Agenda packet — Menifee City Council, June 5, 2024 (part 3 of 7)

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FISCAL IMPACT
The fiscal impact of the proposed amendment with ESA is $10,000. Funding for the proposed amendment is available within the approved operating budget for Fiscal Year 2023/2024 in Account No. 100-4330-52800 (Professional Services), which would be transferred to the appropriate Account No. 100-4330-52825 (Professional Services-Recoverable) if approved.

These expenditures are fully recoverable through the developer deposits and fees. No additional budget appropriation is required for this action.

ATTACHMENTS

1. Amendment No. 2

2. Original Professional Services Agreement

3. Amendment No. 1
Item Title: 10.11
Agreement Amendment with Environmental Science Associates for On-Call Environmental Review Services Item Page Number: 2

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June 5, 2024
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AMENDMENT NO. 2 TO

PROFESSIONAL SERVICES AGREEMENT
FY2023/24 & FY2024/25 ON-CALL PLANNING ENVIRONMENTAL REVIEW SERVICES AMENDMENT NO. 2 TO

PROFESSIONAL SERVICES AGREEMENT
FY2023/24 & FY2024/25 ON-CALL PLANNING ENVIRONMENTAL REVIEW SERVICES This is Amendment No. 2 (“Amendment No. 2”) to that certain Professional Services Agreement (“Agreement”) made on June 21, 2023 between the City of Menifee (“City”) and ENVIRONMENTAL SCIENCE ASSOCIATES (ESA) (“Consultant”) for FY2023/24 & FY2024/25 ON-CALL PLANNING ENVIRONMENTAL REVIEW SERVICES as amended by that certain Amendment No.1 to the Agreement entered into on February 21, 2024 (“Amendment No. 1”), which this Amendment No. 2 is made and entered into on ______________, 2024 to increase the compensation amount as indicated below:

1. Capitalized terms used but not defined in this Amendment No. 2 shall have the meanings ascribed to them in the Agreement.

2.SECTION 2, “Compensation” is amended to increase the maximum compensation by Ten Thousand Dollars and Zero Cents ($10,000.00), and is amended to read as follows:

SECTION 2. COMPENSATION.

City hereby agrees to pay Consultant a sum not to exceed THIRTY FIVE THOUSAND DOLLARS AND ZERO CENTS ($35,000.00) for Services between July 1, 2023 through June 30, 2024, and FIFTEEN THOUSAND DOLLARS AND ZERO CENTS ($15,000.00) for Services between July 1, 2024 through June 30, 2025 (for an aggregate not to exceed compensation amount of FIFTY THOUSAND DOLLARS AND ZERO CENTS ($50,000.00) notwithstanding any contrary indications that may be contained in Consultant's proposal, for the Services to be performed and reimbursable costs incurred under this Agreement. In the event of a conflict between this Agreement and Exhibit A, regarding the amount of compensation, this Agreement shall prevail. City shall pay Consultant for the Services rendered pursuant to this Agreement at the time and in the manner set forth herein. The payments specified below shall be the only payments from City to Consultant for the Services rendered pursuant to this Agreement. Consultant shall submit all invoices to City in the manner specified herein. Except as specifically authorized in advance by City, Consultant shall not bill City for duplicate services performed by more than one person.

3. The initial paragraph of the original Exhibit A, “Scope of Services”, to the Agreement is amended to read as follows:

SCOPE OF SERVICES
Consultant shall provide FY2023/24 & FY2024/25 ON-CALL PLANNING ENVIRONMENTAL REVIEW SERVICES in the amount not to exceed THIRTY FIVE THOUSAND DOLLARS AND ZERO CENTS ($35,000.00) for Services between July 1, 2023 through June 30, 2024, and FIFTEEN THOUSAND DOLLARS AND ZERO CENTS ($15,000.00) for Services between July 1, 2024 through June 30, 2025 (for an aggregate Item Title: 10.11
Agreement Amendment with Environmental Science Associates for On-Call Environmental Review Services Item Page Number: 3

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AMENDMENT NO. 2 TO

PROFESSIONAL SERVICES AGREEMENT
FY2023/24 & FY2024/25 ON-CALL PLANNING ENVIRONMENTAL REVIEW SERVICES not to exceed compensation amount of FIFTY THOUSAND DOLLARS AND ZERO CENTS ($50,000.00) as further detailed in the following page(s).

4. All other terms and conditions of the Agreement remain in full force and effect.

5. This Amendment No. 2 may be executed in multiple counterparts, each of which shall be an original and all of which together shall constitute one agreement.

CITY OF MENIFEE ENVIRONMENTAL SCIENCE ASSOCIATES (ESA)
_______________________________ _______________________________ Armando G. Villa, City Manager Barbara Calantas, Vice President Attest: ________________________________
Ruta Thomas, Senior Vice President
_______________________________
Stephanie Roseen, Acting City Clerk
Approved as to Form:
_______________________________
Jeffrey T. Melching, City Attorney
Item Title: 10.11
Agreement Amendment with Environmental Science Associates for On-Call Environmental Review Services Item Page Number: 4

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CITY OF MENIFEE

PROFESSIONAL SERVICES AGREEMENT
FY2023/24 & FY2024/25 ON-CALL PLANNING ENVIRONMENTAL REVIEW

SERVICES
THIS PROFESSIONAL SERVICES AGREEMENT (“Agreement”) is made and effective this ______ day of __________, 2023 (“Effective Date”) by and between the CITY OF MENIFEE, a California municipal corporation, (“City”) and ENVIRONMENTAL SCIENCE ASSOCIATES (ESA) , a California Corporation (“Consultant”). City and Consultant may sometimes herein be referred to individually as a “Party” and collectively as the “Parties.” SECTION 1. SERVICES.

Subject to the terms and conditions set forth in this Agreement, Consultant shall provide to City the services described in the Scope of Services, attached hereto as Exhibit A and incorporated herein by this reference (the “Services”). Consultant will perform subsequent task orders as requested by the Contract Administrator (as defined below ), in accordance with the Scope of Services. In the event of a conflict in or inconsistency between the terms of this Agreement and Exhibit A, this Agreement shall prevail.

1.1 Term of Services . The term of this Agreement shall begin on July 1, 2023 and shall end on June 30, 2025 unless the term of this Agreement is otherwise terminated or extended as provided for in Section 8. The time provided to Consultant to complete the Services required by this Agreement shall not affect City’s right to terminate this Agreement, as provided for in Section 8.

1.2 Standard of Performance. Consultant represents and warrants that Consultant is a provider of first class work and services and Consultant is experienced in performing the Services contemplated herein and, in light of such status and experience, Consultant shall perform the Services required pursuant to this Agreement in the manner and according to the standards observed by a competent practitioner of the profession in which Consultant is engaged in the geographical area in which Consultant practices its profession and to the sole satisfaction of the Contract Administrator.

1.3 Assignment of Personnel . Consultant shall assign only competent personnel to perform the Services pursuant to Agreement. In the event that City, in its sole discretion, at any time during the term of this Agreement, desires the reassignment of any such persons, Consultant shall, immediately upon receiving notice from City of such desire of City, reassign such person or persons.

1.4 Time. Consul tant shall devote such time to the performance of the Services pursuant to this Agreement as may be reasonably necessary to satisfy Consultant’s obligations hereunder.

DocuSign Envelope ID: 500B2EBD-922F-4EC5-8E4D-CB3ABE5E341B DocuSign Envelope ID: 40D9A850-45A3-4313-9178-75A336234101 21 June
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1.5 Authorization to Perform Services. Consultant is not authorized to perform any of the S ervices or incur any costs whatsoever under the terms of this Agreement until receipt of authorization from the Contract Administrator.

1.6 Covid-19 Safety. If Consultant enters City property or meets in person with City employees during the performance of the Services, Consultant shall comply with all State, County, and local emergency orders, directives, protocols, and best practices related to the COVID -19 pandemic, including, but not limited to: (A) wearing facial coverings, (B) maintaining adequate physical distancing when possible, (C) regular hand washing, and (D) regular hand sanitizing.

SECTION 2. COMPENSATION.

City hereby agrees to pay Consultant a sum not to exceed FIFTEEN THOUSAND DOLLARS AND ZERO CENTS ($15,000.00) for Services between July 1, 2023 through June 30, 2024 , and FIFTEEN THOUSAND DOLLARS AND ZERO CENTS ($15,000.00) for Services between July 1, 2024 through June 30, 202 5 (for an aggregate not to exceed compensation amount of THIRTY THOUSAND DOLLARS AND ZERO CENTS ($30,000.00)) notwithstanding any c ontrary indications that may be contained in Consultant’s proposal, for the Services to be performed and reimbursable costs incurred under this Agreement. In the event of a conflict between this Agreement and Exhibit A, regarding the amount of compensation, this Agreement shall prevail. City shall pay Consultant for the Services rendered pursuant to this Agreement at the time and in the manner set forth herein. The payments specified below shall be the only payments from City to Consultant for the Servic es rendered pursuant to this Agreement. Consultant shall submit all invoices to City in the manner specified herein.

Except as specifically authorized in advance by City, Consultant shall not bill City for duplicate services performed by more than one person.

2.1 Invoices. Consultant shall submit invoices monthly during the term of this Agreement, based on the cost for the Services performed and reimbursable costs incurred prior to the invoice date. Invoices shall contain the following information:
a. Serial identifications of progress bills; i.e., Progress Bill No. 1 for the first invoice, etc.;
b. The beginning and ending dates of the billing period; c. A “Task Summary” containing the original contract amount, the amount of prior billings, the total due this period, the balance available under this Agreement, and the percentage of completion;
d. At City’s option, for each item in each task, a copy of the applicable time entries or time sheets shall be submitted showing the name of the person perfor ming the Services, the hours spent by each person, a brief description of the Services, and each reimbursable expense;
e. The total number of hours of work performed under this Agreement by Consultant and each employee, agent, and subcontractor of Consultant performing the Services hereunder necessary to complete the Services described in Exhibit A; DocuSign Envelope ID: 500B2EBD-922F-4EC5-8E4D-CB3ABE5E341B DocuSign Envelope ID: 40D9A850-45A3-4313-9178-75A336234101 Item Title: 10.11
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f. Receipts for expenses to be reimbursed;
g. The Consultant Representative’s signature.

Invoices shall be submitted to:

City of Menifee
Attn: Accounts Payable
29844 Haun Road
Menifee, CA 92586

2.2 Monthly Payment. City shall make monthly payments, based on invoices received, for the Serv ices satisfactorily performed, and for authorized reimbursable costs incurred. City shall have thirty (30) days from the receipt of an invoice that complies with all of the requirements above to pay Consultant.

2.3 Final Payment. City shall pay the last five percent (5%) of the total amount due pursuant to this Agreement within sixty (60) days after completion of the Services and submittal to City of a final invoice, if all of the Services required have been satisfactorily performed.

2.4 Total Payment . City shal l not pay any additional sum for any expense or cost whatsoever incurred by Consultant in rendering the Services pursuant to this Agreement. City shall make no payment for any extra, further, or additional service pursuant to this Agreement.

In no event s hall Consultant submit any invoice for an amount in excess of the maximum amount of compensation provided above either for a task or for the entirety of the Services performed pursuant to this Agreement, unless this Agreement is modified in writing prior to the submission of such an invoice.

2.5 Hourly Fees. Fees for the Services performed by Consultant on an hourly basis shall not exceed the amounts shown on the fee schedule included with Exhibit A.

2.6 Reimbursable Expenses. Reimbursable expenses are included within the maximum amount of this Agreement.

2.7 Payment of Taxes. Consultant is solely responsible for the payment of employment taxes incurred under this Agreement and any federal or state taxes.

2.8 Payment upon Termination . In the event that City or Consultan t terminates this Agreement pursuant to Section 8, City shall compensate Consultant for all outstanding costs and reimbursable expenses incurred for Services satisfactorily completed and for reimbursable expenses as of the date of written notice of termina tion. Consultant shall maintain adequate logs and timesheets in order to verify costs and reimbursable expenses incurred to that date.

SECTION 3. FACILITIES AND EQUIPMENT.

Except as otherwise provided, Consultant shall, at its sole cost and expense, provide all facilities and equipment necessary to perform the services required by this Agreement. City shall DocuSign Envelope ID: 500B2EBD-922F-4EC5-8E4D-CB3ABE5E341B DocuSign Envelope ID: 40D9A850-45A3-4313-9178-75A336234101 Item Title: 10.11
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make available to Consultant only physical facilities such as desks, filing cabinets, and conference space, as may be reasonably necessary for Consultant’s use while consulting with City employees and reviewing records and the information in possession of City. The location, quantity, and time of furnishing those facilities shall be in the sole discretion of City. In no event shall City be required to furnish any facility that may involve incurring any direct expense, including but not limited to computer, long -distance telephone or other communication charges, vehicles, and reproduction facilities.

SECTION 4. INSURANCE REQUIREMENTS.

Before beginning any work under this Agreement, Consultant, at its own cost and expense, shall procure the types and amounts of insurance checked below and provide Certificates of Insurance, indicating that Consultant has obtained or currently maintains insurance that meets the requirements of this section and which is satisfactory, in all respects, to City. Consultant shall maintain the insurance policies required by this section throughout the term of this Agreement.

The cost of such insurance shall be included in Consultant’s compensation. Consultant shall not allow any subcontractor, consultant or other agent to commence work on any subcontract until Consultant has obtained all insurance required herein for the subcontractor(s) and provided evidence thereof to City. Verification of the required insurance shall be submitted and made part of this Agreement prior to execution. Consultant acknowledges the insurance policy must cover inter-insured suits between City and other Insureds.

4.1 Workers’ Compensation. Consultant shall, at its sole cost and expense, maintain Statutory Workers’ Compensation Insurance and Employer’s Liability Insurance for any and all persons employed directly or indirectly by Consultant pursuant to the provisions of the California Labor Code. Statutory Workers’ Compensation Insurance and Employer’s Liability Insurance shall be provided with limits of not less than ONE MILLION DOLLARS ($1,000,000.00) per accident, ONE MILLION DOLLARS ($1,000,000.00) disease per employee, and ONE MILLION DOLLARS ($1,000,000.00) disease per policy. In the alternative, Consultant may rely on a self - insurance program to meet those requirements, but only if the program of self-insurance complies fully with the provisions of the California Labor Code. Determination of whether a self-insurance program meets the standards of the California Labor Code shall be solely in the discretion of the Contract Administrator. The insurer, if insurance is provided, or Consultant, if a program of self- insurance is provided, shall waive all rights of subrogation against City and its officers, officials, employees, and authorized volunteers for loss arising from the Services performed under this Agreement.

4.2 Commercial General and Automobile Liability Insurance. a. General requirem ents. Consultant, at its own cost and expense, shall maintain commercial general and automobile liability insurance for the term of this Agreement in an amount not less than ONE MILLION DOLLARS ($1,000,000.00) per occurrence, combined single limit coverage, for risks associated with the Services contemplated by this Agreement, TWO MILLION DOLLARS ($2,000,000.00) general aggregate, and TWO MILLION DOLLARS ($2,000,000.00) products/completed operations aggregate. If a Commercial General Liability Insurance o r an Automobile Liability Insurance form or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to the Services to DocuSign Envelope ID: 500B2EBD-922F-4EC5-8E4D-CB3ABE5E341B DocuSign Envelope ID: 40D9A850-45A3-4313-9178-75A336234101 Item Title: 10.11
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be performed under this Agreement or the general aggregate limit shall be at least t wice the required occurrence limit. Such coverage shall include but shall not be limited to, protection against claims arising from bodily and personal injury, including death resulting therefrom, and damage to property resulting from the Services contemplated under this Agreement, including the use of hired, owned, and non-owned automobiles.
b. Minimum scope of coverage. Commercial general coverage shall be at least as broad as Insurance Services Office Commercial General Liability occurrence form CG 0001.

Automobile coverage shall be at least as broad as Insurance Services Office Automobile Liability form CA 0001 Code 2, 8, and 9. No endorsement shall be attached limiting the coverage. c. Additional requirements. Each of the following shall be included in t he insurance coverage or added as a certified endorsement to the policy:
a. The insurance shall cover on an occurrence or an accident basis, and not on a claims-made basis.
b. Any failure of Consultant to comply with reporting provisions of the policy shall not affect coverage provided to City and its officers, employees, agents, and volunteers.

4.3 Professional Liability Insurance.
a. General requirements . Consultant, at its own cost and expense, shall maintain for the period covered by this Agreement professional lia bility insurance for licensed professionals performing the Services pursuant to this Agreement in an amount not less than ONE MILLION DOLLARS ($1,000,000) covering the licensed professionals’ errors and omissions.

Any deductible or self -insured retention shall be shown on the Certificate. If the deductible or self-insured retention exceeds TWENTY-FIVE THOUSAND DOLLARS ($25,000), it must be approved by City.
b. Claims-made limitations . The following provisions shall apply if the professional liability coverage is written on a claims-made form:
a. The retroactive date of the policy must be shown and must be no later than the commencement of the Services.
b. Insurance must be maintained and evidence of insurance must be provided for at least five (5) years after the expiration or termination of this Agreement or completion of the Services, so long as commercially available at reasonable rates.
c. If coverage is canceled or not renewed and it is not replaced with another claims-made policy form with a retroactive date that precedes the Effective Date of this Agreement, Consultant must provide extended reporting coverage for a minimum of five (5) years after the expiration or termination of this Agreement or the completion of the Services. Such continuation coverage may be provided by one of the following: (1) renewal of the existing policy; (2) an extended reporting DocuSign Envelope ID: 500B2EBD-922F-4EC5-8E4D-CB3ABE5E341B DocuSign Envelope ID: 40D9A850-45A3-4313-9178-75A336234101 Item Title: 10.11
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period endorsement; or (3) replacement insurance with a retroactive date no later than the commencement of the Services under this Agreement. City shall have the right to exercise, at Consultant’s sole cost and expense, any extended reporting provisions of the policy, if Consultant cancels or does not renew the coverage. d. A copy of the claim reporting requirements must be submitted to City prior to the commencement of the Services under this Agreement.

4.4 All Policies Requirements.
a. Acceptability of insurers . All insurance required by this Section is to be placed with insurers with a Bests’ rating of no less than A:VII and admitted in California. b. Verification of cov erage. Prior to beginning the Services under this Agreement, Consultant shall furnish City with Certificates of Insurance, additional insured endorsement or policy language granting additional insured status complete certified copies of all policies, incl uding complete certified copies of all endorsements. All copies of policies and certified endorsements shall show the signature of a person authorized by that insurer to bind coverage on its behalf. The Certificate of Insurance must include the following reference:

FY2023/24 & FY2024/25 ON -CALL PLANNING ENVIRONMENTAL REVIEW SERVICES. The name and address for Additional Insured endorsements, Certificates of Insurance and Notice of Cancellation is: City of Menifee, 29844 Haun Road, Menifee, CA 92586.

City must be endorsed as an additional insured for liability arising out of ongoing and completed operations by or on behalf of Consultant.
c. Notice of Reduction in or Cancellation of Coverage . Consultant shall provide written notice to City within ten (10) working days if: (1) any of the required insura nce policies is terminated; (2) the limits of any of the required polices are reduced; or (3) the deductible or self insured retention is increased.
d. Additional insured; primary insurance . City and its o fficers, employees, agents, and authorized volunteers shall be covered as additional insureds with respect to each of the following: liability arising out of the Services performed by or on behalf of Consultant, including the insured’s general supervision of Consultant; products and completed operations of Consultant, as applicable; premises owned, occupied, or used by Consultant; and automobiles owned, leased, or used by Consultant in the course of providing the Services pursuant to this Agreement. The coverage shall contain no special limitations on the scope of protection afforded to City or its officers, employees, agents, or authorized volunteers. The insurance provided to City as an additional insured must apply on a primary and non -contributory basis with respect to any insurance or self-insurance program maintained by City. Additional insured status shall continue for one (1) year after the expiration or termination of this Agreement or completion of the Services.

