L 2 0 0 3'00 EMERALD' Rain Refresh Exterior Acrylic Latex Satin, Deep Base Acrylic Polymer 19.63 651141939 3.0 Gal I,D L 2 0 0 3'00 EMERALD' Rain Refresh Exterior Acrylic Latex Satin, Deep Base Acrylic Polymer 19.63 651141954 20.0 5 Gal I,D L 2 0 0 3'00 Emerald' Exterior Acrylic Latex Gloss, Ultradeep Base Acrylic Polymer 33.96 650370281 3.0 Gal I,D L 2 0 0 3'00 Emerald' Exterior Acrylic Latex Gloss, High Reflective White Acrylic Polymer 26.55 650370208 4.0 Gal I,D L 1 0 0 3'00 Emerald' Exterior Acrylic Latex Gloss, Extra White Acrylic Polymer 26.71 650370232 4.0 Gal I,D L 1 0 0 3'00 Emerald' Exterior Acrylic Latex Gloss, Deep Base Acrylic Polymer 31.70 650370257 4.0 Gal I,D L 1 0 0 3'00 LOXON' Concrete & Masonry Primer/Sealer, White Titanium oxide (TiO2) 10.77 651032724 4.0 Gal I,D L 3 0 0 3'00 LOXON XP' Waterproofing Masonry Coating, Extra White Nepheline Syenite 16.56 651032807 5.0 Gal I,D L 1 0 0 1'00 LOXON XP' Waterproofing Masonry Coating, Deep Base Nepheline Syenite 20.07 651032831 5.0 5 Gal I,D L 1 0 0 3'00 LOXON' Water Blocking Primer/Finish, White Nepheline Syenite 17.34 651033136 5.0 Gal I,D L 1 0 0 1'00 SuperDeck' Deck & Dock Coating, Ultradeep Base Acrylic Polymer 29.63 650925779 5.0 Gal I,D L 2 0 0 3'00 SuperDeck' Deck & Dock Coating, Ultradeep Base Acrylic Polymer 29.63 650931595 5.0 5 Gal I,D L 2 0 0 3'00 SuperDeck' Deck & Dock Coating, Extra White Acrylic Polymer 23.07 650925720 1.0 Gal I,D L 2 0 0 3'00 H&C' ULTRAPAVER Water -Based Paver Sealer, Natural Acrylic Polymer 17.47 650712219 3.0 Gal I,D L 2 0 0 2'00 H&C' INFUSION' Water -Based Semi -Transparent Decorative Concrete Stain, C.I. Pigment Yellow42 2.12 650712136 2.0 Gal L 1 0 0 0/00 Run Date: 7/1/2020 11:08 AM Confidential Business Information of The Sherwin-Williams Company Page: 10 of 13 Hazardous Materials Inventory Statement WOODSCAPES' Acrylic Solid Color Exterior House Stain, Ultradeep Base Nepheline Syenite 15.80 640333548 17.0 Gal I,D L 3 0 0 3'00 WOODSCAPES' Acrylic Solid Color Exterior House Stain, Ultradeep Base Nepheline Syenite 15.80 640333555 25.0 5 Gal I,D L 3 0 0 3'00 WOODSCAPES' Acrylic Solid Color Exterior House Stain, Extra White Acrylic Polymer 14.59 640514956 7.0 Gal I,D L 3 0 0 3'00 WOODSCAPES' Acrylic Solid Color Exterior House Stain, Extra White Acrylic Polymer 14.59 640514964 20.0 5 Gal I,D L 3 0 0 3'00 WOODSCAPES' Acrylic Solid Color Exterior House Stain, Deep Base Acrylic Polymer 15.01 640333522 6.0 Gal I,D L 3 0 0 3'00 WOODSCAPES' Acrylic Solid Color Exterior House Stain, Deep Base Acrylic Polymer 15.01 640333530 35.0 5 Gal I,D L 3 0 0 3'00 H&C' CONCRETEREADY* Single -Component Quick Patch and Repair, Clear Quartz (SiO2) 54.90 650712326 3.0 Each I,D S 3 3'00 