Hanford City Council
May 19, 2026

1 Lisa Dock
From: Frank Senteno
Sent: Monday, February 10, 2025 4:13 PM
To: [email protected]
Cc: Lisa Dock; Jason Waters
Subject: Houston Avenue Slough Interconnect Pipe
Nicolas
The item to appropriate funding for construction are scheduled for the February 18 Council Agenda.

We received your 3-bids but also was advised by our staff that you are asking 20% of construction cost in the amount $ 92,426.20 for Developer related overhead reimbursement for project management and design costs. I have researched our project records and agreements and nowhere does it state that the City reimburses for soft costs or specifically for this item of work. Further, our Development Impact Fee Program reimburses per unit cost and has no provisions for the reimbursement of soft costs. Additionally, SJVH was required to construct the SD Pipe under Houston to connect the existing Sloughs as part of the Development Agreement. Therefore, engineering and other O/H costs are borne by the Developer.

Staff will thus be revising the Council Agenda item accordingly.

Sincerely
Frank Senteno, P.E.

Utilities and Engineering Department
Director
Phone: (559) 585-2567
Email: [email protected]
900 South 10th Avenue
Hanford, CA 93230
www.hanford.city

FINAL PROJECT CONSTRUCTION AND FINANCE HISTORY
PROJECT: Sand Slough Interconnect Project
CONTRACTOR: Golden Valley Pipeline
PO Box 510
Tulare, CA 93275
CONTRACT DATES: Council Award February 18, 2025
Contractor Started Work February 19, 2025
Contract Time of Completion April 15, 2026
Contractor Completed Work April 15, 2026
CONTRACT CHANGE ORDERS:
• Change Order No. 1 - Change in Trench Paving Scope and Additional Soils Testing for a net decrease of $32,641.00
• Project Winterization: October 2025 – March 2026
FINANCIAL HISTORY:

SOURCE OF BUDGET FUNDING AMOUNT
FY 22/23 Capital Improvement Budget $ 151,130.00
Additional appropriation approved 2/18/2025 $ 363,.99.00 Total Budget Funding $ 514,229.00

CONSTRUCTION COSTS
Contract – Total Bid Award $ 461,681.00
CCO #1 – Modified Trench Paving and Soils Testing (Credit) -$32,640.00 Total Construction Cost $ 429,041.00
(Reimbursement to Presidio JJR Hidden Oak II 130, LLC)
Fund Balance: $ 85,188.00

City of HANFORD CALIFORNIA 93230
CITY OFFICES 319 NORTH DOUTY STREET

RECORDING REQUESTED BY:

CITY OF HANFORD
When recorded return to:

City Clerk
City of Hanford
315 North Douty Street
Hanford, California 93230-3951

G.C. 27361.3 - Fee NIL

NOTICE OF COMPLETION
TO WHOM IT MAY CONCERN:

YOU ARE HEREBY NOTIFIED AS FOLLOWS:

1. The work of Improvement is located at: Houston Avenue east of 12th Avenue at Sand Slough crossing, in Hanford CA.

2. The Improvement is particularly described as: construct culvert ditch crossing on Houston Avenue at the Sand Slough crossing east of 12th Avenue

3. The date of completion of the work of Improvement: April 15, 2026.

4. The Owner of the work of Improvement: City of Hanford.

5. The nature of the owner’s interest or estate: Fee Simple Title.

6. The name of the original contractor for the work of Improvement:

Golden Valley Pipeline.

7. The surety for the work of Improvement: Market Insurance Company of Illinois, and licensed in California

8. All work for this project has been completed.

9. Accepted by minute action of the City Council of the City of Hanford on: May 19, 2026 I certify under penalty of perjury that the foregoing is true and correct.

Dated this 19th day of May, 2026
BY: ________________________________________
Mark Kairis, Mayor
City of Hanford, County of Kings, State of California

I, the undersigned, say:

I am the person who signed the foregoing notice. I have read the above notice and know its contents, and the facts stated therein are true of my own knowledge.

I declare under penalty of perjury that the foregoing is true and correct.

Executed at Hanford, California, this ____ day of ___________, 2026.

BY: ________________________________________
Mark Kairis, Mayor
City of Hanford, County of Kings, State of California
Authority: Section 1181 Civil Code

13.K.

AGENDA

STAFF REPORT
MEETING DATE: 5/19/2026 AGENDA SECTION: CONSENT CALENDAR SUBJECT:

Authorization for the City Manager to enter into a contract with HFI Inc of Los Angeles, CA for the exterior painting of the Longfield Center, Coe Park Building, and City Hall in the amount of $60,700 to be funded by the Building Reserves Fund.

RECOMMENDATION:

Recommendation: It is recommended that the City Council, by motion, authorize the City Manager to enter into a contract with HFI Inc of Los Angeles, CA for the exterior painting of the Longfield Center, Coe Park Building, and City Hall in the amount of $60,700 to be funded by Building Reserves Fund.

Recommended Motion: I move to authorize the City Manager to enter into a contract with HFI Inc of Los Angeles, CA for the exterior painting of the Longfield Center, Coe Park Building, and City Hall in the amount of $60,700 to be funded by the Building Reserves Fund.

BACKGROUND:

Currently, in the City of Hanford’s Capital Improvement Program Fiscal Years 2026-2027 budget there are three City facility painting projects, with Longfield Center and Coe Park Building budgeted in FY26, and City Hall budgeted in FY27. These facilities have all had the scope of work and the lead and asbestos testing completed. The Longfield Center and City Hall are free of asbestos or lead, while the Coe Park Building contains traces of lead paint on the exterior eaves, fascia, and window trimming. The Coe Park Building lead paint is intact and will not require remediation, allowing the existing paint to be encapsulated with new paint by a certified painting contractor.

These facilities are due to be painted to preserve the condition of the exterior and reduce the need for more extensive prep work. The Coe Park Building was last painted in 2004, City Hall in 2011, and Longfield Center in 2012. Due to similarity in project scopes, staff believed that combining the three facilities into a single Request for Bids (RFB) would help reduce the overall cost of the project with decreased mobilization fees and greater quantity of work. To allow the projects to be completed simultaneously, staff proposed advancing the City Hall Exterior Repaint and Door Refinishing Project from Fiscal Year 2027 to Fiscal Year 2026 but it was ultimately not neccesary.

Staff created a Request for Quotation (RFQ 2026-18). On April 1, 2026, the City solicited quotes by posting the RFQ on Bid-Net. Contractors were able to receive all related documents, addendum, plan holder lists, and award information. All bid documents were required to be included in Bidnet Direct’s California Purchasing Group website submission to be valid at the time of bid opening.

On April 14, 2026, a non-mandatory pre-bid job walk was held at 315 N. Douty St. Staff were present

to review specifications, review the mandatory requirements imposed by the State of California Department of Industrial Relations, and answer any questions. Several contractors attended the prebid meeting.

On April 21, 2026, the City received bids from sixteen (16) contractors (bid summary attached). HFI Inc, of Los Angeles, CA. was the qualified low bidder for the City Buildings Paint Project.

Staff have reviewed the submitted bids and will be able to complete all three (3) facilities simultaneously, utilizing the FY26 budget, and without needing to advance funding from the FY 2027 CIP budget to complete the City Hall Exterior Repaint and Door Refinishing Project. The budget for Fiscal Year 2027 can be released for other needed facility repairs.

These projects will require a Public Works maintenance contract and, therefore, are subject to State of California prevailing wages, registration with the Department of Industrial Relations and submission of certified payroll to the Labor Commissioner, as well as other requirements outlined in the City’s Labor Compliance Manual which will be a part of the project specifications.

FISCAL IMPACT:

The table below shows funding within the Building Reserves Fund. These projects are already included in the City’s Capital Improvement Program for FY26-27. The combined total project cost for all three facilities is $60,700 which is below thee FY26 budget amount of $73,905. This results in a cost savings of $13,205 in FY26 and a total cost saving for FY26-27 of $45,996.

Fund Project
Title
FY26
Budget
FY27
Budget
HFI Inc
Bid
Amount
Cost
Savings
or
Increase
0417 Longfield
Center
Repaint
Exterior
$65,160 $27,000 $38,160
0417 Coe
Park
Repaint
Exterior
$8,745 $9,700 ($955)
0417 City Hall
Repaint
Exterior
and
Refinish
Doors
$32,791 $24,000 $8,791
Total: $73,905 $32,791 $60,700 $45,996
i
ATTACHMENTS:

1. RFQ 2026-18 City Hall Paint Project

2. RFQ 2026-18 Bid Results

3. HFI Inc Bid

4. Longfield-Center-Lead-Paint-Survey-Report-Final

5. Coe-Park-Exterior-Lead-Paint-Survey-Report-Final

6. City-Hall-Exterior-Lead-Paint-Survey-Report-Final

7. Longfield Center Spec

8. COE Park Facility Spec

9. City Hall Spec

1 CITY OF HANFORD, CA
REQUEST FOR QUOTATION (RFQ 2026-18)
EXTERIOR PAINTING OF THREE (3) CITY BUILDINGS
Date: April 1, 2026
The City of Hanford is seeking quotes from qualified and licensed contractors to perform all tasks associated with repainting the exterior of three City of Hanford buildings as described in the project specifics listed below. As set forth in CLC section 1771.4 (a)(1), notice is hereby given that this project is a public work, subject to compliance monitoring and enforcement by the Department of Industrial Relations, including payment of California Prevailing Wages and other requirements outlined in this request for quote and attached Exhibits. The contract, if awarded, will be to the lowest responsive/responsible bidder in the amount of the Lump Sum Bid.

Submit Quotes No Later Than: 2:00 p.m. on Tuesday, April 28, 2026 Submit Quotes Electronically: [email protected]
Project Specifics:
• Scope of Work Exhibit A-1
Map of Locations Exhibit A-2
Photos Exhibit A-3
Painting Specs/Reports Exhibit A-4
• Time of Completion No later than June 30, 2026
• Pre-Bid Job-Walk April 14, 2026 at 10:00 a.m. at 315 N. Douty, Hanford, CA • Questions Deadline April 21, 2026 at 2:00 p.m. submitted online at https://www.bidnetdirect.com/california/cityofhanford
Bidding Contractor must:
• Be licensed in accordance with the provisions of the State of California Business and Professions Code and hold a valid C-33 Contractor’s License.
• Bidder is responsible for verifying and submitting with the bid proposal, at minimum, that the bid proposal is signed, that all addenda issued are received, and that the bid bond is included with the proposal. Bids will be considered non-responsive if these items are not included with the original bid submittal.
• Bidder must be currently registered with the State of California Department of Industrial Relations in compliance with SB854. Quotes submitted by unregistered contractors or listing unregistered subcontractors will be rejected.
• Submit bid on form furnished by City of Hanford in this document.

Awarded Contractor is required to:
• Abide by the City’s General Contract provisions and submit insurance certificates as required by this RFQ (see Exhibit B-1)
• Abide by all local, state, and federal laws applicable to this work • Review subcontractor requirements with each subcontractor • Include DIR provisions in all contracts with subcontractors • Post wages at jobsite.
• Furnish electronic certified payroll records for this project to the Labor Commissioner.

2 CITY OF HANFORD, CA
REQUEST FOR QUOTATION (RFQ 2026-18) EXTERIOR PAINTING OF THREE (3) CITY BUILDINGS

BID/QUOTE FORM
In compliance with the City’s solicitation of Request for Quotation dated April 1, 2026 the undersigned BIDDER hereby proposes to furnish all materials, equipment, tools, labor, appurtenances and incidentals required for the above-stated project as set forth in the RFQ, including all exhibits and related contract documents therefore, and to perform all work in the manner and time prescribed therein.

BIDDER declares that this proposal is based upon careful examination of the work site, specifications/ drawings, and the contract requirements. If this proposal is accepted for award, BIDDER agrees to enter into a contract with CITY at the unit and/or total bid amount prices set forth on the bid form. The City reserves the right to accept or reject any or all quotes and to waive any informalities or irregularities in responses.

BIDDER understands that a bid is required for the entire work and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. It is agreed that the unit and/or lump sum prices bid include all appurtenant labor, materials, expenses, taxes, and fees. In the case of discrepancies in amounts bid, unit prices shall govern over extended amounts.

BIDDER hereby agrees to execute a contract within ten (10) working days, or such further time as may be allowed in writing by the Purchasing Division, after receiving notification of the acceptance of this Bid, and it is hereby mutually understood and agreed that in case the BIDDER does not, said Purchasing Division may proceed to award the contract to others.

BIDDER agrees to commence the work within ten (10) calendar days after the effective date and to complete the work by June 30, 2026 unless extended in writing by the Purchasing Division.

BIDDER further declares that he/she has not either directly or indirectly entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with said bid.

BIDDER acknowledges and understands that if awarded, he/she will comply with all DIR and CLC requirements applicable to this project.

The Low Bidder will be based on the Lowest Total Bid Amount for all 3 locations. After the lowest bidder has been determined, the City reserves the right to award the contract, if it is awarded, to the lowest bidder who is deemed both responsive and responsible and meets all criteria set forth in the bid specifications.

RFQ 2026-18 Exterior Painting of Three (3) City Buildings (as described in this RFQ including all attachments and exhibits) Bid Amount
(includes all labor, equipment, materials, taxes
and fees)
Longfield Center $ ____________________________________ Coe Park $ ____________________________________
City Hall $ ____________________________________
TOTAL BID AMOUNT $ ____________________________________

3 BIDDER INFORMATION:

1. _________________________________________________________ 2. __________________ Bidding Firm Name Corp/Partner/Sole

3. _________________________________________________________________________________________ Business Address City State Zip
_________________________________________________________________________________________ Telephone Number Fax Number Email

4. _________________________________________________________________________________________ Signature of Authorized Person Date Print Name
PLEASE SEE THE FOLLOWING INSTRUCTIONS REGARDING SIGNATURE:

If the BIDDER is a joint venture, signature must be made by one of the joint venturers, and if one or both of the joint venturers is a partnership or corporation, each participating partnership must sign by a general partner, and each corporation by an authorized officer or employee (if a partnership, by a general partner; if a corporation, by an authorized officer or employee). The title of the person signing must appear after his/her signature. Where BIDDER is a partnership or corporation, the names of all other general partners, or the president or secretary of the corporation and their business addresses must be shown below. ________________________________________________________________________________________________ ________________________________________________________________________________________________ ________________________________________________________________________________________________ ________________________________________________________________________________________________ ________________________________________________________________________________________________ Note: All names must be typewritten under signature. All addresses must be complete with street number, city, state, and zip code.

CONTRACTOR INFORMATION:

License Number: ________________ Classification: _______________________ Expires: __________ Contractor’s DIR Registration Number: _______________________ Expires: _________________ Federal Tax ID Number: ___________________________
City of Hanford Business Tax Certificate Number: __________________________________ REFERENCES:

Company Name Address Telephone Number Contact Name

1. ______________________________________________________________________________________________

2. ______________________________________________________________________________________________

3. ______________________________________________________________________________________________

4 SUBCONTRACTORS:

BIDDER hereby designates below for project, opposite various portions of the work, the names and locations of the places of business of each subcontractor who will perform work or labor in an amount in excess of one half of one percent (1/2 of 1%) of the total bid. All work not listed below shall be performed by the BIDDER. It is understood that the BIDDER, if awarded the contract, shall not substitute any subcontractor in place of the subcontractors herein designated without the approval of the Project Manager.

SUBCONTRACTOR INFORMATION & TRADE CLASSIFICATION (CIRCLE ALL THAT APPLY)

1. Subcontractor Name Asbestos
Boilermaker
Drywall Finisher
Drywall/Lathers
Laborers
Millwrights
Roofers
Sheet Metal
Business Address
Bricklayers Electricians Operating Eng Sound/Comm
Email Address Carpenters
Carpet/Linoleum
Elevator Mechanic
Glaziers
Painters
Pile Drivers
Surveyors
Teamster
CSLB # Expires
Cement Mason Iron Worker Pipe Trades Tile Worker
DIR Registration Number Plasterers Other:
_____________

2. Subcontractor Name Asbestos
Boilermaker
Drywall Finisher
Drywall/Lathers
Laborers
Millwrights
Roofers
Sheet Metal
Business Address
Bricklayers Electricians Operating Eng Sound/Comm
Email Address Carpenters
Carpet/Linoleum
Elevator Mechanic
Glaziers
Painters
Pile Drivers
Surveyors
Teamster
CSLB # Expires
Cement Mason Iron Worker Pipe Trades Tile Worker
DIR Registration Number Plasterers Other:
_____________
If additional subcontractors are proposed, please list them on a separate sheet of paper and include the same information as required above.

5 Proposal Guaranty – Bid Bond
Each proposal shall be accompanied by one of the following forms of bidder's security: cash, certified cashier's check, or a bidder's bond executed by an admitted surety insurer, made payable to the City of Hanford for an amount equal to at least ten percent (10%) of the total bid amount. No bid will be considered unless such cash, certified cashier's check or bidder's bond is attached therewith. Bidder’s Bond shall be furnished from an admitted surety insurer listed in the Federal Register.

Pursuant to California Code of Civil Procedure Section 995.120 an "Admitted Surety Insurer" is defined as a corporate insurer or a reciprocal or inter-insurance exchange to which the Insurance Commissioner of the State of California has issued a Certificate of Authority to transact surety insurance in the State of California.

A scanned copy of Bid Bonds must be submitted electronically with the bid through Bidnet prior to bid opening. Original hard copies of Bid Bonds shall be provided by the apparent low bidder within five business days following bid open and can be received at 900 S. 10th Ave. Hanford CA 93230 addressed to City Engineer.

6 BID GUARANTY BOND
(TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID)
KNOW ALL MEN BY THESE PRESENTS:

That , hereinafter,
called the Principal, and , hereinafter.
called the Surety, are jointly and severally held and firmly bound unto the City of Hanford, hereinafter called the Oblige, each in the penal sum of 10 percent (10%) of the total amount of the bid of the Principal for the work, this sum not to exceed, Dollars
($_________________) of lawful money of the United States for the payment whereof unto the Oblige, the Principal and Surety jointly and severally bind themselves forever firmly by these presents.

WHEREAS the Principal is herewith submitting its offer for the fulfillment of Oblige′s contract for:

EXTERIOR PAINTING OF THREE (3) CITY BUILDINGS
NOW THEREFORE, the conditions of this obligation is such that if the Principal is awarded the contract, and if the Principal, within the time specified in the bid for such contract enters into, executes, and delivers to the Oblige an agreement in the form provided herein complete with evidences of insurance, and if the Principal within the time specified in the bid gives to the Oblige the performance and payment bonds on the form provided herein, then this obligation shall be void; otherwise, the Principal and Surety will pay unto the Oblige the difference in money between the total amount of the bid of the Principal and the amount of which the Oblige legally contract with another party to fulfill the contract if the latter amount be in excess of the former, but in no event shall the Surety′s liability exceed the penal sum hereof.

AND IT IS HEREBY DECLARED AND AGREED that the Surety shall be liable under this obligation as Principal, and that nothing of any kind or nature whatsoever that will not discharge the Principal shall operate as a discharge or a release of liability of the Surety.

IT IS HEREBY FURTHER DECLARED AND AGREED that this obligation shall be binding upon and insured to the benefit of the Principal, and Surety, and the Oblige and their respective heirs, executors, administrators, successors and assigns.

7 SIGNED AND SEALED this _____ day of ________________________ 20___. (SEAL) __________________________________________________ Principal
__________________________________________________
Signature for Principal
(SEAL) __________________________________________________ Surety
__________________________________________________
Signature for Surety
__________________________________________________
Title of Signatory

8 EXHIBIT A-1

SCOPE OF WORK
The City of Hanford is requesting quotes from qualified painting contractors holding a current C-33 State of California Contractors License to perform all tasks as described in RFQ 2026-18, City Hall Painting Project in Hanford, CA. Below is the scope of work for the project.

The project consists of preparing the surfaces and repainting the exterior of three (3) City of Hanford buildings. Locations and descriptions of work are as follows:

1. Longfield Center (560 S. Douty Street, Hanford, CA)
o 10,020 sf building
o Pressure wash all surfaces to be repainted. This includes the lower CMU’s and upper stucco, doors, and trim on the exterior.
o Scrape loose paint and spot prime as needed.
o Metal flashing that has been painted shall be prepped and repainted to industry standards with similar colors.
o Repaint all surfaces with two (2) coats exterior latex enamel in an eggshell or low sheen.

Material selection will be specified later in this document.

2. Coe Park (543 S. Douty Street, Hanford, CA)
o 2,410 sf building
o Pressure washing of all surfaces to be painted. This will include exterior stucco, fascia, doors, trim, and handrails underneath side of patio cover and downspouts. o Prepare all surfaces and prime as necessary
o Repaint all surfaces with two (2) coats of exterior latex enamel with sheen and color to be specified.

3. City Hall (315 N. Douty Street, Hanford, CA)
o 25,500 sf building
o Pressure washing all painted surfaces on the exterior including stucco, wood trim, doors, window frames and sills, and any flashing that has been previously painted. o Repair any loose stucco areas before priming and retexture to approximate match. Apply a stucco bonding agent to the substrate before applying stucco patch. o Prime all raw areas.
o Re-paint all exterior surfaces with two (2) coats of exterior grade latex enamel with sheen and color to be specified.
o Prepare and re-coat polyurethane on exterior of wood doors.

In all cases appropriate protection is to be provided to non-painted areas and all masking materials and prep debris is to be disposed of properly. A hazardous material report will be provided with this RFB and if indicated appropriate hazardous material handling will be required in all locations during prep and painting. If spraying is to be done, timing and coordination with barricading must be in effect to prevent paint drift to public and City vehicles.

The City is specifying Sherwin Williams paint products. A specification of their products to be applied for each location is provided and shall be followed.

9 Time of Completion: Project must be completed by June 30, 2026 Permit Required: Contractor to Supply if needed
Permitted Work Hours: 7:00 am – 5:00 pm M-F
Prevailing Wage: Yes
Warranty Required: Yes

10 EXHIBIT A-2

MAP OF LOCATIONS

11 EXHIBIT A-3
PHOTOS
Coe Park Facility
City Hall

12 Longfield Center

13 EXHIBIT A-4

PAINTING SPECIFICATIONS AND REPORTS
See attached PDFs.

14 EXHIBIT B-1

GENERAL CONTRACT PROVISIONS/INSURANCE REQUIREMENTS

1. Successors and Assigns
This Agreement shall be binding upon and shall inure to the benefit of any successors to or assigns of the parties.

2. Prohibition of Assignment
Neither party shall assign, delegate or transfer their rights and duties in this Agreement without the written consent of the other party.

3. Notice
Except as otherwise expressly provided herein, any notice, consent, authorization or other communication to be given hereunder shall be in writing and shall be deemed duly given and received when delivered personally, when transmitted by facsimile or e-mail if receipt is acknowledged by the addressee, one business day after being deposited for next-day delivery with a nationally recognized overnight delivery service, or three business days after being mailed by first class mail, charges and postage prepaid, property addressed to the party to receive such notice at the last address furnished for such purpose by the party to whom notice is directed and addressed as follows:

CITY OF HANFORD
319 Douty St.

Hanford, CA 93230

4. Independent Contractor
It is understood and agreed that Consultant, in the performance of the Services to be performed pursuant to this Agreement, shall act as and be an independent contractor and shall not act as an agent or employee of City. Consultant shall obtain no retirement benefits or other benefits which accrue to City’s employees and Consultant hereby expressly waives any claim it may have to any such rights. Nothing in this Agreement shall create or be construed as creating a partnership, joint venture or any other relationship between City and Consultant.

5. Jurisdiction/Venue/Waiver Of Removal
This Agreement shall be administered and interpreted under the laws of the State of California.Jurisdiction of litigation arising from this Agreement shall be in California. Any action brought to interpret or enforce this Agreement, or any of the terms or conditions hereof, shall be brought in Kings County, California. The CONTRACTOR hereby expressly waives any right to remove any action to a county other than Kings County as permitted pursuant to Section 394 of the California Code of Civil Procedure.

6. Integration/Modification
This Agreement and each of the documents and exhibits or attachments referenced herein, which are incorporated by reference, represents the entire understanding of the parties as to those matters contained herein. No prior oral or written understanding shall be of any force or effect with respect to those matters covered hereunder. This Agreement may not be modified or altered except in writing signed by the parties, unless otherwise explicitly authorized.

7. Compliance with Laws
Consultant shall use the proper standard of care in performing the Services and shall comply with all applicable federal, state and local laws, codes, ordinances and regulations in effect at the time the

15 agreement is executed. In addition, if the request for proposal to provide professional services which are the subject of this Agreement cited any federal or state financial assistance involved in the project for which the Services are provided, the Consultant shall perform all services in accordance with all applicable federal and state laws, rates and regulations in effect at the time the agreement is executed.

8. Insurance Requirements
a. Consultant, at Consultant’s own cost and expense, shall procure and maintain, for the duration of this Agreement, the following insurance policies.
i. Workers Compensation Coverage. As required by the State of California, with Statutory Limits, and Employer’s Liability Insurance with a limit of no less than ONE MILLION AND NO/100 DOLLARS ($1,000,000) per accident for bodily injury or disease. ii. Commercial General Liability (CGL) Coverage. Insurance Services Office (ISO) Form CG 0001, including products and completed operations, property damage, bodily injury, and personal & advertising injury with a limit of no less than TWO MILLION AND NO/100 DOLLARS ($2,000,000) per occurrence for bodily injury, personal injury, and property damage, and a general aggregate limit of no less than FOUR MILLION AND NO/100 DOLLARS ($4,000,000). iii. Automobile Liability Coverage. ISO Form Number CA 0001 covering any auto (Code 1), or if Consultant has no owned autos, Code 8 (hired) and 9 (non-owned),with a limit no less than ONE MILLION AND NO/100 DOLLARS ($1,000,000) per accident for bodily injury and property damage.

If Consultant maintains higher limits than the minimums shown above, City requires and shall be entitled to coverage for the higher limits maintained by Consultant.

Consultant’s insurance policies shall be “occurrence” policies and not “claims-made” coverage except for Professional Liability Coverage. “Claims-made” policies must satisfy the following requirements: (i) the retroactive date of coverage must be shown and must precede the effective date of the contract; (ii) coverage shall be maintained and evidence of coverage must be provided for at least five (5) years after completion of the contract work; and (iii) if coverage is canceled or non-renewed and not replaced with another claims-made policy form with a retroactive date preceding the contract effective date, Consultant must purchase “extended reporting” coverage for a minimum of five (5) years after completion of work.

Consultant may use Umbrella or Excess Policies to provide the liability limits as required in this Agreement. This form of insurance will be acceptable provided that all of the Primary and Umbrella or Excess Policies shall provide all of the insurance coverages herein required, including, but not limited to, primary and non-contributory, additional insured, deductibles and self-insured retentions, indemnity, and defense requirements. The Umbrella or Excess policies shall be provided on a true “following form” or broader coverage basis, with coverage at least as broad as provided on the underlying insurance. No insurance policies maintained by any additional insureds, whether primary or excess, and which also apply to a loss covered hereunder, shall be called upon to contribute to a loss until Consultant’s primary and excess liability policies are exhausted.
b. Any deductibles or self-insured retentions must be declared to and approved by the City. City may require Consultant to purchase coverage with a lower deductible or retention or provide proof of ability to pay losses and related investigations, claim administration, and defense expenses within the retention. Alternatively, City may require Consultant to provide a financial guarantee satisfactory to City guaranteeing payment of losses and related investigations, claim administration, and defense expenses within the retention.

16 c. The policies are to contain, or be endorsed to contain, the following provisions:
i. City and its officers, officials, employees, and volunteers are to be covered as additional insureds on the CGL and automobile liability policies with respect to liability arising out of work or operations performed by or on behalf of Consultant including materials, parts, or equipment furnished in connection with such work or operations; products used by Consultant; or automobiles owned, leased, hired or borrowed by Consultant. General liability coverage can be provided in the form of an endorsement to Consultant’s insurance at least as broad as ISO Form CG 20 10 11 85 or if not available, through the addition of both CG 20 10, CG 20 26, CG 20 33 or CG 20 38 and CG 20 37 if a later edition is used. The coverage shall contain no special limitations on the scope of protection afforded to City and its officers, officials, employees or volunteers.
ii. For any claims related to this contract, Consultant’s insurance coverage shall be primary coverage at least as broad as ISO CG 20 01 04 13 with respect to City and its officers, officials, employees, and volunteers. Any insurance or self-insurance maintained by City and/or its officers, officials, employees, or volunteers shall be in excess of Consultant’s insurance and shall be non-contributory. iii. Each insurance policy required above shall provide that coverage shall not be canceled, except with notice to City.

Insurance is to be placed with insurers with a current A.M. Best’s rating of no less than A:VII.

Consultant shall furnish the City with original certificates and amendatory endorsements or copies of the applicable policy language effecting coverage required by this clause. All certificates and endorsements are to be received and approved by the City before work commences. However, failure to obtain the required documents prior to the work beginning shall not waive the Consultant’s obligation to provide them. City reserves the right to require complete, certified copies of all required insurance policies, including endorsements required by these specifications, at any time. d. Consultant hereby grants to City and its officers, officials, employees, and volunteers a waiver of any right to subrogation which any insurer of Consultant may acquire against the City and/or its officers, officials, employees, and volunteers by virtue of the payment of any loss under such insurance. Consultant agrees to obtain endorsements necessary to effect this waiver of subrogation, but this provision applies regardless of whether or not City has received a waiver of subrogation endorsement from the insurer.

9. Proof of Coverage
Contractor agrees to provide its insurance broker(s) with a full copy of these insurance provisions and provide City on or before the effective date of this Agreement with Certificate(s) of Insurance for all required coverages. Copies of all the required Endorsements shall be attached to the Certificate(s) of Insurance or other evidence of insurance acceptable to the City of Hanford, which shall be provided by contractor’s insurance company as evidence of the stipulated coverages. This Proof of Coverage shall then be emailed to the City of Hanford Purchasing department, [email protected].

10. Indemnification
To the fullest extent allowable by law, Consultant agrees to indemnify, defend and hold harmless the City and its officials, officers, employees, agents and volunteers from and against all claims, demands, actions, injuries, liabilities, losses, costs or damages, direct or indirect, and any and all attorneys’ fees and other expenses which City or its officials, officers, employees, agents or volunteers may sustain or incur as a consequence of or are in any way related to Consultant’s or its owners, directors, officers, managers, employees, agents and subcontractor’s willful or negligent acts or omissions in the performance of the services and Consultants responsibilities and obligations to be performed under this agreement or its failure to perform or comply with any of its obligations or responsibilities contained in this agreement;

17 excluding, however, such liability, claims, losses, damages or expenses arising from City’s sole or active negligence or willful acts. This duty to indemnify, defend, and hold harmless shall survive the termination of this agreement.

11. Attorney’s Fees
If an action at law or in equity is necessary to enforce or interpret the terms of this Agreement, the prevailing party shall be entitled to reasonable attorneys’ fees, costs and necessary disbursements in addition to any other reasonable relief to which he may be entitled. With respect to any suit, action or proceeding arising out of or related to this Agreement, or the documentation related hereto, the parties hereby submit to the jurisdiction and venue of the Superior Court for the County of Kings, State of California for any proceeding arising hereunder.

12. Headings
Section headings are provided for organizational purposes only and do not in any manner affect the scope or intent of the provisions thereunder.

13. Governing Law
This Agreement shall be construed and governed pursuant to the laws of the State of California.

14. Waiver
Waiver of a breach or default under this Agreement shall not constitute a continuing waiver of a subsequent breach of the same or any other provision under this Agreement.

15. Licenses
Consultant represents and warrants to City that it has all licenses, permits, qualifications, and insurance which are legally required of Consultant to lawfully and competently perform the Services. Consultant represents and warrants to City that Consultant shall, at its sole cost and expense, keep in effect or obtain at all times during the term of this Agreement, any licenses, permits, and insurance which are legally required of Consultant to lawfully and competently perform the Services. Consultant shall maintain a City of Hanford business license.