A certified endorsement must be att ached to all policies stating that coverage is primary insurance with respect to City and its officers, officials, employees, and volunteers, and that no insurance or self-insurance maintained by City shall be called upon to contribute to a loss under the coverage.

DocuSign Envelope ID: 500B2EBD-922F-4EC5-8E4D-CB3ABE5E341B DocuSign Envelope ID: 40D9A850-45A3-4313-9178-75A336234101 Item Title: 10.11
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e. Deductibles and Self -insured Retentions . Consultant shall obtain the written approval of City for the self-insured retentions and deductibles before beginning any of the Services.

During the term of this Agreement, only upon the prior express wr itten authorization of the Contract Administrator, Consultant may increase such deductibles or self - insured retentions with respect to City, its officers, employees, agents, and volunteers. The Contract Administrator may condition approval of an increase in deductible or self -insured retention levels with a requirement that Consultant procure a bond guaranteeing payment of losses and related investigations, claim administration, and defense expenses that is satisfactory in all respects to each of them.
f. Subcontractors. Consultant shall include all subcontractors as insureds under its policies or shall furnish separate certificates and certified endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the requirements stated herein.
g. Variation. The Contract Administrator may, but is not required to, approve in writing a variation in the foregoing insurance requirements, upon a determination that the coverage, scope, limits, and forms of such insurance are either not commercially available, or that City’s interests are otherwise fully protected.

4.5 Remedies. In addition to any other remedies at law or equity City may have if Consultant fails to provide or maintain any insurance policies or policy endorsements to the extent and within the time herein required, City may, at its sole option, exercise any of the following remedies, which are alternatives to other remedies City may have and are not the exclusive remedy for Consultant’s breach:
a. Obtain such insurance and deduct and retain the amount of the premiums for such insurance from any sums due under this Agreement; b. Order Consultant to stop work under this Agreement or withhold any payment that becomes due to Consultant hereunder, or both s top work and withhold any payment, until Consultant demonstrates compliance with the requirements hereof; and/or c. Terminate this Agreement.

SECTION 5. INDEMNIFICATION.

5.1 Indemnification for Professional Liability . Where the law establishes a professional standard of care for performance of the Services, to the fullest extent permitted by law, Consultant shall indemnify, protect, defend (with counsel selected by City), and hold harmless City and any and all of its officers, employees, officials, volunteers, and agents from and against any and all claims, losses, costs, damages, expenses, liabilities, liens, actions, causes of action (whether in tort, contract, under statute, at law, in equity, or otherwise) charges, awards, assessments, fines, or penalties of any kind ( including reasonable consultant and expert fees and expenses of investigation, costs of whatever kind and nature and, if Consultant fails to provide a defense for City, the legal costs of counsel retained by City) a nd any judgment (collectively, DocuSign Envelope ID: 500B2EBD-922F-4EC5-8E4D-CB3ABE5E341B DocuSign Envelope ID: 40D9A850-45A3-4313-9178-75A336234101 Item Title: 10.11
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“Claims”) to the extent same are caused in whole or in part by any negligent or wrongful act, error, or omission of Consultant, its officers, agents, employees, or sub contractors (or any entity or individual that Consultant shall bear the legal liability thereof) in the performance of professional services under this Agreement.

5.2 Indemnification for Other than Professional Liability . Other than in the performance of professional services and to the full extent permitted by law, Consultant shall indemnify, protect, defend (with counsel selected by City) , and hold harmless City, and any and all of its officers, employees, officials, volunteers, and agents from and against any and all Claims, where the same arise out of, are a consequence of, or are in any way attributable to, in whole or in part, the performance of this Agreement by Consultant or by any individual or entity for which Consultant is legally liable, including but not limited to officers, agents, employees or subcontractors of Consultant.

5.3 Limitation of Indemn ification. The provisions of this Section 5 do not apply to claims occurring as a result of City’s sole or active negligence. The provisions of this Section 5 shall not release City from liability arising from gross negligence or willful acts or omissions of City or any and all of its officers, officials, employees, and agents acting in an official capacity.

SECTION 6. STATUS OF CONSULTANT.

6.1 Independent Contractor. At all times during the term of this Agreement, Consultant shall be an independent contractor and shall not be an employee of City. City shall have the right to control Consultant only insofar as th e results of the Services rendered pursuant to this Agreement and assignment of personnel pursuant to Subparagraph 1.3; however, otherwise City shall not have the right to control the means by which Consultant accomplishes the Services rendered pursuant to this Agreement. The personnel performing the S ervices under this Agreement on behalf of Consultant shall at all times be under Consultant’s exclusive direction and control. Consultant shall not at any time or in any manner represent that it or any of it s officers, employees, or agents is in any manner officers, officials, employees, or agents of City. Consultant shall not incur or have the power to incur any debt, obligation, or liability whatever against City, or bind City in any manner. Except for the fees paid to Consultant as provided in this Agreement, City shall not pay salaries, wages, or other compensation to Consultant for performing the Services hereunder for City. City shall not be liable for compensation or indemnification to Consultant for injury or sickness arising out of performing the Services hereunder. Notwithstanding any other City, state, or federal policy, rule, regulation, law, or ordinance to the contrary, Consultant and any of its employees, agents, and subcontractors providing services under this Agreement shall not qualify for or become entitled to any compensation, benefit, or any incident of employment by City, including but not limited to eligibility to enroll in the California Public Employees Retirement System (“PERS”) as an employee of City and entitlement to any contribution to be paid by City for employer contributions and/or employee contributions for PERS benefits.

SECTION 7. LEGAL REQUIREMENTS.

7.1 Governing Law. The laws of the State of California shall govern this Agreement.

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7.2 Compliance with Applicable Laws. Consultant and any subcontractor shall comply with all applicable local, state, and federal laws and regulations applicable to the performance of the work hereunder. Consultant shall not hire or employ any person to perform work within City or allow any person to perform the Services required under this Agreement unless such person is properly documented and legally entitled to be employed within the United States. Any and all work subject to prevailing wages, as determined by the Director of Industrial Relations of the State of California, will be the minimum paid to all laborers, including Consultant’s employee and subcontractors. It is understood that it is the responsibility of Consultant to determine the correct scale. The State Prevailing Wage Rates may be obtained from the California Department of Industrial Relations (“DIR”) pursuant to California Public Utilities Code, Sections 465, 466, and 467 by calling 415 -703-4774. Appropriate records demonstrating compliance with such requirement shall be maintained in a safe and secure location at all times, and readily available at City’s request. Consultant shall indemnify, defend, and hold City and its elected and appointed boards, members, officials, officers, agents, r epresentatives, employees, and volunteers harmless from and against any liability, loss, damage, cost or expenses (including but not limited to reasonable attorneys’ fees, expert witness fees, court costs, and costs incurred related to any inquiries or pro ceedings) arising from or related to (i) the noncompliance by Consultant or any party performing the Services of any applicable local, state, and/or federal law, including, without limitation, any applicable federal and/or state labor laws (including, with out limitation, the requirement to pay state prevailing wages and hire apprentices); (ii) the implementation of Section 1781 of the Labor Code, as the same may be amended from time to time, or any other similar law; and/or (iii) failure by Consultant or any party performing the Services to provide any required disclosure or identification as required by Labor Code Section 1781, as the same may be amended from time to time, or any other sim ilar law. It is agreed by the P arties that, in connection with performance of the Services, including, without limitation, any and all public works (as defined by applicable law), Consultant shall bear all risks of payment or non-payment of prevailing wages under California law and/or the implementation of Labor Code Section 1781, as the same may be amended from time to time, and/or any other similar law. Consultant acknowledges and agrees that it shall be independently responsible for reviewing the applicable laws and regulations and effectuating compliance with such laws. Consultant shall require the same of all subcontractors.

7.3 Licenses and Permits. Consultant represents and warrants to City that Consultant and its employees, agents, and any subcontractors have all licenses, permits, qualifications, and approvals of whatsoever nature that are legally required to practice their respective professions.

Consultant represents and warrants to City that Consultant and its employees, agents, and subcontractors shall, at their sole cost and expense, keep in effect at all times during the term of this Agreement any licenses, permits, and approvals that are legally required to practice their respective professions. In addition to the foregoing, Consultant and any subcontractors shall obtain and maintain during the term of this Agreement valid Business Licenses from City.

SECTION 8. TERMINATION AND MODIFICATION.

8.1 Termination. City may cancel this Agreement at any time and without cause upon written notification to Consultant.

8.2 Termination by Consultant. Consultant may cancel this Agreement upon 30 days’ written notice to City.

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8.3 Consequences of Termination. In the event of termination, Consultant shall be entitled to compensation for the Services performed up to the date of termination; City, however, may condition payment of such compensatio n upon Consultant delivering to City any or all documents, photographs, computer software, video and audio tapes, and other materials provided to Consultant or prepared by or for Consultant or City in connection with this Agreement.

8.4 Extension. City may, in its sole and exclusive discretion, extend the end date of this Agreement beyond that provided for in Subsection 1.1. Any such extension shall require a written amendment to this Agreement, as provided for herein. Consultant understands and agrees that, if City grants such an extension, City shall have no obligation to provide Consultant with compensation beyond the maximum amount provided for in this Agreement. Similarly, unless authorized by the Contract Administrator, City shall have no obligation t o reimburse Consultant for any otherwise reimbursable expenses incurred during the extension period.

8.5 Amendments. The Parties may amend this Agreement only by a writing signed by all the Parties.

8.6 Assignment and Subcontracting. City and Consultant recognize and agree that this Agreement contemplates personal performance by Consultant and is based upon a determination of Consultant’s unique personal competence, experience, and specialized personal knowledge.

Moreover, a substantial inducement to City for en tering into this Agreement was and is the professional reputation and competence of Consultant. Consultant may not assign this Agreement or any interest therein without the prior written approval of the Contract Administrator. Consultant shall not subcontract any portion of the performance contemplated and provided for herein, other than to the subcontractors noted in Consultant’s proposal, without prior written approval of the Contract Administrator. In the event that key personnel leave Consultant’s em ploy, Consultant shall notify City immediately.

8.7 Survival. All obligations arising prior to the expiration or termination of this Agreement and all provisions of this Agreement allocating liability between City and Consultant shall survive the expiration or termination of this Agreement.

8.8 Options upon Breach by Consultant . If Consultant materially breaches any of the terms of this Agreement, City's remedies shall include, but not be limited to, any or all of the following:
a. Immediately terminate this Agreement;
b. Retain the plans, specifications, drawings, reports, design documents, and any other work product prepared by Consultant pursuant to this Agreement; c. Retain a different consultant to complete the Services described in Exhibit A; and/or
d. Charge Consultant the difference between the cost to complete the Services described in Exhibit A that is unfinished at the time of breach and the amount that City DocuSign Envelope ID: 500B2EBD-922F-4EC5-8E4D-CB3ABE5E341B DocuSign Envelope ID: 40D9A850-45A3-4313-9178-75A336234101 Item Title: 10.11
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would have paid Consultant pursuant to Section 2 if Consultant had complet ed the Services.

SECTION 9. KEEPING AND STATUS OF RECORDS.

9.1 Records Created as Part of Consultant’s Performance . All reports, data, maps, models, charts, studies, surveys, photographs, memoranda, plans, studies, specifications, records, files, or any other documents or materials, in electronic or any other form that Consultant prepares or obtains pursuant to this Agreement and that relate to the matters covered hereunder shall be the property of City. Consultant hereby agrees to deliver those documents to City upon the expiration or termination of this Agreement. It is understood and agreed that the documents and other materials, including but not limited to those described above, prepared pursuant to this Agreement are prepared specifically for City and are not necessarily suitable for any future or other use. Any use of such documents for other projects by City shall be without liability to Consultant. City and Consultant agree that, until final approval by City, all data, plans, specifications, reports, and other documents are confidential and will not be released to third parties without prior written consent of both Parties unless required by law.

9.2 Licensing of Intellectual Property. This Agreement creates a non -exclusive and perpetual license for City to copy, use, modify, reuse, or sublicense any and all copyrights, designs, rights of reproduction, and othe r intellectual property embodied in plans, specifications, studies, drawings, estimates, test data, survey results, models, renderings, and other documents or works of authorship fixed in any tangible medium of expression, including but not limited to, phy sical drawings, digital renderings, or data stored digitally, magnetically, or in any other medium, which are prepared or caused to be prepared by Consultant un der this Agreement (“Documents and Data”). Consultant shall require all subcontractors to agree in writing that City is granted a non - exclusive and perpetual license for any Documents and Data the subcontractor prepares under this Agreement. Consultant represents and warrants that Consultant has the legal right to license any and all Documents and Data. Consultant makes no such representation and warranty in regard to Documents and Data which were prepared by design professionals other than Consultant or provided to Consultant by the City. City shall not be limited in any way in its use of the Documents and Data at any time, provided that any such use not within the purposes intended by this Agreement shall be at City’s sole risk.

9.3 Consultant’s Books and Records . Consultant shall maintain any and all ledgers, books of account, invoices, vouchers, canceled checks, and other records or documents evidencing or relating to charges for the Services or expenditures and disbursements charged to City under this Agreement for a minimum of three (3) years, or for any longer period required by law, from the date of final payment to Consultant under this Agreement. All such records shall be maintained in accordance with generally accepted accounting principles and shall be clearly identified and readily accessible.

9.4 Inspection and Audit of Records . Any records or documents that Section 9.3 of this Agreement requires Consultant to maintain shall be made available for inspection, audit, and/or copying at any time during regular business hours, upon oral or written request of City.

Under California Government Code Section 8546.7, if the amount of public funds expended under this Agreement exceeds TEN THOUSAND DOLLARS ($10,000.00), this Agreement shall be DocuSign Envelope ID: 500B2EBD-922F-4EC5-8E4D-CB3ABE5E341B DocuSign Envelope ID: 40D9A850-45A3-4313-9178-75A336234101 Item Title: 10.11
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subject to the examination and audit of the State Auditor, at the request of City or as part of any audit of City, for a period of three (3) years after final payment under this Agreement.

SECTION 10. MISCELLANEOUS PROVISIONS.

10.1 Attorneys’ Fees. If either Party to this Agreement brings any action, including an action for declaratory relief, to enforce or interpret the provision of this Agreement, the prevailing Party shall be entitled to reasonable attorneys’ fees and expenses including costs, in addition to any other relief to which that Party may be entitled; provided, however, that the attorneys’ fees awarded pursuant to thi s Section shall not exceed the hourly rate paid by City for legal services multiplied by the reasonable number of hours spent by th e prevailing Party in the conduct of the litigation. The court may set such fees in the same action or in a separate action brought for that purpose.

10.2 Applicable Law; Venue. The internal laws of the State of California shall govern the interpretation and enforcement of this Agreement. In the event that either Party brings any action against the other under this Agreement, the Parties agree that trial of such action shall be vested exclusively in Riverside County.

10.3 Severability. If any provision of this Agreement is he ld invalid, the remainder of this Agreement shall not be affected thereby and all other parts of this Agreement shall nevertheless be in full force and effect.

10.4 Section Headings and Subheadings . The section headings and subheadings contained in this Agreement are included for convenience only and shall not limit or otherwise affect the terms of this Agreement.

10.5 No Implied Waiver of Breach. The waiver of any breach of a specific provision of this Agreement does not constitute a waiver of any other breach of that term or any other term of this Agreement.

10.6 Successors and Assigns. The provisions of this Agreement shall inure to the benefit of and shall apply to and bind the successors and assigns of the Parties.

10.7 Consultant Representative. All matters under this Agreement shall be handled for Consultant by Kyle Garcia (“Consultant’s Representative”). The Consultant’s Representative shall have full authority to represent and act on behalf of Consultant for all purposes under this Agreement. The Consultant’s Representative shall supervise and direct the Services, using his best skill and attention, and shal l be responsible for all means, methods, techniques, sequences , and procedures and for the satisfactory coordination of all portions of the Services under this Agreement.

10.8 City Contract Administration . This Agreement shall be administered by a City employee, Molly Binnall, Management Analyst (“Contract Administrator”). All correspondence shall be directed to or through the Contract Administrator or his designee. The Contract Administrator shall have the power to act on behalf of City for all purposes under this Agreement.

Unless otherwise provided in this Agreement, Consultant shall not accept direction or orders from any person other than the Contract Administrator or his designee.

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10.9 Notices. Any written notice to Consultant shall be sent to:

ENVIRONMENTAL SCIENCE ASSOCIATES (ESA)
Attn: Kyle Garcia
420 Exchange, Suite 260
Irvine, CA 92602
Any written notice to City shall be sent to the Contract Administrator at:

City of Menifee
29844 Haun Road
Menifee, CA 92586
Attn: Molly Binnall, Management Analyst
with a copy to:

City Clerk
City of Menifee
29844 Haun Road
Menifee, CA 92586

10.10 Professional Seal . Where applicable in the determination of the Contract Administrator, the first page of a technical report, first page of design specifications, and each page of construction drawings shall be stamped/sealed and signed by the licensed professional responsible for the report/design preparation. The stamp/seal shall be in a block entitled “Seal and Signature of Registered Professional with repor t/design responsibility,” as in the following example.

__________________________________________
Seal and Signature of Registered Professional with
report/design responsibility.

10.11 Rights and Remedies. Except with respect to rights and remedies expressly declared to be exclusive in this Agreement, the rights and remedies of the P arties are cumulative and the exercise by either P arty of one or more of such rights or remedies shall not preclude the exercise by it, at the same or different times, of any other rights or remedies for the same default or any other default by the other Party.

10.12 Integration. This Agreement, including the scope of services attached hereto and incorporated herein as Exhibit A, represents the entire and integrated agreement between City and Consultant and supersedes all prior negotiations, representations, or agreements, either written or oral. The terms of this Agreement shall be construed in accordance with the meaning of the language used and shall not be construed for or against either Party by reason of the authorship of this Agreement or any other rule of construction which might otherwise apply.

10.13 Counterparts. This Agreement may be executed in multiple counterparts, each of which shall be an original and all of which together shall constitute one agreement.

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10.14 Execution of Contract. The persons executing this Agreement on behalf of each of the Parties hereto represent and warrant that (i) such Party is duly organized and existing, (ii) they are duly authorized to e xecute and deliver th is Agreement on behalf of said Party, (iii) by so executing this Agreement, such Party is formally bound to the provisi ons of this Agreement, and (iv) that entering into this Agreement does not violate any provision of any other A greement to which said Party is bound.

10.15 Nondiscrimination. Consultant covenants that, by and for itself, its heirs, executors, assigns, and all persons claiming under or through them, that in the performance of this Agreement there shall be no discrimination ag ainst or segregation of, any person or group of persons on account of any impermissible classification including, but not limited to, race, color, creed, religion, sex, marital status, sexual orientation, national origin, or ancestry.

10.16 No Third Party Benefi ciaries. With the exception of the specific provisions set forth in this Agreement, there are no intended third -party beneficiaries under this Agreement and no such other third parties shall have any rights or obligations hereunder.

10.17 Nonliability of City Officers and Employees. No officer, official, employee, agent, representative, or volunteer of City shall be personally liable to Consultant, or any successor in interest, in the event of any default or breach by City or for any amount which may become due to Consultant or to its successor, or for breach of any obligation of the terms of this Agreement.

10.18 No Undue Influence. Consultant declares and warrants that no undue influence or pressure is used against or in concert with any officer or employee of City in connection with the award, terms or implementation of this Agreement, including any method of coercion, confidential financial arrangement, or financial inducement. No officer or employee of City shall receive compensation, directly or indirectly, from Consultant, or from any officer, employee, or agent of Consultant, in connection with the award of this Agreement or any work to be conducted as a result of this Agreement.