SuperDeck' Stain & Sealer Remover Sodium hydroxide (Na(OH)) 7.28 651044562 6.0 Gal R,I L 3 3/04 SMART STRIP' by PEEL AWAY' Advanced Paint Remover Titanium oxide(TiO2) 5.00 1053198 2.0 Gal I,D L 1 1'00 PEEL AWAY* 1 Heavy -Duty Paint Remover Calcium hydroxide (Ca(OH)2) 21.00 9440181 2.0 Gal I L 3 300 H&C' Shield -Crete Deco -Flakes, Salt & Pepper Sulfuric acid, barium salt (1:1) 70.00 651118184 4.0 Each D S 0 0 0 0'00 H&C' Shield -Crete Deco -Flakes, Pebble Beach Sulfuric acid, barium salt (1:1) 70.00 651118200 4.0 Each D S 0 0 0 0'00 MINWAX' Water Based Oil -Modified Polyurethane, Clear Gloss Urethane Polymer 29.73 1437334 1.5 Quart I,D L 3 0 0 3'00 MINWAX' Water Based Oil -Modified Polyurethane, Clear Semi -Gloss Urethane Polymer 29.13 1437342 0.8 Quart I,D L 3 0 0 3'00 MINWAX' Water Based Oil -Modified Polyurethane, Clear Satin Urethane Polymer 28.94 1437359 1.0 Quart I,D L 3 0 0 3'00 MINWAX' Water Based Oil -Modified Polyurethane, Clear Satin Urethane Polymer 28.94 1437383 1.0 Gal I,D L 3 0 0 3'00 CRAWFORD'S Painter's Putty Linseed oil 30.00 1558873 2.0 Quart I,D L 1 1'00 All Purpose Paintable Silicone Carbonic acid calcium salt (1:1) 37.47 650348980 0.3 11 fl I,D L 2 0 0 3'00 SHER-MAX' ULTRA Urethanized Elastomeric Sealant, Clear Acrylic Polymer 52.03 1632017 1.5 11 fl I L 1 0 0 3/00 950A Siliconized Acrylic Latex Caulk, White Limestone 58.08 1518323 7.2 11 fl I,D L 2 0 0 3'00 950A Siliconized Acrylic Latex Caulk, Clear Acrylic Polymer 43.51 1518331 1.1 11 fl I L 1 0 0 3/00 POWERHOUSE' 1100A Siliconized Acrylic Latex Sealant- 60 Year, White Limestone 49.06 1781699 2.8 11 fl I,D L 2 0 0 2'00 WHITE LIGHTNING' 3006' Advanced Formula, White Limestone 58.08 1566017 1.4 11 fl I,D L 2 0 0 3'00 NR4000 Siliconized Acrylic Latex Caulk Limestone 60.33 1627595 1.3 11 fl I,D L 2 0 0 2'00 POWERHOUSE' 1100A Siliconized Acrylic Latex Sealant- 60 Year, Antique V Limestone 50.18 1326776 0.6 11 fl I,D L 2 0 0 2'00 POWERHOUSE' 1100A Siliconized Acrylic Latex Sealant- 60 Year, Beige Limestone 50.21 1326784 1.0 11 fl I,D L 2 0 0 2'00 POWERHOUSE' 1100A Siliconized Acrylic Latex Sealant- 60 Year, Cedar Limestone 50.36 1326800 0.7 11 fl I,D L 2 0 0 2'00 POWERHOUSE' 1100A Siliconized Acrylic Latex Sealant- 60 Year, Dark BION Limestone 50.41 1326842 0.3 11 fl I,D L 2 0 0 2'00 POWERHOUSE' 1100A Siliconized Acrylic Latex Sealant- 60 Year, Dover Wt Limestone 50.18 1326834 1.1 11 fl I,D L 2 0 0 2'00 1050QD Siliconized Acrylic Latex Caulk Limestone 56.76 650865041 14.3 11 fl I,D L 2 0 0 3'00 H&C' HYDRO -DEFEND' Water -Based Concrete & Driveway Protector Triethoxy(2,4,4-trimethylpentyl)silane 6.73 650712359 5.0 Gal L 3 0 0 0/00 Shrink -Free Spackling Acrylic Polymer 19.51 1510627 0.9 