16. Assignment and Subcontracting
The parties recognize that a substantial inducement to City for entering into this Agreement is the reputation, experience and competence of Consultant. Assignments of any or all rights, duties or obligations of the Consultant under this Agreement will be permitted only with the express written consent of the City, which will not be unreasonably withheld. Consultant shall not subcontract any portion of the Services to be performed under this Agreement without the express written consent of the City, which will not be unreasonably withheld. If City consents to such subcontract, Consultant shall be fully responsible to City for all acts or omissions of the subcontractor. Nothing in this Agreement shall: (i) create any contractual relationship between City and subcontractor; (ii) create any obligation on the part of the City to pay or to see to the payment of any monies due to any such subcontractor; (iii) or relieve Consultant of any of its obligations and responsibilities under this Agreement.

17. Firearms Prohibited
Guns may not be carried by contractors /vendors/consultants while working on City of Hanford premises without the expressed written approval of a City of Hanford Department Head, or an exemption in the contract. If a contractor/vendor/consultant is caught carrying a gun, without City permission, their contract will be terminated.

18. Executive Order N-6-22 – Russia Sanctions
On March 4, 2022, Governor Gavin Newsom issued Executive Order N-6-22 (the EO) regarding Economic Sanctions against Russia and Russian entities and individuals. “Economic Sanctions” refers to sanctions imposed by the U.S. government in response to Russia’s actions in Ukraine, as well as any sanctions imposed under state law. The EO directs state agencies to terminate contracts with, and to refrain from

18 entering into any new contracts with, individuals or entities that are determined to be a target of Economic Sanctions. Accordingly, should the State determine Contractor is a target of Economic Sanctions or is conducting prohibited transactions with sanctioned individuals or entities, that shall be grounds for termination of this agreement. The State shall provide Contractor advance written notice of such termination, allowing Contractor at least 30 calendar days to provide a written response. Termination shall be at the sole discretion of the State.
a. Guarantees and Warranties in general all guarantees and warranties specifically called for by the specifications and/or this Agreement shall expressly run to the benefit of the City. b. One year guarantee besides guarantees required elsewhere, contractor shall and hereby does guarantee the product(s) for a period of one year after the date of acceptance by City. Acceptance will be signified upon full payment to the contractor/vendor. c. Warranties required by the Request For Bid or this Agreement shall commence on the date of acceptance of the product/work by City, unless otherwise provided in a Certificate of Substantial Completion.

Contractor/Vendor warrants that the materials and equipment furnished under the Agreement will be new and of recent manufacturer unless otherwise specified, and that all product/work will be of good quality, free from faults and defects, and in conformance with the Agreement. Product that does not conform may be considered defective. This warranty excludes remedy for damage or defect caused by abuse, modifications not executed by the successful bidder, improper or insufficient maintenance, improper operation, or normal wear and tear under normal usage.

Contractor/Vendor warrants that title to all materials/equipment/work covered by an application for payment will pass to the City either by incorporation in the construction or upon the receipt of payment by the contractor/vendor, whichever occurs first, free and clear of all liens.

No materials, equipment or supplies for the project shall be purchased by the contractor or subcontractor subject to any mortgage or under the condition of sale contract or other agreement by which an interest is retained by the seller. Successful bidder warrants that it has good title to all materials and supplies and work used by it in the project, free from all liens.

Contractor shall indemnify and hold City harmless from all claims growing out of the lawful demands of subcontractors, laborers, workers, mechanics, material persons, and furnishers of machinery, parts thereof, equipment, power tools, and all supplies, incurred in furtherance of the performance of this Agreement. Contractor shall, at City’s request, furnish satisfactory evidence that all obligations of the nature here and above designated have been paid, discharged, or waived. If contractor fails to do so, then City may, after having served written notice on the contractor, either pay directly unpaid bills, of which the City has written notice, or withhold from the contractor’s unpaid compensation a sum of money deemed reasonably sufficient to pay any and all such lawful claims until satisfactory evidence is furnished that all liabilities have been fully discharged where upon payment to the contractor shall be resumed, in accordance of the terms of this Agreement, but in no event shall the provisions of this sentence be construed to impose any obligations on the City to either the contractor or its surety. In paying any unpaid bills of the contractor, the City shall be deemed the agent of the contractor and any payment so made by the City shall be considered as payment made under the contract by the City to the contractor and the City shall not be liable to the contractor for any such payments made in good faith.

Any defective work that is either corrected or replaced shall be warrantied and guaranteed for a period of one year from the date of such correction or replacement.

19 EXHIBIT B-2

DEPARTMENT OF INDUSTRIAL RELATIONS & CALIFORNIA LABOR CODE REGULATIONS Per the California Labor Code (CLC), the following statements are hereby incorporated into this request for quotes:
• As set forth in CLC section 1771.1(a), all contractors and subcontractors must be currently registered and qualified to perform public work pursuant to CLC section 1725.5 to be qualified to bid, be listed in a bid proposal, or perform any public work for the City of Hanford. • As set forth in CLC section 1771.4 (a), (1), notice is given that this project is a public work, subject to compliance monitoring and enforcement by the Department of Industrial Relations. • This project will be subject to all applicable State Wage Determinations. The Contractor will be responsible for paying wages from the State Wage Determinations for all trades. The wages are set forth in the General Prevailing Wage Rates for this project, available from the California Department of Industrial Relations’ internet website: http://www.dir.ca.gov/dlsr/PWD/indexlhtm. • In accordance with the provisions of Section 1770 of the Labor Code, the Director of the Department of Industrial Relations of the State of California has ascertained the general prevailing rate of wage and employer payments for health and welfare, pension, vacation, travel time and subsistence pay as provided in Section 1773.8, apprenticeship or other training programs authorized by Section 3093, and similar purposes applicable to the work to be done. The Contractor must ensure that employees and applicants for employment are not discriminated against because of their race, color, religion, sex, or national origin.

Contractor Location Bid
HFI Inc  Los Angeles, CA $60,700
Jc's Painting & Coating Inc.   Fresno, CA  $62,887
Wm. B. Saleh Co  Fresno, CA  $63,994
D&H Painting Rancho Cardova, CA $69,553
Affordable Quality Painting inc. Rancho Cardova, CA $78,850 Color New Corp Woodland Hills, CA $82,000
Cosmic Color Painting Los Angeles, CA $84,000
Allstar Painting KD inc. Grass Valley, CA $88,888
US National Corp Pacoima, CA $95,450
MIH Painting Inc. Bloomington, CA $98,999
Perfection Pro Contractors Santa Clarita, CA $100,000
RO's Precise Painting, Inc Sanger, CA $105,902
Innovation Painting Inc. Ontario, CA $108,000
CMA Painting Inc. Berkeley, CA $111,000
Pacific Contractors Group Inc. Canoga Park, CA $111,000 Polychrome Contractor Inc. Northridge, CA $124,500
RFQ 2026-18 Bid Results

www.facs.com
Exterior Lead Paint Survey Report
Longfield Center
560 South Douty Street
Hanford, CA 93230
Prepared for:

Randy Shaw, Building Superintendent
City of Hanford – Public Works
900 South 10th Avenue
Hanford, CA 93230
(559) 585-2148 | [email protected]
Prepared By:

Chris Chipponeri, Director
Forensic Analytical Consulting Services
2440 West Shaw Avenue, #105
Fresno, CA 93711
(559) 436-0277 | [email protected]
FACS Project #PJ88526
December 4, 2025

www.facs.com
Contents
List of Acronyms........................................................1 Executive Summary ..................................................2 Introduction.................................................................3 Scope of Work ............................................................3 Site Characterization.................................................3 Survey Methods .........................................................3 Regulations .................................................................5 Findings and Recommendations...........................5 Limitations...................................................................6 Appendix A: Lead Paint Chip Summary, Sample
Chain-of-Custody, Laboratory Results
Report, XRF Testing Data and CDPH 8552
Form
Appendix B: Site Photos and Sample Location
Drawing
Appendix C: Certifications of Personnel and
Laboratory

City of Hanford – Longfield Center Exterior Paint Survey 12/4/2025 www.facs.com
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List of Acronyms
AAS Atomic Absorption Spectroscopy
ACBM Asbestos-Containing Building Material
ACCM Asbestos-Containing Construction Material
ACM Asbestos-Containing Material
AHERA Asbestos Hazard Emergency Response Act
AIHA American Industrial Hygiene Association
CAC California - Certified Asbestos Consultant
Cal/OSHA California Occupational Safety and Health Association CCR Code of California Regulations
CFR Code of Federal Regulation
CSST California – Certified Site Surveillance Technician DOSH Department of Occupational Safety and Health
ELAP Environmental Laboratory Accreditation Program
EPA Environmental Protection Agency (EPA)
FACS Forensic Analytical Consulting Services, Inc.

ICP Inductively Coupled Plasma
LCP Lead-Containing Paint
LBP Lead-Based Paint
ND None Detected
NESHAP National Emissions Standard Hazardous Air Pollutants NIOSH National Institute for Occupational Safety and Health NIST National Institute of Science and Technology
NVLAP National Voluntary Laboratory Accreditation Program PCM Phase Contrast Microscopy
PLM Polarized Light Microscopy
SGS SGS - Forensic Laboratories
TEM Transmission Electron Microscopy
TTLC Total Threshold Limit Concentration
XRF X-Ray Fluorescence Spectrum Analyzer
< Less Than Reporting Limit

City of Hanford – Longfield Center Exterior Paint Survey 12/4/2025 www.facs.com
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Executive Summary
Forensic Analytical Consulting Services, Inc. (FACS) was retained by the City of Hanford to perform an exterior lead paint survey at the Longfield Center, located at 560 South Douty Street in Hanford, California. The survey included any suspect lead-containing paints and coatings which may be disturbed during the planned repainting project. A table reporting suspect lead-containing paints or coatings which were identified and sampled is included in Appendix A of this report. The survey was performed on October 30, 2025.

Lead
The following paints do not contain detectable concentrations of lead by laboratory analysis:
• Beige Paint on CMU Wall
• Beige Paint on Stucco Wall
• Beige Paint on Metal Support Pole
• Brown Paint on Metal Door
All other paints contained detectable concentrations of lead by XRF analysis.

Please see Appendix A for a complete listing of paint / coating sample data from the work areas and results from this survey. Any paints not included in the survey, or paints with results of 0.00 mg/cm² by XRF analysis without confirming representative laboratory result, must be handled as lead-containing unless sampled and proven otherwise.

FACS recommends that the results of this report be incorporated into any renovation plans provided for this project for informational purposes.

City of Hanford – Longfield Center Exterior Paint Survey 12/4/2025 www.facs.com
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Introduction
Forensic Analytical Consulting Services, Inc. (FACS) was retained by the City of Hanford to perform an exterior lead paint survey at the Longfield Center, located at 560 South Douty Street in Hanford, California. The survey included any suspect lead-containing paints and coatings which may be disturbed during the planned repainting project. The survey was performed from October 30, 2025.

Sampling for asbestos, which was proposed for this project was not required as all paints were intact and disturbance to suspect asbestos-containing materials does not appear to be required to complete the project.

Scope of Work
The purpose of this survey was to identify asbestos-containing materials and lead-containing paints and coatings which may be disturbed during the upcoming repainting project. As noted above, no asbestoscontaining materials were identified to be required to be disturbed for this project based on the condition of materials at the time of the survey.

The visual inspection, bulk sampling, and survey documentation were performed by Christian Gonzalez and Ethan McLaughlin. Mr. Gonzalez is a Division of Occupational Safety and Health (DOSH) Certified Asbestos Consultant (CAC #22-7113) and CDPH Certified Lead Inspector/Assessor (LRC-00005460), as required under California regulations. Mr. McLaughlin is a CDPH Certified Lead Sampling Technician (LRC-0001417). The scope of the survey and the services provided by FACS included:
• Performing a visual inspection of the project area to identify accessible lead-containing paints and coatings that will be disturbed during the planned project; • Performance of a lead paint survey using a SciAps x-ray fluorescence (XRF) spectrum analyzer; • Collection of bulk paint chip samples for lead laboratory analysis using atomic absorption spectrometry (AAS);
• Ensuring the technical quality of all work by using California Department of Public Health (CDPH) Certified Lead Sampling Technicians and Inspector/Assessors; and • Consolidating data and findings into a report format.

Site Characterization
The building was comprised of common construction materials such as stucco, concrete masonry units (CMU) and metal and wood components.

Survey Methods
Document Review
No previous documentation was reviewed prior to the inspection. The extent of the planned renovation project was provided via a proposed remodel scope of work by the City of Hanford.

City of Hanford – Longfield Center Exterior Paint Survey 12/4/2025 www.facs.com
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Visual Inspection
Accessible building materials were visually inspected using the methods presented in the Federal AHERA regulations (40 CFR, Part 763). AHERA inspection methodology is required to be used for inspections of K-12 schools and is generally accepted as the industry standard for all ACM inspections regardless of structure or facility type. Suspect ACMs were also physically assessed for friability, condition and possible disturbance factors.

All areas were accessible during this inspection. As noted above, no asbestos-containing materials were identified to be required to be disturbed for this project based on the condition of materials at the time of the survey and no bulk sampling of materials was performed.

Lead Inspection
The client-defined lead inspection was conducted in accordance with the CDPH Lead-Related Construction Program and modeled upon the sampling protocol described in “Chapter 7: Lead Based Paint Inspection” of the HUD Guidelines for the Evaluation and Control of Lead-Based Paint Hazards in Housing (1997 Revision).

Cal/OSHA, in Title 8 California Code of Regulations (CCR) Section 1532.1, Lead in Construction Standard which implements California Labor Code 8716-6717, regulates all construction work where an employee may be occupationally exposed to lead. Paint or materials with any detectable level of lead is considered lead-containing by Cal/OSHA.

XRF Testing Methodology
Surfaces and components were surveyed for lead content utilizing a portable X-ray fluorescence (XRF) analyzer, SciAps X-550Pb, serial number 01149. The XRF analyzer contains a battery powered x-ray cathode source which bombards tested surfaces with X-rays and gamma rays. This external energy source excites any lead atoms within the tested paint or coating, causing their atoms to emit X-ray photons with a characteristic energy profile. The instrument analyzes the emitted energy to identify and quantify the amount of lead in the tested paint or coating, with lead content reported in milligrams per square centimeter.

Testing combinations of homogeneous components in one area are representative of similar components found in other areas with similar construction and painting histories. During this survey, the inspector visually identified the painted or coated component to test, an XRF reading was collected, and the reading was documented in the XRF data table contained in Appendix A. For each test reading, the data table identifies the room equivalent/space designation, the tested component name, the substrate material, the sample location, paint/coating color, condition assessment, and the XRF result expressed as lead content by weight in milligrams per square centimeter (mg/cm2 ).

Bulk Sampling Methodology
During this inspection, FACS personnel collected four (4) bulk paint chip samples for laboratory confirmation of lead-content. Each sample was scraped from the substrate it had been applied to using a knife or chisel to obtain sufficient material for analysis. Each sample was given a unique marker number, identified on a chain-of-custody, packaged, and sent via FedEx to SGS in Hayward, California for analysis. SGS is accredited by the American Industrial Hygiene Association’s Environmental Lead Laboratory Accreditation Program for the analysis of lead in bulk paint chips by flame atomic absorption.

City of Hanford – Longfield Center Exterior Paint Survey 12/4/2025 www.facs.com
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Regulations
Lead
Cal/OSHA Lead (8 CCR 1532.1) & CDPH (Title 17)
If paints or coatings containing any detectable concentration of lead will be impacted, a project should be considered regulated by Cal/OSHA as lead-related construction (8 CCR 1532.1).

A contractor who has employees that may be occupationally exposed to lead during a project must perform an initial determination regarding worker exposures to lead, which may be based on personal air monitoring at the start of the project, prior employee monitoring from the past 12 months under workplace conditions closely resembling the current project, or using regulatory trigger tasks and their assigned exposure limits. It is the contractor’s responsibility to conduct their initial determination and comply with any relevant Cal/OSHA requirements based on this determination in regard to training, medical monitoring of employees, personal protection equipment and other regulatory requirements.

Workers disturbing existing paints or coatings during a project must have lead awareness or action level training, depending on the initial exposure determination. Workers that will disturb paints with detectable concentrations of lead must use lead-safe engineering controls and work practices regardless of results of any exposure monitoring data. Disturbance of lead-containing paints or coatings must be performed within a contained area to prevent the spread and build-up of lead dust in order to comply with CDPH and keep surfaces as free as practical of accumulation of lead to mee Cal/OSHA requirements. HEPA vacuums, dustless tools or shrouds, and/or intact removal of components should be employed to minimize lead dust generation and properly cleanup work areas following disturbance to lead-containing materials during a project. Waste generated during disturbance to lead-containing materials must be profiled in a hazardous waste determination to ascertain proper disposal requirements.

If the initial determination or initial exposure monitoring shows that workers impacting lead can be expected to be, or are shown to be, exposed to lead above 50 micrograms per cubic meter of air, workers and supervisors must have the requisite training and CDPH lead worker or supervisor certification.

The Cal/OSHA regulation was recently revised and additional requirements must be met by employers with employees that disturb lead paint. Any contractor / employer that may require workers to disturb lead-containing paints found with the project area should ensure that they are familiar and in compliance with the new revisions to the regulation.

Findings and Recommendations
Forensic Analytical Consulting Services, Inc. (FACS) was retained by the City of Hanford to perform an exterior lead paint survey at the Longfield Center, located at 560 South Douty Street in Hanford, California.

Lead
The following paints do not contain detectable concentrations of lead by laboratory analysis:
• Beige Paint on CMU Wall
• Beige Paint on Stucco Wall
• Beige Paint on Metal Support Pole
• Brown Paint on Metal Door

City of Hanford – Longfield Center Exterior Paint Survey 12/4/2025 www.facs.com
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All other paints contained detectable concentrations of lead by XRF analysis.

Please see Appendix A for a complete listing of paint / coating sample data from the work areas and results from this survey. Any paints or coatings not included in this report must be assumed to contain lead until sampled and lead-content is confirmed.

Workers that impact paints containing any detectable amount of lead must use lead-safe practices and have valid training for the method of impact to comply with Cal/OSHA, 8 CCR 1532.1. To comply with CDPH requirements, any disturbance to paints or coatings that contain lead must be completed within a contained area to prevent the creation of a lead hazard. To comply with California Department of Toxic Substance Control and Title 22 requirements, any waste streams containing lead must be profiled prior to disposal.

See the Regulations section above for additional information regarding lead compliance.

FACS recommends that the results of this report be incorporated into any renovation plans provided for this project for informational purposes.

Limitations
This investigation is limited to the conditions and practices observed, and information made available to FACS. The methods, conclusions and recommendations provided are based on FACS’ judgment, expertise, and the standard of practice for professional service. They are subject to the limitations and variability inherent in the methodology employed. As with all environmental investigations, this investigation is limited to the defined scope and does not purport to set forth all hazards, nor indicate that other hazards do not exist.

Please do not hesitate to contact our office at (559) 436-0277 with any questions or concerns. Thank you for the opportunity to assist the City of Hanford with promoting worker safety and a healthy environment.

Respectfully, Reviewed by:

FORENSIC ANALYTICAL FORENSIC ANALYTICAL
Ethan McLaughlin Chris Chipponeri
Environmental Health Specialist, Fresno Director, Central Valley Offices CDPH LRC-0001417 Cal/OSHA CAC #10-4633
CDPH LRC-00000782

City of Hanford – Longfield Center Exterior Paint Survey 12/4/2025 www.facs.com
Appendix A
Appendix A
Lead Paint Chip Summary, Sample Chain-of-Custody,
Laboratory Results Report, XRF Testing Data and
CDPH Form 8552
Lead Paint Chip Summary (Lab Report #M273534)
City of Hanford – Exterior Lead Paint Survey
Survey Date: October 30, 2025
Sample
Number Component Location Component Color Substrate
Analytical
Results
(weight percent
of lead)
01Pb Longfield Center Exterior Wall Beige CMU <0.006
02Pb Longfield Center Exterior Wall Beige Stucco <0.006 03Pb Longfield Center Exterior Support Pole Beige Metal <0.006 04Pb Longfield Center Exterior Door Brown Metal <0.007

Metals Analysis of Paints
Client ID:

Report Number:

Date Received:

M273534
Job ID / Site: PJ88528; City of Hanford 543 South Douty Street Hanford CA FACS - Fresno FR09
SGSFL Job ID:

Date Analyzed:

FR09
Christian Gonzalez
Fresno, CA 93711
2440 West Shaw Avenue, #105
Date Printed: 11/07/25
11/07/25
First Reported: 11/07/25
10/31/25
Final Report
(AIHA-LAP, LLC Accreditation, Lab ID #101629)
Date(s) Collected: 10/30/25 Total Samples Submitted:

Total Samples Analyzed:
4 4
Sample Number Lab Number Result
Result Reporting Method
Analyte Units Limit* Reference
EPA 3050B/7000B< 0.006Pb88526-01PB 30963019 wt% 0.006
EPA 3050B/7000B< 0.006Pb88526-02PB 30963020 wt% 0.006
EPA 3050B/7000B< 0.006Pb88526-03PB 30963021 wt% 0.006
EPA 3050B/7000B< 0.007Pb88526-04PB 30963022 wt% 0.007
Analytical results and reports are generated by SGS at the request of and for the exclusive use of the person or entity (client) named on such report. Results, reports or copies of same will not be released by SGS to any third party without prior written request from client. This report applies only to the sample(s) tested. Supporting laboratory documentation is available upon request. This report must not be reproduced except in full, unless approved by SGS. The client is solely responsible for the use and interpretation of test results and reports requested from SGS. SGS is not able to assess the degree of hazard resulting from materials analyzed. SGS reserves the right to dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified. Any modifications that have been made to referenced test methods are documented in SGS Standard Operating Procedures Manual. Sample results have not been blank corrected. Quality control and sample receipt condition were acceptable unless otherwise noted.

Note* Sampling data used in this report was provided by the client as noted on the associated chain of custody form. * The Reporting Limit represents the lowest amount of analyte that the laboratory can confidently detect in the sample, and is not a regulatory level. The Units for the Reporting Limit are the same as the Units for the Final Results.

Vincent To, Laboratory Supervisor, Carson Laboratory
20535 South Belshaw Avenue, Carson, CA 90746 | phone: 310.763.2374 / 800.813.9417 Fax: 310.763.4450 | https://www.sgs-ehsusa.com/

SURVEY FOR LEAD BASED PAINT
Page: 1 of 1
Site Name: Longfield Center Date: 10/30/25
Address: 560 South Douty Street, Hanford, CA 93230 FACS Job #: PJ88526 Calibration
(1.03±0.02): Reading 1 1.01 Reading 2 1.03 Reading 3 1.04 Average= 1.03 Technician: Ethan McLaughlin Calibration
(1.03±0.02): Reading 1 1.05 Reading 2 1.05 Reading 3 1.01 Average= 1.04 Inspector/Assessor: Christian Gonzalez Start Time: 9:15 SciAps X-550Pb | S/N 01149 Results in red are lead-based paint or coating. Condition Codes:

End Time: 9:35 I = Intact, F = Fair, P = Poor
No. Sample Location Color Substrate Component Condition XRF Result (mg/cm2)

1. Longfield Center – Exterior – East Beige CMU Wall Intact 0.0

2. Longfield Center – Exterior – East Beige Stucco Wall Intact 0.0

3. Longfield Center – Exterior – East Black Metal Window System Intact 0.0

4. Longfield Center – Exterior – East Black Metal Window System Intact 0.0

5. Longfield Center – Exterior – East Black Metal Door System Intact 0.0

6. Longfield Center – Exterior – East Beige Metal Drain Pipe Intact 0.01

7. Longfield Center – Exterior – East Brown Metal Trim Intact 0.02

8. Longfield Center – Exterior – North Beige CMU Wall Intact 0.0

9. Longfield Center – Exterior – North Beige Stucco Wall Intact 0.0

10. Longfield Center – Exterior – North Beige Metal Drain Pipe Intact 0.01

11. Longfield Center – Exterior – West Brown Metal Door Frame Intact 0.0

12. Longfield Center – Exterior – West Brown Metal Door Intact 0.0

13. Longfield Center – Exterior – West Beige Stucco Wall Intact 0.0

14. Longfield Center – Exterior – North Yellow Metal Bollard Intact 0.0

15. Longfield Center – Exterior – East Beige Stucco Wall Intact 0.0

16. Longfield Center – Exterior – East Beige CMU Wall Intact 0.0

17. Longfield Center – Exterior – East Brown Metal Door Intact 0.0

18. Longfield Center – Exterior – East Beige Concrete Wall Intact 0.0

City of Hanford – Longfield Center Exterior Paint Survey 12/4/2025 www.facs.com
Appendix B
Appendix B
Site Photos and Sample Location Drawing
Beige Paint on CMU Wall Beige Paint on Stucco Wall
Brown Paint on Metal Door Wood Canopy

This is a design drawing and is the property of Forensic Analytical Consulting Services, Inc. It is not intended to replace required architectural or engineering plans.

FACS PROJECT No.:

CLIENT:

LOCATION:

N
Sample Sample Location Diagram
Location
2440 West Shaw Avenue
Fresno, California
Not Drawn to Scale
Longfield Center
City of Hanford
560 South Douty Street
Hanford, CA 93230
PJ88526
Pb01
Longfield Center
Pb02
Pb03
Pb04

City of Hanford – Longfield Center Exterior Paint Survey 12/4/2025 www.facs.com
Appendix C
Appendix C
Certifications of Personnel and Laboratory

Forensic Analytical Consulting Services, Inc.

This is to confirm that
Christian Gonzalez
Has attended the Four hour
AHERA Refresher Course for Asbestos Inspectors
And has completed the requisite training for asbestos accreditation under TSCA Title II Course Date: 01-29-2025 to 01-29-2025
Fred J. Vinciguerra, Chief Executive Officer
Forensic Analytical Consulting Services, Inc.
21228 Cabot Blvd, Hayward, CA 94545
(800) 677-1483
Certificate Number: PETBIR2025025
Valid Until: January 29, 2026
Cal/OSHA Approval Number:CA-025-06

Forensic Analytical Consulting Services, Inc.

This is to confirm that
Chris Chipponeri
Has attended the Four hour
AHERA Refresher Course for Asbestos Inspectors
And has completed the requisite training for asbestos accreditation under TSCA Title II Course Date: 08-28-2025 to 08-28-2025
Fred J. Vinciguerra, Chief Executive Officer
Forensic Analytical Consulting Services, Inc.
21228 Cabot Blvd, Hayward, CA 94545
(800) 677-1483
Certificate Number: PETBIR2025183
Valid Until: August 28, 2026
Cal/OSHA Approval Number:CA-025-06

AIHA Laboratory Accreditation Programs, LLC
acknowledges that
SGS North America
19743 Cabot Blvd. Hayward, CA 94545
Laboratory ID: LAP-101762
along with all premises from which key activities are performed, as listed above, has fulfilled the requirements of the AIHA Laboratory Accreditation Programs, LLC (AIHA LAP) accreditation to the ISO/IEC 17025:2017 international standard, General Requirements for the Competence of Testing and Calibration Laboratories in the following:

LABORATORY ACCREDITATION PROGRAMS
INDUSTRIAL HYGIENE Accreditation Expires: December 01,
2025
ENVIRONMENTAL LEAD Accreditation Expires: December 01,
2025
ENVIRONMENTAL MICROBIOLOGY Accreditation Expires: December 01, 2025
FOOD Accreditation Expires:

UNIQUE SCOPES Accreditation Expires:

BE FIELD/MOBILE Accreditation Expires:

Specific Field(s) of Testing/Method(s) within each Accreditation Program for which the above named laboratory maintains accreditation is outlined on the attached Scope of Accreditation. Continued accreditation is contingent upon successful on-going compliance with ISO/IEC 17025:2017 and AIHA LAP requirements. This certificate is not valid without the attached Scope of Accreditation. Please review the AIHA LAP website (www.aihaaccreditedlabs.org) for the most current Scope.

Revision21: 10/24/2023
_____________________________________
Cheryl O Morton
Executive Director, AIHA Laboratory Accreditation Programs, LLC Date Issued: 09/30/2025

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Right People
Right Perspective
Right Now
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December 4, 2025
Exterior Asbestos and Lead Paint Survey
Report for Repainting
Coe Park
543 South Douty Street
Hanford, CA 93230
Prepared for:

Randy Shaw, Building Superintendent
City of Hanford – Public Works
900 S. 10th Avenue
Hanford, CA 93230
559-585-2148 | [email protected]
Prepared By:

Chris Chipponeri, Director
Forensic Analytical Consulting Services
2440 West Shaw Avenue, Suite 105
Fresno, CA 93711
209-484-4648 | [email protected]
FACS Project #PJ88527

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Contents
List of Acronyms........................................................1 Executive Summary ..................................................2 Introduction.................................................................3 Scope of Work ............................................................3 Site Characterization.................................................3 Survey Methods .........................................................3 Regulations .................................................................6 Findings and Recommendations...........................8 Limitations...................................................................9 Appendix A: Asbestos Survey Summary,
Sample Chain-of-Custody and Laboratory
Results Report
Appendix B: Lead Paint Chip Summary, XRF
Testing Data, Sample Chain-of-Custody,
Laboratory Results Report and CDPH 8552
Form
Appendix C: Site Photos and Sample Location
Drawing
Appendix D: Certifications of Personnel and
Laboratories

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City of Hanford – Coe Park Exterior Lead Paint Survey 12/04/2025 1 of 9 List of Acronyms
AAS Atomic Absorption Spectroscopy
ACBM Asbestos-Containing Building Material
ACCM Asbestos-Containing Construction Material
ACM Asbestos-Containing Material
AHERA Asbestos Hazard Emergency Response Act
AIHA American Industrial Hygiene Association
CAC California - Certified Asbestos Consultant
Cal/OSHA California Occupational Safety and Health Association CCR Code of California Regulations
CFR Code of Federal Regulation
CSST California – Certified Site Surveillance Technician DOSH Department of Occupational Safety and Health
ELAP Environmental Laboratory Accreditation Program
EPA Environmental Protection Agency (EPA)
FACS Forensic Analytical Consulting Services, Inc.

ICP Inductively Coupled Plasma
LCP Lead-Containing Paint
LBP Lead-Based Paint
ND None Detected
NESHAP National Emissions Standard Hazardous Air Pollutants NIOSH National Institute for Occupational Safety and Health NIST National Institute of Science and Technology
NVLAP National Voluntary Laboratory Accreditation Program PCM Phase Contrast Microscopy
PLM Polarized Light Microscopy
SGS SGS - Forensic Laboratories
TEM Transmission Electron Microscopy
TTLC Total Threshold Limit Concentration
XRF X-Ray Fluorescence Spectrum Analyzer
< Less Than Reporting Limit

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City of Hanford – Coe Park Exterior Lead Paint Survey 12/04/2025 2 of 9 Executive Summary
Forensic Analytical Consulting Services, Inc. (FACS) was retained by the City of Hanford to perform an asbestos and lead paint survey of the exterior building surfaces at Coe Park, located at 543 South Douty Street in Hanford, California. The survey included any suspect asbestos-containing materials (ACM) and suspect lead-containing paints and coatings which may be disturbed during the planned repainting project at this site. A summary list of suspect asbestos-containing materials which were identified and sampled is included in Appendix A of this report. A table reporting suspect lead-containing paints or coatings which were identified and sampled is included in Appendix B of this report. The survey was performed on October 30, 2025.

Asbestos
The following suspect material was sampled during this survey and identified to not contain asbestos by laboratory analysis:
• Seam Sealant
Please see Appendix A for a complete listing of material samples at the work areas and results from this survey. Any suspect materials not included must be assumed to be asbestos-containing materials until tested and proven not to contain asbestos.