10.19 No Benefit to Arise to City Employees. No member, officer, or employee of City, or their designees or agents, and no public official who exercises authority over or has responsibilities with respect to this Agreement during his/her tenure or for one (1) year thereafter, shall have any interest, direct or indirect, in any agreement or sub-agreement, or the proceeds thereof, for the Services to be performed under this Agreement. [Signatures on Following Page]

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IN WITNESS WHEREOF, the P arties hereto have executed and entered into this Agreement as of the Effective Date.

CITY OF MENIFEE

Armando G. Villa, City Manager

Attest:

Stephanie Roseen, Acting City Clerk

Approved as to Form:

Jeffrey T. Melching, City Attorney

CONSULTANT

Leslie Moulton-Post, CEO

Ruta Thomas, Senior Vice President

[Note: 2 officer’s signatures required if
Consultant is a corporation, unless provided
with a certificate of secretary in-lieu]
DocuSign Envelope ID: 500B2EBD-922F-4EC5-8E4D-CB3ABE5E341B DocuSign Envelope ID: 40D9A850-45A3-4313-9178-75A336234101 Item Title: 10.11
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EXHIBIT A.

EXHIBIT A

SCOPE OF SERVICES
Services shall include On-Call Environmental Review Services in the amount not to exceed FIFTEEN THOUSAND DOLLARS AND ZERO CENTS ($15,000.00) for Services between July 1, 2023 through June 30, 2024 , and FIFTEEN THOUSAND DOLLARS AND ZERO CENTS ($15,000.00) for Services between July 1, 2024 through June 30, 2025 (for an aggregate not to exceed compensation amount of THIRTY THOUSAND DOLLARS AND ZERO CENTS ($30,000.00)) as further detailed in the following page(s).

Preparation and/or Peer Review: Environmental Services
Firm shall provide environmental services with demonstrated expertise in processing applications for various types of projects (residential, commercial -industrial, mixed–use) and preparing environmental review documents as required by CEQA and/or NEPA that include, but not limited to, one or more of the following planning and environmental tasks:
• Initial Site Assessments
• Preparation of CEQA/NEPA studies (EIR, MND, ND and CE) • Noise Studies
• Archeological, Cultural Resources, and Paleontological Resource Services • Air Quality Studies
• Traffic Studies and VMT analysis
• Greenhouse Gas
• Biological Resources Services, including but not limited to:
- Biological resource technical reports
- Western Riverside County Multiple Species Habitat Program (MSHCP) documents including, MSHCP Habitat Assessment and Consistency Analysis, Determination of Biological Equivalent or Superior Preservation (DBESP) reports, and Criteria Refinements
- Habitat mitigation and restoration plans
- Sensitive species surveys
- Oak tree surveys
- Fuel modification reports
- Jurisdictional delineations/regulatory permitting
- Biological resources construction compliance monitoring and reporting - Wildlife and regulatory agency coordination (USFWS, CDFW, USACE, RWQCB) - Biological resource-related CEQA documents
• Environmental Mitigation Studies/Reports
• Coordinate and distribute environmental documents and notices • Mitigation Monitoring and Reporting Plans
• Presentations at community meetings and public hearings

Assignments may also include third -party peer reviews of environmental documents and technical studies, generally related to development application review.

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DocuSign Envelope ID: 1D7D0589-BB25-4139-9E32-2E675167527F February 21
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CITY OF MENIFEE
SUBJECT: Agreement Amendment with Axon Enterprise, Inc. for Police Department Body Worn Camera Licenses
MEETING DATE: June 5, 2024
TO: Mayor and City Council
PREPARED BY: Christine Booker, Budgets & Grants Analyst REVIEWED BY: Chris Karrer, Police Chief
APPROVED BY: Armando G. Villa, City Manager
-------------------------------------------------------------------------------------------------------------------------------

RECOMMENDED ACTION

1. Approve and authorize the City Manager to execute Amendment No. 6 to the Master Services and Purchasing Agreement with Axon Enterprise, Inc. in an amount not-to-exceed $5,479 for Axon devices and services for Fiscal Years 2023/2024 and 2024/2025; and

2. Approve and authorize this purchase utilizing NPPGov, Contract No. PS20270, pursuant to Menifee Municipal Code Section 3.12.070 (6); and

3. Authorize the City Manager to execute the required documents and the Finance Department to issue a corresponding purchase order(s) for the purchase(s), and contract(s) and/or amendments.

DISCUSSION
As the City of Menifee grows, Menifee Police Department strives to utilize technology to create a transparent and safe environment for staff and the public. Amendment No. 6 to the existing master services agreement includes the purchase of five new license bundles to outfit the staff allocated to the department. The term length would not be impacted by this Amendment.

Pursuant to Menifee Municipal Code Chapter 3.12.090, any change order in an amount greater than $25,000 or any change order which, when considered with the aggregate amount of all other changes to a contract, exceeds ten percent of the original contract cost, shall be approved by the City Council. All other terms of the agreement shall remain the same. The previous amendments are expressed on the following page in Table 1.

Item Title: 10.12
Agreement Amendment with Axon Enterprise, Inc. for Police Department Body Worn Camera Licenses Item Page Number: 1

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June 5, 2024

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TABLE 1 – CONTRACT AMENDMENTS
Item Title Description Item Total Contract
Total
Original Agreement Interview Rm & 59 Tasers/Body
Worn Cameras $1,063,900.95 $1,063,900.95
Amendment No. 1 6 Body Worn Cameras $50,406.85 $1,114,307.80 Amendment No. 2 7 Tasers/ Body Worn Cameras
and Licenses $83,411.88 $1,197,719.68
Amendment No. 3 17 Tasers/ Body Worn Cameras
and Licenses $158,680.00 $1,356,399.68
Amendment No. 4 5 License Bundles $5,478.30 $1,361,877.98 Amendment No. 5 1 Taser/ Body Worn Camera $6,641.34 $1,368,519.32 Amendment No. 6 5 License Bundles $5,478.30 $1,373,997.62 By using the NPPGov Cooperative Purchasing Agreement Contracts with the selected vendor, the City can forego the competitive bidding process and leverage the price established in the RFP process without needing to complete a bid. The prices offered by the NPPGov are a result of a competitive bid process completed by another government agency. The vendor selected from that competitive process is awarded a main contract from which other agencies can “piggyback” or obtain the same pricing/options. As allowed under the Menifee Municipal Code Section

3.12.070(6), the City can utilize a cooperative purchasing agreement in the procurement of equipment and supplies. This is advantageous to the City as it provides notable reduced pricing, as well as reduced administrative time and costs.

STRATEGIC PLAN OBJECTIVE
Safe and Vibrant Community

FISCAL IMPACT
The current fiscal impact for this item is $2,739.15 per year. This item is currently budgeted for both Fiscal Years 2023/2024 and 2024/2025 in Account No. 100-4911-52800. The full cost of the two-year contract is detailed in Table 2 below.

Table 2 – Contract Price
Fund Account Fiscal Year Total
General Fund 100-4911-52800 2023/2024 $2,739.15
General Fund 100-4911-52800 2024/2025 $2,739.15
TOTAL $5,478.30
No additional budget appropriation action(s) is required. The future fiscal impact for this item, and the contract would be budgeted in the corresponding fiscal years with the renewal of the Axon Agreement beginning in July 2025.

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June 5, 2024

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ATTACHMENTS

1. Axon Quote- Amendment No. 6

2. Original Agreement

3. Amendment No. 1

4. Amendment No. 2

5. Amendment No. 3

6. Amendment No. 4

7. Amendment No. 5
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CITY OF MENIFEE
SUBJECT: Quitclaim Deeds to Riverside County Flood Control and Water Conservation District for Storm Drainage Easements
Associated with Romoland Master Drainage Plan Line A-3, Stages 4 and 5
MEETING DATE: June 5, 2024
TO: Mayor and City Council
PREPARED BY: Chet Robinson, Principal Engineer
REVIEWED BY: Nick Fidler, Public Works Director
APPROVED BY: Armando G. Villa, City Manager
-------------------------------------------------------------------------------------------------------------------------------

RECOMMENDED ACTION

1. Approve and authorize the City Manager, or designee, to execute Quitclaim Deeds for storm drain easements to Riverside County Flood Control and Water Conservation District for Romoland Master Drainage Plan, Line A-3, Stages 4 and 5, for the segment of Line A-3, located parallel to Varela Lane, between Malone Avenue and Palomar Road.

DISCUSSION
The Riverside County Flood Control and Water Conservation District (“District”) is currently in the final stages of design for a project to construct, and operate flood control facilities that are part of the Romoland Master Drainage Plan (MDP) - Line A. The proposed facilities would provide flood protection for residents, business owners, and future development in the Romoland area and reduce the Federal Emergency Management Agency (FEMA) floodplain limits along the vicinity of main Line A. The District is currently nearing completion of design for a segment of the facilities known as Line A-3, Stages 4 and 5 (“Project”) that are planned for construction within the City of Menifee. This Project is a planned open channel flow conveyance reducing the potential for local flooding in the area and is generally parallel to Varela Lane, between Malone Avenue and Palomar Road, as depicted in the attached Project Location Map.

On January 17, 2024, the City Council approved and authorized the City Manager to enter into a cooperative agreement with the District for the construction, ownership, operation, and maintenance of the Project. With the District nearing Project design completion, segments of City storm drain right-of-way (ROW) must now be quitclaimed to the District to allow for construction to occur and to provide the District access for ongoing future maintenance of the storm drain facilities. There are several previously recorded documents which dedicated ROW on private Item Title: 10.13
Quitclaim

Deeds

Riverside

County

Flood

Control

and

Water

Conservation

District

for

Storm

Drainage

Easements
Associated with Romoland Master Drainage Plan Line A-3, Stages 4 and 5 Item Page Number: 1

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June 5, 2024
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388 of 1108

City of Menifee Staff Report
Storm Drain Easements – RCFC Line A-3, Stages 4 & 5
June 5, 2024

Page 2 of 2 ends

2 1
1 9
property to the County of Riverside (“County”) for storm drain purposes prior to the City’s incorporation. As the County’s successor to these dedications, the City must now transfer these ROW locations to the District to allow the District to construct the Project.

The proposed quitclaim documents apply to irrevocable offers of dedication that were accepted by the County on behalf of the District for MDP Line A-3, stages 4 and 5. The previously recorded documents to be quitclaimed for the Project include:

1. Document No. 2007-0269612 recorded April 20, 2007, in its entirety

2. Document No. 2007-0055216 recorded January 24, 2007, in its entirety

3. A Portion of ROW included in Document No. 2006-0445942 recorded June 21, 2006

4. A Portion of ROW included in Document No. 2007-0202655 recorded March 26, 2007 The completion of these flood control facilities requires that City Council action be taken to convey the necessary ROW to the District for the channel construction. The District has requested that the City convey the ROW for these drainage facilities by means of the attached quitclaim deeds.

If approved, two of the proposed quitclaim deeds would transfer the entirety of their associated ROW to the County. The third proposed quitclaim deed would transfer portions of item Nos. 3 and 4 referenced above in addition to a drainage ROW segment at Cumming Avenue as shown on the attached Legal and Plat to the quitclaim deed. Upon City Council approval, the attached quitclaim deeds would be executed and forwarded to the County for acceptance and recordation.

It is important to note that approval of the attached quitclaims would not eliminate, or reduce, current City street ROW.

STRATEGIC PLAN OBJECTIVE
Safe and Vibrant Community

FISCAL IMPACT
There is no fiscal impact associated with approval of this item. The District would construct Line A-3 in accordance with the Romoland MDP at their own cost. Upon completion of the Project, the District and the City would share responsibility for the operation and maintenance of the drainage facilities as identified in the Cooperative Agreement previously approved by City Council. Costs associated with the maintenance of designated City facilities would be established in future fiscal year operating budgets.

ATTACHMENTS

1. Project Location Map

2. Quitclaim Deed for Document No. 2007-0269612

3. Quitclaim Deed for Document No. 2007-0055216

4. Quitclaim Deed for Portions of Cumming Avenue
Item Title: 10.13
Quitclaim

Deeds

Riverside

County

Flood

Control

and

Water

Conservation

District

for

Storm

Drainage

Easements
Associated with Romoland Master Drainage Plan Line A-3, Stages 4 and 5 Item Page Number: 2

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June 5, 2024
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389 of 1108

·|}þ74

MATTHEWS RD

ALICANTE DR

JUNIPERO RD

MALAGA RD

MENIFEE RD

PALOMAR RD
SH-74

WATSON RD
Rom
oland M
DP
Line A-3,
Stages 2 & 3
Romoland MDP Line
A-3, Stages 4 & 5
Project No.

Engineer
·|}þ62
·|}þ195·|}þ371
·|}þ60
·|}þ79
·|}þ86
·|}þ91
·|}þ243
·|}þ111
·|}þ74
§¨¦
215§¨¦
15 §¨¦
10 Date Created

RIVERSIDE COUNTY FLOOD CONTROL & WATER CONSERVATION DISTRICT Romoland MDP Line A-3, Stages 4 & 5
6/29/2022
Description
.

Legend
CIP Facilities Under Construction
Un-budgeted District Facilities
FEMA Floodplain

VICINITY MAP
Supervisorial District
(get it from the budget book)
5 4-8-00431
0 1,200600
Feet
E. Anguelov
This District-led project will follow the
construction of Stages 2 and 3. Stages 4
and 5 will complete the Line A-3 storm drain
system east along Varela Lane from Palomar
Road to Malone Avenue. The project will
collect water north of Varela Lane and
convey it west along Varela Lane in an open
channel from the upstream end of Malone
Ave to Menifee Road. Water is conveyed in
an underground storm drain across Menifee
Road to the downstream connection with
Stage 3 on Palomar Road. The total length of
these two stages is approximately 6,510
lineal feet of underground reinforced
concrete box/pipe and open channel. Once
the entire Line A-3 is completed, the system
will help protect properties located along
Varela Lane and east of Palomar Road.

Project Location
Romoland MDP Line A-3, Stages 4 & 5
Line A-3a
Line A-3d

CUMMING AVE

MALONE AVE
Item Title: 10.13
Quitclaim

Deeds

Riverside

County

Flood

Control

and

Water

Conservation

District

for

Storm

Drainage

Easements

Associated

with

Romoland

Master

Drainage

Plan

Line

A-
3, Stages 4 and 5
Item Page Number: 3

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June 5, 2024
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242843
Recorded at request of, and return to:

Riverside County Flood Control and
Water Conservation District
1995 Market Street
Riverside, California 92501
NO FEE (GOV. CODE 6103)
SP

ACE ABOVE THIS LINE FOR RECORDER'S USE
ROMOLAND MDP – LINE A-3 STG 4 & 5 The undersigned grantor(s) declare(s) Project No. 4-0-00431-04 DDT: - 0 - THE CONVEYANCE IS TO A GOVERNMENTAL MAP OF ROMOLA No. 5 ENTITY OR POLITICAL SUBDIVISION R&T 11922

QUITCLAIM DEED
FOR VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, the CITY OF MENIFEE, a California corporation, does hereby remise, release, and forever quitclaim to RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT, a body politic , all right, title and interest in and to the land described in the Irrevocable Offer of Dedication recorded April 20, 2007, No. 2007-0269612 Official Records of Riverside County. For flood control purposes and the construction and maintenance of drainage facilities situated in the City of Menifee, County of Riverside, State of California:

As
legally described and depicted on Dedication No. 2007 -0269612 attached hereto and made a part hereof.

CITY OF MENIFEE, a California corporation:

Date:

ATTESTS:

EPHANIE ROSEEN,
Acting Clerk to the City of
Menifee
By:

NICK FIDLER
Public Works Director
By: Acting City Clerk (SEAL)
Item Title: 10.13
Quitclaim

Deeds

Riverside

County

Flood

Control

and

Water

Conservation

District

for

Storm

Drainage

Easements
Associated with Romoland Master Drainage Plan Line A-3, Stages 4 and 5 Item Page Number: 4

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June 5, 2024
Page
391 of 1108

Item Title: 10.13
Quitclaim

Deeds

Riverside

County

Flood

Control

and

Water

Conservation

District

for

Storm

Drainage

Easements
Associated with Romoland Master Drainage Plan Line A-3, Stages 4 and 5 Item Page Number: 5

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June 5, 2024
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Item Title: 10.13
Quitclaim

Deeds

Riverside

County

Flood

Control

and

Water

Conservation

District

for

Storm

Drainage

Easements
Associated with Romoland Master Drainage Plan Line A-3, Stages 4 and 5 Item Page Number: 6

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June 5, 2024
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393 of 1108

Item Title: 10.13
Quitclaim

Deeds

Riverside

County

Flood

Control

and

Water

Conservation

District

for

Storm

Drainage

Easements
Associated with Romoland Master Drainage Plan Line A-3, Stages 4 and 5 Item Page Number: 7

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June 5, 2024
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394 of 1108

Item Title: 10.13
Quitclaim

Deeds

Riverside

County

Flood

Control

and

Water

Conservation

District

for

Storm

Drainage

Easements
Associated with Romoland Master Drainage Plan Line A-3, Stages 4 and 5 Item Page Number: 8

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June 5, 2024
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395 of 1108

Item Title: 10.13
Quitclaim

Deeds

Riverside

County

Flood

Control

and

Water

Conservation

District

for

Storm

Drainage

Easements
Associated with Romoland Master Drainage Plan Line A-3, Stages 4 and 5 Item Page Number: 9

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June 5, 2024
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396 of 1108

Item Title: 10.13
Quitclaim

Deeds

Riverside

County

Flood

Control

and

Water

Conservation

District

for

Storm

Drainage

Easements
Associated with Romoland Master Drainage Plan Line A-3, Stages 4 and 5 Item Page Number: 10

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CERTIFICATE OF ACCEPTANCE

This is to certify that the interest in real property conveyed by the Quitclaim Deed, dated __________________, 2024, from the CITY OF MENIFEE, ("Grantor") to RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT , a body corporate and politic, ("Grantee") is hereby accepted by the undersigned officer on behalf of the Board of Supervisors of the Riverside County Flood Control and Water Conservation District pursuant to authority conferred by Resolution No. 474 of the Board of Supervisors adopted on May 12, 1961, and the Grantee consents to the recordation thereof by its duly authorized officer.

RIVERSIDE COUNTY FLOOD CONTROL

AND WATER CONSERVATION DISTRICT

Date: _____________________ By: ____________________________________

JASON E. UHLEY
General Manager-Chief Engineer

Project: Romoland MDP Line A-3
Project No. 4-0-00431

Item Title: 10.13
Quitclaim

Deeds

Riverside

County

Flood

Control

and

Water

Conservation

District

for

Storm

Drainage

Easements
Associated with Romoland Master Drainage Plan Line A-3, Stages 4 and 5 Item Page Number: 11

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242843
Recorded at request of, and return to:

Riverside County Flood Control and
Water Conservation District
1995 Market Street
Riverside, California 92501
NO FEE (GOV. CODE 6103)
SP

QUITCLAIM DEED
FOR VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, the CITY OF MENIFEE, a California corporation, does hereby remise, release, and forever quitclaim to RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT, a body politic , all right, title and interest in and to the land described in the Irrevocable Offer of Dedication recorded January 24, 2007, No. 2007- 0055216 Official Records of Riverside County. For flood control purposes and the construction and maintenance of drainage facilities situated in the City of Menifee, County of Riverside, State of California:

As
legally described and depicted on Dedication No. 2007 -0055216 attached hereto and made a part hereof.