0.5 Pt L 1 0/00 Shrink -Free Spackling Acrylic Polymer 19.51 1510619 2.0 Quart L 1 0/00 Shrink -Free Spackling Acrylic Polymer 19.51 1510817 2.0 1 Gal L 1 0/00 S -W C50 SPACKLING PASTE Limestone 69.66 1516426 0.6 0.5 Pt I,D L 1 0 0 2'00 S -W C50 SPACKLING PASTE Limestone 69.66 1516442 0.5 Quart I,D L 1 0 0 2'00 BLEND -A -COLOR' Toner, Magenta 1,2-Ethanediol 25.71 640358271 0.5 Quart I,D L 2 0 0 3'00 BLEND -A -COLOR' Toner, Yellow(Interior Only) 1,2-Ethanediol 20.98 640343349 2.0 Quart I,D L 2 0 0 3'00 BLEND -A -COLOR' Toner, New Red Talc(Mg3H2(SiO3)4) 28.56 640382610 1.5 Quart I,D L 2 0 0 3'00 BLEND -A -COLOR' Toner, New Green Talc(Mg3H2(SiO3)4) 25.88 640382628 0.5 Quart I,D L 3 0 0 3'00 MINWAX WOOD PUTTY*, Golden Oak Carbonic acid calcium salt (1:1) 50.00 1604255 6.0 Each I,D L 2 1'00 MINWAX WOOD PUTTY', Red Mahogany Carbonic acid calcium salt (1:1) 50.00 1604271 3.0 Each I,D L 2 1'00 MINWAX WOOD PUTTY*, White Carbonic acid calcium salt (1:1) 50.00 1604248 6.0 Each I,D L 2 1'00 MINWAX WOOD PUTTY*, Walnut Carbonic acid calcium salt (1:1) 50.00 1604214 5.0 Each I,D L 2 1'00 MINWAX WOOD PUTTY', Ebony Carbonic acid calcium salt (1:1) 50.00 1604263 3.0 Each I,D L 2 1'00 H&C' COLORTOP' Water -Based Solid Color Concrete Stain, Tintbase White Acrylic Polymer 20.51 650711450 3.0 Gal I,D L 2 0 0 2'00 H&C' COLORTOP' Water -Based Solid Color Concrete Stain, Deep Base Acrylic Polymer 21.04 650711633 3.0 Gal I,D L 2 0 0 2'00 H&C'ACRYLA-DECK' Water -Based Solid Color Hi -Build Deck Coating, Tint BAcrylic Polymer 24.11 651042921 4.0 Gal D L 0 0 0 0'00 MINWAX' Water -Based Wood Stain, Clear Tint Base Acrylic Polymer 21.93 9054404 0.5 Quart I L 3 0 0 2/00 MINWAX' Water -Based Pre -Stain Wood Conditioner Acrylic Polymer 9.17 650482938 1.0 Quart L 1 0 0 0/00 SuperDeck' Exterior Waterborne Semi -Transparent Deck Stain, Tint Base Ent Acrylic Polymer 17.17 650930852 16.0 Gal I,D L 2 0 0 3'00 SuperDeck' Exterior Waterborne Semi -Transparent Deck Stain, Tint Base Ent Acrylic Polymer 17.17 650930860 10.0 5 Gal I,D L 2 0 0 3'00 SuperDeck' IR Reflective Exterior Waterborne Semi -Solid Color Stain, SW351 Acrylic Polymer 21.04 650869316 1.0 Gal I,D L 2 0 0 3'00 SuperDeck' IR Reflective Exterior Waterborne Semi -Solid Color Stain, SW352 Acrylic Polymer 21.09 650869373 3.0 Gal I,D L 2 0 0 3'00 SuperDeck' Exterior Waterborne Semi -Solid Color Stain, Tint Base Acrylic Polymer 21.36 650869258 5.0 Gal I,D L 2 0 0 3'00 Run Date: 7/1/2020 11:08 AM Confidential Business Information of The Sherwin-Williams Company Page: 11 of 13 Hazardous Materials Inventory Statement SuperDeck' Exterior Waterborne Semi -Solid Color Stain, Tint Base Acrylic Polymer 21.36 650869266 10.0 5 Gal I,D L 2 0 0 3'00 