Lead
The following paints/coatings did not contain detectable concentrations of lead above the laboratory’s reporting limit:
• Green – Fascia – Wood – West Canopy
• Beige – Wall – Stucco – Teen Center
• Beige – Support – Metal – West Canopy
• Beige – Door – Metal – Teen Center
• Brown – Door – Metal – Restroom Building
• Beige – Wall – Concrete Masonry Unit – Restroom Building The following paints/coatings were found to be lead-based by XRF analysis:
• Beige – Rafter – Wood – Teen Center
• Beige – Overhang – Wood – Teen Center
• Black – Window System – Metal – Teen Center
All other paints contained detectable concentrations of lead by XRF analysis.

Please see Appendix B for a complete list of paints and coatings sampled during this survey. It should be noted that paints tested may exist at other portions of the building from where sampled and should be handled in accordance with test results.

Any paints not included in the survey, or paints with results of 0.00 mg/cm² by XRF analysis without confirming representative laboratory result, must be handled as lead-containing unless sampled and proven otherwise.

FACS recommends that the results of this report be incorporated into any renovation plans provided for this project for informational purposes.

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City of Hanford – Coe Park Exterior Lead Paint Survey 12/04/2025 3 of 9 Introduction
Forensic Analytical Consulting Services, Inc. (FACS) was retained by the City of Hanford to perform an asbestos and lead paint survey of the exterior building surfaces at Coe Park, located at 543 South Douty Street in Hanford, California. The survey included any suspect asbestos-containing materials (ACM) and suspect paints and coatings which may be disturbed during the planned repainting project at this site.

The survey was performed on October 30, 2025.

Scope of Work
The purpose of this survey was to identify asbestos-containing materials (ACMs) and lead-containing paints and coatings which may be disturbed during the upcoming exterior repainting project. The visual inspection, bulk sampling, and survey documentation were performed by Christian Gonzalez and Ethan McLaughlin. Mr. Gonzalez is a Division of Occupational Safety and Health (DOSH) Certified Asbestos Consultant (CAC #22-7113) and a California Department of Public Health (CDPH) Certified Lead Inspector / Assessor (LRC-00005460), as required under California regulations. Mr. McLaughlin is a CDPH Certified Lead Sampling Technician (LRC-00014177). The scope of the survey and the services provided by FACS included:
• Performing a visual inspection of the project area to identify accessible suspect asbestoscontaining materials (ACMs) and lead-containing paints and coatings that will be disturbed during the planned project;
• Collection of bulk material samples for asbestos laboratory analysis by polarized light microscopy (PLM);
• Performance of a lead paint survey using a SciAps x-ray fluorescence (XRF) spectrum analyzer; • Collection of bulk paint chip samples for lead laboratory analysis using atomic absorption spectrometry (AAS);
• Ensuring the technical quality of all work by using Asbestos Hazard Emergency Response Act (AHERA) accredited Building Inspectors;
• Ensuring the technical quality of all work by using California Department of Public Health (CDPH) Certified Lead Sampling Technicians and Inspector/Assessors; and • Consolidating data and findings into a report format.

Site Characterization
Coe Park is comprised of multiple permanent buildings constructed of typical exterior materials such as stucco, concrete masonry units (CMU) and wood. Sampling was limited to exterior suspect materials that may become impacted by prep work for repainting of the exterior building materials.

Survey Methods
Document Review
No previous documentation was reviewed prior to the inspection. The extent of the planned renovation project was provided by the client or architect drawings.

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City of Hanford – Coe Park Exterior Lead Paint Survey 12/04/2025 4 of 9 Visual Inspection
Accessible building materials were visually inspected using the methods presented in the Federal AHERA regulations (40 CFR, Part 763). AHERA inspection methodology is required to be used for inspections of K-12 schools and is generally accepted as the industry standard for all ACM inspections regardless of structure or facility type. Suspect ACMs were also physically assessed for friability, condition and possible disturbance factors.

All areas were accessible during this inspection.

Asbestos Inspection
Bulk Sample Collection
Bulk samples of identified homogeneous materials were collected in building areas that may be impacted by the planned renovation/demolition activities. Samples were collected of each separate homogeneous area. A homogeneous area is defined as a surfacing material, thermal system insulation, or miscellaneous material that is uniform in use, color and texture. Examples of homogeneous areas could include:

Vinyl floor tiles
False ceiling panels
Drywall with joint compound
Vinyl sheet flooring
The specific number of samples collected was determined by using the methods required by the Federal AHERA regulations (40 CFR, Part 763.86) as noted below:
1) For Surfacing Material:
1,000 ft2 or less - collect 3 samples
1,001 to 5,000 ft2 - collect 5 samples
5,001 ft2 or greater - collect 7 samples
2) For Thermal System Insulation:
“In a randomly distributed manner” - collect 3 samples
6 linear feet of patching or less - collect 1 sample
cementitious pipe fittings - “In a manner sufficient to determine” 3) For all Miscellaneous Material:

Collect samples "In a manner sufficient to determine whether material is ACM (asbestoscontaining material) or not ACM..." The suspect ACMs were sampled using a knife, chisel, scraper, drill or other similar coring device suitable to the type of material sampled to cut through its entire thickness and to ensure that a crosssection of the material was obtained. The material was then placed in an appropriately labeled container that was sealed and submitted to SGS-Forensic Laboratories for analysis. A unique sample number (e.g.

PJ88528-01A) was assigned to each sample.

Bulk samples will be retained by the laboratory for one month unless otherwise instructed. After this period, the samples will be disposed of appropriately.

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City of Hanford – Coe Park Exterior Lead Paint Survey 12/04/2025 5 of 9 Bulk Sample Analysis
A total of two (2) bulk samples were collected from a total of one (1) suspect material. Bulk samples were analyzed by SGS-Forensic Laboratories (SGS) in Hayward, California. SGS is accredited by the California Department of Public Health (CDPH) Environmental Laboratory Accreditation Program (ELAP) and the National Institute of Science and Technology's (NIST) National Voluntary Laboratory Accreditation Program (NVLAP). SGS participates in the National Institute for Occupational Safety and Health (NIOSH) Proficiency Analytical Testing Program and has substantial experience in the analysis of asbestos.

All samples were analyzed using Polarized Light Microscopy with Dispersion Staining (PLM/DS) techniques in accordance with the methodology approved by the U.S. Environmental Protection Agency (EPA). The percentage of asbestos present in the samples was determined on the basis of a visual area estimation. The EPA defines asbestos-containing materials (ACM) as any material containing more than one percent (1%) asbestos as determined using the method specified in Appendix A, Subpart F, 40 CFR Part 763, Section 1, Polarized Light Microscopy (PLM). 40 CFR Part 763 identifies the lower limit of reliable quantification for asbestos using the PLM method as approximately one percent (1%) by volume.

Regulations in California (CAL/OSHA Title 8 CCR 1529) define asbestos-containing construction materials (ACCM) as those materials having asbestos content of greater than one tenth of one percent (> 0.1%); therefore, for the purpose of this survey, any amount of asbestos detected will be considered positive. In addition to the percentages, the types of asbestos minerals are also reported. The PLM method is the standard method used to analyze asbestos bulk samples.

When "None Detected" (ND) appears in the laboratory results, it should be interpreted as meaning asbestos was not observed in the sample material.

Lead Inspection
The client-defined lead inspection was conducted in accordance with the CDPH Lead-Related Construction Program and modeled upon the sampling protocol described in “Chapter 7: Lead Based Paint Inspection” of the HUD Guidelines for the Evaluation and Control of Lead-Based Paint Hazards in Housing (1997 Revision).

Cal/OSHA, in Title 8 California Code of Regulations (CCR) Section 1532.1, Lead in Construction Standard which implements California Labor Code 8716-6717, regulates all construction work where an employee may be occupationally exposed to lead. Paint or materials with any detectable level of lead is considered lead-containing by Cal/OSHA.

XRF Testing Methodology
Surfaces and components were surveyed for lead content utilizing a portable X-ray fluorescence (XRF) analyzer, SciAps X-550Pb, serial number 01149. The XRF analyzer contains a battery powered x-ray cathode source which bombards tested surfaces with X-rays and gamma rays. This external energy source excites any lead atoms within the tested paint or coating, causing their atoms to emit X-ray photons with a characteristic energy profile. The instrument analyzes the emitted energy to identify and quantify the amount of lead in the tested paint or coating, with lead content reported in milligrams per square centimeter.

Testing combinations of homogeneous components in one area are representative of similar components found in other areas with similar construction and painting histories. During this survey, the inspector visually identified the painted or coated component to test, an XRF reading was collected, and the reading was documented in the XRF data table contained in Appendix B. For each test reading, the data table identifies the room equivalent/space designation, the tested component name, the substrate

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City of Hanford – Coe Park Exterior Lead Paint Survey 12/04/2025 6 of 9 material, the sample location, paint/coating color, condition assessment, and the XRF result expressed as lead content by weight in milligrams per square centimeter (mg/cm2 ).

Bulk Sampling Methodology
During this inspection, FACS personnel collected six (6) bulk paint chip samples for laboratory confirmation of lead-content. Each sample was scraped from the substrate it had been applied to using a knife or chisel to obtain sufficient material for analysis. Each sample was given a unique marker number, identified on a chain-of-custody, packaged, and sent via FedEx to SGS in Hayward, California for analysis. SGS is accredited by the American Industrial Hygiene Association’s Environmental Lead Laboratory Accreditation Program for the analysis of lead in bulk paint chips by flame atomic absorption.

Regulations
Background
Asbestos is the name of a class of magnesium-silicate minerals that occur in fibrous form. Minerals that are included in this group are chrysotile, crocidolite, amosite, anthophyllite asbestos, tremolite asbestos, and actinolite asbestos. Although the chrysotile minerals are the most common type of asbestos found in the construction industry, all types of asbestos are regulated in the same manner. Asbestos has been used in more than 3,000 different building materials. Asbestos was added to building materials to:
increase fire-resistance, insulate against heat, cold and sound, resist corrosion, and increase tensile strength. Common building materials that may contain asbestos include but are not limited to the following: floor tile, resilient sheet flooring, ceiling tile, mastics, roofing materials, fireproofing, acoustical treatments, wallboard, pipe and boiler insulations. Adverse health effects have been associated with the inhalation of airborne asbestos. However, asbestos fibers that are tightly bound in the building material, may not represent an exposure hazard, unless disturbed in such a way that releases airborne fibers (i.e., cutting, drilling, sanding, and other abrasive methods).

Building Surveys
The following is a summary of some current Federal and California State regulations which contain requirements related to the performance of building surveys for asbestos. These summaries are not intended to be all inclusive and do not contain every aspect of the regulations discussed.

U.S. EPA National Emission Standard for Hazardous Air Pollutants (NESHAPs), 40 CFR Part 61 Under the NESHAPs regulation, no visible emissions are allowed during building demolition or renovation activities which involve regulated asbestos-containing materials. For this reason, all buildings must be surveyed for asbestos-containing materials prior to demolition or renovation. The EPA, CARB, and/or the local Air Quality Management District which implements EPA actions, must be notified prior to any building demolition even if no asbestos-containing materials are present. Regulated asbestoscontaining material (RACM) is defined as a) any friable material with an asbestos content of greater than one percent, or b) any non-friable material with asbestos content of greater than one percent that will, or could, become friable.

Asbestos Hazard Emergency Response Act (AHERA), 40 CFR Part 763, Subpart E AHERA requires performance of asbestos surveys and the development of Asbestos Management Plans for all primary and secondary schools in the United States. Although this regulation applies to primary and secondary schools only, the procedures mandated under AHERA are considered the industry

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City of Hanford – Coe Park Exterior Lead Paint Survey 12/04/2025 7 of 9 standard and are applied to all surveys performed by FACS unless otherwise specified by the building owner.

Worker Protection
California Assembly Bill AB3713, Health and Safety Code Division 20, Chapter 10.4, Section 25915- 25924
The state of California has enacted legislation that requires building owners, employers, lessees, etc. to notify tenants, employees and contractors of the presence of asbestos in both friable and non-friable forms. In addition, preventive maintenance activities must be developed and communicated to these parties. Notification is required 15 days after the identification of ACM in the building, and annually thereafter.

Occupational Safety and Health Administration (OSHA) 29 CFR 1926.1101 and 8 CCR 1529 The Federal and State Occupational Safety and Health Administrations (OSHA) require employers to implement specific work practices which protect workers from airborne asbestos exposure.

Building materials which contain even low levels of asbestos (<1%) can potentially generate significant concentrations of airborne asbestos fibers when disturbed. Therefore, control measures should be instituted which adequately address worker health and safety during planned renovation or demolition activities involving these materials. Cal/OSHA defines asbestos-containing construction materials as those materials having greater than one tenth of one percent asbestos (>0.1%). As stated previously, there is currently no viable method to accurately quantify asbestos at this level.

Hazardous Waste
Building materials reported to contain less than one percent (<1%) of asbestos are not considered hazardous by the U.S. EPA, and hence, may not require removal and disposal prior to demolition or renovation. Regulations may vary, however, between regional air quality management districts and/or other state agencies responsible for implementing EPA's rules. Therefore, local agencies should be contacted for specific ACM definitions and handling requirements. Cal/OSHA may also require special packaging and labeling on containers with asbestos-containing construction materials.

Composite sampling, which may potentially reduce the total asbestos content of the material, is only permitted when sampling joint compound, tape, and gypsum wallboard according to EPA’s Asbestos NESHAP Clarification Regarding Analysis of Multi-Layered Systems (40 CFR Part 61 FRL-4821-7).

Lead
Cal/OSHA Lead (8 CCR 1532.1) & CDPH (Title 17)
If paints or coatings containing any detectable concentration of lead will be impacted, a project should be considered regulated by Cal/OSHA as lead-related construction (8 CCR 1532.1).

A contractor who has employees that may be occupationally exposed to lead during a project must perform an initial determination regarding worker exposures to lead, which may be based on personal air monitoring at the start of the project, prior employee monitoring from the past 12 months under workplace conditions closely resembling the current project, or using regulatory trigger tasks and their assigned exposure limits. It is the contractor’s responsibility to conduct their initial determination and comply with any relevant Cal/OSHA requirements based on this determination in regard to training, medical monitoring of employees, personal protection equipment and other regulatory requirements.

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City of Hanford – Coe Park Exterior Lead Paint Survey 12/04/2025 8 of 9 Workers disturbing existing paints or coatings during a project must have lead awareness or action level training, depending on the initial exposure determination. Workers that will disturb paints with detectable concentrations of lead must use lead-safe engineering controls and work practices regardless of results of any exposure monitoring data. Disturbance of lead-containing paints or coatings must be performed within a contained area to prevent the spread and build-up of lead dust in order to comply with CDPH and keep surfaces as free as practical of accumulation of lead to mee Cal/OSHA requirements. HEPA vacuums, dustless tools or shrouds, and/or intact removal of components should be employed to minimize lead dust generation and properly cleanup work areas following disturbance to lead-containing materials during a project. Waste generated during disturbance to lead-containing materials must be profiled in a hazardous waste determination to ascertain proper disposal requirements.

If the initial determination or initial exposure monitoring shows that workers impacting lead can be expected to be, or are shown to be, exposed to lead above 50 micrograms per cubic meter of air, workers and supervisors must have the requisite training and CDPH lead worker or supervisor certification.

The Cal/OSHA regulation was recently revised and additional requirements must be met by employers with employees that disturb lead paint. Any contractor / employer that may require workers to disturb lead-containing paints found with the project area should ensure that they are familiar and in compliance with the new revisions to the regulation.

Findings and Recommendations
Forensic Analytical Consulting Services, Inc. (FACS) was retained by the City of Hanford to perform an asbestos and lead paint survey of the exterior building surfaces at Coe Park, located at 543 South Douty Street in Hanford, California.

Asbestos
The following suspect material was sampled during this survey and identified to not contain asbestos by laboratory analysis:
• Seam Sealant
Please see Appendix A for a complete listing of materials sampled at the work areas and results from this survey. Any suspect materials not included must be assumed to be asbestos-containing materials until tested and proven not to contain asbestos.

See the Regulations section above for additional information regarding asbestos compliance.

Lead
The following paints/coatings did not contain detectable concentrations of lead above the laboratory’s reporting limit:
• Green – Fascia – Wood – West Canopy
• Beige – Wall – Stucco – Teen Center
• Beige – Support – Metal – West Canopy
• Beige – Door – Metal – Teen Center
• Brown – Door – Metal – Restroom Building
• Beige – Wall – Concrete Masonry Unit – Restroom Building The following paints/coatings were found to be lead-based by XRF analysis:

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City of Hanford – Coe Park Exterior Lead Paint Survey 12/04/2025 9 of 9 • Beige – Rafter – Wood – Teen Center
• Beige – Overhang – Wood – Teen Center
• Black – Window System – Metal – Teen Center
All other paints contained detectable concentrations of lead by XRF analysis.

Please see Appendix B for a complete list of paints and coatings sampled during this survey. It should be noted that paints tested may exist at other portions of the building from where sampled and should be handled in accordance with test results.

Any paints not included in the survey, or paints with results of 0.00 mg/cm² by XRF analysis without confirming representative laboratory result, must be handled as lead-containing unless sampled and proven otherwise.

Workers that impact paints containing any detectable amount of lead must use lead-safe practices and have valid training for the method of impact to comply with Cal/OSHA, 8 CCR 1532.1. To comply with CDPH requirements, any disturbance to paints or coatings that contain lead must be completed within a contained area to prevent the creation of a lead hazard. To comply with California Department of Toxic Substance Control and Title 22 requirements, any waste streams containing lead must be profiled prior to disposal.

See the Regulations section above for additional information regarding lead compliance.

FACS recommends that the results of this report be incorporated into any renovation plans provided for this project for informational purposes.

Limitations
This investigation is limited to the conditions and practices observed, and information made available to FACS. The methods, conclusions and recommendations provided are based on FACS’ judgment, expertise, and the standard of practice for professional service. They are subject to the limitations and variability inherent in the methodology employed. As with all environmental investigations, this investigation is limited to the defined scope and does not purport to set forth all hazards, nor indicate that other hazards do not exist.

Please do not hesitate to contact our office at 559-436-0277 with any questions or concerns. Thank you for the opportunity to assist he City of Hanford with promoting worker safety and a healthy environment.

Respectfully, Reviewed by:

FORENSIC ANALYTICAL FORENSIC ANALYTICAL
Arturo Sotelo Chris Chipponeri
EHS I, Bakersfield Director, Central Valley Offices
CDPH LRC-00012005 CDPH I/RA LRC-00000782
Cal/OSHA CSST 25-7862 Cal/OSHA CAC 10-4633

City of Hanford – Coe Park Exterior Lead Paint Survey 12/4/2025 www.facs.com
Appendix A
Appendix A
Asbestos Survey Summary, Sample Chain-of-Custody and Laboratory Results Report
Asbestos Survey Summary (Lab Report #B377820)
The City of Hanford – Coe Park – Coe Park Exterior Lead Survey Survey Date: October 30, 2025
Sample
Number
Material
Description Location(s) of Material Material Number Asbestos Content (%) Asbestos
NESHAP
Category
Approximate
Quantity (ft2)
01A,01B Seam Sealant Exterior Restroom
Building 01 Layer: Grey Non - Fibrous Material: None Detect Layer: Paint: None Detect NA NA

Final Report
(EPA Method 40CFR, Part 763, Appendix E to Subpart E and EPA 600/R-93-116, Visual Area Estimation) Bulk Asbestos Analysis
NVLAP Lab Code: 101459-0
FACS - Fresno Client ID: FR09
Chris Chipponeri Report Number: B377820
2440 West Shaw Avenue, #105 Date Received:

Date Analyzed: 11/07/25
Fresno, CA 93711 Date Printed: 11/07/25
First Reported:

Hanford CA SGSFL Job ID:Job ID/Site: FR09PJ88528; City of Hanford 543 South Douty Street Date(s) Collected: 10/30/2025
Total Samples Submitted: 2
Total Samples Analyzed: 2
10/31/25
11/07/25
Sample ID Lab Number
Asbestos
Type
Percent in
Layer
Asbestos AsbestosPercent in Percent in
Type TypeLayer Layer
88525-01A 12834682
Layer: Grey Non-Fibrous Material ND
Layer: Paint ND
Total Percentage Values of Non-Asbestos Fibrous Components:

Cellulose (Trace)
88525-01B 12834683
Layer: Grey Non-Fibrous Material ND
Layer: Paint ND
Total Percentage Values of Non-Asbestos Fibrous Components:

Cellulose (Trace)
Inhomogeneous samples are separated into homogenous subsamples and analyzed individually. Analytical results and reports are generated by SGS at the request of and for the exclusive use of the person or entity (client) named on such report. Results, reports or copies of same will not be released by SGS to any third party without prior written request from client. This report applies only to the sample(s) tested. Supporting laboratory documentation is available upon request. This report must not be reproduced except in full, unless approved by SGS. The client is solely responsible for the use and interpretation of test results and reports requested from SGS. This report must not be used by the client to claim product endorsement by NVLAP or any other agency of the U.S. Government. SGS is not able to assess the degree of hazard resulting from materials analyzed. SGS reserves the right to dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified. All samples were received in acceptable condition unless otherwise noted.

Note: Limit of Quantification ('LOQ') = 1%. 'Trace' denotes the presence of asbestos below the LOQ. 'ND' = 'None Detected'.

Maria Cosper, Laboratory Supervisor, Hayward Laboratory

19743 Cabot Blvd., Hayward, CA 94545 | Phone: 510.887.8828 | https://www.sgs-ehsusa.com/

City of Hanford – Coe Park Exterior Lead Paint Survey 12/4/2025 www.facs.com
Appendix B
Appendix B
Lead Paint Chip Summary, XRF Testing Data, Sample
Chain-of-Custody, Laboratory Results Report and
CDPH 8552 Form
Lead Paint Chip Summary (Lab Report #M273532)
The City of Hanford – Coe Park – Coe Park Exterior Lead Survey Survey Date: October 30, 2025
Sample
Number Component Location Component Color Substrate
Analytical
Results
(weight percent
of lead)
01Pb Exterior – West Canopy Fascia Green Wood <0.008
02Pb Exterior – Teen Center Wall Beige Stucco <0.006
03Pb Exterior – West Canopy Support Beige Metal <0.006
04Pb Exterior – Teen Center Door Beige Metal <0.006
05Pb Exterior – Restroom Building Door Brown Metal <0.006 06Pb Exterior – Restroom Building Wall Beige Concrete
Masonry Unit <0.006

City of Hanford – Coe Park Exterior Lead Paint Survey 12/4/2025 www.facs.com
Appendix B
Site Name: Coe park Date: 10-30-2025
Address: 543 S. Douty St, Hanford CA 93230 FACS Job #: PJ88528 Calibration
(1.03±0.02): Reading 1 1.06 Reading 2 1.04 Reading 3 1.06 Average= 1.05 Technician: Ethan McLaughlin Calibration
(1.03±0.02): Reading 1 1.02 Reading 2 1.07 Reading 3 1.05 Average= 1.05 Inspector/Assessor: Christian Gonzalez Start
Time: 7:58
SciAps X-550Pb | S/N 01149 Results in red are lead-based paint or coating.

Condition
Codes:

I = Intact, F =
Fair, P =
Poor
End
Time: 8:35
No. Sample Location Color Substrate Component Condition XRF Result (mg/cm2)

1. Ext – East Canopy (NE) Beige Metal Support I 0.00

2. Ext – East Canopy (NE) Beige Wood Ceiling I 0.00

3. Ext – East Canopy (NE) Green Wood Fascia I 0.00

4. Ext – East Canopy (NE) Beige Wood Ceiling I 0.00

5. Ext – East Canopy (W) Beige Metal Rafter I 0.00

6. Ext – East Canopy (W) Beige Metal Support I 0.00

7. Ext – East Canopy (SW) Beige Metal Support I 0.00

8. Ext – East Canopy (SW) Green Wood Fascia I 0.00

9. Ext – West Canopy (E) Grey Metal Support I 0.00

10. Ext – West Canopy (E) Grey Metal Rafter I 0.00

11. Ext – West Canopy (SE) Green Wood Fascia I 0.00

12. Ext – West Canopy (NE) Grey Metal Support I 0.00

13. Ext – West Canopy (N. Center) Grey Metal Support I 0.00

14. Ext – West Canopy (N. Center) Grey Metal Rafter I 0.00

15. Ext – West Canopy (N. Center) Green Wood Fascia I 0.00

16. Ext – West Canopy (SW) Green Metal Trash Can I 0.00

17. Ext – Restroom/Guesthouse (S) Beige CMU Wall I 0.00

18. Ext – Restroom/Guesthouse (S) Green Wood Fascia I 0.00

19. Ext – Restroom/Guesthouse (S) Beige Wood Wall I 0.00

20. Ext – Restroom/Guesthouse (S) Brown Metal Door Trim I 0.00

21. Ext – Restroom/Guesthouse (S) Brown Metal Door I 0.00

22. Ext – Restroom/Guesthouse (S) Brown Metal Window Doors I 0.00

23. Ext – Restroom/Guesthouse (NE) Beige Wall CMU I 0.00

24. Ext – Restroom/Guesthouse (NE) Beige Wood Rafter I 0.00

25. Ext – Restroom/Guesthouse (NE) Green Wood Fascia I 0.00

26. Ext – Restroom/Guesthouse (N. Center) Beige Wood Wall I 0.00

27. Ext – Restroom/Guesthouse (N. Center) Beige Metal Conduit I 0.00

28. Ext – Teen Center “The Club” (W) Yellow Metal Bollard I 0.00

29. Ext – Teen Center “The Club” (W) Beige Metal Handrail F 0.00

30. Ext – Teen Center “The Club” (W) Beige Stucco Wall I 0.00

31. Ext – Teen Center “The Club” (W) Beige Metal Door I 0.00

City of Hanford – Coe Park Exterior Lead Paint Survey 12/4/2025 www.facs.com
Appendix B
Site Name: Coe park Date: 10-30-2025
Address: 543 S. Douty St, Hanford CA 93230 FACS Job #: PJ88528 Calibration
(1.03±0.02): Reading 1 1.06 Reading 2 1.04 Reading 3 1.06 Average= 1.05 Technician: Ethan McLaughlin Calibration
(1.03±0.02): Reading 1 1.02 Reading 2 1.07 Reading 3 1.05 Average= 1.05 Inspector/Assessor: Christian Gonzalez Start
Time: 7:58
SciAps X-550Pb | S/N 01149 Results in red are lead-based paint or coating.

Condition
Codes:

I = Intact, F =
Fair, P =
Poor
End
Time: 8:35
No. Sample Location Color Substrate Component Condition XRF Result (mg/cm2)

32. Ext – Teen Center “The Club” (W) Beige Metal Door Frame I 0.00

33. Ext – Teen Center “The Club” (W) Beige Wood Rafter I 4.53

34. Ext – Teen Center “The Club” (W) Beige Wood Overhang I 3.13

35. Ext – Teen Center “The Club” (W) Brown Metal Gutter I 0.01

36. Ext – Teen Center “The Club” (W) Beige Metal Down Sprout I 0.03

37. Ext – Teen Center “The Club” (S) Beige Stucco Wall I 0.00

38. Ext – Teen Center “The Club” (S) Beige Metal Door Frame I 0.00

39. Ext – Teen Center “The Club” (S) Beige Metal Door I 0.00

40. Ext – Teen Center “The Club” (S) Beige Wood Support P 0.00

41. Ext – Teen Center “The Club” (S) Beige Wood Header I 3.76

42. Ext – Teen Center “The Club” (S) Yellow Concrete Curb/step I 0.00

43. Ext – Teen Center “The Club” (S) Black Metal Window System I 2.91

44. Ext – Teen Center “The Club” (S) Beige Metal Handrail I 0.00

45. Ext – Teen Center “The Club” (E) Beige Metal Crawl Space Hatch I 0.00

46. Ext – Teen Center “The Club” (E) Beige Stucco Wall I 0.00

47. Ext – Teen Center “The Club” (N) Beige Wood Patio Support I 0.00

48. Ext – Teen Center “The Club” (N) Beige Wood Header I 0.00

49. Ext – Teen Center “The Club” (N) Beige Wood Fascia I 0.00

50. Ext – Trash Cover (E) Green CMU Wall I 0.00

51. Ext – Trash Cover (W) Green CMU Wall I 0.00

Metals Analysis of Paints
Client ID:

Report Number:

Date Received:

M273532
Job ID / Site: PJ88528; City of Hanford 543 South Douty Street Hanford CA FACS - Fresno FR09
SGSFL Job ID:

Date Analyzed:

FR09
Chris Chipponeri
Fresno, CA 93711
2440 West Shaw Avenue, #105
Date Printed: 11/07/25
11/07/25
First Reported: 11/07/25
10/31/25
Final Report
(AIHA-LAP, LLC Accreditation, Lab ID #101629)
Date(s) Collected: 10/30/25 Total Samples Submitted:

Total Samples Analyzed:
6 6
Sample Number Lab Number Result
Result Reporting Method
Analyte Units Limit* Reference
EPA 3050B/7000B< 0.008Pb88528-01PB 30963007 wt% 0.008
EPA 3050B/7000B< 0.006Pb88528-02PB 30963008 wt% 0.006
EPA 3050B/7000B< 0.006Pb88528-03PB 30963009 wt% 0.006
EPA 3050B/7000B< 0.006Pb88528-04PB 30963010 wt% 0.006
EPA 3050B/7000B< 0.006Pb88528-05PB 30963011 wt% 0.006
EPA 3050B/7000B< 0.006Pb88528-06PB 30963012 wt% 0.006
Analytical results and reports are generated by SGS at the request of and for the exclusive use of the person or entity (client) named on such report. Results, reports or copies of same will not be released by SGS to any third party without prior written request from client. This report applies only to the sample(s) tested. Supporting laboratory documentation is available upon request. This report must not be reproduced except in full, unless approved by SGS. The client is solely responsible for the use and interpretation of test results and reports requested from SGS. SGS is not able to assess the degree of hazard resulting from materials analyzed. SGS reserves the right to dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified. Any modifications that have been made to referenced test methods are documented in SGS Standard Operating Procedures Manual. Sample results have not been blank corrected. Quality control and sample receipt condition were acceptable unless otherwise noted.

Note* Sampling data used in this report was provided by the client as noted on the associated chain of custody form. * The Reporting Limit represents the lowest amount of analyte that the laboratory can confidently detect in the sample, and is not a regulatory level. The Units for the Reporting Limit are the same as the Units for the Final Results.

Vincent To, Laboratory Supervisor, Carson Laboratory
20535 South Belshaw Avenue, Carson, CA 90746 | phone: 310.763.2374 / 800.813.9417 Fax: 310.763.4450 | https://www.sgs-ehsusa.com/

City of Hanford – Coe Park Exterior Lead Paint Survey 12/4/2025 www.facs.com
Appendix C
Appendix C
Site Photos and Sample Location Drawing
01: Exterior – Positive Reading (Overhang) 02: Exterior – Positive Reading (Rafter) 03: Exterior – Positive Reading (Header) 04: Exterior – Positive Reading (Window System)

City of Hanford – Coe Park Exterior Lead Paint Survey 12/4/2025 www.facs.com
Appendix C
05: Exterior - Street Overview 06: Exterior - Side Overview 07: Exterior – Guesthouse Overview 08: Exterior – Front Guesthouse Overview

City of Hanford – Coe Park Exterior Lead Paint Survey 12/4/2025 www.facs.com
Appendix C
09: Exterior – Ceiling Overview 10: Exterior - Gutter Overview 11: Exterior – Restroom Building Overview 12: Exterior – “The Club” Building Overview

This is a design drawing and is the property of Forensic Analytical Consulting Services, Inc. It is not intended to replace required architectural or engineering plans.

FACS PROJECT No.:

CLIENT:

LOCATION:

N
Sample Sample Location Diagram
Location
2440 West Shaw Avenue
Fresno, California
Not Drawn to Scale
Coe Park
City of Hanford
543 South Douty Street
Hanford, CA 93230
PJ88528
West Canopy
Restroom Building
Teen Center
South Canopy
01A 01B
Pb01
Pb02
Pb03
Pb04
Pb05
Pb06

City of Hanford – Coe Park Exterior Lead Paint Survey 12/4/2025 www.facs.com
Appendix D
Appendix D
Certifications of Personnel and Laboratories

Forensic Analytical Consulting Services, Inc.