CITY OF MENIFEE, a California corporation:

Date:

ATTESTS:

EPHANIE ROSEEN,
Acting Clerk to the City of
Menifee
By:

NICK FIDLER,
Public Works Director
By: Acting City Clerk (SEAL)
Item Title: 10.13
Quitclaim

Deeds

Riverside

County

Flood

Control

and

Water

Conservation

District

for

Storm

Drainage

Easements
Associated with Romoland Master Drainage Plan Line A-3, Stages 4 and 5 Item Page Number: 12

Menifee Mayor and City Council
June 5, 2024
Page
399 of 1108

Item Title: 10.13
Quitclaim

Deeds

Riverside

County

Flood

Control

and

Water

Conservation

District

for

Storm

Drainage

Easements
Associated with Romoland Master Drainage Plan Line A-3, Stages 4 and 5 Item Page Number: 13

Menifee Mayor and City Council
June 5, 2024
Page
400 of 1108

Item Title: 10.13
Quitclaim

Deeds

Riverside

County

Flood

Control

and

Water

Conservation

District

for

Storm

Drainage

Easements
Associated with Romoland Master Drainage Plan Line A-3, Stages 4 and 5 Item Page Number: 14

Menifee Mayor and City Council
June 5, 2024
Page
401 of 1108

Item Title: 10.13
Quitclaim

Deeds

Riverside

County

Flood

Control

and

Water

Conservation

District

for

Storm

Drainage

Easements
Associated with Romoland Master Drainage Plan Line A-3, Stages 4 and 5 Item Page Number: 15

Menifee Mayor and City Council
June 5, 2024
Page
402 of 1108

Item Title: 10.13
Quitclaim

Deeds

Riverside

County

Flood

Control

and

Water

Conservation

District

for

Storm

Drainage

Easements
Associated with Romoland Master Drainage Plan Line A-3, Stages 4 and 5 Item Page Number: 16

Menifee Mayor and City Council
June 5, 2024
Page
403 of 1108

Item Title: 10.13
Quitclaim

Deeds

Riverside

County

Flood

Control

and

Water

Conservation

District

for

Storm

Drainage

Easements
Associated with Romoland Master Drainage Plan Line A-3, Stages 4 and 5 Item Page Number: 17

Menifee Mayor and City Council
June 5, 2024
Page
404 of 1108

Item Title: 10.13
Quitclaim

Deeds

Riverside

County

Flood

Control

and

Water

Conservation

District

for

Storm

Drainage

Easements
Associated with Romoland Master Drainage Plan Line A-3, Stages 4 and 5 Item Page Number: 18

Menifee Mayor and City Council
June 5, 2024
Page
405 of 1108

Item Title: 10.13
Quitclaim

Deeds

Riverside

County

Flood

Control

and

Water

Conservation

District

for

Storm

Drainage

Easements
Associated with Romoland Master Drainage Plan Line A-3, Stages 4 and 5 Item Page Number: 19

Menifee Mayor and City Council
June 5, 2024
Page
406 of 1108

Item Title: 10.13
Quitclaim

Deeds

Riverside

County

Flood

Control

and

Water

Conservation

District

for

Storm

Drainage

Easements
Associated with Romoland Master Drainage Plan Line A-3, Stages 4 and 5 Item Page Number: 20

Menifee Mayor and City Council
June 5, 2024
Page
407 of 1108

Item Title: 10.13
Quitclaim

Deeds

Riverside

County

Flood

Control

and

Water

Conservation

District

for

Storm

Drainage

Easements
Associated with Romoland Master Drainage Plan Line A-3, Stages 4 and 5 Item Page Number: 21

Menifee Mayor and City Council
June 5, 2024
Page
408 of 1108

Item Title: 10.13
Quitclaim

Deeds

Riverside

County

Flood

Control

and

Water

Conservation

District

for

Storm

Drainage

Easements
Associated with Romoland Master Drainage Plan Line A-3, Stages 4 and 5 Item Page Number: 22

Menifee Mayor and City Council
June 5, 2024
Page
409 of 1108

Item Title: 10.13
Quitclaim

Deeds

Riverside

County

Flood

Control

and

Water

Conservation

District

for

Storm

Drainage

Easements
Associated with Romoland Master Drainage Plan Line A-3, Stages 4 and 5 Item Page Number: 23

Menifee Mayor and City Council
June 5, 2024
Page
410 of 1108

Item Title: 10.13
Quitclaim

Deeds

Riverside

County

Flood

Control

and

Water

Conservation

District

for

Storm

Drainage

Easements
Associated with Romoland Master Drainage Plan Line A-3, Stages 4 and 5 Item Page Number: 24

Menifee Mayor and City Council
June 5, 2024
Page
411 of 1108

Item Title: 10.13
Quitclaim

Deeds

Riverside

County

Flood

Control

and

Water

Conservation

District

for

Storm

Drainage

Easements
Associated with Romoland Master Drainage Plan Line A-3, Stages 4 and 5 Item Page Number: 25

Menifee Mayor and City Council
June 5, 2024
Page
412 of 1108

Item Title: 10.13
Quitclaim

Deeds

Riverside

County

Flood

Control

and

Water

Conservation

District

for

Storm

Drainage

Easements
Associated with Romoland Master Drainage Plan Line A-3, Stages 4 and 5 Item Page Number: 26

Menifee Mayor and City Council
June 5, 2024
Page
413 of 1108

CERTIFICATE OF ACCEPTANCE

RIVERSIDE COUNTY FLOOD CONTROL

AND WATER CONSERVATION DISTRICT

Date: _____________________ By: ____________________________________

JASON E. UHLEY
General Manager-Chief Engineer

Project: Romoland MDP Line A-3
Project No. 4-0-00431

Item Title: 10.13
Quitclaim

Deeds

Riverside

County

Flood

Control

and

Water

Conservation

District

for

Storm

Drainage

Easements
Associated with Romoland Master Drainage Plan Line A-3, Stages 4 and 5 Item Page Number: 27

Menifee Mayor and City Council
June 5, 2024
Page
414 of 1108

242843
Recorded at request of, and return to:

Riverside County Flood Control and
Water Conservation District
1995 Market Street
Riverside, California 92501
NO FEE (GOV. CODE 6103)
SP

QUITCLAIM DEED
FOR VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, the CITY OF MENIFEE, a California corporation, does hereby remise, release, and forever quitclaim to RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT, a body politic , all right, title and interest in and to the portion of land described in Easement Deed recorded March 26, 2007, No. 2007-0202655 Official Records of said county, together with that portion of Cumming Avenue (Lot “B”) of the Map of Romola No. 5 filed in Book 14, Pages 44 through 46, inclusive, of Maps, records of Riverside County. For flood control purposes and the construction and maintenance of drainage facilities situated in the City of Menifee, County of Riverside, State of California:

As
legally described in Exhibit “A” and depicted on Exhibit “B” attached hereto and made a part hereof.

CITY OF MENIFEE, a California corporation:

Date:

ATTESTS:

EPHANIE ROSEEN,
Acting Clerk to the City of
Menifee
By:

NICK FIDLER
Public Works Director
By: Acting City Clerk (SEAL)
Item Title: 10.13
Quitclaim

Deeds

Riverside

County

Flood

Control

and

Water

Conservation

District

for

Storm

Drainage

Easements
Associated with Romoland Master Drainage Plan Line A-3, Stages 4 and 5 Item Page Number: 28

Menifee Mayor and City Council
June 5, 2024
Page
415 of 1108

Item Title: 10.13
Quitclaim

Deeds

Riverside

County

Flood

Control

and

Water

Conservation

District

for

Storm

Drainage

Easements
Associated with Romoland Master Drainage Plan Line A-3, Stages 4 and 5 Item Page Number: 29

Menifee Mayor and City Council
June 5, 2024
Page
416 of 1108

Item Title: 10.13
Quitclaim

Deeds

Riverside

County

Flood

Control

and

Water

Conservation

District

for

Storm

Drainage

Easements
Associated with Romoland Master Drainage Plan Line A-3, Stages 4 and 5 Item Page Number: 30

Menifee Mayor and City Council
June 5, 2024
Page
417 of 1108

Item Title: 10.13
Quitclaim

Deeds

Riverside

County

Flood

Control

and

Water

Conservation

District

for

Storm

Drainage

Easements
Associated with Romoland Master Drainage Plan Line A-3, Stages 4 and 5 Item Page Number: 31

Menifee Mayor and City Council
June 5, 2024
Page
418 of 1108

CERTIFICATE OF ACCEPTANCE
T
his is to certify that the interest in real property conveyed by the Quitclaim Deed, dated __________________, 2024, from the CITY OF MENIFEE, ("Grantor") to RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT , a body corporate and politic, ("Grantee") is hereby accepted by the undersigned officer on behalf of the Board of Supervisors of the Riverside County Flood Control and Water Conservation District pursuant to authority conferred by Resolution No. 474 of the Board of Supervisors adopted on May 12, 1961, and the Grantee consents to the recordation thereof by its duly authorized officer.

RIVERSIDE COUNTY FLOOD CONTROL

AND WATER CONSERVATION DISTRICT
Date: _____________________ By: ____________________________________ J ASON E. UHLEY
General Manager-Chief Engineer
P
roject: Romoland MDP Line A-3
Project No. 4-0-00431
Item Title: 10.13
Quitclaim

Deeds

Riverside

County

Flood

Control

and

Water

Conservation

District

for

Storm

Drainage

Easements
Associated with Romoland Master Drainage Plan Line A-3, Stages 4 and 5 Item Page Number: 32

Menifee Mayor and City Council
June 5, 2024
Page
419 of 1108

CITY OF MENIFEE
SUBJECT: Public Improvement Agreement and Bonds for Tract Map No. 37358, Pacific Parkview, by Cal-Equity, LP
MEETING DATE: June 5, 2024
TO: Mayor and City Council
PREPARED BY: Chet Robinson, Principal Engineer
REVIEWED BY: Nick Fidler, Public Works Director
APPROVED BY: Armando G. Villa, City Manager
-------------------------------------------------------------------------------------------------------------------------------

RECOMMENDED ACTION

1. Approve and authorize the City Manager to execute a Public Improvement Agreement to guarantee the completion of required public improvements within the City of Menifee associated with Tract Map No. 37358, located north of Mapes Road and west of Antelope Road in unincorporated Riverside County.

DISCUSSION
Tract Map 37358 (TM37358), also known as Pacific Parkview (“Project”), is a residential development located within the unincorporated area of the Riverside County that borders the city limits of Menifee. The Project consists of the development of 156 lots for residential homes and is conditioned to construct improvements to the Project frontage along Mapes Road and Antelope Road. While the residential development falls outside the City limits, the offsite improvements on Mapes Road extend into the City limits. As such, the Project has been conditioned by the City to enter into a public improvement agreement and provide street and drainage securities to ensure the Project improvements occurring within the City are constructed in a timely manner and meet the City’s roadway construction standards.

Cal-Equity, LP, a California Limited Partnership and a subsidiary of Pacific Communities (“Developer”), is now requesting approval of the Public Improvement Agreement (“PIA”) as required by the Project’s conditions of approval. The PIA requires that improvement securities are posted to guarantee the completion of the required improvements within 24 months from the City Council approval date of the agreement.

Staff has reviewed the Developer’s request and determined that the PIA meets the requirements of the City for work within the City’s right-of-way. A summary of the bonds being posted to guarantee the required improvements is shown in Table1 on the following page.

Item Title: 10.14
Public Improvement Agreement and Bonds for Tract Map No. 37358, Pacific Parkview, by Cal-Equity, LP Item Page Number: 1

Menifee Mayor and City Council
June 5, 2024
Page
420 of 1108

City of Menifee Staff Report
Public Improvement Agreement TM 37358
June 5, 2024

Page 2 of 2 ends

2 1
8 6
TABLE 1- TM37358 - OFFSITE IMPROVEMENT SECURITIES
Improvement Security Faithful Performance Labor & Materials Streets and Drainage 4466679 $ 355,500 $ 177,750
Total $ 355,500 $ 177,750

STRATEGIC PLAN OBJECTIVE
Safe and Vibrant Community

FISCAL IMPACT
There is no fiscal impact associated with the recommended action. The Developer has paid all necessary fees and deposits associated with the review of TM37358.

ATTACHMENTS

1. Project Map

2. Agreement

3. Bond
Item Title: 10.14
Public Improvement Agreement and Bonds for Tract Map No. 37358, Pacific Parkview, by Cal-Equity, LP Item Page Number: 2

Menifee Mayor and City Council
June 5, 2024
Page
421 of 1108

PROJECT MAP
N

MAPES ROAD

ANTELOPE ROAD

CITY OF MENIFEE

IMPROVEMENTS

COUNTY OF

RIVERSIDE

IMPROVEMENTS

CITY OF MENIFEE

IMPROVEMENTS
Item Title: 10.14
Public Improvement Agreement and Bonds for Tract Map No. 37358, Pacific Parkview, by Cal-Equity, LP Item Page Number: 3

Menifee Mayor and City Council
June 5, 2024
Page
422 of 1108

Item Title: 10.14
Public Improvement Agreement and Bonds for Tract Map No. 37358, Pacific Parkview, by Cal-Equity, LP Item Page Number: 4

Menifee Mayor and City Council
June 5, 2024
Page
423 of 1108

Item Title: 10.14
Public Improvement Agreement and Bonds for Tract Map No. 37358, Pacific Parkview, by Cal-Equity, LP Item Page Number: 5

Menifee Mayor and City Council
June 5, 2024
Page
424 of 1108

Item Title: 10.14
Public Improvement Agreement and Bonds for Tract Map No. 37358, Pacific Parkview, by Cal-Equity, LP Item Page Number: 6

Menifee Mayor and City Council
June 5, 2024
Page
425 of 1108

Item Title: 10.14
Public Improvement Agreement and Bonds for Tract Map No. 37358, Pacific Parkview, by Cal-Equity, LP Item Page Number: 7

Menifee Mayor and City Council
June 5, 2024
Page
426 of 1108

IN WITNESS WHEREOF, Developer has affixed his name, address and seal.

Dated: _______ , 2024
Dated: 2024 ______ ___,

CITY OF MENIFEE
By: ____________ _
Armando G. Villa, City Manager
ATTEST:

By:-----------
Stephanie Roseen, Acting City Clerk
By: Cal-Equity, LP
ng, Authorized Signer

CITY OF MENIFEE
By:------------
Nick Fidler, Public Works Director
APPROVED AS TO FORM:

By:-----------
Jeffrey T. Melching, City Attorney

SIGNATURES OF DEVELOPER MUST BE ACKNOWLEDGED BY NOTARY
Item Title: 10.14
Public Improvement Agreement and Bonds for Tract Map No. 37358, Pacific Parkview, by Cal-Equity, LP Item Page Number: 8

Menifee Mayor and City Council
June 5, 2024
Page
427 of 1108

Item Title: 10.14
Public Improvement Agreement and Bonds for Tract Map No. 37358, Pacific Parkview, by Cal-Equity, LP Item Page Number: 9

Menifee Mayor and City Council
June 5, 2024
Page
428 of 1108

Item Title: 10.14
Public Improvement Agreement and Bonds for Tract Map No. 37358, Pacific Parkview, by Cal-Equity, LP Item Page Number: 10

Menifee Mayor and City Council
June 5, 2024
Page
429 of 1108

Item Title: 10.14
Public Improvement Agreement and Bonds for Tract Map No. 37358, Pacific Parkview, by Cal-Equity, LP Item Page Number: 11

Menifee Mayor and City Council
June 5, 2024
Page
430 of 1108

Item Title: 10.14
Public Improvement Agreement and Bonds for Tract Map No. 37358, Pacific Parkview, by Cal-Equity, LP Item Page Number: 12

Menifee Mayor and City Council
June 5, 2024
Page
431 of 1108

Item Title: 10.14
Public Improvement Agreement and Bonds for Tract Map No. 37358, Pacific Parkview, by Cal-Equity, LP Item Page Number: 13

Menifee Mayor and City Council
June 5, 2024
Page
432 of 1108

Item Title: 10.14
Public Improvement Agreement and Bonds for Tract Map No. 37358, Pacific Parkview, by Cal-Equity, LP Item Page Number: 14

Menifee Mayor and City Council
June 5, 2024
Page
433 of 1108

Item Title: 10.14
Public Improvement Agreement and Bonds for Tract Map No. 37358, Pacific Parkview, by Cal-Equity, LP Item Page Number: 15

Menifee Mayor and City Council
June 5, 2024
Page
434 of 1108

Item Title: 10.14
Public Improvement Agreement and Bonds for Tract Map No. 37358, Pacific Parkview, by Cal-Equity, LP Item Page Number: 16

Menifee Mayor and City Council
June 5, 2024
Page
435 of 1108

Item Title: 10.14
Public Improvement Agreement and Bonds for Tract Map No. 37358, Pacific Parkview, by Cal-Equity, LP Item Page Number: 17

Menifee Mayor and City Council
June 5, 2024
Page
436 of 1108

Item Title: 10.14
Public Improvement Agreement and Bonds for Tract Map No. 37358, Pacific Parkview, by Cal-Equity, LP Item Page Number: 18

Menifee Mayor and City Council
June 5, 2024
Page
437 of 1108

Item Title: 10.14
Public Improvement Agreement and Bonds for Tract Map No. 37358, Pacific Parkview, by Cal-Equity, LP Item Page Number: 19

Menifee Mayor and City Council
June 5, 2024
Page
438 of 1108

Item Title: 10.14
Public Improvement Agreement and Bonds for Tract Map No. 37358, Pacific Parkview, by Cal-Equity, LP Item Page Number: 20

Menifee Mayor and City Council
June 5, 2024
Page
439 of 1108

Item Title: 10.14
Public Improvement Agreement and Bonds for Tract Map No. 37358, Pacific Parkview, by Cal-Equity, LP Item Page Number: 21

Menifee Mayor and City Council
June 5, 2024
Page
440 of 1108

CITY OF MENIFEE
SUBJECT: Acceptance of Public Improvements and 90% Release of Security for Tract Map 36485-7, Audie Murphy Ranch, by
Sutter Mitland 01, LLC
MEETING DATE: June 5, 2024
TO: Mayor and City Council
PREPARED BY: Chet Robinson, Principal Engineer
REVIEWED BY: Nick Fidler, Public Works Director
APPROVED BY: Armando G. Villa, City Manager
-------------------------------------------------------------------------------------------------------------------------------

RECOMMENDED ACTION

1. Accept the public improvements for streets, drainage, water, recycled water, sewer system, and survey monuments for Tract Map 36485-7, Audie Murphy Ranch, located west of Urtica Court and north of Winter Circle; and

2. Authorize the City Engineer to release 90% of the posted securities per the City’s standard policies.

DISCUSSION
Sutter Mitland 01, LLC is the developer of Audie Murphy Ranch (AMR) Tract 36485-7, a subdivision of 28.51 gross acres into 72 lots for residential purposes. The tract is located west of Urtica Court and north of Winter Circle, as depicted in the attached project map. As part of the development requirements, Sutter Mitland 01, LLC (“Developer”), constructed streets, drainage, water, sewer system improvements and installed survey monuments.

The Developer has now completed construction of these facilities and is requesting acceptance of the completed improvements into the City’s maintenance system. Staff has inspected the completed improvements, determined that the improvements have been constructed in accordance with City specifications and standards, and verified that all project conditions of approval have been met to release the faithful performance security and labor and materials security in accordance with City policy. A 10% warranty security would be held for a period of one year in accordance with the City Municipal Code. The original posted securities for the improvements and the monuments are listed in Table 1 and Table 2 on the following page.