SuperDeck' IR Reflective Exterior Waterborne Semi -Solid Color Stain, SW351 Acrylic Polymer 21.15 650869332 4.0 Gal I,D L 2 0 0 3'00 SuperDeck' IR Reflective Exterior Waterborne Solid Color Stain, SW3026 Kin(Acrylic Polymer 17.16 650864853 2.0 Gal I,D L 3 0 0 3'00 SuperDeck' IR Reflective Exterior Waterborne Solid Color Stain, SW3007 Lod Acrylic Polymer 16.77 650866122 2.0 Gal I,D L 3 0 0 3'00 SuperDeck' IR Reflective Exterior Waterborne Solid Color Stain, SW3046 Pine Acrylic Polymer 16.51 650866197 1.0 Gal I,D L 3 0 0 3'00 SuperDeck' Exterior Waterborne Solid Color Deck Stain, Ultradeep Base Acrylic Polymer 19.01 650930795 20.0 5 Gal I,D L 3 0 0 3'00 SuperDeck' Exterior Waterborne Solid Color Deck Stain, Extra White Acrylic Polymer 17.26 650930746 6.0 Gal I,D L 2 0 0 2'00 SuperDeck' Exterior Waterborne Solid Color Deck Stain, Extra White Acrylic Polymer 17.26 650930753 20.0 5 Gal I,D L 2 0 0 2'00 SuperDeck' Exterior Waterborne Solid Color Deck Stain, Deep Base Acrylic Polymer 19.28 650930761 6.0 Gal I,D L 3 0 0 3'00 SuperDeck' Exterior Waterborne Solid Color Deck Stain, Deep Base Acrylic Polymer 19.28 650930779 20.0 5 Gal I,D L 3 0 0 3'00 SuperDeck' Log Home & Deck Stain, Tint Base Acrylic Polymer 24.36 650882228 8.0 Gal I,D L 1 0 0 3'00 WOODSCAPES' Semi -Transparent Polyurethane Exterior House Stain, Clear Urethane Polymer 7.70 640119103 1.8 Quart I,D L 2 0 0 3'00 WOODSCAPES' Semi -Transparent Polyurethane Exterior House Stain, Clear Urethane Polymer 7.70 1040351 8.0 Gal I,D L 2 0 0 3'00 WOODSCAPES' Semi -Transparent Polyurethane Exterior House Stain, Clear Urethane Polymer 7.70 1040369 35.0 5 Gal I,D L 2 0 0 3'00 H&C' SHIELD -CRETE' WB Acrylic Clear Glaze Acrylic Polymer 29.40 650711682 7.0 Gal I,D L 2 0 0 3'00 ALL SURFACE ENAMEL- Latex High Gloss, Black Acrylic Polymer 36.31 650900731 1.5 Quart I,D L 0 0 0 3'00 ALL SURFACE ENAMEL- Latex High Gloss, Black Acrylic Polymer 36.31 650900749 2.0 Gal I,D L 0 0 0 3'00 ALL SURFACE ENAMEL- Acrylic Latex Satin, Black Acrylic Polymer 21.92 650900780 0.8 Quart I,D L 2 0 0 3'00 ALL SURFACE ENAMEL- Acrylic Latex Satin, Black Acrylic Polymer 21.92 650900806 2.0 Gal I,D L 2 0 0 3'00 ALL SURFACE ENAMEL- Latex High Gloss, Safety Red Acrylic Polymer 33.21 650900699 0.5 Quart I,D L 2 0 0 3'00 ALL SURFACE ENAMEL- Latex High Gloss, Ultradeep Base Acrylic Polymer 36.28 650900640 1.5 Quart I,D L 0 0 0 3'00 ALL SURFACE ENAMEL- Latex High Gloss, Ultradeep Base Acrylic Polymer 36.28 650900665 4.0 Gal I,D L 0 0 0 3'00 ALL SURFACE ENAMEL- Acrylic Latex Satin, Ultradeep Base Acrylic Polymer 28.29 650900756 1.0 Quart I,D L 2 0 0 3'00 ALL SURFACE ENAMEL- Acrylic Latex Satin, Ultradeep Base Acrylic Polymer 28.29 650900764 2.0 Gal I,D L 2 0 