This is to confirm that
Christian Gonzalez
Has attended the Four hour
AHERA Refresher Course for Asbestos Inspectors
And has completed the requisite training for asbestos accreditation under TSCA Title II Course Date: 01-29-2025 to 01-29-2025
Fred J. Vinciguerra, Chief Executive Officer
Forensic Analytical Consulting Services, Inc.
21228 Cabot Blvd, Hayward, CA 94545
(800) 677-1483
Certificate Number: PETBIR2025025
Valid Until: January 29, 2026
Cal/OSHA Approval Number:CA-025-06

Forensic Analytical Consulting Services, Inc.

This is to confirm that
Chris Chipponeri
Has attended the Four hour
AHERA Refresher Course for Asbestos Inspectors
And has completed the requisite training for asbestos accreditation under TSCA Title II Course Date: 08-28-2025 to 08-28-2025
Fred J. Vinciguerra, Chief Executive Officer
Forensic Analytical Consulting Services, Inc.
21228 Cabot Blvd, Hayward, CA 94545
(800) 677-1483
Certificate Number: PETBIR2025183
Valid Until: August 28, 2026
Cal/OSHA Approval Number:CA-025-06

United States Department of Commerce
National Institute of Standards and Technology
Certificate of Accreditation to ISO/IEC 17025:2017
NVLAP LAB CODE: 101459-0
SGS Forensic Laboratories
Hayward, CA
is accredited by the National Voluntary Laboratory Accreditation Program for specific services, listed on the Scope of Accreditation, for:

Asbestos Fiber Analysis
2025-07-01 through 2026-06-30
Effective Dates For the National Voluntary Laboratory Accreditation Program This laboratory is accredited in accordance with the recognized International Standard ISO/IEC 17025:2017.

This accreditation demonstrates technical competence for a defined scope and the operation of a laboratory quality management system (refer to joint ISO-ILAC-IAF Communique on ISO/IEC 17025).

AIHA Laboratory Accreditation Programs, LLC
acknowledges that
SGS North America
19743 Cabot Blvd. Hayward, CA 94545
Laboratory ID: LAP-101762
along with all premises from which key activities are performed, as listed above, has fulfilled the requirements of the AIHA Laboratory Accreditation Programs, LLC (AIHA LAP) accreditation to the ISO/IEC 17025:2017 international standard, General Requirements for the Competence of Testing and Calibration Laboratories in the following:

LABORATORY ACCREDITATION PROGRAMS
INDUSTRIAL HYGIENE Accreditation Expires: December 01,
2025
ENVIRONMENTAL LEAD Accreditation Expires: December 01,
2025
ENVIRONMENTAL MICROBIOLOGY Accreditation Expires: December 01, 2025
FOOD Accreditation Expires:

UNIQUE SCOPES Accreditation Expires:

BE FIELD/MOBILE Accreditation Expires:

Specific Field(s) of Testing/Method(s) within each Accreditation Program for which the above named laboratory maintains accreditation is outlined on the attached Scope of Accreditation. Continued accreditation is contingent upon successful on-going compliance with ISO/IEC 17025:2017 and AIHA LAP requirements. This certificate is not valid without the attached Scope of Accreditation. Please review the AIHA LAP website (www.aihaaccreditedlabs.org) for the most current Scope.

Revision21: 10/24/2023
_____________________________________
Cheryl O Morton
Executive Director, AIHA Laboratory Accreditation Programs, LLC Date Issued: 09/30/2025

Right People
Right Perspective
Right Now
www.forensicanalytical.com

www.facs.com
December 4, 2025
Exterior Asbestos and Lead Paint Survey
Report for Repainting
City Hall
315 North Douty Street
Hanford, CA 93230
Prepared for:

Randy Shaw, Building Superintendent
City of Hanford – Public Works
900 S. 10th Avenue
Hanford, CA 93230
559-585-2148 | [email protected]
Prepared By:

Chris Chipponeri, Director
Forensic Analytical Consulting Services
2440 West Shaw Avenue, Suite 105
Fresno, CA 93711
209-484-4648 | [email protected]
FACS Project #PJ88527

www.facs.com
Contents
List of Acronyms........................................................1 Executive Summary ..................................................2 Introduction.................................................................3 Scope of Work ............................................................3 Site Characterization.................................................3 Survey Methods .........................................................3 Regulations .................................................................6 Findings and Recommendations...........................8 Limitations...................................................................9 Appendix A: Asbestos Survey Summary,
Sample Chain-of-Custody and Laboratory
Results Report
Appendix B: Lead Paint Chip Summary, XRF
Testing Data, Sample Chain-of-Custody,
Laboratory Results Report and CDPH 8552
Form
Appendix C: Site Photos and Sample Location
Drawing
Appendix D: Certifications of Personnel and
Laboratories

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City of Hanford – City Hall Exterior Lead Paint Survey 12/04/2025 1 of 9 List of Acronyms
AAS Atomic Absorption Spectroscopy
ACBM Asbestos-Containing Building Material
ACCM Asbestos-Containing Construction Material
ACM Asbestos-Containing Material
AHERA Asbestos Hazard Emergency Response Act
AIHA American Industrial Hygiene Association
CAC California - Certified Asbestos Consultant
Cal/OSHA California Occupational Safety and Health Association CCR Code of California Regulations
CFR Code of Federal Regulation
CSST California – Certified Site Surveillance Technician DOSH Department of Occupational Safety and Health
ELAP Environmental Laboratory Accreditation Program
EPA Environmental Protection Agency (EPA)
FACS Forensic Analytical Consulting Services, Inc.

ICP Inductively Coupled Plasma
LCP Lead-Containing Paint
LBP Lead-Based Paint
ND None Detected
NESHAP National Emissions Standard Hazardous Air Pollutants NIOSH National Institute for Occupational Safety and Health NIST National Institute of Science and Technology
NVLAP National Voluntary Laboratory Accreditation Program PCM Phase Contrast Microscopy
PLM Polarized Light Microscopy
SGS SGS - Forensic Laboratories
TEM Transmission Electron Microscopy
TTLC Total Threshold Limit Concentration
XRF X-Ray Fluorescence Spectrum Analyzer
< Less Than Reporting Limit

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City of Hanford – City Hall Exterior Lead Paint Survey 12/04/2025 2 of 9 Executive Summary
Forensic Analytical Consulting Services, Inc. (FACS) was retained by the City of Hanford to perform an asbestos and lead paint survey of the exterior building surfaces at City Hall, located at 315 North Douty Street in Hanford, California. The survey included any suspect asbestos-containing materials (ACM) and suspect lead-containing paints and coatings which may be disturbed during the planned repainting project at this site. A summary list of suspect asbestos-containing materials which were identified and sampled is included in Appendix A of this report. A table reporting suspect lead-containing paints or coatings which were identified and sampled is included in Appendix B of this report. The survey was performed on October 30, 2025.

Asbestos
The following suspect material was sampled during this survey and identified to not contain asbestos by laboratory analysis:
• Stucco
Please see Appendix A for a complete listing of material samples at the work areas and results from this survey. Any suspect materials not included must be assumed to be asbestos-containing materials until tested and proven not to contain asbestos.

Lead
The following paints/coatings did not contain detectable concentrations of lead above the laboratory’s reporting limit:
• Tan – Wall – Stucco
• Brown – Windowsill – Wood
• Brown – Door – Wood
Please see Appendix B for a complete listing of paints and coatings sampled during this survey. It should be noted that paints tested may exist at other portions of the building from where sampled and should be handled in accordance with test results.

Any paints not included in the survey, or paints with results of 0.00 mg/cm² by XRF analysis without confirming representative laboratory result, must be handled as lead-containing unless sampled and proven otherwise.

FACS recommends that the results of this report be incorporated into any renovation plans provided for this project for informational purposes.

www.facs.com
City of Hanford – City Hall Exterior Lead Paint Survey 12/04/2025 3 of 9 Introduction
Forensic Analytical Consulting Services, Inc. (FACS) was retained by the City of Hanford to perform an asbestos and lead paint survey of the exterior building surfaces at City Hall, located at 315 North Douty Street in Hanford, California. The survey included any suspect asbestos-containing materials (ACM) and suspect lead-containing paints and coatings which may be disturbed during the planned repainting project at this site. The survey was performed on October 30, 2025.

Scope of Work
The purpose of this survey was to identify asbestos-containing materials (ACMs) and lead-containing paints and coatings which may be disturbed during the upcoming exterior repainting project. The visual inspection, bulk sampling, and survey documentation were performed by Christian Gonzalez and Ethan McLaughlin. Mr. Gonzalez is a Division of Occupational Safety and Health (DOSH) Certified Asbestos Consultant (CAC #22-7113) and a California Department of Public Health (CDPH) Certified Lead Inspector / Assessor (LRC-00005460), as required under California regulations. Mr. McLaughlin is a CDPH Certified Lead Sampling Technician (LRC-00014177). The scope of the survey and the services provided by FACS included:
• Performing a visual inspection of the project area to identify accessible suspect asbestoscontaining materials (ACMs) and lead-containing paints and coatings that will be disturbed during the planned project;
• Collection of bulk material samples for asbestos laboratory analysis by polarized light microscopy (PLM);
• Performance of a lead paint survey using a SciAps x-ray fluorescence (XRF) spectrum analyzer; • Collection of bulk paint chip samples for lead laboratory analysis using atomic absorption spectrometry (AAS);
• Ensuring the technical quality of all work by using Asbestos Hazard Emergency Response Act (AHERA) accredited Building Inspectors;
• Ensuring the technical quality of all work by using California Department of Public Health (CDPH) Certified Lead Sampling Technicians and Inspector/Assessors; and • Consolidating data and findings into a report format.

Site Characterization
Hanford City Hall is a typical commercial / municipal building and constructed with normal construction materials such as exterior stucco walls and wood or metal components. Sampling was limited to exterior suspect materials that may become impacted by prep work for repainting of the exterior building materials.

Survey Methods
Document Review
No previous documentation was reviewed prior to the inspection. The extent of the planned renovation project was provided by the client or architect drawings.

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City of Hanford – City Hall Exterior Lead Paint Survey 12/04/2025 4 of 9 Visual Inspection
Accessible building materials were visually inspected using the methods presented in the Federal AHERA regulations (40 CFR, Part 763). AHERA inspection methodology is required to be used for inspections of K-12 schools and is generally accepted as the industry standard for all ACM inspections regardless of structure or facility type. Suspect ACMs were also physically assessed for friability, condition and possible disturbance factors.

All areas were accessible during this inspection.

Asbestos Inspection
Bulk Sample Collection
Bulk samples of identified homogeneous materials were collected in building areas that may be impacted by the planned renovation/demolition activities. Samples were collected of each separate homogeneous area. A homogeneous area is defined as a surfacing material, thermal system insulation, or miscellaneous material that is uniform in use, color and texture. Examples of homogeneous areas could include:

Vinyl floor tiles
False ceiling panels
Drywall with joint compound
Vinyl sheet flooring
The specific number of samples collected was determined by using the methods required by the Federal AHERA regulations (40 CFR, Part 763.86) as noted below:
1) For Surfacing Material:
1,000 ft2 or less - collect 3 samples
1,001 to 5,000 ft2 - collect 5 samples
5,001 ft2 or greater - collect 7 samples
2) For Thermal System Insulation:
“In a randomly distributed manner” - collect 3 samples
6 linear feet of patching or less - collect 1 sample
cementitious pipe fittings - “In a manner sufficient to determine” 3) For all Miscellaneous Material:

Collect samples "In a manner sufficient to determine whether material is ACM (asbestoscontaining material) or not ACM..." The suspect ACMs were sampled using a knife, chisel, scraper, drill or other similar coring device suitable to the type of material sampled to cut through its entire thickness and to ensure that a crosssection of the material was obtained. The material was then placed in an appropriately labeled container that was sealed and submitted to SGS-Forensic Laboratories for analysis. A unique sample number (e.g.

PJ88527-01A) was assigned to each sample.

Bulk samples will be retained by the laboratory for one month unless otherwise instructed. After this period, the samples will be disposed of appropriately.

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City of Hanford – City Hall Exterior Lead Paint Survey 12/04/2025 5 of 9 Bulk Sample Analysis
A total of three (3) bulk samples were collected from a total of one (1) suspect material. Bulk samples were analyzed by SGS-Forensic Laboratories (SGS) in Hayward, California. SGS is accredited by the California Department of Public Health (CDPH) Environmental Laboratory Accreditation Program (ELAP) and the National Institute of Science and Technology's (NIST) National Voluntary Laboratory Accreditation Program (NVLAP). SGS participates in the National Institute for Occupational Safety and Health (NIOSH) Proficiency Analytical Testing Program and has substantial experience in the analysis of asbestos.

All samples were analyzed using Polarized Light Microscopy with Dispersion Staining (PLM/DS) techniques in accordance with the methodology approved by the U.S. Environmental Protection Agency (EPA). The percentage of asbestos present in the samples was determined on the basis of a visual area estimation. The EPA defines asbestos-containing materials (ACM) as any material containing more than one percent (1%) asbestos as determined using the method specified in Appendix A, Subpart F, 40 CFR Part 763, Section 1, Polarized Light Microscopy (PLM). 40 CFR Part 763 identifies the lower limit of reliable quantification for asbestos using the PLM method as approximately one percent (1%) by volume.

Regulations in California (CAL/OSHA Title 8 CCR 1529) define asbestos-containing construction materials (ACCM) as those materials having asbestos content of greater than one tenth of one percent (> 0.1%); therefore, for the purpose of this survey, any amount of asbestos detected will be considered positive. In addition to the percentages, the types of asbestos minerals are also reported. The PLM method is the standard method used to analyze asbestos bulk samples.

When "None Detected" (ND) appears in the laboratory results, it should be interpreted as meaning asbestos was not observed in the sample material.

Lead Inspection
The client-defined lead inspection was conducted in accordance with the CDPH Lead-Related Construction Program and modeled upon the sampling protocol described in “Chapter 7: Lead Based Paint Inspection” of the HUD Guidelines for the Evaluation and Control of Lead-Based Paint Hazards in Housing (1997 Revision).

Cal/OSHA, in Title 8 California Code of Regulations (CCR) Section 1532.1, Lead in Construction Standard which implements California Labor Code 8716-6717, regulates all construction work where an employee may be occupationally exposed to lead. Paint or materials with any detectable level of lead is considered lead-containing by Cal/OSHA.

XRF Testing Methodology
Surfaces and components were surveyed for lead content utilizing a portable X-ray fluorescence (XRF) analyzer, SciAps X-550Pb, serial number 01149. The XRF analyzer contains a battery powered x-ray cathode source which bombards tested surfaces with X-rays and gamma rays. This external energy source excites any lead atoms within the tested paint or coating, causing their atoms to emit X-ray photons with a characteristic energy profile. The instrument analyzes the emitted energy to identify and quantify the amount of lead in the tested paint or coating, with lead content reported in milligrams per square centimeter.

Testing combinations of homogeneous components in one area are representative of similar components found in other areas with similar construction and painting histories. During this survey, the inspector visually identified the painted or coated component to test, an XRF reading was collected, and the reading was documented in the XRF data table contained in Appendix B. For each test reading, the data table identifies the room equivalent/space designation, the tested component name, the substrate

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City of Hanford – City Hall Exterior Lead Paint Survey 12/04/2025 6 of 9 material, the sample location, paint/coating color, condition assessment, and the XRF result expressed as lead content by weight in milligrams per square centimeter (mg/cm2 ).

Bulk Sampling Methodology
During this inspection, FACS personnel collected three (3) bulk paint chip samples for laboratory confirmation of lead-content. Each sample was scraped from the substrate it had been applied to using a knife or chisel to obtain sufficient material for analysis. Each sample was given a unique marker number, identified on a chain-of-custody, packaged, and sent via FedEx to SGS in Hayward, California for analysis. SGS is accredited by the American Industrial Hygiene Association’s Environmental Lead Laboratory Accreditation Program for the analysis of lead in bulk paint chips by flame atomic absorption.

Regulations
Background
Asbestos is the name of a class of magnesium-silicate minerals that occur in fibrous form. Minerals that are included in this group are chrysotile, crocidolite, amosite, anthophyllite asbestos, tremolite asbestos, and actinolite asbestos. Although the chrysotile minerals are the most common type of asbestos found in the construction industry, all types of asbestos are regulated in the same manner. Asbestos has been used in more than 3,000 different building materials. Asbestos was added to building materials to:
increase fire-resistance, insulate against heat, cold and sound, resist corrosion, and increase tensile strength. Common building materials that may contain asbestos include but are not limited to the following: floor tile, resilient sheet flooring, ceiling tile, mastics, roofing materials, fireproofing, acoustical treatments, wallboard, pipe and boiler insulations. Adverse health effects have been associated with the inhalation of airborne asbestos. However, asbestos fibers that are tightly bound in the building material, may not represent an exposure hazard, unless disturbed in such a way that releases airborne fibers (i.e., cutting, drilling, sanding, and other abrasive methods).

Building Surveys
The following is a summary of some current Federal and California State regulations which contain requirements related to the performance of building surveys for asbestos. These summaries are not intended to be all inclusive and do not contain every aspect of the regulations discussed.

U.S. EPA National Emission Standard for Hazardous Air Pollutants (NESHAPs), 40 CFR Part 61 Under the NESHAPs regulation, no visible emissions are allowed during building demolition or renovation activities which involve regulated asbestos-containing materials. For this reason, all buildings must be surveyed for asbestos-containing materials prior to demolition or renovation. The EPA, CARB, and/or the local Air Quality Management District which implements EPA actions, must be notified prior to any building demolition even if no asbestos-containing materials are present. Regulated asbestoscontaining material (RACM) is defined as a) any friable material with an asbestos content of greater than one percent, or b) any non-friable material with asbestos content of greater than one percent that will, or could, become friable.

Asbestos Hazard Emergency Response Act (AHERA), 40 CFR Part 763, Subpart E AHERA requires performance of asbestos surveys and the development of Asbestos Management Plans for all primary and secondary schools in the United States. Although this regulation applies to primary and secondary schools only, the procedures mandated under AHERA are considered the industry

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City of Hanford – City Hall Exterior Lead Paint Survey 12/04/2025 7 of 9 standard and are applied to all surveys performed by FACS unless otherwise specified by the building owner.

Worker Protection
California Assembly Bill AB3713, Health and Safety Code Division 20, Chapter 10.4, Section 25915- 25924
The state of California has enacted legislation that requires building owners, employers, lessees, etc. to notify tenants, employees and contractors of the presence of asbestos in both friable and non-friable forms. In addition, preventive maintenance activities must be developed and communicated to these parties. Notification is required 15 days after the identification of ACM in the building, and annually thereafter.

Occupational Safety and Health Administration (OSHA) 29 CFR 1926.1101 and 8 CCR 1529 The Federal and State Occupational Safety and Health Administrations (OSHA) require employers to implement specific work practices which protect workers from airborne asbestos exposure.

Building materials which contain even low levels of asbestos (<1%) can potentially generate significant concentrations of airborne asbestos fibers when disturbed. Therefore, control measures should be instituted which adequately address worker health and safety during planned renovation or demolition activities involving these materials. Cal/OSHA defines asbestos-containing construction materials as those materials having greater than one tenth of one percent asbestos (>0.1%). As stated previously, there is currently no viable method to accurately quantify asbestos at this level.

Hazardous Waste
Building materials reported to contain less than one percent (<1%) of asbestos are not considered hazardous by the U.S. EPA, and hence, may not require removal and disposal prior to demolition or renovation. Regulations may vary, however, between regional air quality management districts and/or other state agencies responsible for implementing EPA's rules. Therefore, local agencies should be contacted for specific ACM definitions and handling requirements. Cal/OSHA may also require special packaging and labeling on containers with asbestos-containing construction materials.

Composite sampling, which may potentially reduce the total asbestos content of the material, is only permitted when sampling joint compound, tape, and gypsum wallboard according to EPA’s Asbestos NESHAP Clarification Regarding Analysis of Multi-Layered Systems (40 CFR Part 61 FRL-4821-7).

Lead
Cal/OSHA Lead (8 CCR 1532.1) & CDPH (Title 17)
If paints or coatings containing any detectable concentration of lead will be impacted, a project should be considered regulated by Cal/OSHA as lead-related construction (8 CCR 1532.1).

A contractor who has employees that may be occupationally exposed to lead during a project must perform an initial determination regarding worker exposures to lead, which may be based on personal air monitoring at the start of the project, prior employee monitoring from the past 12 months under workplace conditions closely resembling the current project, or using regulatory trigger tasks and their assigned exposure limits. It is the contractor’s responsibility to conduct their initial determination and comply with any relevant Cal/OSHA requirements based on this determination in regard to training, medical monitoring of employees, personal protection equipment and other regulatory requirements.

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City of Hanford – City Hall Exterior Lead Paint Survey 12/04/2025 8 of 9 Workers disturbing existing paints or coatings during a project must have lead awareness or action level training, depending on the initial exposure determination. Workers that will disturb paints with detectable concentrations of lead must use lead-safe engineering controls and work practices regardless of results of any exposure monitoring data. Disturbance of lead-containing paints or coatings must be performed within a contained area to prevent the spread and build-up of lead dust in order to comply with CDPH and keep surfaces as free as practical of accumulation of lead to mee Cal/OSHA requirements. HEPA vacuums, dustless tools or shrouds, and/or intact removal of components should be employed to minimize lead dust generation and properly cleanup work areas following disturbance to lead-containing materials during a project. Waste generated during disturbance to lead-containing materials must be profiled in a hazardous waste determination to ascertain proper disposal requirements.

If the initial determination or initial exposure monitoring shows that workers impacting lead can be expected to be, or are shown to be, exposed to lead above 50 micrograms per cubic meter of air, workers and supervisors must have the requisite training and CDPH lead worker or supervisor certification.

The Cal/OSHA regulation was recently revised and additional requirements must be met by employers with employees that disturb lead paint. Any contractor / employer that may require workers to disturb lead-containing paints found with the project area should ensure that they are familiar and in compliance with the new revisions to the regulation.

Findings and Recommendations
Forensic Analytical Consulting Services, Inc. (FACS) was retained by the City of Hanford to perform an asbestos and lead paint survey of the exterior building surfaces at City Hall, located at 315 North Douty Street in Hanford, California.

Asbestos
The following suspect material was sampled during this survey and identified to not contain asbestos by laboratory analysis:
• Stucco
Please see Appendix A for a complete listing of material samples at the work areas and results from this survey. Any suspect materials not included must be assumed to be asbestos-containing materials until tested and proven not to contain asbestos.

See the Regulations section above for additional information regarding asbestos compliance.

Lead
The following paints/coatings did not contain detectable concentrations of lead above the laboratory’s reporting limit:
• Tan – Wall – Stucco
• Brown – Windowsill – Wood
• Brown – Door – Wood
Please see Appendix B for a complete listing of paints and coatings sampled during this survey. It should be noted that paints tested may exist at other portions of the building from where sampled and should be handled in accordance with test results.

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City of Hanford – City Hall Exterior Lead Paint Survey 12/04/2025 9 of 9 Any paints not included in the survey, or paints with results of 0.00 mg/cm² by XRF analysis without confirming representative laboratory result, must be handled as lead-containing unless sampled and proven otherwise.

See the Regulations section above for additional information regarding lead compliance.

FACS recommends that the results of this report be incorporated into any renovation plans provided for this project for informational purposes.

Limitations
This investigation is limited to the conditions and practices observed, and information made available to FACS. The methods, conclusions and recommendations provided are based on FACS’ judgment, expertise, and the standard of practice for professional service. They are subject to the limitations and variability inherent in the methodology employed. As with all environmental investigations, this investigation is limited to the defined scope and does not purport to set forth all hazards, nor indicate that other hazards do not exist.

Please do not hesitate to contact our office at 559-436-0277 with any questions or concerns. Thank you for the opportunity to assist the City of Hanford with promoting worker safety and a healthy environment.

Respectfully, Reviewed by:

FORENSIC ANALYTICAL FORENSIC ANALYTICAL
Arturo Sotelo Chris Chipponeri
EHS I, Bakersfield Director, Central Valley Offices
CDPH LRC-00012005 CDPH LRC-00000782
Cal/OSHA CSST 25-7862 Cal/OSHA CAC 10-4633

City of Hanford – City Hall Exterior Lead Paint Survey 12/4/2025 www.facs.com
Appendix A
Appendix A
Asbestos Survey Summary, Sample Chain-of-Custody and Laboratory Results Report
Asbestos Survey Summary (Lab Report #B377281)
The City of Hanford – City Hall – City Hall Exterior Lead Survey Survey Date: October 30, 2025
Sample
Number
Material
Description
Location(s) of
Material
Material
Number Asbestos Content (%)
Asbestos
NESHAP
Category
Approximate
Quantity (ft2)
01A,01B,01C Stucco Exterior West,
South, & East Wall 01 Layer: Grey Cementitious Material – None Detect Layer: Paint – None Detect NA NA

Final Report
(EPA Method 40CFR, Part 763, Appendix E to Subpart E and EPA 600/R-93-116, Visual Area Estimation) Bulk Asbestos Analysis
NVLAP Lab Code: 101459-0
FACS - Fresno Client ID: FR09
Chris Chipponeri Report Number: B377821
2440 West Shaw Avenue, #105 Date Received:

Date Analyzed: 11/07/25
Fresno, CA 93711 Date Printed: 11/07/25
First Reported:

Hanford CA SGSFL Job ID:Job ID/Site: FR09PJ88527; City of Hanford 315 North Douty Street Date(s) Collected: 10/30/2025
Total Samples Submitted: 3
Total Samples Analyzed: 3
10/31/25
11/07/25
Sample ID Lab Number
Asbestos
Type
Percent in
Layer
Asbestos AsbestosPercent in Percent in
Type TypeLayer Layer
88527-01A 12834684
Layer: Grey Cementitious Material ND
Layer: Paint ND
Total Percentage Values of Non-Asbestos Fibrous Components:

Cellulose (Trace)
88527-01B 12834685
Layer: Grey Cementitious Material ND
Layer: Paint ND
Total Percentage Values of Non-Asbestos Fibrous Components:

Cellulose (Trace)
88527-01C 12834686
Layer: Grey Cementitious Material ND
Layer: Paint ND
Total Percentage Values of Non-Asbestos Fibrous Components:

Cellulose (Trace)
Inhomogeneous samples are separated into homogenous subsamples and analyzed individually. Analytical results and reports are generated by SGS at the request of and for the exclusive use of the person or entity (client) named on such report. Results, reports or copies of same will not be released by SGS to any third party without prior written request from client. This report applies only to the sample(s) tested. Supporting laboratory documentation is available upon request. This report must not be reproduced except in full, unless approved by SGS. The client is solely responsible for the use and interpretation of test results and reports requested from SGS. This report must not be used by the client to claim product endorsement by NVLAP or any other agency of the U.S. Government. SGS is not able to assess the degree of hazard resulting from materials analyzed. SGS reserves the right to dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified. All samples were received in acceptable condition unless otherwise noted.

Note: Limit of Quantification ('LOQ') = 1%. 'Trace' denotes the presence of asbestos below the LOQ. 'ND' = 'None Detected'.

Maria Cosper, Laboratory Supervisor, Hayward Laboratory

19743 Cabot Blvd., Hayward, CA 94545 | Phone: 510.887.8828 | https://www.sgs-ehsusa.com/

City of Hanford – City Hall Exterior Lead Paint Survey 12/4/2025 www.facs.com
Appendix B
Appendix B
Lead Paint Chip Summary, XRF Testing Data, Sample
Chain-of-Custody, Laboratory Results Report and
CDPH 8552 Form
Lead Paint Chip Summary (Lab Report #M273530)
The City of Hanford – City Hall – City Hall Exterior Lead Survey Survey Date: October 30, 2025
Sample
Number Component Location Component Color Substrate
Analytical
Results
(weight percent
of lead)
01Pb Exterior Wall Tan Stucco <0.006
02Pb Exterior Windowsill Brown Wood <0.006
03Pb Exterior Door Brown Wood <0.006
Site Name: Handford City Hall Date: 10-30-2025
Address: 315 N. Douty St, Hanford CA 93230 FACS Job #: PJ88527 Calibration
(1.03±0.02): Reading 1 1.05 Reading 2 1.04 Reading 3 1.06 Average= 1.05 Technician: Ethan McLaughlin Calibration
(1.03±0.02): Reading 1 1.05 Reading 2 1.05 Reading 3 1.05 Average= 1.05 Inspector/Assessor: Christian Gonzalez Start
Time: 10:07
SciAps X-550Pb | S/N 01149 Results in red are lead-based paint or coating.

Condition
Codes:

I = Intact,
F = Fair, P
= Poor
End
Time: 10:22
No. Sample Location Color Substrate Component Condition XRF Result (mg/cm2)

1. Ext – West Tan Stucco Wall F 0.00

2. Ext – West Pink Stucco Wall I 0.00

3. Ext – West Green Stucco Wall I 0.00

4. Ext – West Burgandy Cloth Awning I 0.00

5. Ext – West Brown Wood Windowsill I 0.00

6. Ext – West Brown Wood Frame I 0.00

7. Ext – West Brown Wood Frame I 0.00

City of Hanford – City Hall Exterior Lead Paint Survey 12/4/2025 www.facs.com
Appendix B
Site Name: Handford City Hall Date: 10-30-2025
Address: 315 N. Douty St, Hanford CA 93230 FACS Job #: PJ88527 Calibration
(1.03±0.02): Reading 1 1.05 Reading 2 1.04 Reading 3 1.06 Average= 1.05 Technician: Ethan McLaughlin Calibration
(1.03±0.02): Reading 1 1.05 Reading 2 1.05 Reading 3 1.05 Average= 1.05 Inspector/Assessor: Christian Gonzalez Start
Time: 10:07
SciAps X-550Pb | S/N 01149 Results in red are lead-based paint or coating.

Condition
Codes:

I = Intact,
F = Fair, P
= Poor
End
Time: 10:22
No. Sample Location Color Substrate Component Condition XRF Result (mg/cm2)

8. Ext – West Brown Wood Mullion I 0.00

9. Ext – West Brown Wood Doorframe F 0.00

10. Ext – West Brown Wood Door F 0.00

11. Ext – South Tan Stucco Wall I 0.00

12. Ext – South Tan Metal Door Frame I 0.00

13. Ext – South Tan Metal Door I 0.00

14. Ext – East Tan Stucco Wall I 0.00

15. Ext – East Brown Wood Door I 0.00

16. Ext – East Brown Wood Frame I 0.00

17. Ext – East Tan Metal Conduit I 0.00

Metals Analysis of Paints
Client ID:

Report Number:

Date Received:

M273530
Job ID / Site: PJ88527; City of Hanford 315 North Douty Street Hanford CA FACS - Fresno FR09
SGSFL Job ID:

Date Analyzed:

FR09
Chris Chipponeri
Fresno, CA 93711
2440 West Shaw Avenue, #105
Date Printed: 11/07/25
11/07/25
First Reported: 11/07/25
10/31/25
Final Report
(AIHA-LAP, LLC Accreditation, Lab ID #101629)
Date(s) Collected: 10/30/25 Total Samples Submitted:

Total Samples Analyzed:
3 3
Sample Number Lab Number Result
Result Reporting Method
Analyte Units Limit* Reference
EPA 3050B/7000B< 0.006Pb88527-01PB 30963003 wt% 0.006
EPA 3050B/7000B< 0.006Pb88527-02PB 30963004 wt% 0.006
EPA 3050B/7000B< 0.006Pb88527-03PB 30963005 wt% 0.006
Analytical results and reports are generated by SGS at the request of and for the exclusive use of the person or entity (client) named on such report. Results, reports or copies of same will not be released by SGS to any third party without prior written request from client. This report applies only to the sample(s) tested. Supporting laboratory documentation is available upon request. This report must not be reproduced except in full, unless approved by SGS. The client is solely responsible for the use and interpretation of test results and reports requested from SGS. SGS is not able to assess the degree of hazard resulting from materials analyzed. SGS reserves the right to dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified. Any modifications that have been made to referenced test methods are documented in SGS Standard Operating Procedures Manual. Sample results have not been blank corrected. Quality control and sample receipt condition were acceptable unless otherwise noted.