Item Title: 10.15
Acceptance

Public

Improvements

and

90%

Release

Security

for

Tract

Map

36485-7,

Audie

Murphy

Ranch,

Sutter
Mitland 01, LLC
Item Page Number: 1

Menifee Mayor and City Council
June 5, 2024
Page
441 of 1108

City of Menifee Staff Report
Public Improvements Tract Map 36485-7
June 5, 2024

Page 2 of 2 ends

2 1
5 0
TABLE 1 - ORIGINAL POSTED SECURITY IMPROVEMENTS
Improvement Security No.

Performance / Material
Faithful
Performance
Material and
Labor
Streets/Drainage TM5207442 $ 2,530,000 $ 1,265,000
Water System TM5207442 $ 507,500 $ 253,750
Recycled Water System TM5207442 $ 8,500 $ 4,250 Sewer System TM5207442 $ 421,000 $ 210,500
Total $ 3,467,000 $ 1,733,500
TABLE 2 - ORIGINAL POSTED SECURITY MONUMENT IMPROVEMENTS Improvement Security No. Monument Bond
Survey Monuments 30027016 $ 91,080
Total $ 91,080

STRATEGIC PLAN OBJECTIVE
Safe and Vibrant Community

FISCAL IMPACT
There is no fiscal impact associated with the recommended action. The developer has paid all necessary fees and deposits to cover the costs of the required inspection of the completed improvements. Ongoing maintenance costs for the improvements would be supported through approved Fiscal Year 2023/2024 and 2024/25 operating budgets in Community Facilities District (CFD) 2012-1.

ATTACHMENTS

1. Project Map

2. Agreement – Streets and Drainage

3. Agreement – Water System

4. Agreement – Recycle Water System

5. Agreement – Sewer System

6. Bond - Improvements

7. Agreement – Monuments

8. Bond – Monuments
Item Title: 10.15
Acceptance

Public

Improvements

and

90%

Release

Security

for

Tract

Map

36485-7,

Audie

Murphy

Ranch,

Sutter
Mitland 01, LLC
Item Page Number: 2

Menifee Mayor and City Council
June 5, 2024
Page
442 of 1108

Item Title: 10.15
Acceptance of Public Improvements and 90% Release of Security for Tract Map 36485-7, Audie Murphy Ranch, by Sutter Mitland 01, LLC Item Page Number: 3

Menifee Mayor and City Council
June 5, 2024
Page
443 of 1108

Item Title: 10.15
Acceptance

Public

Improvements

and

90%

Release

Security

for

Tract

Map

36485-7,

Audie

Murphy

Ranch,

Sutter
Mitland 01, LLC
Item Page Number: 4

Menifee Mayor and City Council
June 5, 2024
Page
444 of 1108

Item Title: 10.15
Acceptance

Public

Improvements

and

90%

Release

Security

for

Tract

Map

36485-7,

Audie

Murphy

Ranch,

Sutter
Mitland 01, LLC
Item Page Number: 5

Menifee Mayor and City Council
June 5, 2024
Page
445 of 1108

Item Title: 10.15
Acceptance

Public

Improvements

and

90%

Release

Security

for

Tract

Map

36485-7,

Audie

Murphy

Ranch,

Sutter
Mitland 01, LLC
Item Page Number: 6

Menifee Mayor and City Council
June 5, 2024
Page
446 of 1108

Item Title: 10.15
Acceptance

Public

Improvements

and

90%

Release

Security

for

Tract

Map

36485-7,

Audie

Murphy

Ranch,

Sutter
Mitland 01, LLC
Item Page Number: 7

Menifee Mayor and City Council
June 5, 2024
Page
447 of 1108

Item Title: 10.15
Acceptance

Public

Improvements

and

90%

Release

Security

for

Tract

Map

36485-7,

Audie

Murphy

Ranch,

Sutter
Mitland 01, LLC
Item Page Number: 8

Menifee Mayor and City Council
June 5, 2024
Page
448 of 1108

Item Title: 10.15
Acceptance

Public

Improvements

and

90%

Release

Security

for

Tract

Map

36485-7,

Audie

Murphy

Ranch,

Sutter
Mitland 01, LLC
Item Page Number: 9

Menifee Mayor and City Council
June 5, 2024
Page
449 of 1108

Item Title: 10.15
Acceptance

Public

Improvements

and

90%

Release

Security

for

Tract

Map

36485-7,

Audie

Murphy

Ranch,

Sutter
Mitland 01, LLC
Item Page Number: 10

Menifee Mayor and City Council
June 5, 2024
Page
450 of 1108

Item Title: 10.15
Acceptance

Public

Improvements

and

90%

Release

Security

for

Tract

Map

36485-7,

Audie

Murphy

Ranch,

Sutter
Mitland 01, LLC
Item Page Number: 11

Menifee Mayor and City Council
June 5, 2024
Page
451 of 1108

Item Title: 10.15
Acceptance

Public

Improvements

and

90%

Release

Security

for

Tract

Map

36485-7,

Audie

Murphy

Ranch,

Sutter
Mitland 01, LLC
Item Page Number: 12

Menifee Mayor and City Council
June 5, 2024
Page
452 of 1108

Item Title: 10.15
Acceptance

Public

Improvements

and

90%

Release

Security

for

Tract

Map

36485-7,

Audie

Murphy

Ranch,

Sutter
Mitland 01, LLC
Item Page Number: 13

Menifee Mayor and City Council
June 5, 2024
Page
453 of 1108

Item Title: 10.15
Acceptance

Public

Improvements

and

90%

Release

Security

for

Tract

Map

36485-7,

Audie

Murphy

Ranch,

Sutter
Mitland 01, LLC
Item Page Number: 14

Menifee Mayor and City Council
June 5, 2024
Page
454 of 1108

Item Title: 10.15
Acceptance

Public

Improvements

and

90%

Release

Security

for

Tract

Map

36485-7,

Audie

Murphy

Ranch,

Sutter
Mitland 01, LLC
Item Page Number: 15

Menifee Mayor and City Council
June 5, 2024
Page
455 of 1108

Item Title: 10.15
Acceptance

Public

Improvements

and

90%

Release

Security

for

Tract

Map

36485-7,

Audie

Murphy

Ranch,

Sutter
Mitland 01, LLC
Item Page Number: 16

Menifee Mayor and City Council
June 5, 2024
Page
456 of 1108

Item Title: 10.15
Acceptance

Public

Improvements

and

90%

Release

Security

for

Tract

Map

36485-7,

Audie

Murphy

Ranch,

Sutter
Mitland 01, LLC
Item Page Number: 17

Menifee Mayor and City Council
June 5, 2024
Page
457 of 1108

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CITY OF MENIFEE
SUBJECT: Public Nuisance Declaration for the Krikorian Entertainment Complex Property
MEETING DATE: June 5, 2024
TO: Mayor and City Council
PREPARED BY: Cheryl Kitzerow, Community Development Director REVIEWED BY: Cheryl Kitzerow, Community Development Director APPROVED BY: Armando G. Villa, City Manager
-------------------------------------------------------------------------------------------------------------------------------

RECOMMENDED ACTION

1. Adopt a resolution finding and declaring conditions present at Krikorian Entertainment Complex Property, located at 27387, 27459, and 27483 Newport Road, to be a public nuisance and ordering the abatement thereof.

DISCUSSION
The Krikorian Entertainment Complex is located at 27387, 27459, and 27483 Newport Road (“Property”). The site consists of three partially completed commercial structures – one retail framed shell building, one burned retail building with only remaining foundation/posts, and one partially constructed movie theatre building. The City has been involved with Code Enforcement issues relating to the Property since September 1, 2021, when the Property was found to be in non-compliance for lack of development standards, graffiti, and overgrown vegetation. On June 2, 2023, all City issued permits for the Property were deemed expired for lack of on-going construction progress. On October 12, 2023, City Code Enforcement inspected the Property and issued Showprop Menifee De, LLC (“Owner”) a Notice of Intent to Abate Public Nuisance (“Notice”) relating to 27387 Newport Road (theatre building). The Owner appealed said Notice.

On November 29, 2023, City Code Enforcement inspected the Property and issued the Owner a Notice relating to 27459 and 27483 Newport Road (other retail building/foundation). The Owner did not appeal said Notice and the time to perfect the appeal has elapsed. On February 12, 2024, an Administrative Hearing took place on the Owner’s appeal of the Notice relating to 27387 Newport Road (theatre building) and on February 26, 2024, the hearing officer denied the Owner’s appeal and upheld the Notice.

Due to the public nuisance and the length of time that the existing construction has been exposed to the elements, on April 25, 2024, a comprehensive inspection of the Property (pursuant to an approved Inspection Warrant issued by the Court on April 17, 2024) was performed by a team of Item Title: 11.1
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Structural Engineers, City Fire Inspectors, and other construction specialists to fully assess the fire, life safety, environmental and health hazards at the Property. The inspection was necessary in order to determine the extent and scope of the substandard conditions on the Property and what further enforcement action it should take to ensure the safety of community. The findings in the report reveal that a number of substandard conditions require attention with respect to the theater structures, including each of the following: (1) Insulated Concrete Form (ICF) Blocks have been exposed to the elements for four years, which exceeds the manufacturer’s specifications of three months and which therefore triggers a recertification requirement for those blocks that have yet to be installed to determine compliance with the applicable regulations that establish the standard for minimum levels of plumbness and tolerances for structural concrete; (2) exposed steel, anchor bolts, and embedment plates require third-party recertification to ensure that tolerances are still within design compliance; (3) poured in place beams indicated a “cold joint” triggering the requirement for testing and recertification for structural integrity and design loads; (4) holding water observed in auditorium one and three which triggers the requirement for additional testing for slab absorption and concrete design; (5) temporary wall bracing requires testing for lateral strength; and (6) ICF blocks located above the second lift must be removed for inspection purposes to verify adequate structural integrity of existing vertical rebar along with plumbness consistent with applicable regulations.

With respect to the conditions of the remaining property, the report found as follows: (1) for Pad three, the floor plate may need to be replaced, and the Oriented Strand Board (OSB) Sheathing requires replacement, in addition to the requirement to recertify all glulam/engineered wood products on those remaining structures; and (2) for Pad four, the concrete curb anchor bolts/hardware will need to be replaced and the epoxy will require third party inspection, in addition to an inspection of the steel columns and the saddles connected at the top, which indicate “twisting”, and therefore necessitates a determination as to whether these columns still comply with the required design tolerances.

The conditions set forth above constitute public nuisances under each of the City’s regulations:

Menifee Municipal Code section 11.20.020(2)(a-j), (4), (5), (7), (8), (13), (14), (27), (34), (39), (40 (a, c).

Based on the results of the comprehensive inspection, the lack of progress by the property owner to both adequately secure the site and ensure public safety and address the substandard conditions on the property, and in conformance with Menifee Municipal Code Section 11.20.130, staff recommends that the City Council adopt a resolution that both declares the property a public nuisance and orders the owner to – within 30 days -- abate the nuisance conditions by (1) demolishing all remaining structures on the property (including foundation, etc.); (2) removing all debris and building materials, supplies, and equipment from the property; and (3) properly securing the property to ensure that unauthorized individuals cannot enter.

Under applicable law, upon the adoption of the resolution declaring the property a public nuisance, the property owner will be provided notice of the City Council’s action and additional time to remedy the violations, as set forth in the attached resolution. If the owner fails to take the required abatement action, the City will acquire jurisdiction to enter the property and abate the nuisance violations using its own forces or a contractor. To this end, staff is recommending that the City Item Title: 11.1
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Council order that if the property owner fails to take timely action to abate the nuisance conditions, staff shall be authorized to demolish the structures on the property.

STRATEGIC PLAN OBJECTIVE
Safe and Vibrant Community

FISCAL IMPACT
If the City is forced to abate the violations, staff would keep a full accounting of all costs, expenses, and fees associated with the City’s abatement and the amount of the same that is confirmed by the City Council would be recorded as a lien or special assessment against the property should the owner fail to timely reimburse the City for those costs.

ATTACHMENTS

1. Resolution

2. City Staff Inspection Report

3. 4Leaf Property Condition Assessment Report
Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 3

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RESOLUTION NO. 24-____

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF MENIFEE, CALIFORNIA,

FINDING AND DECLARING CONDITIONS PRESENT AT THE KRIKORIAN

ENTERTAINMENT COMPLEX PROPERTY TO BE A PUBLIC NUISANCE AND

ORDERING THE ABATEMENT THEREOF
WHEREAS, the Krikorian Entertainment Complex (“Project”) is located at 27387, 27459, and 27483 Newport Road and consists of three partially completed commercial structures, including one retail framed shell building, one burned retail building with only foundation/posts remaining, and one partially constructed movie theatre building (“Property”); and
WHEREAS, the Property is owned by Showprop Menifee De, LLC (“Owner”); and WHEREAS, the City has been involved with code enforcement issues relating to the Property since September 1, 2021, when the Property was found to be in non-compliance of development standards, ridden with graffiti, and not maintained consistent with landscaping standards; and WHEREAS, on June 2, 2023, the City-issued permits for the Project expired due to lack of progress; and
WHEREAS, on October 12, 2023, the City issued the Owner a Notice of Intent to Abate Public Nuisance in connection with 27387 Newport Road (theatre building) (“Theater Notice to Abate”) citing each of the following considerations which led the City to determine that the Property constituted a public nuisance: (a) degree of partial construction; (b) property constituted an attractive nuisance or otherwise posed or promoted a hazard to the health, safety, or welfare of the general public; (c) the degree of visibility of this condition from public or adjoining private real property; (d) the scope of work that was needed to abate the nuisance; (e) the lack of valid approvals, permits, or other entitlement for the partially constructed building or structure; (f) promptness with which a responsible person had applied for and obtained all required City approvals and permits in order to lawfully comply with the City’s nuisance abatement efforts; (g) failure of a responsible person to comply with other required technical code requirements, including requesting and passing required inspections in a timely manner while completing nuisance abatement actions; (h) failure to apply for extensions to any required permit or to renew an expired permit; (i) failure of a responsible person to make substantial progress in performing nuisance abatement actions under any required permit that has expired or is about to expire; and (j) delays in completing nuisance abatement actions under any required permit; and WHEREAS, the Owner timely appealed the Theater Notice to Abate; and WHEREAS, on November 29, 2023, the City issued the Owner a Notice of Intent to Abate Public Nuisance in connection with 27459 and 27483 Newport Road (other retail building/foundation) (“Retail Pad Notice to Abate”) citing each of the following considerations which led the City to determine that the Property constituted a public nuisance: (a) degree of partial construction; (b) property constituted an attractive nuisance or otherwise posed or promoted a hazard to the health, safety, or welfare of the general public; (c) the degree of visibility of this condition from public or adjoining private real property; (d) the scope of work that was needed to abate the nuisance; (e) the lack of valid approvals, permits, or other entitlement for the partially constructed building or structure; (f) promptness with which a responsible person had applied for and obtained all required City approvals and permits in order to lawfully comply with the City’s nuisance abatement efforts; (g) failure of a responsible person to comply with other required technical code requirements, including requesting and passing required inspections in a timely manner while completing nuisance abatement actions; (h) failure to apply for extensions to any required permit or to renew an expired permit; (i) failure of a responsible person to make substantial progress in performing nuisance abatement actions under any required permit that has expired or is about to expire; and (j) delays in completing nuisance abatement actions under any required permit; and Item Title: 11.1
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8 WHEREAS, the Owner did not appeal the Retail Pad Notice to Abate; and WHEREAS, on February 26, 2024, the hearing officer issued his decision on the Owner’s appeal of the Theater Notice to Abate and denied the appeal; and WHEREAS, on April 25, 2024, the City entered the Property pursuant to a Court-issued inspection warrant alongside with a team of Structural Engineers, City Fire Inspectors, and other construction specialists in order to fully assess the fire, life safety and environmental and health hazards at the Property; and
WHEREAS, the results of the inspection revealed that a number of substandard conditions require attention with respect to the theater structures, including each of the following: (1) ICF Blocks have been exposed to the elements for four (4) years, which exceeds the manufacturer’s specifications of three (3) months and which therefore triggers a recertification requirement for those blocks that have yet to be installed to determine compliance with the applicable regulations that establish the standard for minimum levels of plumbness and tolerances for structural concrete; (2) exposed steel, anchor bolts, and embedment plates require third-party recertification to ensure that tolerances are still within design compliance; (3) poured in place beams indicated a “cold joint” triggering the requirement for testing and recertification for structural integrity and design loads; (4) holding water observed in auditorium 1 and 3 which triggers the requirement for additional testing for slab absorption and concrete design; (5) temporary wall bracing requires testing for lateral strength; and (6) ICF blocks located above the second lift must be removed for inspection purposes to verify adequate structural integrity of existing vertical rebar along with plumbness consistent with applicable regulations. With respect to the conditions of the remaining property, the report found as follows: (1) for Pad 3, the floor plate may need to be replaced, and the OSB Sheathing requires replacement, in addition to the requirement to recertify all glulam/engineered wood products on those remaining structures; and (2) for Pad 4, the concrete curb anchor bolts/hardware will need to be replaced and the epoxy will require third party inspection, in addition to an inspection of the steel columns and the saddles connected at the top, which indicate “twisting”, and which therefore there necessitates a determination as to whether these columns still comply with the required design tolerances; and
WHEREAS, the conditions set forth above constitute public nuisances under each of the City’s regulations: Menifee Municipal Code section 11.20.020(2)(a-j), (4), (5), (7), (8), (13), (14), (27), (34), (39), (40 (a, c).

WHEREAS, in conformance with Menifee Municipal Code Section 11.20.130(B), staff recommends that the City Council adopt a resolution that declares the Property a public nuisance and orders the Owner to timely abate said conditions; and
WHEREAS, California Civil Code Section 3480 provides that "[a] public nuisance is one which affects at the same time an entire community or neighborhood, or any considerable number of persons, although the extent of the annoyance or damage inflicted upon individuals may be unequal"; and WHEREAS, a public hearing was held before the City Council on June 5, 2024, and all interested parties were provided notice and an opportunity to be heard on the issue of whether the conditions present at the Property constitute public nuisances.

NOW, THEREFORE, the City Council of the City of Menifee resolves as follows:

Section 1. The forgoing recitals are true and correct and the City Council so finds and determines.

Item Title: 11.1
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8 Section 2. The City Council finds and declares that the Property presents a danger to the health, property, safety, and welfare of the public and therefore constitutes a public nuisance as defined in California Civil Code Section 3480 and the Menifee Municipal Code.

Section 3. The City Council orders the owner of the Property to abate the nuisance conditions within 30 days by (1) demolishing all remaining structures on the Property (including foundations, etc.); (2) removing all debris and building materials, supplies, and equipment from the Property; and (3) properly securing the Property to ensure that unauthorized individuals cannot enter.

Section 4. A copy of this resolution of the City Council ordering the abatement of the nuisances shall be served upon the Owner of the Property. The service shall be made both by a mailing that is addressed to the Owner at the last known address of the Owner and by posting a copy on the Property. The Owner shall have the right to have the nuisances abated in accordance with this resolution and at his own expense, provided the same is completed prior to the expiration of the 30-day abatement period.

Section 5. If the nuisances are not completely abated by the owner as directed within the 30-day period, the City shall cause the same to be abated by the City personnel or private contract, and the personnel or persons under contract are expressly authorized to enter upon the premises for such purposes. The Owner of the premises shall be liable to the City for all costs of the abatement, including administrative costs.

Section 6. In accordance with the provisions of Menifee Municipal Code Sections 11.20.150-11.20.170, the City Council directs City staff to maintain an itemized account of all costs incurred by the City in abating the nuisances, including all administrative and legal costs and expenses. City staff shall submit to the City Council for confirmation an itemized written report showing the costs. The City Council may modify the report if it is deemed necessary and shall then confirm the report by motion or resolution.

Pursuant Government Code Sections 38773.1 and 38773.5, the total cost, fees, and expenses of abatement, including all administrative costs, shall constitute a lien or a special assessment against that parcel and shall be collected in accordance with applicable State and City laws.