0 3'00 All Surface Enamel Interior/Exterior Latex Primer, White 2-Propenoic acid, 2 -methyl-, methyl ester, polymer with ethen 21.93 650930886 0.8 Quart I,D L 2 0 0 3'00 All Surface Enamel Interior/Exterior Latex Primer, White 2-Propenoic acid, 2 -methyl-, methyl ester, polymer with ethen 21.93 650930894 4.0 Gal I,D L 2 0 0 3'00 ALL SURFACE ENAMEL- Latex High Gloss, Deep Base Acrylic Polymer 32.99 650900608 1.3 Quart I,D L 0 0 0 3'00 ALL SURFACE ENAMEL- Acrylic Latex Satin, Deep Base Acrylic Polymer 26.60 650902737 2.0 Gal I,D L 0 0 0 3'00 ALL SURFACE ENAMEL- Latex High Gloss, Safety Yellow Acrylic Polymer 31.62 650900715 0.8 Quart I,D L 0 0 0 3'00 PRO INDUSTRIAL' DTM Acrylic Gloss, Safety Red Acrylic Polymer 33.21 650827157 4.0 Gal I,D L 2 0 0 3'00 PRO INDUSTRIAL' Acrylic- Semi -Gloss, Ultra Deep Base Acrylic Polymer 30.13 650023625 4.0 Gal I,D L 1 0 0 3'00 PRO INDUSTRIAL' Acrylic- Semi -Gloss, Ultra Deep Base Acrylic Polymer 30.13 650023633 5.0 5 Gal I,D L 1 0 0 3'00 PRO INDUSTRIAL' DTM Acrylic Semi -Gloss, Ultradeep Base Acrylic Polymer 29.25 650827280 5.0 Gal I,D L 2 0 0 3'00 PRO INDUSTRIAL' DTM Acrylic Semi -Gloss, Ultradeep Base Acrylic Polymer 29.25 650827298 5.0 5 Gal I,D L 2 0 0 3'00 PRO INDUSTRIAL' Multi -Surface Acrylic Eg-Shel Coating, Ultradeep Base Acrylic Polymer 36.13 650867708 1.0 Gal I,D L 2 0 0 3'00 PRO INDUSTRIAL' Acrylic - Semi -Gloss, Extra White Acrylic Polymer 26.67 650023583 5.0 Gal I,D L 2 0 0 3'00 PRO INDUSTRIAL' Acrylic - Semi -Gloss, Extra White Acrylic Polymer 26.67 650023591 5.0 5Gal I,D L 2 0 0 3'00 PRO INDUSTRIAL' Acrylic - Semi -Gloss, Deep Base Acrylic Polymer 28.01 650023609 3.0 Gal I,D L 2 0 0 3'00 PRO INDUSTRIAL' Acrylic - Semi -Gloss, Deep Base Acrylic Polymer 28.01 650023617 5.0 5Gal I,D L 2 0 0 3'00 PRO INDUSTRIAL' DTM Acrylic Semi -Gloss, Extra White Acrylic Polymer 24.96 650827181 8.0 Gal I,D L 0 0 0 3'00 PRO INDUSTRIAL' PRO-CRYL' Universal Acrylic Primer, Off White 2- Prop enoic acid, 2-m ethyl-, methyl ester, polym er with ethen 22.48 650930639 4.0 Gal I,D L 2 0 0 3'00 PRO INDUSTRIAL' PRO-CRYL' Universal Acrylic Primer, Off White 2- Prop enoic acid, 2-m ethyl-, methyl ester, polym er with ethen 22.48 650930647 5.0 5 Gal I,D L 2 0 0 3'00 PRO INDUSTRIAL' DTM Acrylic Gloss, Safety Yellow Acrylic Polymer 31.62 650827165 4.0 Gal I,D L 0 0 0 3'00 ProClassie Interior Waterbased Acrylic -Alkyd Semi -Gloss Enamel, Extra Whib Acrylic Modified Alkyd 20.66 650153661 1.3 Quart I,D L 2 0 0 2'00 ProClassie Interior Waterbased Acrylic -Alkyd Semi -Gloss Enamel, Extra Whib Acrylic Modified Alkyd 20.66 650153679 1.0 Gal I,D L 2 0 0 2'00 ProClassie Interior Waterbased Acrylic -Alkyd Semi -Gloss, Extra White Titanium oxide (TiO2) 