Note* Sampling data used in this report was provided by the client as noted on the associated chain of custody form. * The Reporting Limit represents the lowest amount of analyte that the laboratory can confidently detect in the sample, and is not a regulatory level. The Units for the Reporting Limit are the same as the Units for the Final Results.

Vincent To, Laboratory Supervisor, Carson Laboratory
20535 South Belshaw Avenue, Carson, CA 90746 | phone: 310.763.2374 / 800.813.9417 Fax: 310.763.4450 | https://www.sgs-ehsusa.com/

12/4/2025
www.facs.com
City of Hanford – City Hall Exterior Lead Paint Survey Appendix C Appendix C
Site Photos and Sample Location Drawing
01: Exterior Street View 02: Exterior Front View
03: Exterior Side View 04: Exterior Wall

This is a design drawing and is the property of Forensic Analytical Consulting Services, Inc. It is not intended to replace required architectural or engineering plans.

FACS PROJECT No.:

CLIENT:

LOCATION: N
Sample Location Diagram
Sample
Location
2440 West Shaw Avenue
Fresno, California
Not Drawn to Scale
City Hall
City of Hanford
315 North Douty Street
Hanford, CA 93230
PJ88527
City Hall
01A
01B
01C Pb03
Pb01 Pb02

City of Hanford – City Hall Exterior Lead Paint Survey 12/4/2025 www.facs.com
Appendix D
Appendix D
Certifications of Personnel and Laboratories

Forensic Analytical Consulting Services, Inc.

This is to confirm that
Christian Gonzalez
Has attended the Four hour
AHERA Refresher Course for Asbestos Inspectors
And has completed the requisite training for asbestos accreditation under TSCA Title II Course Date: 01-29-2025 to 01-29-2025
Fred J. Vinciguerra, Chief Executive Officer
Forensic Analytical Consulting Services, Inc.
21228 Cabot Blvd, Hayward, CA 94545
(800) 677-1483
Certificate Number: PETBIR2025025
Valid Until: January 29, 2026
Cal/OSHA Approval Number:CA-025-06

Forensic Analytical Consulting Services, Inc.

This is to confirm that
Chris Chipponeri
Has attended the Four hour
AHERA Refresher Course for Asbestos Inspectors
And has completed the requisite training for asbestos accreditation under TSCA Title II Course Date: 08-28-2025 to 08-28-2025
Fred J. Vinciguerra, Chief Executive Officer
Forensic Analytical Consulting Services, Inc.
21228 Cabot Blvd, Hayward, CA 94545
(800) 677-1483
Certificate Number: PETBIR2025183
Valid Until: August 28, 2026
Cal/OSHA Approval Number:CA-025-06

United States Department of Commerce
National Institute of Standards and Technology
Certificate of Accreditation to ISO/IEC 17025:2017
NVLAP LAB CODE: 101459-0
SGS Forensic Laboratories
Hayward, CA
is accredited by the National Voluntary Laboratory Accreditation Program for specific services, listed on the Scope of Accreditation, for:

Asbestos Fiber Analysis
2025-07-01 through 2026-06-30
Effective Dates For the National Voluntary Laboratory Accreditation Program This laboratory is accredited in accordance with the recognized International Standard ISO/IEC 17025:2017.

This accreditation demonstrates technical competence for a defined scope and the operation of a laboratory quality management system (refer to joint ISO-ILAC-IAF Communique on ISO/IEC 17025).

AIHA Laboratory Accreditation Programs, LLC
acknowledges that
SGS North America
19743 Cabot Blvd. Hayward, CA 94545
Laboratory ID: LAP-101762
along with all premises from which key activities are performed, as listed above, has fulfilled the requirements of the AIHA Laboratory Accreditation Programs, LLC (AIHA LAP) accreditation to the ISO/IEC 17025:2017 international standard, General Requirements for the Competence of Testing and Calibration Laboratories in the following:

LABORATORY ACCREDITATION PROGRAMS
INDUSTRIAL HYGIENE Accreditation Expires: December 01,
2025
ENVIRONMENTAL LEAD Accreditation Expires: December 01,
2025
ENVIRONMENTAL MICROBIOLOGY Accreditation Expires: December 01, 2025
FOOD Accreditation Expires:

UNIQUE SCOPES Accreditation Expires:

BE FIELD/MOBILE Accreditation Expires:

Specific Field(s) of Testing/Method(s) within each Accreditation Program for which the above named laboratory maintains accreditation is outlined on the attached Scope of Accreditation. Continued accreditation is contingent upon successful on-going compliance with ISO/IEC 17025:2017 and AIHA LAP requirements. This certificate is not valid without the attached Scope of Accreditation. Please review the AIHA LAP website (www.aihaaccreditedlabs.org) for the most current Scope.

Revision21: 10/24/2023
_____________________________________
Cheryl O Morton
Executive Director, AIHA Laboratory Accreditation Programs, LLC Date Issued: 09/30/2025

Right People
Right Perspective
Right Now
www.forensicanalytical.com

Product Submittal
Longfield Center

CITY OF HANFORD
Presented By:

Martin Trevizo
SALES- Sales Representative PC MultiSegment
+1 (559) 647-0466
[email protected]

SHERWIN-WILLIAMS
222 W 7TH ST
HANFORD, CA 93230 4524
(559) 589-6455
July 24, 2025

Product Submittal
Project: Longfield Center
560 S Douty St, Hanford, CA, 93290
Customer: CITY OF HANFORD
315 N DOUTY ST, ATTN ACCOUNTS PAYABLE, HANFORD, CA,
932303903
Dear Randy Shaw:

Thank you for considering Sherwin-Williams products for the Longfield Center project. Included in this package is the Sherwin-Williams submittal for the above referenced project.

Should you require assistance or have any questions or concerns, please contact me at +1 (559) 647-0466 or e-mail me at
[email protected].

Martin Trevizo
SALES- Sales Representative PC Multi- Segment
+1 (559) 647-0466
[email protected]

SHERWIN-WILLIAMS
222 W 7TH ST, HANFORD, CA 93230 4524
1

Exterior Finishes
Stucco
Primer: LX02W0050 - LXN C&M PRIMER WH
- Secondary Location: Walls
2 Coats: K60W00651 - LATITUDE EXT FL EW
- Secondary Location: Walls
Steel/Ferrous Metal
2 Coats: B53W05151 - PI WB ALK UR SG EW
- Location: Metal doors/trim - Secondary Location: Doors

CITY OF HANFORD
Longfield Center
July 24, 2025

Specification
Longfield Center
Reference Pages

Data Pages

115.02
Loxon®
Concrete and Masonry Primer-Sealer
US LX02W0050, Canada LX02WQ050 White
7/2023 www.sherwin-williams.com continued on back

CHARACTERISTICS
Loxon Concrete & Masonry Primer-Sealer is
an acrylic coating specifically engineered for
interior and exterior, above grade, masonry
surfaces requiring a high-performance primer. It
is highly alkali and efflorescence resistant and
can be applied to a surface with a pH of 6 to 13.

Loxon Concrete and Masonry Primer-Sealer:

Seals and adheres to concrete, brick, stucco and
plaster.

Conditions porous masonry surfaces.

Use on above grade masonry surfaces for a longlasting finish.

Apply to masonry and concrete surfaces that are at
least 7 days old.

Prevents harm to subsequent coatings by alkalies in
the substrate.

For use on these surfaces:

Concrete, Concrete Block, Brick, Stucco, EIFS
Fiber Cement Siding, Plaster, Mortar, Exterior
Wall Cladding, Tilt-Up/Pre-Cast Concrete
Finish: 0-10 units @ 85°
Color: White
Coverage:

Wet mils: 5.3-8.0
Dry mils: 2.1-3.2
Coverage: 200-320 sq. ft. per gallon
Coverage on porous & rough stucco 80 square feet per
gallon.

Coverage (thin-mil primer application to new construction tilt-up/precast concrete):

Wet mils: 2.7-4.0
Dry mils: 1.1-1.6
Coverage: 400-600 sq. ft. per gallon
Drying Schedule 77°F @ 50% RH:

To touch 4 hours
To recoat 24 hours
Air and surface temperatures must not drop below 40°F
for 48 hours after application.

Drying and recoat times are temperature, humidity, and
film thickness dependent.

Tinting with CCE only:

For best topcoat color development, use the
recommended “P”-shade primer. If desired, up to 4 oz.
per gallon of ColorCast Ecotoners can be used to
approximate the topcoat color. Check color before use.

Extra White LX02W0050
V.O.C. (less exempt solvents):
less than 50 grams per litre; 0.42 lbs. per gallon
As per 40 CFR 59.406
Volume Solids: 40 ±2%
Weight Solids: 55 ±2%
Weight per Gallon: 10.92 lbs
Flash Point: N.A.

Vehicle Type: Acrylic
Shelf Life: 36 months, unopened

COMPLIANCE
As of 07/19/2023, Complies with:

OTC Yes
OTC Phase II Yes
S.C.A.Q.M.D. Yes
CARB Yes
CARB SCM 2007 Yes
CARB SCM 2020 Yes
Canada Yes
LEED® v4 & v4.1 Emissions Yes
LEED® v4 & v4.1 V.O.C. Yes
EPD-NSF® Certified Yes
MIR-Product Lens Certified Yes
MPI® Yes

APPLICATION
Temperature:
minimum 40°F
The following is a guide. Changes in pressures
and tip sizes may be needed for proper spray
characteristics. Always purge spray equipment
before use with listed reducer. Any reduction
must be compatible with the existing
environmental and application conditions.

Reducer: No reduction necessary
Airless Spray:

Pressure 2000-2700 p.s.i.

Tip .19 inch
Brush: nylon-polyester
Roller Cover: ½ to 11/2 inch nap synthetic cover
Spray and back roll on porous & rough stucco to
achieve required film build and a pin-hole free
surface.

For porous block, a coat of Loxon Acrylic Block
Surfacer is required to achieve a pinhole free
surface.

Apply at temperatures above 40°F. When the air
temperature is at 40°F, substrates may be colder;
prior to painting, check to be sure the air, surface,
and material temperature are above 40°F and at
least 5°F above the dew point. Avoid using if rain
or snow is expected within 4-6 hours.

Do not apply at air or surface temperatures below
40°F or when air or surface temperatures may
drop below 40°F within 48 hours.

For best performance results, avoid painting in
direct sun or painting substrates with elevated
surface temperatures.

Do not reduce.

May be applied to damp but not to wet surfaces.

APPLICATION TIPS
Apply paint at the recommended film thickness
and spreading rate as indicated on the page.

Application of coating below minimum
recommended spreading rate may adversely
affect the coating systems performance.

When spot priming on some surfaces, a nonuniform appearance of the final coat may result, due to differences in holdout between primed and
unprimed areas. To avoid this, prime the entire
surface rather than spot priming.

For optimal performance, this primer-sealer must
be topcoated with a latex, alkyd-oil, water-based
epoxy, or solvent based epoxy coating on
architectural applications.

For exterior use, this primer-sealer must be
topcoated within 14 days to prevent degradation
due to weathering.

RECOMMENDED SYSTEMS
Concrete, Masonry, Cement:
1 coat Loxon Concrete & Masonry Primer
2 coats Appropriate Topcoat
Stucco, Fiber Cement Siding, EIFS:
1 coat Loxon Concrete & Masonry Primer
2 coats Appropriate Topcoat
Recommended Architectural Topcoats:

A-100 Exterior Latex
Duration Exterior & Duration Home Interior
Emerald Exterior & Interior
Loxon Masonry Coatings
SuperPaint Exterior & Interior
ProClassic Interior
ProMar Interior
Recommended Industrial Topcoats:

Industrial Enamels
Pro Industrial Series
Water Based Catalyzed Epoxy
Industrial finishes have been tested for
architectural applications only. Loxon Concrete
and Masonry Primer has not been tested in
environments subject to chemical attack. Any
recommendations for use in such areas must
follow a thorough evaluation of the effects of the
environment on the Loxon Concrete and Masonry
Primer and topcoat system.

Loxon®
Concrete and Masonry Primer-Sealer
The information and recommendations set forth in this Product Data Sheet are based upon tests conducted by or on behalf of The Sherwin-Williams Company. Such information and recommendations set forth herein are subject to change and pertain to the product offered at the time of publication. Consult your Sherwin-Williams representative or visit www.paintdocs.com to obtain the most current version of the PDS and/or an SDS

SURFACE PREPARATION

WARNING! If you scrape, sand or remove old
paint, you may release lead dust. LEAD IS
TOXIC. EXPOSURE TO LEAD DUST CAN

CAUSE SERIOUS ILLNESS, SUCH AS BRAIN
DAMAGE, ESPECIALLY IN CHILDREN.

PREGNANT WOMEN SHOULD ALSO AVOID
EXPOSURE. Wear a NIOSH-approved
respirator to control lead exposure. Clean up
carefully with a HEPA vacuum and a wet mop.

Before you start, find out how to protect
yourself and your family by contacting: US -
National Lead Information Hotline at 1-800-
424-LEAD or log on to www.epa.gov/lead;
Canada - your local health authority.

Remove all surface contamination by washing with
an appropriate cleaner, rinse thoroughly and allow
to dry. Existing peeled or checked paint should be
scraped and sanded to a sound surface. Glossy
surfaces should be sanded dull. Stains from water,
smoke, ink, pencil, grease, etc. should be sealed
with the appropriate primer-sealer. Recognize that
any surface preparation short of total removal of the
old coating may compromise the service length of
the system.

Masonry, Concrete, Stucco:

All new surfaces must cure for at least 7 days.

Remove all form release and curing agents.

Pressure clean to remove all dirt, dust, grease,
oil, loose particles, laitance, foreign material,
peeling and defective coatings, chalks, etc. Allow
the surface to dry before proceeding. Repair
cracks, voids, and other holes with an appropriate
patching compound or sealant.

Concrete and mortar must be cured at least 7
days at 75°F. Moisture content must be 15% or
lower. On tilt-up and poured-in-place concrete,
commercial detergents and sandblasting may be
necessary to remove sealers, release
compounds, and to provide an anchor pattern. Fill
bugholes, air pockets and other voids with an
acrylic elastomeric patch or sealant.

Caulking:

Fill gaps between walls, ceilings, crown moldings,
and other trim with the appropriate caulk after
priming the surface

SURFACE PREPARATION
Mildew:

Prior to attempting to remove mildew, it is always
recommended to test any cleaner on a small,
inconspicuous area prior to use. Bleach and
bleaching type cleaners may damage or discolor
existing paint films. Bleach alternative cleaning
solutions may be advised.

Mildew may be removed before painting by
washing with a solution of 1 part liquid bleach and
3 parts clean water. Apply the solution and scrub
the mildewed area. Allow the solution to remain on
the surface for 10 minutes. Rinse thoroughly with
clean water and allow the surface to dry before
painting. Wear protective eyewear, waterproof
gloves, and protective clothing. Quickly wash off
any of the mixture that comes in contact with your
skin. Do not add detergents or ammonia to the
bleach-water solution.

PHYSICAL PROPERTIES
Do not paint on wet surfaces.

LX02W0050
Water Vapor Permeance (US):

Method: ASTM D1653 (grains/(hr ft2 in Hg)
Result: 25.79 perms
Flexibility:

Method: ASTM D522
method B, 180° bend, 1/8 inch mandrel
Result: Pass
Alkali Resistance:

Method: ASTM D1308
Result: Pass
Mildew Resistance:

Method: ASTM D3273/D3274
Result: Pass
Efflorescence:

Method: ASTM D7072-04
Result: Pass (None)
Wind-Driven Rain Test:

Method: ASTM D6904-03
Result: Pass

SAFETY PRECAUTIONS
For interior or exterior use.

Protect from freezing.

Do not apply at temperatures below 40°F. Air and
surface temperatures must not drop below 40°F
for 48 hours after application.

Before using, carefully read CAUTIONS
on label.

ZINC Use only with adequate ventilation. To
avoid overexposure, open windows and doors or
use other means to ensure fresh air entry during
application and drying. If you experience eye
watering, headaches, or dizziness, increase
fresh air, or wear respiratory protection (NIOSH
approved) or leave the area. Avoid contact with
eyes and skin. Wash hands after using. Keep
container closed when not in use. Do not transfer
contents to other containers for storage. FIRST
AID: In case of eye contact, flush thoroughly with
large amounts of water. Get medical attention if
irritation persists. If swallowed, call Poison
Control Center, hospital emergency room, or
physician immediately. WARNING: This product
contains chemicals known to the State of
California to cause cancer and birth defects or
other reproductive harm. DO NOT TAKE
INTERNALLY. KEEP OUT OF THE REACH OF
CHILDREN.

HOTW 07/19/2023 LX02W0050 50 46

FRC, SP

CLEANUP INFORMATION
Clean spills, spatters, hands and tools
immediately after use with soap and warm clean
water. After cleaning, flush spray equipment with
compliant cleanup solvent to prevent rusting of
the equipment. Follow manufacturer’s safety
recommendations when using solvents.

102.61
Latitude™
Exterior Acrylic Flat
K60-650 Series
9/2022 www.sherwin-williams.com continued on back

CHARACTERISTICS
Latitude™ Exterior Acrylic Flat gives painters
more flexibility in their schedules and extends the
painting season. Latitude is formulated with
ClimateFlex Technology™, providing
exceptional early moisture resistance and
smooth application and appearance at extreme
temperatures (application at 35°F-120°F (1.7°C
- 48.8°C) air, surface and material temperatures)
and is resistant to early dirt pick up.

Latitude provides outstanding performance on
properly prepared aluminum and vinyl siding,
wood siding, clapboard, shakes, shingles,
plywood, masonry, and metal.

Key Attributes and Benefits:

ClimateFlex Technology™
Excellent application, flow and leveling
Great dirt pick up resistance
VinylSafe™ paint colors allow you the freedom
to choose from 100 color options, including a
limited selection of darker colors formulated to
resist warping and buckling when applied to a
sound, stable vinyl substrate.

Color: Most Colors
Coverage: 350-400 sq. ft. per gallon
@ 4 mils wet, 1.4 mils dry
Drying Time, @ 50% RH:
@35-45°F @45°F+
Touch: 2 Hours 2 Hours
Recoat: 24-48 hours 4 Hours
Drying and recoat times are temperature, humidity, and
film thickness dependent.

Finish: 0-5 units @ 85°
Tinting with CCE only:

Base: oz. per Strength
gallon
Extra White* 0-7 SherColor
Super White DO NOT TINT
Deep Base 4-12 SherColor
Ultradeep Base 10-12 SherColor
Light Yellow 0-10 SherColor
Vivid Yellow 0-10 SherColor
Real Red* 0-10 SherColor
*Extra White and Real Red bases may be used without
the addition of CCE tint.

Extra White K60W00651
(may vary by color)
V.O.C.(less exempt solvents):

Less than 50 grams per litre; 0.42 lbs. per gallon
As per 40 CFR 59.406
Volume Solids: 34 ±2%
Weight Solids: 51 ±2%
Weight per Gallon: 11.25 lbs
Flash Point: N.A.

Vehicle Type: 100% Acrylic
Shelf Life: 36 months, unopened
WVP Perms (US) 30.84 grains/(hr ft2 in Hg)
Mildew Resistant
This coating contains agents which inhibit the
growth of mildew on the surface of this coating
film.

COMPLIANCE
As of 09/22/2022, Complies with :

OTC Yes
OTC Phase II Yes
S.C.A.Q.M.D. Yes
CARB Yes
CARB SCM 2007 Yes
CARB SCM 2020 Yes
Canada Yes
LEED® v4 & v4.1 Emissions N/A
LEED® v4 & v4.1 V.O.C. Yes
EPD-NSF® Certified No
MIR-Manufacturer Inventory No
MPI® Yes

APPLICATION
When the air temperature is at 35°F (1.7°C),
substrates may be colder; prior to painting, check
to be sure the air, surface, and material
temperature are above 35°F (1.7°C) and at least
5°F above the dew point. Avoid using if rain or
snow is expected within 30 minutes.

Do not apply at air or surface temperatures below
35°F (1.7°C) or when air or surface temperatures
may drop below 35°F (1.7°C) within 48 hours.

No reduction needed.

Brush:

Use a nylon-polyester brush.

Roller:

Use a high quality 3/8-3/4 inch nap synthetic
roller cover.

For specific brushes and rollers, please refer
to our Brush and Roller Guide on sherwinwilliams.com
Spray - Airless:

Pressure ...............................2000 p.s.i.

Tip ..................................0 15-.019 inch

APPLICATION TIPS
Make sure product is completely agitated
(mechanically or manually) before use.

Thoroughly follow the recommended surface
preparations. Most coating failures are due to
inadequate surface preparation or application.

Thorough surface preparation will help provide
long term protection with Latitude coating.

SPECIFICATIONS
Latitude can be self-priming when used directly
over existing coatings, or exterior bare drywall,
plaster and masonry (with a cured pH of less than
9). The first coat acts like a coat of primer and
the second coat provides the final appearance
and performance. Please note that some specific
surfaces require specialized treatment.

Use on these properly prepared surfaces:

Aluminum & Aluminum Siding1,
Galvanized Steel1
:
2 coats Latitude Exterior Acrylic
Concrete Block, CMU, Split face Block:
1 coat Loxon Acrylic Block Surfacer
2 coats Latitude Exterior Acrylic
Brick, Stucco, Cement, Concrete:
1 coat Loxon Concrete & Masonry Primer
(if needed)
or
Loxon Conditioner (if needed)
2 coats Latitude Exterior Acrylic
Cement Composition Siding/Panels:
1 coat Loxon Concrete & Masonry Primer
(if needed)
or
Loxon Conditioner (if needed)
2 coats Latitude Exterior Acrylic
Plywood:
1 coat Exterior Latex Primer
2 coats Latitude Exterior Acrylic
*Vinyl Siding:
2 coats Latitude Exterior Acrylic
Wood (Cedar, Redwood):
1 coat Exterior Oil-Based Wood Primer
2 coats Latitude Exterior Acrylic
Knots and some woods, such as redwood and cedar,
contain a high amount of tannin, a colored wood extract.

For best results on these woods, use a coat of Exterior Oil-Based Wood Primer.

Wood Composition Board - Hardiboard:

Because of the potential for wax bleeding out of
the substrate, apply 1 coat of Exterior Oil-Based
Wood Primer and then topcoat. 1 On large expanses of metal siding, the air, surface, and material temperatures must be 50°F (10°) or higher.

Standard latex primers cannot be used below 50°F
(10°C) or above 100°F (37.7°C). See specific primer
label for that product’s application limitations.

Other primers may be appropriate.

When repainting involves a drastic color change,
a coat of primer will improve the hiding
performance of the topcoat color.

Latitude™
Exterior Acrylic Flat
The information and recommendations set forth in this Product Data Sheet are based upon tests conducted by or on behalf of The Sherwin-Williams Company. Such information and recommendations set forth herein are subject to change and pertain to the product offered at the time of publication. Consult your Sherwin-Williams representative or visit www.paintdocs.com to obtain the most current version of the PDS and/or an SDS

SURFACE PREPARATION
WARNING! If you scrape, sand or remove old
paint, you may release lead dust. LEAD IS
TOXIC. EXPOSURE TO LEAD DUST CAN

CAUSE SERIOUS ILLNESS, SUCH AS BRAIN
DAMAGE, ESPECIALLY IN CHILDREN.

PREGNANT WOMEN SHOULD ALSO AVOID
EXPOSURE. Wear a NIOSH-approved respirator
to control lead exposure. Clean up carefully with
a HEPA vacuum and a wet mop. Before you start,
find out how to protect yourself and your family by
contacting the National Lead Information Hotline
at 1-800-424-LEAD or log on to
www.epa.gov/lead.

Remove all surface contamination by washing
with an appropriate cleaner, rinse thoroughly and
allow to dry. Existing peeled or checked paint
should be scraped and sanded to a sound
surface. Glossy surfaces should be sanded dull.

Stains from water, smoke, ink, pencil, grease,
etc. should be sealed with the appropriate primersealer. Recognize that any surface preparation short of total removal of the old coating may
compromise the service length of the system.

Aluminum and Galvanized Steel:

Wash to remove any oil, grease, or other surface
contamination. All corrosion must be removed
with sandpaper, wire brush, or other abrading
method. On large expanses of metal siding, the
air, surface, and material temperatures must be
50°F or higher.

Cement Composition Siding-Panels:

Remove all dirt, dust, grease, oil, loose particles,
laitance, foreign material, and peeling or
defective coatings. Allow the surface to dry
thoroughly. If the surface is new, test it for pH, if
the pH is higher than 9, prime with Loxon
Concrete & Masonry Primer. After power
washing, previously painted masonry may still
have a powdery surface that should be sealed
with Loxon Conditioner.

Caulking:

Gaps between windows, doors, trim, and other
through-wall openings can be filled with the
appropriate caulk after priming the surface.

Masonry, Concrete, Cement, Block:

All new surfaces must be cured according to the
supplier’s recommendations – usually about 30
days. Remove all form release and curing agents.

Rough surfaces can be filled to provide a smooth
surface. If painting cannot wait 30 days, allow the
surface to cure 7 days and prime the surface with
Loxon Concrete & Masonry Primer. Cracks,
voids, and other holes should be repaired with an
elastomeric patch or sealant. Concrete masonry
units (CMU) - Surface should be thoroughly clean
and dry. Air, material and surface temperatures
must be at least 50°F (10°C) before filling. Use
Loxon Acrylic Block Surfacer. The filler must be
thoroughly dry before topcoating.

Previously Painted Surfaces:

Spot prime bare areas, wait 4 hours, and paint
the entire surface. Some specific surfaces require
specialized treatment.

SURFACE PREPARATION
Mildew:

Prior to attempting to remove mildew, it is always
recommended to test any cleaner on a small,
inconspicuous area prior to use. Bleach and
bleaching type cleaners may damage or discolor
existing paint films. Bleach alternative cleaning
solutions may be advised. Mildew may be
removed before painting by washing with a
solution of 1 part liquid bleach and 3 parts clean
water. Apply the solution and scrub the mildewed
area. Allow the solution to remain on the surface
for 10 minutes. Rinse thoroughly with clean water
and allow the surface to dry before painting. Wear
protective eyewear, waterproof gloves, and
protective clothing. Quickly wash off any of the
mixture that comes in contact with your skin. Do
not add detergents or ammonia to the bleachwater solution.

Wood:

Sand any exposed wood to a fresh surface. Patch
all holes and imperfections with a wood filler or
putty and sand smooth. All patched areas must
be primed.

Steel:

Rust and mill scale must be removed using
sandpaper, wire brush, or other abrading method.

Bare steel must be primed the same day as
cleaned.

Stucco:

Remove any loose stucco, efflorescence, or
laitance. Allow new stucco to cure at least 30
days before painting. If painting cannot wait 30
days, allow the surface to dry 7 days and prime
with Loxon Concrete & Masonry Primer. Repair
cracks, voids, and other holes with an
elastomeric patch or sealant.
*Vinyl or other PVC Building Products:

Clean the surface thoroughly by scrubbing with
warm, soapy water. Rinse thoroughly, if needed
prime with appropriate white primer. Do not paint
vinyl with any color darker than the original color
or having a Light Reflective Value (LRV) of less
than 56 unless VinylSafe® Colors are used. If
VinylSafe colors are not used the vinyl may warp.

Follow all painting guidelines of the vinyl
manufacturer when painting. Only paint properly
installed vinyl siding. Deviating from the
manufacturer’s painting guidelines may cause
the warranty to be voided.

CAUTIONS
For exterior use only.

Protect from freezing.

Non-Photochemically reactive.

Before using, carefully read CAUTIONS on
label.

CRYSTALLINE SILICA, ZINC:

Use only with adequate ventilation. To avoid
overexposure, open windows and doors or use
other means to ensure fresh air entry during
application and drying. If you experience eye
watering, headaches, or dizziness, increase
fresh air, or wear respiratory protection (NIOSH
approved) or leave the area.

Adequate ventilation required when sanding or
abrading the dried film. If adequate ventilation
cannot be provided wear an approved particulate
respirator (NIOSH approved). Follow respirator
manufacturer's directions for respirator use.

Avoid contact with eyes and skin. Wash hands
after using. Keep container closed when not in
use. Do not transfer contents to other containers
for storage. FIRST AID: In case of eye contact,
flush thoroughly with large amounts of water. Get
medical attention if irritation persists. If
swallowed, call Poison Control Center, hospital
emergency room, or physician immediately.

WARNING: This product contains chemicals
known to the State of California to cause cancer
and birth defects or other reproductive harm. DO
NOT TAKE INTERNALLY. KEEP OUT OF THE
REACH OF CHILDREN.

HOTW 09/22/2022 K60W00651 05 39

FRC, SP

CLEANUP INFORMATION
Clean spills, spatters, hands and tools
immediately after use with soap and warm clean
water. After cleaning, flush spray equipment with
compliant cleanup solvent to prevent rusting of
the equipment. Follow manufacturer’s safety
recommendations when using solvents.

113.12SGA
Pro Industrial™
Waterbased Alkyd Urethane Enamel Semi-Gloss
B53–5150 Series
04/2025 www.sherwin-williams.com continued on back

CHARACTERISTICS
Pro Industrial Waterbased Alkyd Urethane
Enamel is a premium quality interior-exterior
enamel formulated with a urethane modified
alkyd resin system for high performance. It
provides beauty and durability when applied to
interior-exterior surfaces such as properly
prepared drywall, wood, masonry, and metal. It
brings together the convenience and ease of use
of a waterborne coating with the performance and
coating characteristics of a traditional oil-based
enamel.
• Excellent washability, flow and leveling
• Excellent touch up
• Easy application & cleanup
• Resistant to yellowing compared to
traditional alkyds
• Suitable for use in USDA inspected
facilities
For use on properly prepared: Steel,
Galvanized & Aluminum, Drywall, Concrete and
Masonry, and Wood.

Finish: 50-70 units @ 60°
Color: Most Colors
Recommended Spreading Rate per coat:

Wet mils: 4.0-5.0
Dry mils: 1.3-1.7
Coverage: 320-407 sq. ft. per gallon
Theoretical Coverage: 529 sq. ft. per gallon
@ 1 mil dry
Approximate spreading rates are calculated on volume
solids and do not include any application loss.

Note: Brush or roll application may require multiple coats to achieve maximum film thickness and uniformity of
appearance.

Drying Schedule @ 4.0 mils wet, @ 50% RH:

Drying and recoat times are temperature, humidity, and
film thickness dependent.
@77°F
To touch 1-2 hours
To recoat 4 hours
Tinting with CCE only:

Base oz. per gallon Strength
Extra White 0-6 SherColor
Deep Base 4-12 SherColor
Ultradeep Base 10-14 SherColor
Extra White B53W05151
(may vary by color)
V.O.C. (less exempt solvents):
less than 50 grams per litre; 0.42 lbs. per gallon
As per 40 CFR 59.406
Volume Solids: 33 ±2%
Weight Solids: 48 ±2%
Weight per Gallon: 10.64 lbs
Flash Point: N.A.

Vehicle Type: Urethane Modified Alkyd
Shelf Life: 36 months, unopened

COMPLIANCE
As of 04/01/2025, Complies with:

OTC Yes
OTC Phase II Yes
S.C.A.Q.M.D. Yes
CARB Yes
CARB SCM 2007 Yes
CARB SCM 2020 Yes
Canada Yes
LEED® v4 & v4.1 Emissions No
LEED® v4 & v4.1 V.O.C. Yes
EPD-NSF® Certified Yes
MIR-Manufacturer Inventory No
MPI® #169

APPLICATION
Temperature:
minimum 50°F / 10°C
maximum 100°F / 37.8°C
air, surface and material
At least 5°F above dew point
Relative humidity: 85% maximum
The following is a guide. Changes in pressures and tip
sizes may be needed for proper spray characteristics.