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8 PASSED, APPROVED AND ADOPTED this 5th day of June 2024. ___________________________
Bill Zimmerman, Mayor
Attest:
___________________________
Stephanie Roseen, Acting City Clerk
Approved as to form:
___________________________
Jeffrey T. Melching, City Attorney
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Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 26

Menifee Mayor and City Council
June 5, 2024
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Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 27

Menifee Mayor and City Council
June 5, 2024
Page
513 of 1108

5140 BIRCH ST 2ND FLOOR NEWPORT BEACH CA, 92660 Phone (949) 877-9432 424 E VANDERBILT WAY STE A SAN BERNARDINO CA, 92408 Phone (909) 453-6582

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4LEAF, Inc. performed a Property Condition Assessment for 24730 Newport Road Menifee Ca Krikorian Theater, Pad 3 and 4, Property Condition Assessment consists of the scope of work defined by ASTM E2018 Standard Guide for Property Condition Assessments and in compliance with the 2022 California Building Code (CBC), 2022 California Mechanical Code (CMC), 2022 California Plumbing Code (CPC), 2022 California Electrical Code (CEC), 2022 California Energy Code (CEnC) (2022 Building Energy Efficiency Standards), 2022 California Green Building Standards Code (CALGreen), and the City of Menifee Municipal Code. 4LEAF’s team will provide information on the site conditions and construction as it currently site in relation to site safety, fire, life safety and identify conspicuous and material defects, deficiencies, items of deferred maintenance and material building code violations (individually and collectively, physical deficiencies), site construction as a result of a non-intrusive walk- around visual survey, review of available applicable documents and research. Please note that no testing of any equipment, systems or materials is included in this scope of work. 4LEAF, Inc. team that included Jay Shih PE, CBO, CASp, Joe Nicholes PE and Marcus Johnson CBO. Team arrived on site 24730 Newport Road, Menifee CA, at 7:46 am on Thursday April 25th, 2024, weather partly cloudy 53 degrees.

Site generally long un kept weeds material scattered throughout the site, three buildings abandoned in partial state of construction. Building one exterior wall constructed of ICF blocks in partial state of construction, pad 3 building frame and sheeted server weathering of wood product without being weather protected. Pad 4 building red irons standing and various condition due to fire.

Building 1 Krikorian Theater
This project was to develop a 13 screen multi-plex with stadium seating. The facility includes a large format screen auditorium, concession stand, 2 bars, bowling alley, laser tag, restroom facilities and separate party rooms. The facility is a freestanding building with insulated concrete forms (ICF) exterior wall construction.

Materials (ICF Blocks)
ICF (Fox Block) has been in the sunlight since brought on site, yellowing of different degree on all blocks all blocks produce a powdery substance to the touch, foam in most areas seem to still be pliable and has not hardened or become brittle. Storage of un-used materials and in use materials have been exposed to UV rays for longer than a three (3) month period, manufacturer recommendation is to have exterior finished installed prior to more than three (3) month of UV expose. Protection of materials from excessive UV rays is recommended per manufacturer.

Blocks have powdery film that must be removed prior to any application of exterior finishes or waterproofing membrane.

IFC blocks have been damaged in several areas creating holes and divots in the product.

Patching of areas shall be conducted per manufacturer technical bulletins and recommendation.

Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 28

Menifee Mayor and City Council
June 5, 2024
Page
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5140 BIRCH ST 2ND FLOOR NEWPORT BEACH CA, 92660 Phone (949) 877-9432 424 E VANDERBILT WAY STE A SAN BERNARDINO CA, 92408 Phone (909) 453-6582

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ICF blocks have been hit with graffiti on both the inside and outsides of the walls foam products have been dissolved by the types of spray paints used. Large section of the exterior portion of the ICF product would require patching to maintain the product R values and properties. Product listing does not provide any patching recommendations for area of these sizes.

IFC blocks have been damaged in several areas creating holes and divots in the product.

Patching of areas shall be conducted per manufacturer technical bulletins and recommendation.

In many areas this has been done, Spray foam will quickly degrade and break down when exposed to UV light from the sun. Spray foam insulation that is left uncovered outside will be subjected to a great deal of sunlight and will only last a fraction of the time outdoors and exposed. Foam used to patch on site does not look to have any fire rating property. Current patches have been exposed to the UV for extended periods of time. “Fox Block” is the manufacture of the product in use and placed onsite. All materials stored on site in open to the elements, have not been stored per the manufacture’s recommendations. All materials that are in-use are not part of a completed assembly in various stages of construction.

The “Fox Block” ICF product as they stand currently allowed for water intrusion within uncompleted wall assemblies.

Material (On-site non protected)
Embeds, post bases, steal columns roof structures etc. have been on-site for an unspecified period. These materials have been through severe weather cycles unprotected from the elements. These weather cycles can produce expansion, contraction, rust, and deterioration of all materials.

Wall Construction
Per standards of plumbness tolerances block work Fox Blocks are a modular system of stay-in- place insulating concrete. The forms interlocks as the wall are built and by using an ICF specific alignment and bracing systems, during and after concrete placement, the walls can be aligned to be plumb and straight to string lines and laser levels. When constructing the cast-in-place concrete Fox Blocks walls, the walls must be built within certain construction tolerances to be straight, plumb and level. These tolerances may be found in the construction documents, codes, or relevant standards. The following ACI references are for information and may be used as a guide for maintaining a plumb wall:

7.4.1 Permanent forms

3.3.1 Tolerances – References ACI 117
ACI 117 – Specifications for Tolerances for Concrete
Construction and Materials
Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 29

Menifee Mayor and City Council
June 5, 2024
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5140 BIRCH ST 2ND FLOOR NEWPORT BEACH CA, 92660 Phone (949) 877-9432 424 E VANDERBILT WAY STE A SAN BERNARDINO CA, 92408 Phone (909) 453-6582

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4.1.1.1.1 Deviation from plumb – for heights less than or equal to 83'-4" the lesser of 0.3% (0.003) times the height above the top of foundation or +/- 1" (This is a reference standard only and not part of the building code and therefore not mandatory unless it is referenced in the construction documents.) The engineer-architect of record may accept the element if it meets one of the following criteria:
• Exceeding the tolerances does not affect the structural integrity, legal boundaries, or architectural requirements
• The element or total assembly can be modified to meet all structural and architectural requirements
Exposed steel, anchor bolts, and embedment plates
Embed plates and tie rebar at intersection of 2nd lift that is not incased within the 2nd lift have notable rust that will need to have a determination that they are still within design specification after rust has been abated.

Anchor bolts at top of finished wall have received major water damage in some area. Rust must be abated prior to determining if bolt diameter still falls within design and construction parameters.

Beam poured in place
Poured in place beams at several location have cold joints that move across the beam, beams were poured separately from the 1st lift and were formed with wood. The formation of a concrete cold joint creates a weak bond between two concrete pours. It is due to the placement of concrete on concrete at has started hardening.

Auditorium wall and slab (Water issues)
Auditorium 1, 3 and bowling alley lane area are holding large pools of water. Auditoriums 2 and 4 have held water in the past per water level lines in the block walls, these rooms also show water has expelled at slab wall interception and at wall corner intersection. Plans do not indicate any type of below grade waterproofing at ICF foundation to slab connections. Pooling water auditoriums have been submerged for a decent period of time; this can create water absorption issued that could affect the proposed concrete mixture as designed. Areas where water was being held and has now found a way under the slab poses a secondary issue of large amounts of water saturating points under the foundation. These levels of saturation do not seem to be accounted for within the soils analysis that the slab and foundation were designed to.

Wall Bracing
ICF poured in place wall have construction bracing installed at all the exterior. Temp wall bracing shall be certified that it meets the requirements of Paragraph 12.5 of ANSI A10. 9-1970 requires masonry or concrete walls to be temporarily shored and braced until the designed lateral strength is reached, to prevent collapse due to wind or other forces.

Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 30

Menifee Mayor and City Council
June 5, 2024
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5140 BIRCH ST 2ND FLOOR NEWPORT BEACH CA, 92660 Phone (949) 877-9432 424 E VANDERBILT WAY STE A SAN BERNARDINO CA, 92408 Phone (909) 453-6582

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Material ICF recommendation
All ICF blocks that are in use and all un-used (Fox Block) materials shall be verified / certified by manufacturer that the product is still within manufacturers specifications guidelines prior to being used to complete construction. Manufacturer to provide details for patching at large areas, HERS rater to provide certification that exterior membrane complies with the prescribed R values per the approved building plans.

Material (On-site non protected) recommendation
All materials that will be used to complete the construction, that has been stored unprotected on site shall be certified from the manufacture or fabricator that the product is still within original design fabrications specifications and a second review from the design professional in charge that the materials are within the design parameters.

Wall Construction recommendation
Additional exploration shall be conducted on all poured wall to determine water intrusion, rust leakage from all heights of the wall indicate water intrusion. Provide samples within walls and at all various heights provide core samples to be PSI tested.

Provide pull samples of rebars, that they still are within diameter specifications and meet tensile straight after rust rebars have been mitigated.

At front wall above 2nd lift wall have been constructed to ultimate height but have not received the final concrete lifts. These walls are now sliding off level with a creation of a stress point at the top 2nd lift interception. Wall lines that have not been grouted pass the 2nd lift have exposed rebar and capillaries that have the potential to hold water in the cells of the ICF blocks, surface rust apparent at top of wall unable to verify the severity of rust at the 2nd lift intersection.

Remove all blocks above lift line to expose the conditions at the laps of rebar and stress from wall shifting out of plumb both vertically and horizontally. Structural Engineer to provide a report of poured in place walls meet the specifications for tolerance for concrete construction and materials (ACI 117-10) and (ACI 117R-10).

Open unfilled ICF in place above 2nd lifts recommendation The following is recommended to provide that the current constructions is within construction tolerances.
• The design professional in charge to perform a site evaluation of all the wall plumbness, level both horizontally and vertically that meet construction tolerances specified in the manufactures product manuals and meet the intent of the structural design. • Remove ICF blocks above the 2nd un-poured lifts to expose rebar rust saturations at this intersection and any water intrusion into the lifts below. ▪ Provide certification from special inspection testing agency that the rebar meets the following:
▪ CRSI Engineering Data Report #54 Field Inspection of Reinforcing Bars Page 3 Surface Conditions of Bars, “A light surface coating of rust on reinforcing steel should not be a cause for rejection by the inspector
Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 31

Menifee Mayor and City Council
June 5, 2024
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▪ ACI 318 Building Code and Commentary – Section 7.4.2, “Except for prestressing steel, steel reinforcement with rust and mill scale, or a combination of both, shall be considered satisfactory, provided the minimum dimensions and weight of a hand-wire-brushed test specimen comply with applicable ASTM specifications.” Section 7.4.3, “Prestressing steel shall be clean and free of oil, dirt, scale, pitting and excessive rust. A light coating of rust shall be permitted. ▪ ASTM A615 Standard Specification for Deformed and Plain Carbon Steel Bars for Concrete Reinforcement – Section 12.2, “Rust, seams, surface irregularities, or mill scale shall not be cause for rejection, provided the weight, dimensions, cross-sectional area and tensile properties of a hand wire brushed test specimen are not less that the requirements of this specification. ▪ ASTM A706 Standard Specification for Low-Alloy Deformed and Plain Bars for Concrete Reinforcement – Section 11.2, “Rust, seams, surface irregularities, or mill scale shall not be cause for rejection, provided the weight, dimensions, cross-sectional area and tensile properties of a hand wire brushed test specimen are not less that the requirements of this specification.

Exposed steel, anchor bolts, and embedment plates recommendation Exposed steel, anchor bolts, and embedment’s plates must be re certified by the licensed design professional and the certified shop they were produced. Special inspection will be required to verify any welding will still comply within construction tolerances after surface rust had been addressed diameter of anchor bolts, steel and rebar shall be accounted for to be within design parameters. Bolts, steel and rebar shall have random sample pull test to verify bolting to meet design designated up lifts.
▪ CRSI Engineering Data Report #54 Field Inspection of Reinforcing Bars Page 3 Surface Conditions of Bars, “A light surface coating of rust on reinforcing steel should not be a cause for rejection by the inspector
▪ ACI 318 Building Code and Commentary – Section 7.4.2, “Except for prestressing steel, steel reinforcement with rust and mill scale, or a combination of both, shall be considered satisfactory, provided the minimum dimensions and weight of a hand-wire-brushed test specimen comply with applicable ASTM specifications.” Section 7.4.3, “Prestressing steel shall be clean and free of oil, dirt, scale, pitting and excessive rust. A light coating of rust shall be permitted. ▪ ASTM A615 Standard Specification for Deformed and Plain Carbon Steel Bars for Concrete Reinforcement – Section 12.2, “Rust, seams, surface irregularities, or mill scale shall not be cause for rejection, provided the weight, dimensions, cross-sectional area and tensile properties of a hand wire brushed test specimen are not less that the requirements of this specification.

Beam poured in place recommendation
Beams to have design professional in charge verify beams are in suitable condition for complete loading, Ultrasonic testing to verify the level of the cracking within the core of the beams or supporting member. Determination of cracking shall be in accordance with ACI 1171.14.

Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 32

Menifee Mayor and City Council
June 5, 2024
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Auditorium wall slab recommendation (Water issues)
In the absence of waterproofing details at the wall below grade and under slab a Geotechnical Engineer shall provide an analysis of water inundation has not affected the bearing capacity at and under the foundation systems. The analysis should provide information on the condition of the soil around the foundation if the foundation is adequate to support the full load of the building. At auditorium 1, 3 and bowling alley lanes remove all standing water, provide sample testing of concrete slabs that indicate design PSI has been achieved.

Wall Bracing recommendation
Temp wall bracing shall be certified that it meets the requirements of Paragraph 12.5 of ANSI A10. 9-1970 requires masonry or concrete walls to be temporarily shored and braced until the designed lateral strength is reached, to prevent collapse due to wind or other forces.

Building Code
When a change of architect or engineer of record is desired prior to issuance of the permit, the new architect or engineer of record shall provide a statement that will include:
• A declaration that the new architect or engineer of record has reviewed all plans, documents, test and inspection reports, and other work performed by the previous architect or engineer and concurs with the statements, conclusions and recommendations therein including:
▪ A statement that the new architect or engineer of record assumes all responsibility for any revisions to documents prepared by the previous architect or engineer of record subsequent to the date of hire.
▪ A statement that the new architect or engineer of record assumes all of the responsibilities and obligations related to that portion of the documents the original architect or engineer of record prepared and was obligated to prepare by the laws of the State of California and the regulations of the City of Menifee. • Provide all required special inspection reports and observations that have been performed up the date of project abandonment.
• Provide all required additional special inspections, observations, product testing, and manufacturers certifications to Building Official for determination of adequacy of current construction and materials.
• All reports of recertification shall be submitted to the Building Official for approval of “used” materials.
• Updated plan that meets the current code cycle shall be submitted to reinstate the project.

Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 33

Menifee Mayor and City Council
June 5, 2024
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Conclusion of Recommendation
All aspects of the building systems have been left unfinished and open to the elements for a period of at least 4 years. These systems all have fallen out of normal construction tolerances.

Extensive testing would be required to provide system could be salvage and accept at full design loading to complete the building systems. The degree of these testing is very invasive, sampling would be required in multiple areas both vertically and horizontally. This may take additional toll on system that are already stressed. The interior of the ICF poured concrete walls have the biggest issues as complete system would need to be taken down, samples of cores to be provide that the interior of the pervious poured in place walls have not absorbed water and held water within the ICF form for an extend period causing deterioration of rebar tensile strength and numerous cycles of water expanding and contracting within poured in place walls.

Slab and foundation will need an Geotechnical Engineer to provide testing to verify that water intrusion at multiple locations will not affect the design parameters of the loading dispersion as designed. The soils report was designed at normal code specified loading values with no wet soils condition.

With these issues and the current condition of the system on site, the serious nature of destructive testing that would need to take place to provide proof that system and materials could be salvaged would add undo stress to system that have already fallen out of construction tolerances and disrepair. Removal of vertical and horizontal systems would be recommended, as the time to conduct the required testing puts currently stressed system at a disadvantage.

Pad 3 (Shell Building)
Building proposed to be shell for multiple tenants.

Foundation
Foundation/ slab appear to be in good condition. Foundation doesn’t seem to have any settling or movement. Slab as normal surface concrete cracking but nothing out of construction tolerances. Seal plate all appear to be in fair to good condition, hold downs, anchor bolts etc. have surface rust.

Foundation recommendation
Foundation/ slab appear to be in good condition will not require any additional investigation for foundation or slab. Seal plate may need to be replaced in certain areas, due to extreme exposer to the element’s plywood will need to be replaced. In areas of 2,4,6 and 12 nailing seal plate may need to be replace due to over nailing. Structural observation will be required to determine what portion will need to be replaced vs. what will be allowed to stay.

Anchor bolts and hold down will need to have rust abated, all bolting at hardware will require tightening to manufacture specification.

Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 34

Menifee Mayor and City Council
June 5, 2024
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Framing and Shear
Framing of pad 3 has be exposed to the weather and element since 2020. Existing OSB sheathing are damaged due to weather exposure. Over saturation has caused OSB to delaminate. Steel columns and strong walls show no sign of deterioration due to weather.

Framing and Shear recommendation
All OSB sheathing will need to be removed and replaced to match approved plan set. Structural observation will be required to determine what framing members will need to be replaced due to damage of OSB original nailing and removal of OSB.

All glulam and engineered wood products will need to be certified by manufacture.

Building materials with visible signs of water damage shall not be installed. Wall and floor framing shall not be enclosed when the framing members exceed 19 percent moisture content.

Moisture content shall be verified in compliance with the following:
▪ Moisture content shall be determined with either a probe-type or contact-type moisture meter.
▪ Moisture readings shall be taken at a point 2 feet to 4 feet from the grade stamped end of each piece to be verified.
▪ At least three random moisture readings shall be performed on wall and floor framing with documentation provided immediately prior to enclosure of the wall and floor framing.

Insulation product
Roof framing and Shear
Roof framing has taken on substantial amounts of water, plywood is delaminated and will need to be removed and replaced. TGI joist framing is in good condition top cord was not observed.

Roof framing and Shear recommendation
All OSB roof sheathing will need to be removed and replaced to match approved plan set.

Structural observation will be required to determine what framing members will need to be replaced due to damage of OSB original nailing and removal of OSB.

All TGI joists will need to have a manufacturer certification after OSB had been removed and top cord can be inspected.

Building materials with visible signs of water damage shall not be installed. Wall and floor framing shall not be enclosed when the framing members exceed 19 percent moisture content.

Moisture content shall be verified in compliance with the following:
• Moisture content shall be determined with either a probe-type or contact-type moisture meter.
• Moisture readings shall be taken at a point 2 feet to 4 feet from the grade stamped end of each piece to be verified.
• At least three random moisture readings shall be performed on wall and floor framing with documentation provided immediately prior to enclosure of the wall and floor framing.

Insulation product
Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 35

Menifee Mayor and City Council
June 5, 2024
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5140 BIRCH ST 2ND FLOOR NEWPORT BEACH CA, 92660 Phone (949) 877-9432 424 E VANDERBILT WAY STE A SAN BERNARDINO CA, 92408 Phone (909) 453-6582

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Pad 4 (Fire Damaged Building)
Proposed multitenant shell building, Building was at framed and sheathed prior to the fire.

Pad 4
Pad 4 was hit by fire sometime in late 2023, when site walk was performed on 4/30/24 post fire clean up had already occurred. Structural steel, electrical panels, and foundation are the building component in place on site. All wood has been removed.

Pad 4 recommendation
Building was involved in a major fire; most building components have been affected by the fire.

