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