Always purge spray equipment before use with listed
reducer. Any reduction must be compatible with the
existing environmental and application conditions.

Reducer: Water
Airless Spray:

Pressure 2000 p.s.i.

Hose ¼ inch I.D.

Tip .013-.017 inch
Filter 60 mesh
Reduction: Not recommended
Brush: Use a nylon-polyester brush such as
Purdy® Syntox®.

Roller Cover: Use a 1/4-1/2 inch woven cover
such as Purdy® White Dove™.

If specific application equipment is listed above,
equivalent equipment may be substituted.

Apply paint at the recommended film thickness
and spreading rate as indicated. Application of
coating above maximum or below minimum
recommended spreading rate may adversely
affect coating performance.

No painting should be done immediately after a
rain or during foggy weather.

When using spray equipment, use a 50% overlap
with each pass of the gun to avoid holidays, bare
areas, and pinholes. Apply coating evenly while
maintaining a wet edge to prevent lapping.

SPECIFICATIONS
Steel:
1 coat Pro Industrial Pro-Cryl Primer
2 coats Pro Industrial Waterbased Alkyd Urethane
Aluminum & Galvanizing:
1 coat Pro Industrial Pro-Cryl Primer
2 coats Pro Industrial Waterbased Alkyd Urethane
Concrete Block (CMU):
1 coat Pro Industrial Heavy Duty Block Filler
or Loxon Acrylic Block Surfacer
2 coats Pro Industrial Waterbased Alkyd Urethane
Concrete-Masonry:
1 coat Loxon Concrete & Masonry Primer
or 1 coat Loxon Conditioner
2 coats Pro Industrial Waterbased Alkyd Urethane
Drywall:
1 coat ProMar 200 Zero V.O.C. Primer
2 coats Pro Industrial Waterbased Alkyd Urethane
Wood, exterior:
1 coat Exterior Wood Primer
2 coats Pro Industrial Waterbased Alkyd Urethane
Wood, interior:
1 coat Premium Wall & Wood Primer
2 coats Pro Industrial Waterbased Alkyd Urethane
The systems listed above are representative of the
product’s use, other systems may be appropriate.

Pro Industrial™
Waterbased Alkyd Urethane Enamel Semi-Gloss
The information and recommendations set forth in this Product Data Sheet are based upon tests conducted by or on behalf of The Sherwin-Williams Company. Such information and recommendations set forth herein are subject to change and pertain to the product offered at the time of publication. Consult your Sherwin-Williams representative or visit www.paintdocs.com to obtain the most current version of the PDS and/or an SDS

SURFACE PREPARATION
WARNING! If you scrape, sand or remove old paint,
you may release lead dust. LEAD IS TOXIC.

EXPOSURE TO LEAD DUST CAN CAUSE

SERIOUS ILLNESS, SUCH AS BRAIN DAMAGE,
ESPECIALLY IN CHILDREN. PREGNANT WOMEN
SHOULD ALSO AVOID EXPOSURE. Wear a
NIOSH-approved respirator to control lead
exposure. Clean up carefully with a HEPA vacuum
and a wet mop. Before you start, find out how to
protect yourself and your family by contacting the
National Lead Information Hotline at 1-800-424-
LEAD or log on to www.epa.gov/lead.

Do not use hydrocarbon solvents for cleaning.

Remove all surface contamination by washing with an
appropriate cleaner, rinse thoroughly and allow to dry.

Existing peeled or checked paint should be scraped
and sanded to a sound surface. Glossy surfaces
should be sanded dull. Stains from water, smoke, ink,
pencil, grease, etc. should be sealed with the
appropriate primer-sealer. Recognize that any surface
preparation short of total removal of the old coating
may compromise the service length of the system.

Iron & Steel - Minimum surface preparation is Hand
Tool Clean per SSPC-SP2. Remove all oil and grease
from surface per SSPC-SP1. For better performance,
use Commercial Blast Cleaning per SSPC-SP6.

Primer recommended for best performance.

Aluminum - Remove all oil, grease, dirt, oxide, and
other foreign material per SSPC-SP1. Prime the area
the same day as cleaned.

Galvanizing - Allow to weather a minimum of six
months prior to coating. Solvent Clean per SSPCSP1. When weathering is not possible, or the surface has been treated with chromates or silicates, first
Solvent Clean per SSPC-SP1 and apply a test patch.

Allow paint to dry at least one week before testing
adhesion. If adhesion is poor, brush blasting per
SSPC-SP16 is necessary to remove these
treatments. Rusty galvanizing requires a minimum of
Hand Tool Cleaning per SSPC-SP2. Prime the area
the same day as cleaned.

Concrete Block - Surface should be thoroughly clean
and dry. Air, material, and surface temperatures must
be at least 55°F (13°C) before filling. Use Pro Industrial Heavy Duty Block Filler or Loxon Acrylic Block
Surfacer. The filler must be thoroughly dry before
topcoating.

Masonry – All masonry must be free of dirt, oil, grease, loose paint, mortar, masonry dust, etc. Clean per SSPCSP13/Nace 6/ ICRI No. 310.2R, CSP 1-3. Poured, troweled, or tilt-up concrete, plaster, mortar, etc. must be thoroughly cured at least 30 days at 75°F. Form
release compounds and curing membranes must be
removed by brush blasting. Brick must be allowed to
weather for one year prior to surface preparation and
painting. Prime the area the same day as cleaned.

Weathered masonry and soft or porous cement board
must be brush blasted or power tool cleaned to remove
loosely adhering contamination and to get to a hard, firm surface. Apply one coat Loxon Conditioner, following
label recommendations.

Wood - Surface must be clean, dry, and sound. Prime
with recommended primer. No painting should be done
immediately after a rain or during foggy weather. Knots and pitch streaks must be scraped, sanded and spot
primed before full coat of primer is applied. All nail holes or small openings must be properly caulked.

SURFACE PREPARATION
Previously Painted Surface - If in sound condition,
clean the surface of all foreign material. Smooth, hard or glossy coatings and surfaces should be dulled by
abrading the surface. Apply a test area, allowing paint to dry one week before testing adhesion. If adhesion is poor, additional abrasion of the surface and/or removal of the previous coating may be necessary. Retest
surface for adhesion. If paint is peeling or badly
weathered, clean surface to sound substrate and treat
as a new surface as above. Recognize that any surface
preparation short of total removal of the old coating
may compromise the service length of the system.

Mildew - Clean mildew from the Surface: Mildew is a
fungus that looks like dirt but won’t wash off. Mildew
must be removed before painting, or it will grow
through any new coat of paint. To remove mildew or
suspected mildew, scrub surface before painting
with a commercial mildew remover following
manufacturer’s safety instructions.

PERFORMANCE
System Tested: (unless otherwise indicated)
Substrate: Steel
Surface Preparation SSPC-SP10
Finish:Pro Industrial Waterbased Alkyd Urethane
@5.0 W.F.T.

Adhesion:

Method: ASTM D3359 method B
Result: 4B
Pencil Hardness:

Method: ASTM D3363
Result: 4H
Flexibility:

Method: ASTM D522, 180° bend, 1/8 inch mandrel
Result: Pass
Dry Heat Resistance:

Method: ASTM D2485
Result: 200°F
Block Resistance:

Method: Lab assessment
Result: Excellent
Resistance Yellowing:

Method: Lab assessment
Result: Excellent
No painting should be done immediately after a rain
or during foggy weather.

Do not paint on wet surfaces.

Check adhesion by applying a test strip to determine
the readiness for painting.

SAFETY PRECAUTIONS
Before using, carefully read CAUTIONS on label.

Refer to the Safety Data Sheets (SDS) before
use.

FOR PROFESSIONAL USE ONLY.

Published technical data and instructions are
subject to change without notice. Contact your
Sherwin-Williams representative for additional
technical data and instructions.

CLEANUP INFORMATION
Clean spills, spatters, hands, and tools
immediately after use with soap and warm clean
water. After cleaning, flush spray equipment with
compliant cleanup solvent to prevent rusting of
the equipment. Follow manufacturer’s safety
recommendations when using solvents.

Danger: Rags, steel wool, other waste soaked
with this product, and sanding residue may
spontaneously catch fire if improperly discarded.

Immediately place rags, steel wool, other waste
soaked with this product, and sanding residue in
a sealed, water-filled, metal container. Dispose of
in accordance with local fire regulation.

HOTW 04/01/2025 B53W05151 06 28

FRC, SP

Product Submittal
COE Park Facility

CITY OF HANFORD
Presented By:

Sincerely,
Martin Trevizo
Sherwin-Williams
Sales Representative
SALES- Sales Representative PC MultiSegment
+1 (559) 647-0466
[email protected]

SHERWIN-WILLIAMS
222 W 7TH ST
HANFORD, CA 93230 4524
(559) 589-6455
March 09, 2026

Product Submittal
Project: COE Park Facility
456 S Douty St, Hanford, CA, 93230
Customer: CITY OF HANFORD
315 N DOUTY ST, ATTN ACCOUNTS PAYABLE, HANFORD, CA,
932303903
1

CITY OF HANFORD
COE Park Facility
March 09, 2026
Dear Randy Shaw:

Thank you for considering Sherwin-Williams products for the COE Park Facility project. Included in this package is the Sherwin-Williams submittal for the above referenced project.

Should you require assistance or have any questions or concerns, please contact me at +1 (559) 647-0466 or e-mail me at
[email protected].

Sincerely,
Martin Trevizo
Sherwin-Williams
Sales Representative
SALES- Sales Representative PC Multi- Segment
+1 (559) 647-0466
[email protected]

SHERWIN-WILLIAMS
222 W 7TH ST, HANFORD, CA 93230 4524
2

Exterior Finishes
Stucco
Prime Coat: B51W00620 - PrepRite® ProBlock® Interior/Exterior Latex Primer/Sealer White - Secondary Location: Walls
2 Coats: K60W00651 - LATITUDE EXT FL EW
- Secondary Location: Walls
Wood - Exterior
Prime Coat: B51W00620 - PrepRite® ProBlock® Interior/Exterior Latex Primer/Sealer White - Secondary Location: Trim
2 Coats: K62W00651 - LATITUDE EXT SA EW
- Secondary Location: Trim
Previously Coated Metal
2 Coats: B53W05151 - PI WB ALK UR SG EW
Primer: B51W00620 - PrepRite® ProBlock® Interior/Exterior Latex Primer/Sealer White

CITY OF HANFORD
COE Park Facility
March 09, 2026

Specification
COE Park Facility
Reference Pages

Data Pages

108.04B
ProBlock® Premium (Formerly PrepRite® ProBlock®)
All-Purpose Water-Based Interior-Exterior Primer
B51-620 Series
11/2025 www.sherwin-williams.com continued on back

CHARACTERISTICS
ProBlock® Premium All-Purpose Water-Based
Interior-Exterior Primer:
• Assures uniform appearance of topcoats
• Fast Dry
• Apply at temperatures down to 35°F
• Assures adhesion of the topcoat to slick, glossy
surfaces
• Seals out solvent sensitive stains – tar, solvent
based markers, etc.
• Seals minor dried water stains and tannin
• Provides easy “slip” for positioning wallpaper
Use on interior:
• Ceiling Tiles • Paneling • Wall Laminate
• Cured Plaster • Drywall • Varnished Woodwork
• Kitchen Cabinets Ceramic • Wall Tile
• Under Wallcovering
Use on Interior and Exterior:
• Wood • Aluminum • Galvanized Metal
• Previously Painted Surfaces • PVC Piping
• Drywall • Concrete and Masonry • Many Plastics
• Glossy Surfaces • Fiberglass • Copper
• Glazed Block
Color: White & Deep Base
For best color development, use the recommended “p”-
shade primer. Check color before use.

Coverage: 400 sq. ft. per gallon
@ 4 mils wet;1.4 mils dry
Drying Time, @ 77° F, 50% RH:

Touch: 30 minutes
Recoat as a primer: 1 hour
Recoat as a stain sealer: 4 hours
Recoat to apply wallcovering: 2 hours
Drying and recoat times are temperature, humidity, and
film thickness dependent.

Finish: 5-10 units @ 85°
Tinting with CCE Only:

Base oz. per gallon Strength
White 0-4 SherColor
Deep Base 4-12 SherColor
White B51W00620
(may vary by color)
V.O.C. (less exempt solvents):

Less than 50 grams per litre; 0.42 lbs. per gallon
As per 40 CFR 59.406
Volume Solids: 35 ±2%
Weight Solids: 52 ±2%
Weight per Gallon: 10.89 lbs
Flash Point: N.A.

Vehicle Type: Styrenated Acrylic Latex
Shelf Life: 36 months, unopened
Anti-microbial – This product contains agents
which inhibit the growth of microbes on the
surface of this paint film.

COMPLIANCE
As of 11/17/2025, Complies with:

OTC Yes
OTC Phase II Yes
S.C.A.Q.M.D. Yes
CARB Yes
CARB SCM 2007 Yes
CARB SCM 2020 Yes
Canada Yes
LEED® v4 & v4.1 Emissions Yes
LEED® v4 & v4.1 V.O.C. Yes
EPD-NSF® Certified Yes
MIR-Manufacturer Inventory Yes
MPI® #3, 3 X-Green™, 6, 17, 17 X-Green™,
39, 134, 134 X-Green™

APPLICATION
When the air temperature is at 35°F, substrates
may be colder; prior to painting, check to be sure
the air, surface and material temperature is
above 35°F and at least 5°F above the dew point.

Avoid using if rain or snow is expected within 2-3
hours. Air and surface temperatures must not
drop below 35°F for 48 hours after application.

Do not reduce for stain blocking.

Brush:

Use a nylon-polyester brush such as Purdy®
XL®.

Roller:

Use a 3/8 inch nap soft woven cover such as
Contractor Series® Soft Woven.

For specific brushes and rollers, please refer to
our Brush and Roller Guide on sherwinwilliams.com
Spray - Airless:

Pressure 2000 p.s.i.

Tip .015-.021 inch

APPLICATION TIPS
For best topcoat color development, use a
recommended “P”-shade primer. Check color
before use.

When spot priming on some surfaces, a nonuniform appearance of the final coat may result, due to differences in holdout between primed and
unprimed areas. To avoid this, prime the entire
surface rather than spot priming.

For optimal performance, this primer must be
topcoated with a latex, alkyd-oil, water-based
epoxy, or solvent based epoxy coating on
architectural applications.

For exterior exposure, this primer must be
topcoated within 14 days with architectural latex
or oil finishes.

General Priming: ProBlock Premium Primer can
be topcoated in 1 hour in non-stain blocking
applications.

SPECIFICATIONS
1 coat ProBlock Premium Primer
2 coats appropriate topcoat
Recommended Architectural Topcoats:

All Surface Enamels
A-100® Exterior Latex
Duration® Exterior & Duration Home® Interior
Emerald® Exterior & Interior
Emerald® Urethan Trim Enamel
SuperPaint® Exterior & Interior
ProClassic® Interior Enamels
ProMar® Interior
Recommended Pro Industrial™ Topcoats:

Pro Industrial™ Acrylic Coating
Pro Industrial™ Pre-Cat Epoxy
Pro Industrial™ Pre-Cat Urethane
Pro Industrial™ Waterbased Catalyzed Epoxy
Other topcoats may be appropriate.

ProBlock® Premium (Formerly PrepRite® ProBlock®)
All-Purpose Water-Based Interior-Exterior Primer
The information and recommendations set forth in this Product Data Sheet are based upon tests conducted by or on behalf of The Sherwin-Williams Company. Such information and recommendations set forth herein are subject to change and pertain to the product offered at the time of publication. Consult your Sherwin-Williams representative or visit www.paintdocs.com to obtain the most current version of the PDS and/or an SDS

SURFACE PREPARATION
WARNING! If you scrape, sand or remove old
paint, you may release lead dust. LEAD IS
TOXIC. EXPOSURE TO LEAD DUST CAN

CAUSE SERIOUS ILLNESS, SUCH AS BRAIN
DAMAGE, ESPECIALLY IN CHILDREN.

PREGNANT WOMEN SHOULD ALSO AVOID
EXPOSURE. Wear a NIOSH-approved respirator
to control lead exposure. Clean up carefully with
a HEPA vacuum and a wet mop. Before you start,
find out how to protect yourself and your family by
contacting the National Lead Information Hotline
at 1-800-424-LEAD or log on to
www.epa.gov/lead.

Remove all surface contamination by washing
with an appropriate cleaner, rinse thoroughly and
allow to dry. Scrape and sand peeled or checked
paint to a sound surface. Sand Glossy surfaces
dull. Recognize that any surface preparation
short of total removal of the old coating may
compromise the service length of the system.

Special recommendations:

After priming stained surfaces, allow to dry 4
hours, test a small area for bleeding by applying
the topcoat before painting the entire project. If
the stain bleeds through, apply a second coast of
primer, and allow to dry overnight and retest
before topcoating. For a complete primer outside,
use appropriate exterior primers.

Caulking:

Fill gaps between walls, ceiling, crown moldings,
and other with the appropriate caulk after priming
the surface.

Drywall:

Fill cracks and nail holes with patching pastespackle and sand smooth. Joint compounds must be cured and sanded smooth. Remove all
sanding dust.

Fire restoration work:

Thoroughly clean the surface before applying to
smoke-stained areas. Apply one or two coats of
ProBlock Premium Primer and test a small area
for bleeding before painting the entire surface.

Testing:

Always check for compatibility and adhesion to
the surface by applying a test patch of 2-3 square
feet. Allow to dry thoroughly for 1 week before
checking adhesion.

Tile:

Laminate, ceramic, and plastic tiles, and similar
glossy surfaces, must be free of all oil, grease,
and soap residue. Do not use this product in
areas subject to excessive water, e.g.: in
showers, around sinks, on counter tops.

On hard, sick, glossy or otherwise hard to paint
surfaces, after preparing the surface, apply a test
area of this primer, allow to dry properly and test
for adhesion.

SURFACE PREPARATION
Mildew:

Clean mildew from the Surface: Mildew is a
fungus that looks like dirt but won’t wash off.

Mildew must be removed before painting, or it will
grow through any new coat of paint. To remove
mildew or suspected mildew, scrub surface
before painting with a commercial mildew
remover following manufacturer’s safety
instructions.

Plaster:

Bare plaster must be cured, usually 30 days, and
hard. If panting cannot wait, allow the surface to
dry 7 days and prime with Loxon Concrete and
Masonry Primer. Soft, porous, or powdery plaster
should be treated with a solution of 1 pint
household vinegar to 1 gallon of clean water.

Repeat until the surface is hard, rinse with clear
water and allow to dry.

When used as a primer under wallcovering:

After the wallcovering has been applied and the
adhesive has dried and cured, wait at least 21
days before removing the wallcovering to avoid
damage to the drywall.

Wood Exterior:

Sand any exposed, weathered wood to a fresh
surface. Replace any deteriorated wood. On
woods that present potential tannin bleeding,
such as redwood and cedar, ProBlock Premium
Primer can be used. Care must be taken to
determine if tannins will be activated by the water
in the coating. To test for bleeding, coat a 4 foot
by 4 foot section with the primer. If no bleeding is
evident within 4 hours, proceed with complete
priming. If bleeding occurs, use Exterior OilBased Wood Primer.

For a complete whole house primer outside, use
Exterior Latex Wood Primer or Exterior Oil-Based
Wood Primer.

CAUTIONS
Protect from freezing.

Non-Photochemically reactive.

Before using, carefully read CAUTIONS on
label.

CRYSTALLINE SILICA Use only with adequate
ventilation. To avoid overexposure, open windows and
doors or use other means to ensure fresh air entry during application and drying. If you experience eye watering, headaches, or dizziness, increase fresh air, or wear
respiratory protection (NIOSH approved) or leave the
area. Adequate ventilation required when sanding or
abrading the dried film. If adequate ventilation cannot be provided wear an approved particulate respirator
(NIOSH approved). Follow respirator manufacturer's
directions for respirator use. Avoid contact with eyes and skin. Wash hands after using. Keep container closed
when not in use. Do not transfer contents to other
containers for storage. FIRST AID: In case of eye
contact, flush thoroughly with large amounts of water.

Get medical attention if irritation persists. If swallowed, call Poison Control Center, hospital emergency room, or physician immediately. DELAYED EFFECTS FROM
LONG TERM OVEREXPOSURE. Abrading or sanding
of the dry film may release crystalline silica which has been shown to cause lung damage and cancer under
long term exposure. WARNING: This product contains
chemicals known to the State of California to cause
cancer and birth defects or other reproductive harm. DO NOT TAKE INTERNALLY. KEEP OUT OF THE
REACH OF CHILDREN.

HOTW 11/17/2025 B51W00620 52 00
SP

CLEANUP INFORMATION
Clean spills, spatters, hands and tools
immediately after use with soap and clean warm
water. After cleaning, flush spray equipment with
compliant cleanup solvent to prevent rusting of
the equipment. Follow manufacturer’s safety
recommendations when using solvents.

102.61
Latitude™
Exterior Acrylic Flat
K60-650 Series
9/2022 www.sherwin-williams.com continued on back

CHARACTERISTICS
Latitude™ Exterior Acrylic Flat gives painters
more flexibility in their schedules and extends the
painting season. Latitude is formulated with
ClimateFlex Technology™, providing
exceptional early moisture resistance and
smooth application and appearance at extreme
temperatures (application at 35°F-120°F (1.7°C
- 48.8°C) air, surface and material temperatures)
and is resistant to early dirt pick up.

Latitude provides outstanding performance on
properly prepared aluminum and vinyl siding,
wood siding, clapboard, shakes, shingles,
plywood, masonry, and metal.

Key Attributes and Benefits:

ClimateFlex Technology™
Excellent application, flow and leveling
Great dirt pick up resistance
VinylSafe™ paint colors allow you the freedom
to choose from 100 color options, including a
limited selection of darker colors formulated to
resist warping and buckling when applied to a
sound, stable vinyl substrate.

Color: Most Colors
Coverage: 350-400 sq. ft. per gallon
@ 4 mils wet, 1.4 mils dry
Drying Time, @ 50% RH:
@35-45°F @45°F+
Touch: 2 Hours 2 Hours
Recoat: 24-48 hours 4 Hours
Drying and recoat times are temperature, humidity, and
film thickness dependent.

Finish: 0-5 units @ 85°
Tinting with CCE only:

Base: oz. per Strength
gallon
Extra White* 0-7 SherColor
Super White DO NOT TINT
Deep Base 4-12 SherColor
Ultradeep Base 10-12 SherColor
Light Yellow 0-10 SherColor
Vivid Yellow 0-10 SherColor
Real Red* 0-10 SherColor
*Extra White and Real Red bases may be used without
the addition of CCE tint.

Extra White K60W00651
(may vary by color)
V.O.C.(less exempt solvents):

Less than 50 grams per litre; 0.42 lbs. per gallon
As per 40 CFR 59.406
Volume Solids: 34 ±2%
Weight Solids: 51 ±2%
Weight per Gallon: 11.25 lbs
Flash Point: N.A.

Vehicle Type: 100% Acrylic
Shelf Life: 36 months, unopened
WVP Perms (US) 30.84 grains/(hr ft2 in Hg)
Mildew Resistant
This coating contains agents which inhibit the
growth of mildew on the surface of this coating
film.

COMPLIANCE
As of 09/22/2022, Complies with :

OTC Yes
OTC Phase II Yes
S.C.A.Q.M.D. Yes
CARB Yes
CARB SCM 2007 Yes
CARB SCM 2020 Yes
Canada Yes
LEED® v4 & v4.1 Emissions N/A
LEED® v4 & v4.1 V.O.C. Yes
EPD-NSF® Certified No
MIR-Manufacturer Inventory No
MPI® Yes

APPLICATION
When the air temperature is at 35°F (1.7°C),
substrates may be colder; prior to painting, check
to be sure the air, surface, and material
temperature are above 35°F (1.7°C) and at least
5°F above the dew point. Avoid using if rain or
snow is expected within 30 minutes.

Do not apply at air or surface temperatures below
35°F (1.7°C) or when air or surface temperatures
may drop below 35°F (1.7°C) within 48 hours.

No reduction needed.

Brush:

Use a nylon-polyester brush.

Roller:

Use a high quality 3/8-3/4 inch nap synthetic
roller cover.

For specific brushes and rollers, please refer
to our Brush and Roller Guide on sherwinwilliams.com
Spray - Airless:

Pressure ...............................2000 p.s.i.

Tip ..................................0 15-.019 inch

APPLICATION TIPS
Make sure product is completely agitated
(mechanically or manually) before use.

Thoroughly follow the recommended surface
preparations. Most coating failures are due to
inadequate surface preparation or application.

Thorough surface preparation will help provide
long term protection with Latitude coating.

SPECIFICATIONS
Latitude can be self-priming when used directly
over existing coatings, or exterior bare drywall,
plaster and masonry (with a cured pH of less than
9). The first coat acts like a coat of primer and
the second coat provides the final appearance
and performance. Please note that some specific
surfaces require specialized treatment.

Use on these properly prepared surfaces:

Aluminum & Aluminum Siding1,
Galvanized Steel1
:
2 coats Latitude Exterior Acrylic
Concrete Block, CMU, Split face Block:
1 coat Loxon Acrylic Block Surfacer
2 coats Latitude Exterior Acrylic
Brick, Stucco, Cement, Concrete:
1 coat Loxon Concrete & Masonry Primer
(if needed)
or
Loxon Conditioner (if needed)
2 coats Latitude Exterior Acrylic
Cement Composition Siding/Panels:
1 coat Loxon Concrete & Masonry Primer
(if needed)
or
Loxon Conditioner (if needed)
2 coats Latitude Exterior Acrylic
Plywood:
1 coat Exterior Latex Primer
2 coats Latitude Exterior Acrylic
*Vinyl Siding:
2 coats Latitude Exterior Acrylic
Wood (Cedar, Redwood):
1 coat Exterior Oil-Based Wood Primer
2 coats Latitude Exterior Acrylic
Knots and some woods, such as redwood and cedar,
contain a high amount of tannin, a colored wood extract.

For best results on these woods, use a coat of Exterior Oil-Based Wood Primer.

Wood Composition Board - Hardiboard:

Because of the potential for wax bleeding out of
the substrate, apply 1 coat of Exterior Oil-Based
Wood Primer and then topcoat. 1 On large expanses of metal siding, the air, surface, and material temperatures must be 50°F (10°) or higher.

Standard latex primers cannot be used below 50°F
(10°C) or above 100°F (37.7°C). See specific primer
label for that product’s application limitations.

Other primers may be appropriate.

When repainting involves a drastic color change,
a coat of primer will improve the hiding
performance of the topcoat color.

Latitude™
Exterior Acrylic Flat
The information and recommendations set forth in this Product Data Sheet are based upon tests conducted by or on behalf of The Sherwin-Williams Company. Such information and recommendations set forth herein are subject to change and pertain to the product offered at the time of publication. Consult your Sherwin-Williams representative or visit www.paintdocs.com to obtain the most current version of the PDS and/or an SDS

SURFACE PREPARATION
WARNING! If you scrape, sand or remove old
paint, you may release lead dust. LEAD IS
TOXIC. EXPOSURE TO LEAD DUST CAN

CAUSE SERIOUS ILLNESS, SUCH AS BRAIN
DAMAGE, ESPECIALLY IN CHILDREN.

PREGNANT WOMEN SHOULD ALSO AVOID
EXPOSURE. Wear a NIOSH-approved respirator
to control lead exposure. Clean up carefully with
a HEPA vacuum and a wet mop. Before you start,
find out how to protect yourself and your family by
contacting the National Lead Information Hotline
at 1-800-424-LEAD or log on to
www.epa.gov/lead.

Remove all surface contamination by washing
with an appropriate cleaner, rinse thoroughly and
allow to dry. Existing peeled or checked paint
should be scraped and sanded to a sound
surface. Glossy surfaces should be sanded dull.

Stains from water, smoke, ink, pencil, grease,
etc. should be sealed with the appropriate primersealer. Recognize that any surface preparation short of total removal of the old coating may
compromise the service length of the system.

Aluminum and Galvanized Steel:

Wash to remove any oil, grease, or other surface
contamination. All corrosion must be removed
with sandpaper, wire brush, or other abrading
method. On large expanses of metal siding, the
air, surface, and material temperatures must be
50°F or higher.

Cement Composition Siding-Panels:

Remove all dirt, dust, grease, oil, loose particles,
laitance, foreign material, and peeling or
defective coatings. Allow the surface to dry
thoroughly. If the surface is new, test it for pH, if
the pH is higher than 9, prime with Loxon
Concrete & Masonry Primer. After power
washing, previously painted masonry may still
have a powdery surface that should be sealed
with Loxon Conditioner.

Caulking:

Gaps between windows, doors, trim, and other
through-wall openings can be filled with the
appropriate caulk after priming the surface.

Masonry, Concrete, Cement, Block:

All new surfaces must be cured according to the
supplier’s recommendations – usually about 30
days. Remove all form release and curing agents.

Rough surfaces can be filled to provide a smooth
surface. If painting cannot wait 30 days, allow the
surface to cure 7 days and prime the surface with
Loxon Concrete & Masonry Primer. Cracks,
voids, and other holes should be repaired with an
elastomeric patch or sealant. Concrete masonry
units (CMU) - Surface should be thoroughly clean
and dry. Air, material and surface temperatures
must be at least 50°F (10°C) before filling. Use
Loxon Acrylic Block Surfacer. The filler must be
thoroughly dry before topcoating.

Previously Painted Surfaces:

Spot prime bare areas, wait 4 hours, and paint
the entire surface. Some specific surfaces require
specialized treatment.

SURFACE PREPARATION
Mildew:

Prior to attempting to remove mildew, it is always
recommended to test any cleaner on a small,
inconspicuous area prior to use. Bleach and
bleaching type cleaners may damage or discolor
existing paint films. Bleach alternative cleaning
solutions may be advised. Mildew may be
removed before painting by washing with a
solution of 1 part liquid bleach and 3 parts clean
water. Apply the solution and scrub the mildewed
area. Allow the solution to remain on the surface
for 10 minutes. Rinse thoroughly with clean water
and allow the surface to dry before painting. Wear
protective eyewear, waterproof gloves, and
protective clothing. Quickly wash off any of the
mixture that comes in contact with your skin. Do
not add detergents or ammonia to the bleachwater solution.

Wood:

Sand any exposed wood to a fresh surface. Patch
all holes and imperfections with a wood filler or
putty and sand smooth. All patched areas must
be primed.

Steel:

Rust and mill scale must be removed using
sandpaper, wire brush, or other abrading method.

Bare steel must be primed the same day as
cleaned.

Stucco:

Remove any loose stucco, efflorescence, or
laitance. Allow new stucco to cure at least 30
days before painting. If painting cannot wait 30
days, allow the surface to dry 7 days and prime
with Loxon Concrete & Masonry Primer. Repair
cracks, voids, and other holes with an
elastomeric patch or sealant.
*Vinyl or other PVC Building Products:

Clean the surface thoroughly by scrubbing with
warm, soapy water. Rinse thoroughly, if needed
prime with appropriate white primer. Do not paint
vinyl with any color darker than the original color
or having a Light Reflective Value (LRV) of less
than 56 unless VinylSafe® Colors are used. If
VinylSafe colors are not used the vinyl may warp.

Follow all painting guidelines of the vinyl
manufacturer when painting. Only paint properly
installed vinyl siding. Deviating from the
manufacturer’s painting guidelines may cause
the warranty to be voided.

CAUTIONS
For exterior use only.

Protect from freezing.

Non-Photochemically reactive.

Before using, carefully read CAUTIONS on
label.

CRYSTALLINE SILICA, ZINC:

Use only with adequate ventilation. To avoid
overexposure, open windows and doors or use
other means to ensure fresh air entry during
application and drying. If you experience eye
watering, headaches, or dizziness, increase
fresh air, or wear respiratory protection (NIOSH
approved) or leave the area.