Foundation recommendation
The concrete foundations are exposed in several areas round the building. Remove and replace fire affected soils, regrade around building to get back to plan approved rough and finished grades.

Concrete curb detail shows a nail strip of wood for drywall, this wood had been fire damaged and causing a breaking point within the curb. All anchor bolts and hardware that is in this curb will need to be removed and replaced. Design to provide a reconstruction detail to for the removal of the curb and epoxy schedule for reinstallation of anchor bolts and hold downs.

Steel Framing recommendation
Steel posts have taken on stress from the fire and from load of falling structural members. Posts have bending and twisting issues that will need to be addressed by the steel fabricators. A survey will need to be preformed to indicate how much of the post is deformed and what will it take to either repair the steel post or will they need to be replaced.

Please review attached photos below, contact us for any questions or comments.

Jay Shih PE, CASp, CBO Joe Nichlas PE
C4684 C58139

Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 36

Menifee Mayor and City Council
June 5, 2024
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Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 37

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June 5, 2024
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Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 38

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June 5, 2024
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Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 39

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June 5, 2024
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Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 40

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June 5, 2024
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Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 41

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June 5, 2024
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Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 42

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June 5, 2024
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Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 43

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June 5, 2024
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Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 44

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June 5, 2024
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Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 45

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June 5, 2024
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Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 46

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June 5, 2024
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Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 47

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June 5, 2024
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Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 48

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June 5, 2024
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Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 49

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June 5, 2024
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Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 50

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June 5, 2024
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Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 51

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Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 52

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June 5, 2024
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Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 53

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5140 BIRCH ST 2ND FLOOR NEWPORT BEACH CA, 92660 Phone (949) 877-9432 424 E VANDERBILT WAY STE A SAN BERNARDINO CA, 92408 Phone (909) 453-6582

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TECHNICAL

INFORMATION &

PRODUCT GUIDE
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(877) 369-2562 | FOXBLOCKS.COM | TRUEGRIDPAVER.COM 1.01.01 Technical Information & Product Guide Update V8.0 2 TABLE OF CONTENTS

WHY CHOOSE FOX BLOCKS
Fox Blocks 3
Training Programs & Wallet Cards 4
The True Cost of Fox Blocks 6
Remove Costs on Your ICF Project 7
Fox Blocks Resources 8
Fox Blocks Studs 9
Fox Blocks Interlock 10
Fox Blocks Advantages 12

PRODUCTS & ACCESSORIES
Fox Blocks Line-Up 14
Fox Blocks Standard (Straight) Block 15
Fox Blocks Extended 90˚ Corner 16
Fox Blocks Compact Product 17
Fox Blocks Curb Block, Installation, & Uses 18
Fox Blocks T-Block 20
Fox Blocks Energy Stick 21
Fox Buck Continuous Insulation & Installation 22
xLerator Ledge Reinforcement 24
tieKey ICF Masonry Anchor 25
Fox Blocks HV Clip 26
ICF Bracing/Scaffold 27
HOW-TO
Fox Blocks Field Cut 90˚ Corners 28
Fox Blocks Field Cut Angles 29
Fox Blocks Field Cut Short Corners 30
Fox Blocks Rim Joist Attachment 31
Basic Concrete Placement 32
Fox Blocks Shallow Frost/Stem Walls 34
Exterior Finishes 35

ESTIMATING
Fox Blocks Estimator PRO 36
Man Hour Rates 37
Sample Cross Sections 38
Fox Blocks by the Numbers 40

APPENDIX
Technical Performance Data 42
Locations 43
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(877) 369-2562 | FOXBLOCKS.COM | TRUEGRIDPAVER.COM1.01.01 Technical Information & Product Guide Update V8.0

WHY CHOOSE FOX BLOCKS
3 Fox Blocks are strong, durable products with a very substantial company behind them. Our team is committed to bringing the development, design and construction industry an extremely efficient building envelope with superior strength, sound, air quality and continuous double-insulated walls.

This Technical Information and Product Guide is a comprehensive overview of key technical elements of Fox Blocks products and applications. Accompanying this guide is the Installation Checklist which has a step-by-step process for project sequencing.

FOX BLOCKS WEBSITE . FOXBLOCKS.COM
Refer to the Fox Blocks website for more detailed information on products, accessories, code evaluations, testing, and technical documents.

The website has an extensive list of Case Studies for notable and award-winning Fox Blocks projects for all building types, residential and commercial. The Resources library has over 100 technical documents, including technical bulletins, reports, and engineering guides. The Blog library addresses current construction techniques, material applications and building product market research. Our Project Estimator is an amazing tool for detailed, accurate material estimates for any size project. The Find a Dealer tab locates an authorized Fox Blocks dealer anywhere in North America.

HOW TO USE THIS GUIDE
On specific pages in this Guide, the icons below direct you to our Resource Library or the Integrated Learning Center (ILC) Video Library for more detailed information on a specific topic or application.

FOX BLOCKS
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(877) 369-2562 | FOXBLOCKS.COM | TRUEGRIDPAVER.COM 1.01.01 Technical Information & Product Guide Update V8.0 4 TRAINING PROGRAMS
& WALLET CARDS

FOX BLOCKS INTEGRATED LEARNING CENTER (ILC)
Fox Blocks Online Training and Video Library provide comprehensive, step by step, best practice installation courses, plus educational videos on the use and applications of Fox Blocks insulated concrete forms and accessory products. The experience of the Fox Blocks technical team will be expanding this educational portal, addressing all the bases to ensure a better and efficient build for all Fox Blocks applications.

Enroll, creating an account to follow the step-by-step online courses – • Primary Installer
• Journeyman Installer
• Master Installer
• Elite Premier Installer
Upon completion of an ILC Training Course, you will receive a Certificate of Completion and Wallet card. In addition, the Primary Installer Course has been recognized for six continuing learning credits by some Contractors Associations.

Fox Blocks encourages every designer, contractor, and installer to understand the benefits of the products and utilize those benefits to have a great build through this Integrated Learning Center.

The ILC Video Library is an extensive selection of videos tackling product applications and unique details for any project. The video library is open to search and is constantly being enhanced with more instructional content.

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(877) 369-2562 | FOXBLOCKS.COM | TRUEGRIDPAVER.COM1.01.01 Technical Information & Product Guide Update V8.0

WHY CHOOSE FOX BLOCKS
5 As Fox Blocks expands throughout
North America, training courses
follow to ensure proper knowledge
and techniques are used
during installations.

Trainings are tailored to the region
and focus on contractors, building
officials, engineers/architects, and
building supply yards.

When installing contractors
complete a training, they are
required to complete the proper
paperwork to earn a wallet card
(see at right). This wallet card
can be used when asked for
by building officials.

As contractors gain experience,
higher level wallet cards are earned.

Tracking experience on successfully
completed projects allows us to
make appropriate recommendations
on all jobs looking for a properly
qualified installer.

TRAINING OBJECTIVES
1) Understanding ICF
2) Estimating Your Job
3) Crew Sizing for Your Job
4) Basic Installation of the
Fox Blocks Line-Up
5) Enhancing Your ICF
Business Skills
Date Of Issue ____________________
This card expires two years after the date of issue.

This is to acknowledge that the following individual has completed in class ICF training or has been site verified demonstrating the skills required to successfully install basic Fox Blocks jobs.

PRIMARY

INSTALLER
Your Name
03/2021

INSTALLER LEVELS

PRIMARY
INSTALLER:

Successfully
completed one ICF
project or completed
in class training.

JOURNEYMAN
INSTALLER:

Successfully
completed 5 Fox
Blocks projects
(or 1500+ Block).

MASTER
INSTALLER:

Successfully
completed 15 Fox
Blocks projects
(or 4500+ Block).

Regional Manager &
Dealer will Confirm

ELITE PREMIER
INSTALLER:

Successfully
completed 30 Fox
Blocks projects
(or 9000+ Block).

Regional Manager &
Dealer will Confirm
Date Of Issue ____________________
This card expires two years after the date of issue.

This is to acknowledge that the following individual has completed in class ICF training or has been site verified demonstrating the skills required to successfully install basic Fox Blocks jobs.

JOURNEYMAN

INSTALLER
Your Name
03/2021
This is to acknowledge that the following individual has completed in class ICF training or has been site verified demonstrating the skills required to successfully install Fox Blocks jobs.

Date Of Issue ____________________
This card expires two years after the date of issue.

MASTER

Date Of Issue ____________________
This card expires two years after the date of issue.

ELITE PREMIER

INSTALLER
Your Name
03/2021
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Menifee Mayor and City Council
June 5, 2024
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(877) 369-2562 | FOXBLOCKS.COM | TRUEGRIDPAVER.COM 1.01.01 Technical Information & Product Guide Update V8.0 6 THE TRUE COST OF

FOX BLOCKS
To help understand the cost advantage of using Fox Blocks Industrial Strength Insulated Concrete Forms (ICF) consider the following key points:

THREE KEY AREAS GIVE YOU THE TRUE ACCURATE COST
OF THE ICF YOU CHOOSE:
1) ICF BLOCK COST
Most ICFs fall to within $0.10 per square foot of each other in block cost which is a minor portion of the overall cost of the wall construction. You must get “All-In” landed ICF System cost to accurately compare.
2) ANCILLARY PRODUCT COST
Add in all ancillary product costs that are not in the block quote. A common example is most ICF require internal truss wire to give needed strength to the system. Know what's required within system install guidelines to produce a straight wall. See next page for examples that will save you time & money on your next job. 3) MAN HOUR RATE TO INSTALL
Eliminating tasks will shave hours/days off the project. Installation labor is the largest portion of overall ICF cost. Seek full disclosure on man hour rates to install the ICF system you are considering. Listening to experienced installing contractors and gaining an understanding of the attributes of ICF products can make the difference between a streamlined, profitable job and one that is not.

AT FOX BLOCKS:

EXPERIENCE
Airlite Plastics Co., the parent company of Fox Blocks, manufactured many different brands of ICF over the past 15+ years. Much experience was gained while producing over a hundred million square feet of ICF. Designed, engineered and delivered to your local market.

COMPETENCE
Airlite Plastics controls all aspects of development and production = “Industry Leading Products.”

COMMON SENSE
We went to the field and asked the professionals what they needed to be effective and efficient. After listening to them we produced an Industrial Strength ICF called Fox Blocks!

STABILITY
Since 1946 the family run Airlite Plastics business has grown and provided high quality proven products over the decades. We have and will continue to provide the highest quality products to the construction industry for years to come.

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(877) 369-2562 | FOXBLOCKS.COM | TRUEGRIDPAVER.COM1.01.01 Technical Information & Product Guide Update V8.0

WHY CHOOSE FOX BLOCKS
7 TWO PROVEN AREAS TO REMOVE COST:
1) CORNERS
PROBLEM: Historically, corner blocks have proved to be very difficult for installing contractors to hold the corner positioning or actually holding concrete during the consolidation process. Contractors have resorted to inserting internal ties, external strapping and bracing to gain needed strength. This adds cost in additional materials and man hour rates.

SOLUTION: Our engineering staff at Fox Blocks developed more length to the corners and introduced the heaviest
cross tie corner bracket on the market. Adding these features to our large/strong interlock stopped rotation and movement within the blocks during the pour and added needed burst strength. Having this bracket, and no less than two ties from each corner in all 45˚ and 90˚ block, eliminates need for additional strapping or internal ties.

RESULT: Confidence to the installing contractor, lower man hour rates, and lower material costs proven by over 10 years of successful projects. Utilizing our Fox Blocks “next generation” corner block design will save you money through time and material reductions.

COST: The Fox Blocks corners cost the same per square
foot as the Fox Blocks straight block. Cost may appear higher than our competitors because our corners are 16" or more in length. In many cases, our corners are actually lower in cost per square foot and at the same time save you even more in time and materials.
2) ELIMINATE TRUSS WIRE (FORM LOCK, BLOCK LOCK)
PROBLEM: Some ICF interlocks and slender plastic webs have caused the need for internal truss wire to aid in producing adequate strength to add rigidity to produce a straight wall.

SOLUTION: Two very simple Fox Blocks innovations cured this problem: 1) A bold and reversible interlock was created to help hold the wall true. 2) A full height internal tie was designed to use solid stacking strength to hold the wall from settling or racking.

RESULT: A wall that, through design, eliminates the need for truss wire.

The Fox Blocks extended 90˚
corner block showing it's stand
alone strength during concrete
placement.

Some other ICF brands
strap corners with
lumber for strength
during concrete
placement.

The Fox Blocks extended 90˚
corner block with an extra tie on
each end for strength.

USING FOX BLOCKS ELIMINATES THE NEED FOR TRUSS WIRE
Truss wire costs over $0.50 per lineal foot and is called for at bottom of wall and then every 4 or 5 rows of block. Actual cost = Over $0.14 per sq ft in materials and at least $0.04 per sq ft labor for a total of $0.18 or more per sq ft cost.

This is equivalent to $0.40 per block

REMOVE COSTS ON

YOUR ICF PROJECT
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(877) 369-2562 | FOXBLOCKS.COM | TRUEGRIDPAVER.COM 1.01.01 Technical Information & Product Guide Update V8.0 8 FOX BLOCKS RESOURCES

INTEGRATED LEARNING CENTER
Fox Blocks Integrated Learning Center (ILC) provides Comprehensive, free step by step training modules for all installer levels and a product knowledge course for dealers. Plus, access to an educational video library.

CONTINUING EDUCATION
AEC Daily website provides free access to Fox Blocks AIA approved online ICF courses for 1.0 HSW credits.

AUTOCAD DETAILS
Fox Blocks full product and construction detail library is available on CADdetails website. Details may be downloaded as dwg, pdf, 2D or 3D models. Specifications are also available.

BIMSMITH, BIM FORGE AND BIM MARKET
BIM 3D product details are available for download to use in Revit. BIM Forge creates 3D Fox Blocks wall assemblies for Revit designs. BIM Market provides product details descriptions and applications

MASTERSPEC
Fox Blocks specifications are AIA approved and listed by DELTEK on www.productmasterspec.com , in Section 031119.

YOUTUBE
In addition to the ILC educational videos, Fox Blocks has may installation videos listed on our YouTube channel

AND MUCH MORE
On the Resources Web Page - Technical Bulletins, Specifications, Testing, Building Science Reports, Code Compliance, Engineering Tables, Install Guidebooks and Checklists, etc.

Find everything you need to get started on at www.foxblocks.com .

Visit the Fox Blocks Resource Page to
gain access to the essential resources,
documentation and tools you need to
plan and design your next innovative
ICF project. Some of these key tools:

Find us in
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June 5, 2024
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(877) 369-2562 | FOXBLOCKS.COM | TRUEGRIDPAVER.COM1.01.01 Technical Information & Product Guide Update V8.0

WHY CHOOSE FOX BLOCKS
9 FOX BLOCKS STUDS
You are a sheetrock, residential wood frame, commercial steel stud or siding contractor that has been trained, and are efficient with, a continuous 1½" wide attachment surface @ 16" on center.

Our team agrees with this tradition and therefore created Fox Blocks with the same, continuous 1½" wide attachment surface, but increased it to 8" on center.

Just think, when attaching sheet rock or siding to Fox Blocks, you can use the same training you have used until now and understand.

FOX BLOCKS
• A full 1½" wide
• 8" o/c to achieve industry standard 16" o/c's
• No gap every 16" vertically due to ties touching
• Minimal settling due to ties touching
• Not effected by moisture, will not rot
• Will not move due to temperature and humidity
changes
• Eliminates most sheetrock/drywall repairs
• Made of non-organic materials
Photo shows a wood
stud on top of a
Fox Blocks stud for
size comparison.

Foam
removed to
show stud

FOX BLOCKS STUDS
• Recycled polypropylene
• LEED credits*
• 120 lbs+ pullout /
shear strength with
screws**
• Use screws that are
the thickness of
material plus 11/8" +
in length.
• If the screws that you
are using do not
hold, try the next size
longer. The tip of the
screw must pass
completely through
the tie to achieve
full strength.
* See LEED documents at:
http://www.foxblocks.
com/Resource-Center/
Technical-Resources/
LEED-and-
Environmental-
Documents.aspx
** See testing results at:
www.foxblocks.com/
Resource-Center/
Technical-Resources/
Testing-Reports.aspx

OTHER ICF
• As narrow as 1" wide
• As much as 1¾" gap
every 16" vertically due
to ties not touching
• Settling due to ties
not touching

WOOD STUDS TODAY
• Much larger grain than 15 years ago
• More knots and checks than 15 years ago
• Reject screws more than 15 years ago
• Prone to movement through seasons
• Prone to rot when sealed with moisture
• Prone to sheetrock/drywall repairs
• Food for insects

ACTUAL FOX BLOCKS WALL
• Studs clearly marked @ 8" o/c
• Studs are in contact with each other vertically
• Studs buried into foam 5/8" for stucco application
and thermal performance
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(877) 369-2562 | FOXBLOCKS.COM | TRUEGRIDPAVER.COM 1.01.01 Technical Information & Product Guide Update V8.0 10 FOX BLOCKS INTERLOCK

THE OLD
For the past 20+ years, the interlock of
most ICFs in the industry have been designed
to be within ½" to 1" of the desired building
dimension. Most contractors have been
trained that it is acceptable to be this far
off the desired dimension.

THE NEW
When the Fox Blocks interlock was
designed, our engineering staff made the
choice not to focus on being within ½" to 1"
from the building dimension, but to give the
strongest interlock possible. To do this they
turned the projections and recesses of the
interlock parallel to the block itself and for
simplicity/strength they made them 1" wide
and 2" long. Walls should be square and
built to the building dimensions. For
this reason, Fox Blocks recommends
stacking seams when needed.

BENEFITS OF THE LARGE

INTERLOCK
• Minimized movement during
concrete placement
• No adhesive required due to tightness
of interlock
• Eliminates the need for truss wire
within the wall
• The full height ties are always on top
or 4" apart of each other
Review next page to see the proper procedure
for stacking seams.

CUT LINES
Every block has cut lines inscribed on the
face. The cut lines are spaced @ 2" o/c and
when used will place the cut precisely at the
end of the interlocking tooth on top and bottom
of block. The design was made for simplicity
and speed of construction.

When required to cut block, use the cut line to
maintain a running bond on each course.

Note: In most cases, when not cutting precisely
on a cut line a stacked seam will be created.

Shows the large 2" long projections and recesses and the full height 1½" wide tie Here is a job, post concrete, that has been constructed exactly to the building dimension by properly stacking seams.

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Menifee Mayor and City Council
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(877) 369-2562 | FOXBLOCKS.COM | TRUEGRIDPAVER.COM1.01.01 Technical Information & Product Guide Update V8.0

WHY CHOOSE FOX BLOCKS
11 BUILDING MULTIPLE LEVELS WITH DIFFERENT SIZED BLOCK
All sizes of Fox Blocks fit well on top of each other for any type of configuration with little or no modifications needed. This is simple math.

Fox Blocks are reversible with 2" projections and recesses which means you will work with a 4" offset. For this reason the 4", 8" and 12" block all work well together as they are all divisible by 4". Using the same math, the 6" block attaches to all sizes of Fox Blocks with a 2" difference in tie alignment. This is not a concern as this joint line will usually happen at a floor diaphragm.
6" CORNER BLOCK ON TOP OF 8", 10" OR 12" CORNER BLOCK:

The 6" corner works well on top of the 8", 10" or 12" corner blocks when going around an outside corner. For inside corners, simply remove the projections off the corner block and continue building. You may need to create a stacked seam on one or both sides of the inside corner at which time we recommend moving the stacked seams for each wall closer to that inside corner.

THE NEW TRAINING

ROW ONE
Simply start from each corner to a
point within the wall. Cut one of the
blocks to fit perfectly. The cut does
NOT need to be on the cut lines.