20.35 651075244 4.0 Gal D L 0 0 0 0'00 ProClassie Interior Waterbased Acrylic -Alkyd Semi -Gloss, Extra White Titanium oxide (TiO2) 20.35 651075251 15.0 5 Gal D L 0 0 0 0'00 PRO INDUSTRIAL` Waterbased Alkyd Urethane Semi -Gloss, Extra White Titanium oxide (TiO2) 23.64 651078800 8.0 Gal D L 0 0 0 0'00 Emerald' Urethane Trim Enamel Satin, Ultradeep Kaolin 10.89 650996648 1.0 Quart I,D L 3 0 0 3'00 Emerald' Urethane Trim Enamel Satin, Ultradeep Kaolin 10.89 650994783 4.0 Gal I,D L 3 0 0 3'00 Emerald' Urethane Trim Enamel Satin, Deep Base Kaolin 13.40 650996630 1.0 Quart I,D L 3 0 0 3'00 Emerald' Urethane Trim Enamel Satin, Deep Base Kaolin 13.40 650994775 3.0 Gal I,D L 3 0 0 3'00 Emerald' Urethane Trim Enamel Satin, High Hide White Titanium oxide (TiO2) 23.05 651078537 1.0 Quart D L 0 0 0 0'00 Emerald' Urethane Trim Enamel Satin, High Hide White Titanium oxide (TiO2) 23.05 651078586 6.0 Gal D L 0 0 0 0'00 Emerald' Urethane Trim Enamel Semi -Gloss, Ultradeep Kaolin 9.61 650996689 1.0 Quart I,D L 3 0 0 3'00 Run Date: 7/1/2020 11:08 AM Confidential Business Information of The Sherwin-Williams Company Page: 12 of 13 Hazardous Materials Inventory Statement Emerald' Urethane Trim Enamel Semi -Gloss, Ultradeep Kaolin 9.61 650994825 5.0 Gal I,D L Emerald' Urethane Trim Enamel Semi -Gloss, Deep Base Kaolin 8.05 650996671 1.0 Quart I,D L Emerald' Urethane Trim Enamel Semi -Gloss, Deep Base Kaolin 8.05 650994817 6.0 Gal I,D L Emerald' Urethane Trim Enamel Semi -Gloss, High Hide White Titanium oxide (TiO2) 23.64 651078594 1.0 Quart D L Emerald' Urethane Trim Enamel Semi -Gloss, High Hide White Titanium oxide (TiO2) 23.64 651078602 2.0 Gal D L Emerald' Urethane Trim Enamel Semi -Gloss, High Hide White Titanium oxide (TiO2) 23.64 651093676 5.0 5 Gal D L Emerald' Urethane Trim Enamel Gloss, High Hide White Titanium oxide (TiO2) 24.21 651078628 3.0 Gal D L SuperDeck' Exterior Waterborne Clear Sealer Alkyd Polymer 7.39 650881774 4.0 Gal I,D L PRO INDUSTRIAL' Pre -Catalyzed Waterbased Epoxy Semi -Gloss, Extra Whit Acrylic Polymer 21.56 650984016 4.0 Gal D L MINWAX' Water -Based HELMSMAN' Urethane, Gloss Urethane Polymer 26.67 650102759 0.5 Quart I,D L MINWAX' Water -Based HELMSMAN' Urethane, Satin Urethane Polymer 25.96 650102809 0.5 Quart I,D L CLASS NAP TOTAL 3,406.5 Gallons 65.0 Each 3 0 0 3'00 3 0 0 3'00 3 0 0 3'00 0 0 0 0'00 0 0 0 0'00 0 0 0 0'00 0 0 0 0'00 2 0 0 3'00 0 0 0 0'00 2 0 0 3'00 2 0 0 3'00 ). An amount of 1,600 gallons of Class IB, IC, II and IIIA are allowed in each non sprinklered control area. (See IBC 2015 309.1, 414.2.5(2) & 2015 IFC table 5704.3.4.1). Run Date: 7/1/2020 11:08 AM Confidential Business Information of The Sherwin-Williams Company Page: 13 of 13