Adequate ventilation required when sanding or
abrading the dried film. If adequate ventilation
cannot be provided wear an approved particulate
respirator (NIOSH approved). Follow respirator
manufacturer's directions for respirator use.

Avoid contact with eyes and skin. Wash hands
after using. Keep container closed when not in
use. Do not transfer contents to other containers
for storage. FIRST AID: In case of eye contact,
flush thoroughly with large amounts of water. Get
medical attention if irritation persists. If
swallowed, call Poison Control Center, hospital
emergency room, or physician immediately.

WARNING: This product contains chemicals
known to the State of California to cause cancer
and birth defects or other reproductive harm. DO
NOT TAKE INTERNALLY. KEEP OUT OF THE
REACH OF CHILDREN.

HOTW 09/22/2022 K60W00651 05 39

FRC, SP

CLEANUP INFORMATION
Clean spills, spatters, hands and tools
immediately after use with soap and warm clean
water. After cleaning, flush spray equipment with
compliant cleanup solvent to prevent rusting of
the equipment. Follow manufacturer’s safety
recommendations when using solvents.

102.62
Latitude™
Exterior Acrylic Satin
K62-650 Series
9/2022 www.sherwin-williams.com continued on back

CHARACTERISTICS
Latitude™ Exterior Acrylic Satin gives painters
more flexibility in their schedules and extends the
painting season. Latitude is formulated with
ClimateFlex Technology™, providing
exceptional early moisture resistance and
smooth application and appearance at extreme
temperatures (application at 35°F-120°F (1.7°C
- 48.8°C) air, surface and material temperatures)
and is resistant to early dirt pick up.

Latitude provides outstanding performance on
properly prepared aluminum and vinyl siding,
wood siding, clapboard, shakes, shingles,
plywood, masonry, and metal.

Key Attributes and Benefits:

ClimateFlex Technology™
Excellent application, flow and leveling
Great dirt pick up resistance
VinylSafe™ paint colors allow you the freedom
to choose from 100 color options, including a
limited selection of darker colors formulated to
resist warping and buckling when applied to a
sound, stable vinyl substrate.

Color: Most Colors
Coverage: 350-400 sq. ft. per gallon
@ 4 mils wet, 1.4 mils dry
Drying Time, @ 50% RH:
@35-45°F @45°F+
Touch: 2 Hours 2 Hours
Recoat: 24-48 hours 4 Hours
Drying and recoat times are temperature, humidity, and
film thickness dependent.

Finish: 10-20 units @ 60°
Tinting with CCE only:

Base: oz. per Strength
gallon
Extra White* 0-7 SherColor
Super White DO NOT TINT
Deep Base 4-12 SherColor
Ultradeep Base 10-12 SherColor
Light Yellow 0-10 SherColor
Vivid Yellow 0-10 SherColor
Real Red* 0-10 SherColor *Extra White and Real Red bases may be used without the addition of CCE tint.

Extra White K62W00651
(may vary by color)
V.O.C.(less exempt solvents):

Less than 50 grams per litre; 0.42 lbs. per gallon
As per 40 CFR 59.406
Volume Solids: 34 ±2%
Weight Solids: 49 ±2%
Weight per Gallon: 10.49 lbs
Flash Point: N.A.

Vehicle Type: 100% Acrylic
Shelf Life: 36 months, unopened
WVP Perms (US) 23.49 grains/(hr ft2 in Hg)
Mildew Resistant
This coating contains agents which inhibit the
growth of mildew on the surface of this coating
film.

COMPLIANCE
As of 09/22/2022, Complies with :

OTC Yes
OTC Phase II Yes
S.C.A.Q.M.D. Yes
CARB Yes
CARB SCM 2007 Yes
CARB SCM 2020 Yes
Canada Yes
LEED® v4 & v4.1 Emissions N/A
LEED® v4 & v4.1 V.O.C. Yes
EPD-NSF® Certified No
MIR-Manufacturer Inventory No
MPI® Yes

APPLICATION
When the air temperature is at 35°F (1.7°C),
substrates may be colder; prior to painting, check
to be sure the air, surface, and material
temperature are above 35°F (1.7°C) and at least
5°F above the dew point. Avoid using if rain or
snow is expected within 30 minutes.

Do not apply at air or surface temperatures below
35°F (1.7°C) or when air or surface temperatures
may drop below 35°F (1.7°C) within 48 hours.

No reduction needed.

Brush:

Use a nylon-polyester brush.

Roller:

Use a high quality 3/8-3/4 inch nap synthetic
roller cover.

For specific brushes and rollers, please refer
to our Brush and Roller Guide on sherwinwilliams.com
Spray - Airless:

Pressure ...............................2000 p.s.i.

Tip ..................................0 15-.019 inch

APPLICATION TIPS
Make sure product is completely agitated
(mechanically or manually) before use.

Thoroughly follow the recommended surface
preparations. Most coating failures are due to
inadequate surface preparation or application.

Thorough surface preparation will help provide
long term protection with Latitude coating.

SPECIFICATIONS
Latitude can be self-priming when used directly
over existing coatings, or exterior bare drywall,
plaster and masonry (with a cured pH of less than
9). The first coat acts like a coat of primer and
the second coat provides the final appearance
and performance. Please note that some specific
surfaces require specialized treatment.

Use on these properly prepared surfaces:

Aluminum & Aluminum Siding1,
Galvanized Steel1
:
2 coats Latitude Exterior Acrylic
Concrete Block, CMU, Split face Block:
1 coat Loxon Acrylic Block Surfacer
2 coats Latitude Exterior Acrylic
Brick, Stucco, Cement, Concrete:
1 coat Loxon Concrete & Masonry Primer
(if needed)
or
Loxon Conditioner (if needed)
2 coats Latitude Exterior Acrylic
Cement Composition Siding/Panels:
1 coat Loxon Concrete & Masonry Primer
(if needed)
or
Loxon Conditioner (if needed)
2 coats Latitude Exterior Acrylic
Plywood:
1 coat Exterior Latex Primer
2 coats Latitude Exterior Acrylic
*Vinyl Siding:
2 coats Latitude Exterior Acrylic
Wood (Cedar, Redwood):
1 coat Exterior Oil-Based Wood Primer
2 coats Latitude Exterior Acrylic
Knots and some woods, such as redwood and cedar,
contain a high amount of tannin, a colored wood extract.

For best results on these woods, use a coat of Exterior Oil-Based Wood Primer.

Wood Composition Board - Hardiboard:

Because of the potential for wax bleeding out of
the substrate, apply 1 coat of Exterior Oil-Based
Wood Primer and then topcoat. 1 On large expanses of metal siding, the air, surface, and material temperatures must be 50°F (10°) or higher.

Standard latex primers cannot be used below 50°F
(10°C) or above 100°F (37.7°C). See specific primer
label for that product’s application limitations.

Other primers may be appropriate.

When repainting involves a drastic color change,
a coat of primer will improve the hiding
performance of the topcoat color.

Latitude™
Exterior Acrylic Satin
The information and recommendations set forth in this Product Data Sheet are based upon tests conducted by or on behalf of The Sherwin-Williams Company. Such information and recommendations set forth herein are subject to change and pertain to the product offered at the time of publication. Consult your Sherwin-Williams representative or visit www.paintdocs.com to obtain the most current version of the PDS and/or an SDS

SURFACE PREPARATION
WARNING! If you scrape, sand or remove old
paint, you may release lead dust. LEAD IS
TOXIC. EXPOSURE TO LEAD DUST CAN

CAUSE SERIOUS ILLNESS, SUCH AS BRAIN
DAMAGE, ESPECIALLY IN CHILDREN.

PREGNANT WOMEN SHOULD ALSO AVOID
EXPOSURE. Wear a NIOSH-approved respirator
to control lead exposure. Clean up carefully with
a HEPA vacuum and a wet mop. Before you start,
find out how to protect yourself and your family by
contacting the National Lead Information Hotline
at 1-800-424-LEAD or log on to
www.epa.gov/lead.

Remove all surface contamination by washing
with an appropriate cleaner, rinse thoroughly and
allow to dry. Existing peeled or checked paint
should be scraped and sanded to a sound
surface. Glossy surfaces should be sanded dull.

Stains from water, smoke, ink, pencil, grease,
etc. should be sealed with the appropriate primersealer. Recognize that any surface preparation short of total removal of the old coating may
compromise the service length of the system.

Aluminum and Galvanized Steel:

Wash to remove any oil, grease, or other surface
contamination. All corrosion must be removed
with sandpaper, wire brush, or other abrading
method. On large expanses of metal siding, the
air, surface, and material temperatures must be
50°F or higher.

Cement Composition Siding-Panels:

Remove all dirt, dust, grease, oil, loose particles,
laitance, foreign material, and peeling or
defective coatings. Allow the surface to dry
thoroughly. If the surface is new, test it for pH, if
the pH is higher than 9, prime with Loxon
Concrete & Masonry Primer. After power
washing, previously painted masonry may still
have a powdery surface that should be sealed
with Loxon Conditioner.

Caulking:

Gaps between windows, doors, trim, and other
through-wall openings can be filled with the
appropriate caulk after priming the surface.

Masonry, Concrete, Cement, Block:

All new surfaces must be cured according to the
supplier’s recommendations – usually about 30
days. Remove all form release and curing agents.

Rough surfaces can be filled to provide a smooth
surface. If painting cannot wait 30 days, allow the
surface to cure 7 days and prime the surface with
Loxon Concrete & Masonry Primer. Cracks,
voids, and other holes should be repaired with an
elastomeric patch or sealant. Concrete masonry
units (CMU) - Surface should be thoroughly clean
and dry. Air, material and surface temperatures
must be at least 50°F (10°C) before filling. Use
Loxon Acrylic Block Surfacer. The filler must be
thoroughly dry before topcoating.

Previously Painted Surfaces:

Spot prime bare areas, wait 4 hours, and paint
the entire surface. Some specific surfaces require
specialized treatment.

SURFACE PREPARATION
Mildew:

Prior to attempting to remove mildew, it is always
recommended to test any cleaner on a small,
inconspicuous area prior to use. Bleach and
bleaching type cleaners may damage or discolor
existing paint films. Bleach alternative cleaning
solutions may be advised. Mildew may be
removed before painting by washing with a
solution of 1 part liquid bleach and 3 parts clean
water. Apply the solution and scrub the mildewed
area. Allow the solution to remain on the surface
for 10 minutes. Rinse thoroughly with clean water
and allow the surface to dry before painting. Wear
protective eyewear, waterproof gloves, and
protective clothing. Quickly wash off any of the
mixture that comes in contact with your skin. Do
not add detergents or ammonia to the bleachwater solution.

Wood:

Sand any exposed wood to a fresh surface. Patch
all holes and imperfections with a wood filler or
putty and sand smooth. All patched areas must
be primed.

Steel:

Rust and mill scale must be removed using
sandpaper, wire brush, or other abrading method.

Bare steel must be primed the same day as
cleaned.

Stucco:

Remove any loose stucco, efflorescence, or
laitance. Allow new stucco to cure at least 30
days before painting. If painting cannot wait 30
days, allow the surface to dry 7 days and prime
with Loxon Concrete & Masonry Primer. Repair
cracks, voids, and other holes with an
elastomeric patch or sealant.
*Vinyl or other PVC Building Products:

Clean the surface thoroughly by scrubbing with
warm, soapy water. Rinse thoroughly, if needed
prime with appropriate white primer. Do not paint
vinyl with any color darker than the original color
or having a Light Reflective Value (LRV) of less
than 56 unless VinylSafe® Colors are used. If
VinylSafe colors are not used the vinyl may warp.

Follow all painting guidelines of the vinyl
manufacturer when painting. Only paint properly
installed vinyl siding. Deviating from the
manufacturer’s painting guidelines may cause
the warranty to be voided.

CAUTIONS
For exterior use only.

Protect from freezing.

Non-Photochemically reactive.

Before using, carefully read CAUTIONS on
label.

ZINC:

Use only with adequate ventilation. To avoid
overexposure, open windows and doors or use
other means to ensure fresh air entry during
application and drying. If you experience eye
watering, headaches, or dizziness, increase
fresh air, or wear respiratory protection (NIOSH
approved) or leave the area.

Avoid contact with eyes and skin. Wash hands
after using. Keep container closed when not in
use. Do not transfer contents to other containers
for storage. FIRST AID: In case of eye contact,
flush thoroughly with large amounts of water. Get
medical attention if irritation persists. If
swallowed, call Poison Control Center, hospital
emergency room, or physician immediately.

WARNING: This product contains chemicals
known to the State of California to cause cancer
and birth defects or other reproductive harm. DO
NOT TAKE INTERNALLY. KEEP OUT OF THE
REACH OF CHILDREN.

HOTW 09/22/2022 K62W00651 04 36

FRC, SP

CLEANUP INFORMATION
Clean spills, spatters, hands and tools
immediately after use with soap and warm clean
water. After cleaning, flush spray equipment with
compliant cleanup solvent to prevent rusting of
the equipment. Follow manufacturer’s safety
recommendations when using solvents.

113.12SGA
Pro Industrial™
Waterbased Alkyd Urethane Enamel Semi-Gloss
B53–5150 Series
04/2025 www.sherwin-williams.com continued on back

CHARACTERISTICS
Pro Industrial Waterbased Alkyd Urethane
Enamel is a premium quality interior-exterior
enamel formulated with a urethane modified
alkyd resin system for high performance. It
provides beauty and durability when applied to
interior-exterior surfaces such as properly
prepared drywall, wood, masonry, and metal. It
brings together the convenience and ease of use
of a waterborne coating with the performance and
coating characteristics of a traditional oil-based
enamel.
• Excellent washability, flow and leveling
• Excellent touch up
• Easy application & cleanup
• Resistant to yellowing compared to
traditional alkyds
• Suitable for use in USDA inspected
facilities
For use on properly prepared: Steel,
Galvanized & Aluminum, Drywall, Concrete and
Masonry, and Wood.

Finish: 50-70 units @ 60°
Color: Most Colors
Recommended Spreading Rate per coat:

Wet mils: 4.0-5.0
Dry mils: 1.3-1.7
Coverage: 320-407 sq. ft. per gallon
Theoretical Coverage: 529 sq. ft. per gallon
@ 1 mil dry
Approximate spreading rates are calculated on volume
solids and do not include any application loss.

Note: Brush or roll application may require multiple coats to achieve maximum film thickness and uniformity of
appearance.

Drying Schedule @ 4.0 mils wet, @ 50% RH:

Drying and recoat times are temperature, humidity, and
film thickness dependent.
@77°F
To touch 1-2 hours
To recoat 4 hours
Tinting with CCE only:

Base oz. per gallon Strength
Extra White 0-6 SherColor
Deep Base 4-12 SherColor
Ultradeep Base 10-14 SherColor
Extra White B53W05151
(may vary by color)
V.O.C. (less exempt solvents):
less than 50 grams per litre; 0.42 lbs. per gallon
As per 40 CFR 59.406
Volume Solids: 33 ±2%
Weight Solids: 48 ±2%
Weight per Gallon: 10.64 lbs
Flash Point: N.A.

Vehicle Type: Urethane Modified Alkyd
Shelf Life: 36 months, unopened

COMPLIANCE
As of 04/01/2025, Complies with:

OTC Yes
OTC Phase II Yes
S.C.A.Q.M.D. Yes
CARB Yes
CARB SCM 2007 Yes
CARB SCM 2020 Yes
Canada Yes
LEED® v4 & v4.1 Emissions No
LEED® v4 & v4.1 V.O.C. Yes
EPD-NSF® Certified Yes
MIR-Manufacturer Inventory No
MPI® #169

APPLICATION
Temperature:
minimum 50°F / 10°C
maximum 100°F / 37.8°C
air, surface and material
At least 5°F above dew point
Relative humidity: 85% maximum
The following is a guide. Changes in pressures and tip
sizes may be needed for proper spray characteristics.

Always purge spray equipment before use with listed
reducer. Any reduction must be compatible with the
existing environmental and application conditions.

Reducer: Water
Airless Spray:

Pressure 2000 p.s.i.

Hose ¼ inch I.D.

Tip .013-.017 inch
Filter 60 mesh
Reduction: Not recommended
Brush: Use a nylon-polyester brush such as
Purdy® Syntox®.

Roller Cover: Use a 1/4-1/2 inch woven cover
such as Purdy® White Dove™.

If specific application equipment is listed above,
equivalent equipment may be substituted.

Apply paint at the recommended film thickness
and spreading rate as indicated. Application of
coating above maximum or below minimum
recommended spreading rate may adversely
affect coating performance.

No painting should be done immediately after a
rain or during foggy weather.

When using spray equipment, use a 50% overlap
with each pass of the gun to avoid holidays, bare
areas, and pinholes. Apply coating evenly while
maintaining a wet edge to prevent lapping.

SPECIFICATIONS
Steel:
1 coat Pro Industrial Pro-Cryl Primer
2 coats Pro Industrial Waterbased Alkyd Urethane
Aluminum & Galvanizing:
1 coat Pro Industrial Pro-Cryl Primer
2 coats Pro Industrial Waterbased Alkyd Urethane
Concrete Block (CMU):
1 coat Pro Industrial Heavy Duty Block Filler
or Loxon Acrylic Block Surfacer
2 coats Pro Industrial Waterbased Alkyd Urethane
Concrete-Masonry:
1 coat Loxon Concrete & Masonry Primer
or 1 coat Loxon Conditioner
2 coats Pro Industrial Waterbased Alkyd Urethane
Drywall:
1 coat ProMar 200 Zero V.O.C. Primer
2 coats Pro Industrial Waterbased Alkyd Urethane
Wood, exterior:
1 coat Exterior Wood Primer
2 coats Pro Industrial Waterbased Alkyd Urethane
Wood, interior:
1 coat Premium Wall & Wood Primer
2 coats Pro Industrial Waterbased Alkyd Urethane
The systems listed above are representative of the
product’s use, other systems may be appropriate.

Pro Industrial™
Waterbased Alkyd Urethane Enamel Semi-Gloss
The information and recommendations set forth in this Product Data Sheet are based upon tests conducted by or on behalf of The Sherwin-Williams Company. Such information and recommendations set forth herein are subject to change and pertain to the product offered at the time of publication. Consult your Sherwin-Williams representative or visit www.paintdocs.com to obtain the most current version of the PDS and/or an SDS

SURFACE PREPARATION
WARNING! If you scrape, sand or remove old paint,
you may release lead dust. LEAD IS TOXIC.

EXPOSURE TO LEAD DUST CAN CAUSE

SERIOUS ILLNESS, SUCH AS BRAIN DAMAGE,
ESPECIALLY IN CHILDREN. PREGNANT WOMEN
SHOULD ALSO AVOID EXPOSURE. Wear a
NIOSH-approved respirator to control lead
exposure. Clean up carefully with a HEPA vacuum
and a wet mop. Before you start, find out how to
protect yourself and your family by contacting the
National Lead Information Hotline at 1-800-424-
LEAD or log on to www.epa.gov/lead.

Do not use hydrocarbon solvents for cleaning.

Remove all surface contamination by washing with an
appropriate cleaner, rinse thoroughly and allow to dry.

Existing peeled or checked paint should be scraped
and sanded to a sound surface. Glossy surfaces
should be sanded dull. Stains from water, smoke, ink,
pencil, grease, etc. should be sealed with the
appropriate primer-sealer. Recognize that any surface
preparation short of total removal of the old coating
may compromise the service length of the system.

Iron & Steel - Minimum surface preparation is Hand
Tool Clean per SSPC-SP2. Remove all oil and grease
from surface per SSPC-SP1. For better performance,
use Commercial Blast Cleaning per SSPC-SP6.

Primer recommended for best performance.

Aluminum - Remove all oil, grease, dirt, oxide, and
other foreign material per SSPC-SP1. Prime the area
the same day as cleaned.

Galvanizing - Allow to weather a minimum of six
months prior to coating. Solvent Clean per SSPCSP1. When weathering is not possible, or the surface has been treated with chromates or silicates, first
Solvent Clean per SSPC-SP1 and apply a test patch.

Allow paint to dry at least one week before testing
adhesion. If adhesion is poor, brush blasting per
SSPC-SP16 is necessary to remove these
treatments. Rusty galvanizing requires a minimum of
Hand Tool Cleaning per SSPC-SP2. Prime the area
the same day as cleaned.

Concrete Block - Surface should be thoroughly clean
and dry. Air, material, and surface temperatures must
be at least 55°F (13°C) before filling. Use Pro Industrial Heavy Duty Block Filler or Loxon Acrylic Block
Surfacer. The filler must be thoroughly dry before
topcoating.

Masonry – All masonry must be free of dirt, oil, grease, loose paint, mortar, masonry dust, etc. Clean per SSPCSP13/Nace 6/ ICRI No. 310.2R, CSP 1-3. Poured, troweled, or tilt-up concrete, plaster, mortar, etc. must be thoroughly cured at least 30 days at 75°F. Form
release compounds and curing membranes must be
removed by brush blasting. Brick must be allowed to
weather for one year prior to surface preparation and
painting. Prime the area the same day as cleaned.

Weathered masonry and soft or porous cement board
must be brush blasted or power tool cleaned to remove
loosely adhering contamination and to get to a hard, firm surface. Apply one coat Loxon Conditioner, following
label recommendations.

Wood - Surface must be clean, dry, and sound. Prime
with recommended primer. No painting should be done
immediately after a rain or during foggy weather. Knots and pitch streaks must be scraped, sanded and spot
primed before full coat of primer is applied. All nail holes or small openings must be properly caulked.

SURFACE PREPARATION
Previously Painted Surface - If in sound condition,
clean the surface of all foreign material. Smooth, hard or glossy coatings and surfaces should be dulled by
abrading the surface. Apply a test area, allowing paint to dry one week before testing adhesion. If adhesion is poor, additional abrasion of the surface and/or removal of the previous coating may be necessary. Retest
surface for adhesion. If paint is peeling or badly
weathered, clean surface to sound substrate and treat
as a new surface as above. Recognize that any surface
preparation short of total removal of the old coating
may compromise the service length of the system.

Mildew - Clean mildew from the Surface: Mildew is a
fungus that looks like dirt but won’t wash off. Mildew
must be removed before painting, or it will grow
through any new coat of paint. To remove mildew or
suspected mildew, scrub surface before painting
with a commercial mildew remover following
manufacturer’s safety instructions.

PERFORMANCE
System Tested: (unless otherwise indicated)
Substrate: Steel
Surface Preparation SSPC-SP10
Finish:Pro Industrial Waterbased Alkyd Urethane
@5.0 W.F.T.

Adhesion:

Method: ASTM D3359 method B
Result: 4B
Pencil Hardness:

Method: ASTM D3363
Result: 4H
Flexibility:

Method: ASTM D522, 180° bend, 1/8 inch mandrel
Result: Pass
Dry Heat Resistance:

Method: ASTM D2485
Result: 200°F
Block Resistance:

Method: Lab assessment
Result: Excellent
Resistance Yellowing:

Method: Lab assessment
Result: Excellent
No painting should be done immediately after a rain
or during foggy weather.

Do not paint on wet surfaces.

Check adhesion by applying a test strip to determine
the readiness for painting.

SAFETY PRECAUTIONS
Before using, carefully read CAUTIONS on label.

Refer to the Safety Data Sheets (SDS) before
use.

FOR PROFESSIONAL USE ONLY.

Published technical data and instructions are
subject to change without notice. Contact your
Sherwin-Williams representative for additional
technical data and instructions.

CLEANUP INFORMATION
Clean spills, spatters, hands, and tools
immediately after use with soap and warm clean
water. After cleaning, flush spray equipment with
compliant cleanup solvent to prevent rusting of
the equipment. Follow manufacturer’s safety
recommendations when using solvents.

Danger: Rags, steel wool, other waste soaked
with this product, and sanding residue may
spontaneously catch fire if improperly discarded.

Immediately place rags, steel wool, other waste
soaked with this product, and sanding residue in
a sealed, water-filled, metal container. Dispose of
in accordance with local fire regulation.

HOTW 04/01/2025 B53W05151 06 28

FRC, SP

Product Submittal
City Hall
Presented By:

Martin Trevizo
SALES- Sales Representative PC MultiSegment
+1 (559) 647-0466
[email protected]

SHERWIN-WILLIAMS
222 W 7TH ST
HANFORD, CA 93230 4524
(559) 589-6455
July 24, 2025

Product Submittal
Project: City Hall
315 N Douty , Hanford, CA, 93230
Dear Randy Shaw:

Thank you for considering Sherwin-Williams products for the City Hall project. Included in this package is the Sherwin-Williams submittal for the above referenced project.

Should you require assistance or have any questions or concerns, please contact me at +1 (559) 647-0466 or e-mail me at
[email protected].

Martin Trevizo
SALES- Sales Representative PC Multi- Segment
+1 (559) 647-0466
[email protected]

SHERWIN-WILLIAMS
222 W 7TH ST, HANFORD, CA 93230 4524
1

Exterior Finishes
Stucco
Primer: LX02W0050 - LXN C&M PRIMER WH
- Location: Body
2 Coats: K60W00651 - LATITUDE EXT FL EW
- Location: Body
Finish: K62W00651 - LATITUDE EXT SA EW
- Location: Trim
Previously Coated Surfaces
2 Coats: B53W05151 - PI WB ALK UR SG EW
- Location: Metal doors

CITY OF HANFORD
City Hall
July 24, 2025

Basic Surface Preparation
Coating performance is directly affected by surface preparation. Coating integrity and service life will be reduced because of improperly prepared surfaces. As high as 80% of all coating failures can be directly attributed to inadequate surface preparation that affects coating adhesion. Proper product selection, surface preparation, and application affect coating performance. Coating integrity and service life will be reduced because of improperly prepared surfaces. Selection and implementation of proper surface preparation ensures coating adhesion to the substrate and prolongs the service life of the coating system.

The majority of paintable surfaces are concrete, ferrous metal, galvanizing, wood and aluminum. They all require protection to keep them from deteriorating in aggressive environments. Selection of the proper method for surface preparation depends on the substrate, the environment, the coating selected, and the expected service life of the coating system. Economics, surface contamination, and the effect on the substrate will also influence the selection of surface preparation methods. Recognize that any surface preparation short of total removal of the old coating may compromise the service length of the system.

Verify the existence of lead based paints on the project. Buildings constructed after 1978 are less likely to contain lead based paints. If lead based paints are suspected on the project, all removal must be done in accordance with the EPA Renovation, Repair and Painting and all applicable state and local regulations. State and local regulations may be more strict than those set under the federal regulations. Verify that Owner has completed a Hazardous Material Assessment Report for the project prior to issuing of Drawings. Concluding that no lead based paints were found on project site, delete paragraph regarding lead based paints.

WARNING! Removal of old paint by sanding, scraping or other means may generate dust or fumes that contain lead. Exposure to lead dust or fumes may cause brain damage or other adverse health effects, especially in children or pregnant women.

Controlling exposure to lead or other hazardous substances requires the use of proper protective equipment, such as a properly fitted respirator (NIOSH approved) and proper containment and cleanup. For more information, call the National Lead Information Center at 1-800-424-LEAD (in US) or contact your local health authority. Removal must be done in accordance with EPA Renovation, Repair and Painting Rule and all related state and local regulations. Care should be taken to follow all state and local regulations which may be more strict than those set under the federal RRP Rule.

No exterior painting should be done immediately after a rain, during foggy weather, when rain is predicted, or when the temperature is below 50°F, unless the products to be used are designed to be used in those environments. _______________
Aluminum – S-W 1: Remove all oil, grease, dirt, oxide and other foreign material by cleaning per SSPC-SP1, Solvent Cleaning.

Block (Cinder and Concrete) – S-W 3: Remove all loose mortar and foreign material. Surface must be free of laitance, concrete dust, dirt, form release agents, moisture curing membranes, loose cement, and hardeners. Concrete and mortar must be cured at least 28 days at 75°F. The pH of the surface should be between 6 and 9. On tilt-up and poured-in-place concrete, commercial detergents and abrasive blasting may be necessary to prepare the surface. Fill bug holes, air pockets, and other voids with a cement patching compound (per ASTMD4261).

Brick – S-W 4: Must be free of dirt, loose and excess mortar, and foreign material. All brick should be allowed to weather for at least one year followed by wire brushing to remove efflorescence. Treat the bare brick with one coat of Loxon Conditioner.

Concrete and Masonry – Concrete, Poured – Exterior or Interior– S-W 5: The preparation of new concrete surfaces is as important as the surface preparation of steel. The following precautions will help assure maximum performance of the coating system and satisfactory coating adhesion:

1. Cure – Concrete must be cured prior to coating. Cured is generally defined as concrete poured and aged at a material temperature of at least 75°F for at least 28 days unless specified products are designed for earlier application.

2. Moisture – Reference ASTM F1869-98 Moisture Test by use of Calcium Chloride or ASTM D4263 Plastic Sheet Method Concrete must be free from moisture as much as possible (it seldom falls below 15%). Vapor pressures, temperature, humidity, differentials, and hydrostatic pressures can cause coatings to prematurely fail. The source of moisture, if present, must be located, and the cause corrected prior to coating.

3. Temperature – Air, surface and material temperatures must be in keeping with requirements for the selected product during and after coating application, until coating is cured.

4. Contamination – Remove all grease, dirt, paint, oil, laitance, efflorescence, loose mortar, and cement by the recommendations listed in the surface preparation section.

5. Surface Condition – Hollow areas, bug holes, voids, honeycombs, fin form marks, and all protrusions or rough edges are to be ground or stoned to provide a continuous surface of suitable texture for proper adhesion of the coating. Imperfections may require filling, as specified, with a recommended Sherwin-Williams product.

6. Concrete Treatment – Hardeners, sealers, form release agents, curing compounds, and other concrete treatments should be removed to ensure adequate coating adhesion and performance.

Methods of Surface Preparation on Concrete per SSPC-SP13/NACE 6 or ICRI 03732 Surface Cleaning Methods:

Vacuum cleaning, air blast cleaning, and water cleaning per ASTM D4258.

Used to remove dirt, loose material, and/or dust from concrete.

Detergent water cleaning and steam cleaning per ASTM D4258.

Used to remove oils and grease from concrete. Prior to abrasive cleaning, and after abrasive cleaning, surfaces should be cleaned by one of the methods described above.

Mechanical Surface Preparation Methods:

Dry abrasive blasting, wet abrasive blasting, vacuum assisted abrasive blasting, and centrifugal shot abrasive blasting per ASTM D4259. Used to remove contaminants, laitance, and weak concrete, to expose subsurface voids, and to produce a sound concrete surface with adequate profile and surface porosity.

High-pressure water cleaning or water jetting per SSPC-SP12-NACE5.

Used to remove contaminants, laitance, and weak concrete, to expose subsurface voids, and to produce a sound concrete surface with adequate profile and surface porosity.

Impact tool methods per ASTM D4259.

Used to remove existing coatings, laitance, and weak concrete. Methods include scarifying, planing, scabbling, and rotary peening. Impact tools may fracture concrete surfaces or cause microcracking requiring surface repair.

Power tool methods per ASTM D4259.

Used to remove existing coatings, laitance, weak concrete, and protrusions in concrete. Methods include circular grinding, sanding, and wire brushing. These methods may not produce the required surface profile to ensure adequate adhesion of subsequent coatings.

Chemical Surface Preparation Methods:

Acid etching per ASTM D4260. Use to remove some surface contaminants, laitance, and weak concrete, and to provide a surface profile on horizontal concrete surfaces. This method requires complete removal of all reaction products and pH testing to ensure neutralization of the acid. Not recommended for vertical surfaces. Etching with hydrochloric acid shall not be used where corrosion of metal in the concrete is likely to occur. Adequate ventilation and safety equipment required.

1. Clean surface per ASTM D4268

2. Wet surface with clean water

3. Etch with 10-15% muriatic acid solution at the rate of 1 gallon per 75 square feet

4. Scrub with stiff brush

5. Allow sufficient time for scrubbing and until bubbling stops

6. If no bubbling occurs, surface is contaminated. Refer to ASTM D4258 or ASTM D4259

7. Rinse surface two or three times. Remove acid/water each time.

8. Surface should a texture similar to medium grit sandpaper.

9. Neutralize surface with a 3% solution of tri-sodium phosphate and flush with clean water.

10. Allow to dry and check for excess moisture.

Cement Composition Siding/Panels – S-W 6: Remove all surface contamination by washing with an appropriate cleaner, rinse thoroughly and allow to dry. Existing peeled or checked paint should be scraped and sanded to a sound surface. Glossy surfaces should be sanded dull. Pressure clean, if needed, with a minimum of 2100 psi pressure to remove all dirt, dust, grease, oil, loose particles, laitance, foreign material, and peeling or defective coatings. Allow the surface to dry thoroughly. If the surface is new, test it for pH, many times the pH may be 10 or higher.

Composition Board (Hardboard) – S-W 9: Some composition boards may exude a waxy material that must be removed with a solvent prior to coating. Whether factory primed or unprimed, exterior composition board siding (hardboard) must be cleaned thoroughly and primed with an alkyd primer.

Copper – S-W 7: Remove all oil, grease, dirt, oxide and other foreign material by cleaning per SSPC-SP2, Hand Tool Cleaning.

Drywall—Interior and Exterior – S-W 8: Must be clean and dry. All nail heads must be set and spackled. Joints must be taped and covered with a joint compound. Spackled nail heads and tape joints must be sanded smooth and all dust removed prior to painting. Exterior surfaces must be spackled with exterior grade compounds.

Galvanized Metal – S-W 10: Allow to weather a minimum of 6 months prior to coating. Clean per SSPC-SP1 using detergent and water or a degreasing cleaner, then prime as required. When weathering is not possible or the surface has been treated with chromates or silicates, first Solvent Clean per SSPC-SP1 and apply a test area, priming as required. Allow the coating to dry at least one week before testing. If adhesion is poor, Brush Blast per SSPC-SP16 is necessary to remove these treatments.

Plaster – S-W 11: Must be allowed to dry thoroughly for at least 30 days before painting. Room must be ventilated while drying; in cold, damp weather, rooms must be heated. Damaged areas must be repaired with an appropriate patching material.

Bare plaster must be cured and hard. Textured, soft, porous, or powdery plaster should be treated with a solution of 1 pint household vinegar to 1 gallon of water. Repeat until the surface is hard, rinse with clear water and allow to dry.

Steel/Ferrous Metal Substrates
SSPC-SP1- Solvent Cleaning: Solvent cleaning is a method for removing all visible oil, grease, soil, drawing and cutting compounds, and other soluble contaminants. Solvent cleaning does not remove rust or mill scale. Change rags and cleaning solution frequently so that deposits of oil and grease are not spread over additional areas in the cleaning process. Be sure to allow adequate ventilation. Follow manufacturer's safety recommendations when using solvents. For complete instructions, refer to Steel Structures Paint Council Surface Preparation Specification No.1. (Refer to each products cleaning instructions.

Many acrylic coatings will state; When cleaning the surface per SSPC-SP1, use only an emulsifying industrial detergent, followed by a water rinse. Do not use hydrocarbon solvents for cleaning.) SSPC-SP2 - Hand Tool Cleaning: Hand Tool Cleaning removes all loose mill scale, loose rust, and other detrimental foreign matter. It is not intended that adherent mill scale, rust, and paint be removed by this process. Mil scale, rust, and paint are considered adherent if they cannot be removed by lifting with a dull putty knife. Before hand tool cleaning, remove visible oil, grease, soluble welding residues, and salts by the methods outlined in SSPC-SP1. For complete instructions, refer to Steel Structures Paint Council Surface Preparation Specification No.2.

SSPC-SP3 - Power Tool Cleaning: Power Tool Cleaning removes all loose mill scale, loose rust, and other detrimental foreign matter. It is not intended that adherent mill scale, rust, and paint be removed by this process. Mil scale, rust, and paint are considered adherent if they cannot be removed by lifting with a dull putty knife. Before power tool cleaning, remove visible oil, grease, soluble welding residues, and salts by the methods outlined in SSPC-SP1. For complete instructions, refer to Steel Structures Paint Council Surface Preparation Specification No.3.

SSPC-SP5 / NACE 1 - White Metal Blast Cleaning: A White Metal Blast Cleaned surface, when viewed without magnification, shall be free of all visible oil, grease, dirt, dust, mill scale, rust, paint, oxides, corrosion products, and other foreign matter. Before blast cleaning, visible deposits of oil or grease shall be removed by any of the methods specified in SSPC-SP 1 or other agreed upon methods. For complete instructions, refer to Joint Surface Preparation Standard SSPC-SP5/ NACE No.1.

SSPC-SP6 / NACE 3 - Commercial Blast Cleaning: A Commercial Blast Cleaned surface, when viewed without magnification, shall be free of all visible oil, grease, dirt, dust, mill scale, rust, paint, oxides, corrosion products, and other foreign matter, except for staining. Staining shall be limited to no more than 33 percent of each square inch of surface area and may consist of light shadows, slight streaks, or minor discoloration caused by stains of rust, stains of mill scale, or stains of previously applied paint. Before blast cleaning, visible deposits of oil or grease shall be removed by any of the methods specified in SSPC-SP 1 or other agreed upon methods. For complete instructions, refer to Joint Surface Preparation Standard SSPC-SP6/NACE No.3.

SSPC-SP7 / NACE 4 - Brush-Off Blast Cleaning: A Brush-Off Blast Cleaned surface, when viewed without magnification, shall be free of all visible oil, grease, dirt, dust, loose mill scale, loose rust, and loose paint. Tightly adherent mill scale, rust, and paint may remain on the surface. Mil scale, rust, and coating are considered adherent if they cannot be removed by lifting with a dull putty knife. Before blast cleaning, visible deposits of oil or grease shall be removed by any of the methods specified in SSPC-SP 1 or other agreed upon methods. For complete instructions, refer to Joint Surface Preparation Standard SSPC-SP7/NACE No.4.

SSPC-SP10 / NACE 2 - Near-White Blast Cleaning: A Near White Blast Cleaned surface, when viewed without magnification, shall be free of all visible oil, grease, dirt, dust, mill scale, rust, paint, oxides, corrosion products, and other foreign matter, except for staining. Staining shall be limited to no more than 5 percent of each square inch of surface area and may consist of light shadows, slight streaks, or minor discoloration caused by stains of rust, stains of mill scale, or stains of previously applied paint. Before blast cleaning, visible deposits of oil or grease shall be removed by any of the methods specified in SSPC-SP 1 or other agreed upon methods. For complete instructions, refer to Joint Surface Preparation Standard SSPCSP10/ NACE No.2.

SSPC-SP11 - Power Tool Cleaning to Bare Metal: Metallic surfaces that are prepared according to this specification, when viewed without magnification, shall be free of all visible oil, grease, dirt, dust, mill scale, rust, paint, oxide corrosion products, and other foreign matter. Slight residues of rust and paint may be left in the lower portions of pits if the original surface is pitted. Prior to power tool surface preparation, remove visible deposits of oil or grease by any of the methods specified in SSPC -SP 1, Solvent Cleaning, or other agreed upon methods. For complete instructions, refer to Steel Structures Paint Council Surface Preparation Specification No.11.

SSPC-SP12 / NACE 5 - Surface Preparation and Cleaning of Metals by Waterjetting Prior to Recoating: High- and Ultra -High Pressure Water Jetting for Steel and Other Hard Materials This standard provides requirements for the use of high- and ultra-high pressure water jetting to achieve various degrees of surface cleanliness. This standard is limited in scope to the use of water only, without the addition of solid particles in the stream. For complete instructions, refer to Joint Surface Preparation Standard SSPC-SP12/NACE No.5.

SSPC-SP13 / NACE 6 or ICRI 03732 - Surface Preparation of Concrete: This standard gives requirements for surface preparation of concrete by mechanical, chemical, or thermal methods prior to the application of bonded protective coating or lining systems. The requirements of this standard are applicable to all types of cementitious surfaces including cast-in-place concrete floors and walls, precast slabs, masonry walls and shotcrete surfaces. An acceptable prepared concrete surface should be free of contaminants, laitance, loosely adhering concrete, and dust, and should provide a dry, sound, uniform substrate suitable for the application of protective coating or lining systems. Depending upon the desired finish and system, a block filler may be required. For complete instructions, refer to Joint Surface Preparation Standard SSPC-SP13/NACE No.6 or ICRI 03732 SSPC-SP14 / NACE 8 – Industrial Blast Cleaning: This standard gives requirements for industrial blast cleaning of unpainted or painted steel surfaces by the use of abrasives. This joint standard allows defined quantities of mill scale and/or old coating to remain on the surface. An industrial blast cleaned surface, when viewed without magnification, shall be free of all visible oil, grease, dust, and dirt. Traces of tightly adherent mill scale, rust, and coating residue are permitted to remain on 10% of each unit area of the surface. The traces of mill scale, rust, and coating shall be considered tightly adherent if they cannot be lifted with a dull putty knife. Shadows, streaks, and discolorations caused by stains of rust, stains of mill scale, and stains of previously applied coating may be present on the remainder of the surface.

SSPC-SP16 Brush-Off Blast Cleaning of Coated and Uncoated Galvanized Steel, Stainless Steels, and Non-Ferrous Metals: This standard covers the requirements for brush-off blast cleaning of uncoated or coated metal surfaces other than carbon steel by the use of abrasives. These requirements include visual verification of the end condition of the surface and materials and procedures necessary to achieve and verify the end condition. A brush-off blast cleaned non-ferrous metal surface, when viewed without magnification, shall be free of all visible oil, grease, dirt, dust, metal oxides (corrosion products), and other foreign matter. Intact, tightly adherent coating is permitted to remain. A coating is considered tightly adherent if it cannot be removed by lifting with a dull putty knife.

High- and Ultra-High Pressure Water Jetting for Steel and Other Hard Materials:

SSPC-SP WJ-1/NACE WJ-1: Clean to Bare Substrate (WJ-1) is intended to be similar to the degree of surface cleanliness of SSPC-SP 5/NACE 1, except that stains are permitted to remain on the surface. This standard is used when the objec­tive is to remove every trace of rust and other corrosion products, coating and mill scale.

SSPC-SP WJ-2/NACE WJ-2: Very Thorough Cleaning (WJ-2) is intended to be similar to the degree of surface cleanliness of SSPC-SP 10/NACE 2, except that tightly adherent material, rather than only stains, is permitted to remain on the surface. This standard is used when the objec­tive is to remove almost all rust and other corrosion products, coating, and mill scale.

SSPC-SP WJ-3/NACE WJ-3: Thorough Cleaning (WJ-3) is intended to be similar to the degree of surface cleanliness of SSPC-SP 10/NACE 2, except that tightly adherent material, rather than only stains, is permitted to remain on the surface. This standard is used when the objective is to remove much of the rust and other corrosion products, coating, and mil scale, leaving tightly adherent thin films.

SSPC-SP WJ-4/NACE WJ-4: Light Cleaning (WJ-4) is intended to be similar to the degree of surface cleanli­ness of SSPCSP 10/NACE 2, except that tightly adherent material, rather than only stains, is permitted to remain on the surface. This standard is used when the objective is to allow as much of the tightly adherent rust and other corro­sion products, coating, and mill scale to remain as possible, Discoloration of the surface may be present.

Water Blasting NACE Standard RP-01-72: Removal of oil grease dirt, loose rust, loose mill scale, and loose paint by water at pressures of 2,000 to 2,500 psi at a flow of 4 to 14 gallons per minute.

Stucco S-W 22 :Must be clean and free of any loose stucco. If recommended procedures for applying stucco are followed, and normal drying conditions prevail, the surface may be painted in 30 days. The pH of the surface should be between 6 and 9.

Wood—Exterior – S-W 23: Must be clean and dry. Prime and paint as soon as possible. Knots and pitch streaks must be scraped, sanded, and spot primed before a full priming coat is applied. Patch all nail holes and imperfections with a wood filler or putty and sand smooth. Caulk should be applied after priming.

Wood—Interior – S-W 24: All finishing lumber and flooring must be stored in dry, warm rooms to prevent absorption of moisture, shrinkage, and roughening of the wood. All surfaces must be sanded smooth, with the grain, never across it. Surface blemishes must be corrected and the area cleaned of dust before coating.

Vinyl Siding, Architectural Plastics, PVC & Fiberglass: – S-W 24: Clean the surface thoroughly by scrubbing with warm, soapy water. Rinse thoroughly, prime with appropriate white primer. Do not paint vinyl with any color darker than the original color. Do not paint vinyl with a color having a Light Reflective Value (LRV) of less than 56 unless VinylSafe® Colors are used.

If VinylSafe® Colors are not used and darker colors lower than an LRV of 56 are, the vinyl may warp. Follow all painting guidelines of the vinyl manufacturer when painting. Only paint properly installed vinyl siding. Deviating from the manufacturer's painting guidelines may cause the warranty to be voided.

Previously Coated Surfaces – S-W 12: Maintenance painting will frequently not permit or require complete removal of all old coatings prior to repainting. However, all surface contamination such as oil, grease, loose paint, mill scale dirt, foreign matter, rust, mold, mildew, mortar, efflorescence, and sealers must be removed to assure sound bonding to the tightly adhering old paint. Glossy surfaces of old paint films must be clean and dull before repainting. Thorough washing with an abrasive cleanser will clean and dull in one operation, or, wash thoroughly and dull by sanding. Spot prime any bare areas with an appropriate primer. Recognize that any surface preparation short of total removal of the old coating may compromise the service length of the system. Check for compatibility by applying a test patch of the recommended coating system, covering at least 2 to 3 square feet. Allow to dry one week before testing adhesion per ASTM D3359. If the coating system is incompatible, complete removal is required per ASTM D4259.

Touch-Up, Maintenance and Repair
For a protective coating system to provide maximum long-term protection, regularly scheduled maintenance is required.

Maintenance includes inspection of painted areas, cleaning of surfaces to remove oils, chemicals, and other contaminants, and touch-up of areas where the coatings have been damaged. Highly corrosive areas, such as those subjected to frequent chemical spillage, corrosive fumes, and/or high abrasion or temperature areas should be inspected frequently – every six months, for example. Areas exposed to less severe conditions, such as interiors and exteriors of potable water tanks, may be inspected annually to assess the condition of the coating system.

The SSPC-VIS 2, Standard Method for Evaluating Degree of Rusting on Painted Steel Surfaces, can be used as a guide to determine appropriate touch-up and repairs maintenance schedules. Touch-up would be suggested when the surface resembles Rust Grade 5-S (Spot Rusting), 6-G (General Rusting), or 6-P (Pinpoint Rusting). Surface preparation would generally consist of SSPC-SP2, SP3, SP11, or SP12. Overcoating a well protected, but aged steel surface showing no evidence of rusting, may be achieved by Low Pressure Water Cleaning per SSPC-SP12/WJ4, and applying an appropriate coating system.

Full removal of the existing coating system by abrasive blasting would be recommended when the surface resembles Rust Grade 3-S (Spot Rusting), 4-G (General Rusting), or 4-P (Pinpoint Rusting). When the coating system has deteriorated to encompass approximately 33% of the surface area, it is always more economical to consider full removal and reapplication of the appropriate protective coating system.

Mildew –Prior to attempting to remove mildew, it is always recommended to test any cleaner on a small, inconspicuous area prior to use. Bleach and bleaching type cleaners may damage or discolor existing paint films. Bleach alternative cleaning solutions may be advised.

Mildew may be removed before painting by washing with a solution of 1 part liquid bleach and 3 parts water. Apply the solution and scrub the mildewed area. Allow the solution to remain on the surface for 10 minutes. Rinse thoroughly with water and allow the surface to dry before painting. Wear protective eyewear, waterproof gloves, and protective clothing. Quickly wash off any of the mixture that comes in contact with your skin. Do not add detergents or ammonia to the bleach/water solution.

Specification
City Hall
Reference Pages

Data Pages

115.02
Loxon®
Concrete and Masonry Primer-Sealer
US LX02W0050, Canada LX02WQ050 White
7/2023 www.sherwin-williams.com continued on back

CHARACTERISTICS
Loxon Concrete & Masonry Primer-Sealer is
an acrylic coating specifically engineered for
interior and exterior, above grade, masonry
surfaces requiring a high-performance primer. It
is highly alkali and efflorescence resistant and
can be applied to a surface with a pH of 6 to 13.

Loxon Concrete and Masonry Primer-Sealer:

Seals and adheres to concrete, brick, stucco and
plaster.

Conditions porous masonry surfaces.

Use on above grade masonry surfaces for a longlasting finish.

Apply to masonry and concrete surfaces that are at
least 7 days old.

Prevents harm to subsequent coatings by alkalies in
the substrate.

For use on these surfaces:

Concrete, Concrete Block, Brick, Stucco, EIFS
Fiber Cement Siding, Plaster, Mortar, Exterior
Wall Cladding, Tilt-Up/Pre-Cast Concrete
Finish: 0-10 units @ 85°
Color: White
Coverage:

Wet mils: 5.3-8.0
Dry mils: 2.1-3.2
Coverage: 200-320 sq. ft. per gallon
Coverage on porous & rough stucco 80 square feet per
gallon.

Coverage (thin-mil primer application to new construction tilt-up/precast concrete):

Wet mils: 2.7-4.0
Dry mils: 1.1-1.6
Coverage: 400-600 sq. ft. per gallon
Drying Schedule 77°F @ 50% RH:

To touch 4 hours
To recoat 24 hours
Air and surface temperatures must not drop below 40°F
for 48 hours after application.

Drying and recoat times are temperature, humidity, and
film thickness dependent.

Tinting with CCE only:

For best topcoat color development, use the
recommended “P”-shade primer. If desired, up to 4 oz.
per gallon of ColorCast Ecotoners can be used to
approximate the topcoat color. Check color before use.

Extra White LX02W0050
V.O.C. (less exempt solvents):
less than 50 grams per litre; 0.42 lbs. per gallon
As per 40 CFR 59.406
Volume Solids: 40 ±2%
Weight Solids: 55 ±2%
Weight per Gallon: 10.92 lbs
Flash Point: N.A.

Vehicle Type: Acrylic
Shelf Life: 36 months, unopened

COMPLIANCE
As of 07/19/2023, Complies with:

OTC Yes
OTC Phase II Yes
S.C.A.Q.M.D. Yes
CARB Yes
CARB SCM 2007 Yes
CARB SCM 2020 Yes
Canada Yes
LEED® v4 & v4.1 Emissions Yes
LEED® v4 & v4.1 V.O.C. Yes
EPD-NSF® Certified Yes
MIR-Product Lens Certified Yes
MPI® Yes

APPLICATION
Temperature:
minimum 40°F
The following is a guide. Changes in pressures
and tip sizes may be needed for proper spray
characteristics. Always purge spray equipment
before use with listed reducer. Any reduction
must be compatible with the existing
environmental and application conditions.

Reducer: No reduction necessary
Airless Spray:

Pressure 2000-2700 p.s.i.

Tip .19 inch
Brush: nylon-polyester
Roller Cover: ½ to 11/2 inch nap synthetic cover
Spray and back roll on porous & rough stucco to
achieve required film build and a pin-hole free
surface.

For porous block, a coat of Loxon Acrylic Block
Surfacer is required to achieve a pinhole free
surface.

Apply at temperatures above 40°F. When the air
temperature is at 40°F, substrates may be colder;
prior to painting, check to be sure the air, surface,
and material temperature are above 40°F and at
least 5°F above the dew point. Avoid using if rain
or snow is expected within 4-6 hours.

Do not apply at air or surface temperatures below
40°F or when air or surface temperatures may
drop below 40°F within 48 hours.

For best performance results, avoid painting in
direct sun or painting substrates with elevated
surface temperatures.

Do not reduce.

May be applied to damp but not to wet surfaces.

APPLICATION TIPS
Apply paint at the recommended film thickness
and spreading rate as indicated on the page.

Application of coating below minimum
recommended spreading rate may adversely
affect the coating systems performance.

When spot priming on some surfaces, a nonuniform appearance of the final coat may result, due to differences in holdout between primed and
unprimed areas. To avoid this, prime the entire
surface rather than spot priming.

For optimal performance, this primer-sealer must
be topcoated with a latex, alkyd-oil, water-based
epoxy, or solvent based epoxy coating on
architectural applications.

For exterior use, this primer-sealer must be
topcoated within 14 days to prevent degradation
due to weathering.

RECOMMENDED SYSTEMS
Concrete, Masonry, Cement:
1 coat Loxon Concrete & Masonry Primer
2 coats Appropriate Topcoat
Stucco, Fiber Cement Siding, EIFS:
1 coat Loxon Concrete & Masonry Primer
2 coats Appropriate Topcoat
Recommended Architectural Topcoats:

A-100 Exterior Latex
Duration Exterior & Duration Home Interior
Emerald Exterior & Interior
Loxon Masonry Coatings
SuperPaint Exterior & Interior
ProClassic Interior
ProMar Interior
Recommended Industrial Topcoats:

Industrial Enamels
Pro Industrial Series
Water Based Catalyzed Epoxy
Industrial finishes have been tested for
architectural applications only. Loxon Concrete
and Masonry Primer has not been tested in
environments subject to chemical attack. Any
recommendations for use in such areas must
follow a thorough evaluation of the effects of the
environment on the Loxon Concrete and Masonry
Primer and topcoat system.

Loxon®
Concrete and Masonry Primer-Sealer
The information and recommendations set forth in this Product Data Sheet are based upon tests conducted by or on behalf of The Sherwin-Williams Company. Such information and recommendations set forth herein are subject to change and pertain to the product offered at the time of publication. Consult your Sherwin-Williams representative or visit www.paintdocs.com to obtain the most current version of the PDS and/or an SDS

SURFACE PREPARATION

WARNING! If you scrape, sand or remove old
paint, you may release lead dust. LEAD IS
TOXIC. EXPOSURE TO LEAD DUST CAN

CAUSE SERIOUS ILLNESS, SUCH AS BRAIN
DAMAGE, ESPECIALLY IN CHILDREN.

PREGNANT WOMEN SHOULD ALSO AVOID
EXPOSURE. Wear a NIOSH-approved
respirator to control lead exposure. Clean up
carefully with a HEPA vacuum and a wet mop.

Before you start, find out how to protect
yourself and your family by contacting: US -
National Lead Information Hotline at 1-800-
424-LEAD or log on to www.epa.gov/lead;
Canada - your local health authority.

Remove all surface contamination by washing with
an appropriate cleaner, rinse thoroughly and allow
to dry. Existing peeled or checked paint should be
scraped and sanded to a sound surface. Glossy
surfaces should be sanded dull. Stains from water,
smoke, ink, pencil, grease, etc. should be sealed
with the appropriate primer-sealer. Recognize that
any surface preparation short of total removal of the
old coating may compromise the service length of
the system.

Masonry, Concrete, Stucco:

All new surfaces must cure for at least 7 days.

Remove all form release and curing agents.

Pressure clean to remove all dirt, dust, grease,
oil, loose particles, laitance, foreign material,
peeling and defective coatings, chalks, etc. Allow
the surface to dry before proceeding. Repair
cracks, voids, and other holes with an appropriate
patching compound or sealant.

Concrete and mortar must be cured at least 7
days at 75°F. Moisture content must be 15% or
lower. On tilt-up and poured-in-place concrete,
commercial detergents and sandblasting may be
necessary to remove sealers, release
compounds, and to provide an anchor pattern. Fill
bugholes, air pockets and other voids with an
acrylic elastomeric patch or sealant.

Caulking:

Fill gaps between walls, ceilings, crown moldings,
and other trim with the appropriate caulk after
priming the surface

SURFACE PREPARATION
Mildew:

Prior to attempting to remove mildew, it is always
recommended to test any cleaner on a small,
inconspicuous area prior to use. Bleach and
bleaching type cleaners may damage or discolor
existing paint films. Bleach alternative cleaning
solutions may be advised.

Mildew may be removed before painting by
washing with a solution of 1 part liquid bleach and
3 parts clean water. Apply the solution and scrub
the mildewed area. Allow the solution to remain on
the surface for 10 minutes. Rinse thoroughly with
clean water and allow the surface to dry before
painting. Wear protective eyewear, waterproof
gloves, and protective clothing. Quickly wash off
any of the mixture that comes in contact with your
skin. Do not add detergents or ammonia to the
bleach-water solution.

PHYSICAL PROPERTIES
Do not paint on wet surfaces.

LX02W0050
Water Vapor Permeance (US):

Method: ASTM D1653 (grains/(hr ft2 in Hg)
Result: 25.79 perms
Flexibility:

Method: ASTM D522
method B, 180° bend, 1/8 inch mandrel
Result: Pass
Alkali Resistance:

Method: ASTM D1308
Result: Pass
Mildew Resistance:

Method: ASTM D3273/D3274
Result: Pass
Efflorescence:

Method: ASTM D7072-04
Result: Pass (None)
Wind-Driven Rain Test:

Method: ASTM D6904-03
Result: Pass

SAFETY PRECAUTIONS
For interior or exterior use.

Protect from freezing.

Do not apply at temperatures below 40°F. Air and
surface temperatures must not drop below 40°F
for 48 hours after application.

Before using, carefully read CAUTIONS
on label.

ZINC Use only with adequate ventilation. To
avoid overexposure, open windows and doors or
use other means to ensure fresh air entry during
application and drying. If you experience eye
watering, headaches, or dizziness, increase
fresh air, or wear respiratory protection (NIOSH
approved) or leave the area. Avoid contact with
eyes and skin. Wash hands after using. Keep
container closed when not in use. Do not transfer
contents to other containers for storage. FIRST
AID: In case of eye contact, flush thoroughly with
large amounts of water. Get medical attention if
irritation persists. If swallowed, call Poison
Control Center, hospital emergency room, or
physician immediately. WARNING: This product
contains chemicals known to the State of
California to cause cancer and birth defects or
other reproductive harm. DO NOT TAKE
INTERNALLY. KEEP OUT OF THE REACH OF
CHILDREN.

HOTW 07/19/2023 LX02W0050 50 46

FRC, SP

CLEANUP INFORMATION
Clean spills, spatters, hands and tools
immediately after use with soap and warm clean
water. After cleaning, flush spray equipment with
compliant cleanup solvent to prevent rusting of
the equipment. Follow manufacturer’s safety
recommendations when using solvents.

102.61
Latitude™
Exterior Acrylic Flat
K60-650 Series
9/2022 www.sherwin-williams.com continued on back

CHARACTERISTICS
Latitude™ Exterior Acrylic Flat gives painters
more flexibility in their schedules and extends the
painting season. Latitude is formulated with
ClimateFlex Technology™, providing
exceptional early moisture resistance and
smooth application and appearance at extreme
temperatures (application at 35°F-120°F (1.7°C
- 48.8°C) air, surface and material temperatures)
and is resistant to early dirt pick up.

Latitude provides outstanding performance on
properly prepared aluminum and vinyl siding,
wood siding, clapboard, shakes, shingles,
plywood, masonry, and metal.

Key Attributes and Benefits:

ClimateFlex Technology™
Excellent application, flow and leveling
Great dirt pick up resistance
VinylSafe™ paint colors allow you the freedom
to choose from 100 color options, including a
limited selection of darker colors formulated to
resist warping and buckling when applied to a
sound, stable vinyl substrate.

Color: Most Colors
Coverage: 350-400 sq. ft. per gallon
@ 4 mils wet, 1.4 mils dry
Drying Time, @ 50% RH:
@35-45°F @45°F+
Touch: 2 Hours 2 Hours
Recoat: 24-48 hours 4 Hours
Drying and recoat times are temperature, humidity, and
film thickness dependent.

Finish: 0-5 units @ 85°
Tinting with CCE only:

Base: oz. per Strength
gallon
Extra White* 0-7 SherColor
Super White DO NOT TINT
Deep Base 4-12 SherColor
Ultradeep Base 10-12 SherColor
Light Yellow 0-10 SherColor
Vivid Yellow 0-10 SherColor
Real Red* 0-10 SherColor
*Extra White and Real Red bases may be used without
the addition of CCE tint.

Extra White K60W00651
(may vary by color)
V.O.C.(less exempt solvents):

Less than 50 grams per litre; 0.42 lbs. per gallon
As per 40 CFR 59.406
Volume Solids: 34 ±2%
Weight Solids: 51 ±2%
Weight per Gallon: 11.25 lbs
Flash Point: N.A.

Vehicle Type: 100% Acrylic
Shelf Life: 36 months, unopened
WVP Perms (US) 30.84 grains/(hr ft2 in Hg)
Mildew Resistant
This coating contains agents which inhibit the
growth of mildew on the surface of this coating
film.

COMPLIANCE
As of 09/22/2022, Complies with :

OTC Yes
OTC Phase II Yes
S.C.A.Q.M.D. Yes
CARB Yes
CARB SCM 2007 Yes
CARB SCM 2020 Yes
Canada Yes
LEED® v4 & v4.1 Emissions N/A
LEED® v4 & v4.1 V.O.C. Yes
EPD-NSF® Certified No
MIR-Manufacturer Inventory No
MPI® Yes

APPLICATION
When the air temperature is at 35°F (1.7°C),
substrates may be colder; prior to painting, check
to be sure the air, surface, and material
temperature are above 35°F (1.7°C) and at least
5°F above the dew point. Avoid using if rain or
snow is expected within 30 minutes.

Do not apply at air or surface temperatures below
35°F (1.7°C) or when air or surface temperatures
may drop below 35°F (1.7°C) within 48 hours.

No reduction needed.

Brush:

Use a nylon-polyester brush.

Roller:

Use a high quality 3/8-3/4 inch nap synthetic
roller cover.

For specific brushes and rollers, please refer
to our Brush and Roller Guide on sherwinwilliams.com
Spray - Airless:

Pressure ...............................2000 p.s.i.

Tip ..................................0 15-.019 inch

APPLICATION TIPS
Make sure product is completely agitated
(mechanically or manually) before use.

Thoroughly follow the recommended surface
preparations. Most coating failures are due to
inadequate surface preparation or application.

Thorough surface preparation will help provide
long term protection with Latitude coating.

SPECIFICATIONS
Latitude can be self-priming when used directly
over existing coatings, or exterior bare drywall,
plaster and masonry (with a cured pH of less than
9). The first coat acts like a coat of primer and
the second coat provides the final appearance
and performance. Please note that some specific
surfaces require specialized treatment.

Use on these properly prepared surfaces:

Aluminum & Aluminum Siding1,
Galvanized Steel1
:
2 coats Latitude Exterior Acrylic
Concrete Block, CMU, Split face Block:
1 coat Loxon Acrylic Block Surfacer
2 coats Latitude Exterior Acrylic
Brick, Stucco, Cement, Concrete:
1 coat Loxon Concrete & Masonry Primer
(if needed)
or
Loxon Conditioner (if needed)
2 coats Latitude Exterior Acrylic
Cement Composition Siding/Panels:
1 coat Loxon Concrete & Masonry Primer
(if needed)
or
Loxon Conditioner (if needed)
2 coats Latitude Exterior Acrylic
Plywood:
1 coat Exterior Latex Primer
2 coats Latitude Exterior Acrylic
*Vinyl Siding:
2 coats Latitude Exterior Acrylic
Wood (Cedar, Redwood):
1 coat Exterior Oil-Based Wood Primer
2 coats Latitude Exterior Acrylic
Knots and some woods, such as redwood and cedar,
contain a high amount of tannin, a colored wood extract.

For best results on these woods, use a coat of Exterior Oil-Based Wood Primer.

Wood Composition Board - Hardiboard:

Because of the potential for wax bleeding out of
the substrate, apply 1 coat of Exterior Oil-Based
Wood Primer and then topcoat. 1 On large expanses of metal siding, the air, surface, and material temperatures must be 50°F (10°) or higher.

Standard latex primers cannot be used below 50°F
(10°C) or above 100°F (37.7°C). See specific primer
label for that product’s application limitations.

Other primers may be appropriate.

When repainting involves a drastic color change,
a coat of primer will improve the hiding
performance of the topcoat color.