Measure the cut block and mark
its measurement to the side of that
block large enough for everyone
to see.

ROW TWO
Start at the corners again placing
the corner block the opposite
direction from row one to give an
overlap with the block. When you
reach the cut block on row one, cut
the block above it to line up exactly.

Again the cut does not need to be
on the cut line. Measure the cut
block and mark its measurement
to the side of that block large
enough for everyone to see.

ROW THREE
(five, seven, nine, etc)
Should be exactly the same as
row one.

ROW FOUR
(six, eight, ten, etc)
Should be exactly the same as
row two.

PRIOR TO CONCRETE
Simply connect the vertical seam
that you created, at the one point
in the wall, with strapping, or
plywood, on both sides of each
block. Use one 12" to 24" long strap,
3" to 6" wide, made out of 1 x wood
boards or plywood sheathing
attached with one screw in each tie
on each side of seam.

RESULTS
We have found that the man hour
rate will drop using this method
because the crew spends less time
thinking how they can get closer to
the building dimension and more
time actually being productive.

We have found it to be a waste of time and energy to attempt to offset or stagger the block, at the meeting point, as in the photo above-left. By creating a vertical stacked seam, you will be more accurate with the job dimensions and will increase your profit by gaining efficiency with your crew.

Inside Corner:

Only with 6" corner on 8", 10" or
12" corner. Simply cut projections
off corner block
Outside Corner
Works Well
6" 90˚ corner block on top of 8", 10" or 12” 90˚ corner block

WRONG CORRECT
Item Title: 11.1
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Menifee Mayor and City Council
June 5, 2024
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(877) 369-2562 | FOXBLOCKS.COM | TRUEGRIDPAVER.COM 1.01.01 Technical Information & Product Guide Update V8.0 12 FOX BLOCKS ADVANTAGES

CONSTRUCTION ADVANTAGES
As a modular, easy to install building product (one block equals 5.33 sq. ft. of wall area), the construction process is expedited with less labor and faster completion timelines. As a 6 in 1 product, fewer materials are required to meet the requirements for high-performance wall assemblies. Fox Blocks may be used to construct below grade and above grade walls for all building types and sizes. There is a definite business advantage in being a Fox Blocks Installer/Contractor.

THERMAL COMFORT
The continuous, double insulated, mass concrete core performs better than the calculated R-value of R22+ for the wall assembly. Fox Blocks ICF wall assemblies meet and exceed current and pending energy codes for thermal comfort, in cold and hot climates zones. The use of the Fox Blocks Energy Stick enhances the R-value to R30+ or R39+.

AIR TIGHTNESS
The air tightness of a building envelope is one of the main contributors to energy efficiency and control of the indoor environment. Fox Blocks enables Air Changes per Hour (ACH) to be evaluated at much less than code requirements without extra sealants, tapes, or membranes. Another material and labor advantage.

INDOOR COMFORT
The high thermal performance and air tightness of the Fox Blocks wall assembly provides excellent indoor comfort and improves the buildings operational performance characteristics for the interior environment. They eliminate moisture intrusion, function as a vapor retardant, and maximize airtightness, all while managing the indoor air quality and allowing for healthy climate control and sound mitigation.

BUILDING SCIENCE
Fox Blocks ICFs address all four building science properties – air, moisture, vapor and thermal to create a comfortable and safe environment.

Conduction: Continuous Insulation, High R-Value Wall Assembly of R-22+ Convection: Airtightness with an ACH of less than 0.03
Radiation: High thermal Mass of Double Insulated Concrete Core IAQ: The EPS or Concrete does not off-gas or contribute to mold or mildew growth

ENERGY EFFICIENCY
All the characteristics of a Fox Blocks building envelope provide 40% plus in operational costs savings, and enable a Net Zero Ready evaluation. The continuous double layer of insulation utilizes the thermal mass of the concrete core to moderate temperature transfer through the wall assembly. The EPS wall assembly will not deteriorate or lose R-value over time.

REDUCED HVAC
The performance characteristics of a Fox Blocks wall assembly, when initially evaluated or modelled for the design of HVAC equipment, dramatically reduces the first cost sizing and ongoing operational expenses of the heating and cooling systems, as well as the Photovoltaic (Solar) requirements.

RESILIENCY
Fox Blocks creates a reinforced concrete wall assembly that has certified fire testing for fire resistance ratings - 2HR for a 4" form and 4HR for a 6", 8", 10" or 12" forms. The wall assembly may be designed to resist high winds over 200 mph and flying debris. The concrete and EPS wall is not damaged from flood waters. FEMA recognizes ICFs for the construction of safe rooms and storm shelters.

PASSIVE SURVIVABILITY
Fox Blocks ICF high-thermal-mass wall systems significantly contribute towards passive survivability and resilient design. The continuous insulation with an R-value of 23 creates an airtight-building envelope, preventing heat loss through conduction, while its vapor retarder stops air and moisture infiltration through convection. The high-thermal mass of Fox Blocks ICF helps to stabilize and maintain a building’s temperature during lengthy power outages.

Item Title: 11.1
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Menifee Mayor and City Council
June 5, 2024
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(877) 369-2562 | FOXBLOCKS.COM | TRUEGRIDPAVER.COM1.01.01 Technical Information & Product Guide Update V8.0

WHY CHOOSE FOX BLOCKS
13 FOX BLOCKS 6 IN 1 WALL

CONSTRUCTION ASSEMBLY
The Fox Blocks 6 in 1 Wall Construction Assembly
expedites the building process and creates faster
results! By completing these steps all in one ICF wall, you can dramatically reduce the construction schedule
vs. traditional multi-layer wall assemblies. A faster
construction time means a faster move-in date
to start enjoying your new home!

REVERSIB LE INTERLOCK
Reversible top & bottom interlock saves
time and reduces product needs

REBAR SADDLE
Horizontal positioning and secured
placement of lap splices

CONCRETE FORM
Exterior and interior

CONTINUOUS INSULATION
Embedded full height for exterior and interior

AIR BARRIER

FURRING
Embedded full height for exterior and interior

VAPOR RETARDER

REVERSIB LE INTERLOCK

1. Structure

2. Continuous
Insulation

3. Air Barrier, WRB

4. Vapor Retardant

5. Attachment
Surface

6. Reversible
Interlock
DESIGN
Design professionals have easy access to product and application details in 2D or 3D CAD, or BIM libraries.

The BIMsmith Forge free library allows for the construction of wall assemblies with a Fox Blocks ICF core.

These libraries also provide PDF files, and specifications. Fox Blocks is also approved by the AIA and listed in MasterSpec library.

TECHNICAL SUPPORT AND EDUCATION
Fox Blocks provides technical support along with the extensive Resource reference library. The Integrated Learning Center (ILC) provides a comprehensive, free, Installer training course for all levels of Installers.

There is also a Product Knowledge course for authorized distributors.

The ILC site also has an ever-expanding video library for product applications and techniques.

Item Title: 11.1
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Menifee Mayor and City Council
June 5, 2024
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(877) 369-2562 | FOXBLOCKS.COM | TRUEGRIDPAVER.COM 1.01.01 Technical Information & Product Guide Update V8.0 14 FOX BLOCKS LINE-UP INCLUDES
(Please note: Fox Blocks are reversible. As an example, each corner block is a left or a right.)

A) STRAIGHT BLOCKS
Available in 4", 6", 8", 10" and 12".

B) STRAIGHT 1/2 BLOCK
Available in 4", 6", 8", 10" and 12".

C) EXTENDED 90 ˚ CORNERS
Available in 4", 6", 8", 10" and 12".

D) EXTENDED 90 ˚ CORNER 1/2 BLOCK
Available in 4", 6", 8", 10" and 12".

E) 45˚ CORNER BLOCKS
Available for 4", 6" and 8".

F) T-BLOCKS
Standard T: Available in 6" x 6" and 8" x 8"
Transition T: Available in 4" x 6", 6" x 4", 8" x 4",
and 8" x 6"

G) CORBEL LEDGE BLOCKS
Available in 6" and 8".

H) RADIUS BLOCKS
For 5', 6', 7', 8', 9' and 10' radius.

Only available in the 6" blocks.

I) TAPER TOP BLOCK
Available in 6" and 8".

J) CURB BLOCK
Available in 8" and 10" Straight and 90˚
K) 4" HIGH EXTENSION
When you need extra height or to help with openings.

L) ENERGY STICKS
One size fits all.

M) FOX BUCK
Available in 4", 6", 8", 10" and 12".

FOX BLOCKS

LINE-UP
With advice from leading contractors in the
Insulated Concrete Form business, Fox Blocks
has created an incredible group of blocks.

A)
C)
E)
G)
I)
K)
M)
F)
H)
J)
L)
B)
D)
Item Title: 11.1
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Menifee Mayor and City Council
June 5, 2024
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(877) 369-2562 | FOXBLOCKS.COM | TRUEGRIDPAVER.COM1.01.01 Technical Information & Product Guide Update V8.0 15 The standard block is the core of the product line, typically makes up between 80-85% of the ICF wall assembly on
most residential and commercial jobs.

PRODUCTS & ACCESSORIES

FOX BLOCKS STANDARD
(STRAIGHT) BLOCK

STANDARD BLOCKS
1) 16" high x 48" long available in concrete core sizes 4", 6", 8", 10" and 12"
2) One standard block is 5.33 sq. ft. of wall area
3) Solid 25/8" thick EPS continuous insulation panels providing R4.1 per inch
4) Cross-ties, polypropylene recycled industrial plastic at 8" o.c. 5) Cross-ties are designed with a full height 1½" wide fastening strips at 8" o.c. on each side of the block
6) Rebar clips are built into the cross-ties to secure and space the rebar
7) Blocks have a robust, reversible, tight fitting interlocking system on the top and bottom
8) The locations of all cross ties are indicated on the exterior face of the block
9) Cut lines are scribed on the exterior face of the block to allow cut blocks to maintain interlock
10) Fox Blocks creates a flat wall reinforced concrete wall assembly

FOX BLOCKS END VIEW SIZING
CONCRETE VOLUMES - CU.YD (CU.M)
4" 0.066 (0.05)
6" 0.099 (0.075
8" 0.132 (101)
Cross-Tie with
Fastening Strip
10" 0.165 (0.126)
12" 0.198 (0.151)
Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 69

Menifee Mayor and City Council
June 5, 2024
Page
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(877) 369-2562 | FOXBLOCKS.COM | TRUEGRIDPAVER.COM 1.01.01 Technical Information & Product Guide Update V8.0 16 FOX BLOCKS EXTENDED
90˚ CORNER
Fox Blocks engineered the
90˚ corner to hold concrete
without the need for extra
strapping or external bracing.

Fox Blocks 90˚ Extended Corner Size Chart

FOX BLOCKS EXTENDED

CORNER FEATURES
1) All blocks have Ties* at 8" o/c and are available in 4", 6", 8", 10" and 12" cavities.
* Ties are the black recycled polypropylene members that give the block strength and provide rebar positioning.
2) Like all Fox Blocks, corner blocks are reversible so when you ask for a corner you will get the correct one
every time. Each corner is left or right automatically! 3) Foam thickness is 2 5/8" on all forms.
4) Tie allows rebar lap splices to lay on top of each
other for good flowability during concrete placement.
5) Ties are clearly marked on EPS for attachments.
6) Tie flanges are 1½" wide and full height for ease
of attachment.
7) Ties touch vertically when stacked, eliminating
form settlement.
8) Each corner has a 1" hole strategically placed allowing the ICF contractor the option of inserting a full height ¾" PVC conduit to tie all courses together for extra
form support.

OTHER ICF 90s
• 5 to 5.33 total square feet of coverage
• More costly per square foot of coverage
• 16" shorter than Fox Blocks
• Only 4 ties
• Only one tie on short end
• More movement during concrete
FOX BLOCKS 90s
• 7.56 total square feet of coverage
• Less costly per square foot of coverage
• 16" longer than other ICF
• 6 ties
• Two ties on short end
• Less movement during concrete
OUTSIDE DIMENSIONS ARE:
4" Corner = 38 " x 22"
6" Corner = 40 " x 24"
8" Corner = 42" x 26"
10" Corner = 42" x 26"
12" Corner = 46" x 30"
Every Fox
Blocks corner
has a large
100 sq. inch
fastening zone
in the corner.

Being 16" longer than
other ICF allows you to
eliminate one full straight
block for every three
Fox Blocks corners used.

This also saves you money!
Radius on the inside face of the Fox Blocks Corners are:
4", 6" and 8" Blocks = 3" 10" and 12" Blocks = 8½"
Additional EPS was added to the 10 " and 12" Corner Blocks to give additional strength for the longer distance from corner to 1st tie.

Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 70

Menifee Mayor and City Council
June 5, 2024
Page
556 of 1108

(877) 369-2562 | FOXBLOCKS.COM | TRUEGRIDPAVER.COM1.01.01 Technical Information & Product Guide Update V8.0 17 PRODUCTS & ACCESSORIES

FOX BLOCKS

COMPACT PRODUCT
Fox Blocks Compact is a panelized
product designed to stack seamlessly with
the traditional Fox Blocks line. The Compact
Block reduces freight costs by delivering flat.

Ties are then easily inserted into the panels
at the jobsite.

FOX BLOCKS COMPACT

BLOCK APPLICATIONS
• Double Taper Top in any size
• Double Corbel in any size
• Emergency stock where storage is a premium
• Large block size required at a long distance from plant 4"
6" 8" 10" 12"

STRAIGHT PANEL CORBEL PANEL TAPER PANEL

GETTING STARTED
1) Insert one tie into
one panel.
2) Lift this unit and slide
the opposite side of the
same tie to a second
panel that is aligned
with first panel.
3) Insert the remaining
5 ties into this unit
to complete your first
full block.
4) Press ties down until
they lock into position.
5) Continue this
procedure until first
row is completed.

CONSECUTIVE ROWS
1) Lock two panels on top
of lower row of block.
2) Insert 6 ties to
complete the block.
3) Be sure to force ties
down until they lock
into position.

INTENSE REBAR
CAGES
1) Install vertical rebar.
2) Assemble Compact
Block around rebar.
3) Place and install
stirrups as needed
while assembling
Compact Block.

QUICK COMPACT BLOCK FACTS
• Dimensions are consistent with traditional Fox Blocks • Rebar locations match traditional Fox Blocks ties
• Straight, Taper and Corbel panels available
• Ties lock into position when inserted into the panels • Start with traditional Fox Blocks corners to anchor your wall • When ties are locked into position use Fox Blocks HV Clips GO TO FOXBLOCKS.COM FOR UPDATED INFORMATION
Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 71

Menifee Mayor and City Council
June 5, 2024
Page
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(877) 369-2562 | FOXBLOCKS.COM | TRUEGRIDPAVER.COM 1.01.01 Technical Information & Product Guide Update V8.0 18 FOX BLOCKS CURB BLOCK
There has always been a need for a block
that can create a ledge to support floor
systems within the wall without limiting
course heights. The Fox Blocks team has solved
this by adding an extra attachment point
within the tie. This patented solution allows
you to form a curb with the block to support
whatever you need to support.

USING THE CURB BLOCK
1) INSTALLATION
See following page for proper steps using the curb block. 2) SHAPES AVAILABLE WITH THE CURB BLOCK
Curb block is currently available in 8" and 10" straights, as well as 8" and 10" ninety degree corners.
3) RANGE OF USE
The Curb Block can be cut down as low as 11" from the top of the block. You can also cut up to as much as 11" from the bottom of the block to use when wrapping around concrete slabs. See page two for an example of this.
4) ESTIMATING
Straight blocks = 4'-0" long.

Formula: (Total linear footage of wall - total linear footage taken up by 90˚ corners)/ 4 = Number of straight curb blocks 90˚ corner blocks = 5'-4" each.

Formula: Number of 90˚ turns = Number of 90˚ corner blocks 5) IDENTIFICATION
The Curb Block has been designed with a green tie for easy identification. By producing the ties in green, supply yards will be able to identify and send you the proper block. This will also ensure your crew will not use it in the wall at the wrong time. 6) BUNDLE SIZES
8" straight block = 8" 90˚ corner block =
12 per bundle 6 per bundle
10" straight block = 10" 90˚ corner block =
9 per bundle 6 per bundle
7) EXCESS BLOCK?
If you end up with extra Curb Block on site, you can save for next job or simply use them up within the walls you are building. The shape and size of the Curb Block is identical to the normal straight and 90˚ corner blocks.

EXAMPLE OF

A GARAGE

SLAB/BEAM
Using the Curb Block
in a garage situation
allows a raw concrete
finish on the interior
face, eliminating the
need to cover EPS. Any
height beam or wall
can use curb block on
top row. Optionally, a
field cut taper can be
cut into outside face for
extra bearing.

Concrete Edge, Not Foam
Concrete Garage Slab
Wood Frame Walls Above
Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 72

Menifee Mayor and City Council
June 5, 2024
Page
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(877) 369-2562 | FOXBLOCKS.COM | TRUEGRIDPAVER.COM1.01.01 Technical Information & Product Guide Update V8.0 19 INSTALLATION STEPS:

STEP 1
Separate Curb Block bundles and set
aside until needed. You can identify the
Curb Block by the green ties.

STEP 2
Decide where you need the concrete
shelf elevation to land and either mark
and rip-cut the block with a circular saw
or set a fence on a table saw and make
your cut. Finish cut by cutting the tie
with a handsaw.

STEP 3
Attach forming to the Curb Block
inner ties. Simply screw two #8
coarse threaded screws to each tie
to withstand concrete pressure. Fox
Blocks recommends the use of ½ "
or thicker plywood or equivalent.

STEP 4
Place concrete as normal. For best
results, Fox Blocks recommends
properly consolidating entire wall
including Curb Block.

STEP 5
After sufficient curing remove form
boards. You now have a solid concrete
ledge for supporting what you need
supported.

STEP 6
If you need extra support, a taper can
be cut prior to concrete placement to
allow for up to a 6¼" ledge.

FOX BLOCKS CURB BLOCK

INSTALLATION & USES
CURB BLOCK USES:
• Hollowcore
• Precast
• Dimensional Wood Floors
• Engineered Wood Floors
• Truss Floors
• Brick
• Garage Slabs
• Creating Recesses (See Below)
• Composite Floor Systems
• Pan Deck

EXAMPLE OF A WALL RECESS
This type of application will be treated as
an opening in the wall and will require extra
reinforcing within the concrete (rebar). The
Curb Block will allow openings up to 22"
in height using two blocks.

WOOD FLOORS
For the real life example above, we cut off
6" from the left side, turned the cut-off over
and connected to the right side creating a 12"
curb. This works well with wood floors, giving
you ultra strength without any concerns of
moisture in the future.

PRODUCTS & ACCESSORIES
Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 73

Menifee Mayor and City Council
June 5, 2024
Page
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(877) 369-2562 | FOXBLOCKS.COM | TRUEGRIDPAVER.COM 1.01.01 Technical Information & Product Guide Update V8.0 20 FOX BLOCKS T-BLOCK
Sure you can build T walls with a couple of
straight block and some tie wire, but if you
want to lower your man hour rate, you need
the Fox Blocks T-Block.

When contractors said they needed a T-Block,
Fox Blocks delivered with one that is easy to
use and incredibly strong.

FOX BLOCKS T-BLOCK FEATURES
1) The T-Blocks are available in 6" and 8" concrete cores. 2) Six T-Blocks per bundle (3 short and 3 long)
3) Two ties* are used at the intersection of the “T” to give maximum strength and attachment. These ties
are placed in such a way as to allow proper rebar
placement and ultimate form strength.
* Ties are the black recycled polypropylene members that give the block strength and provide rebar positioning.
4) Like all Fox Blocks, blocks are reversible which gives you double the options with just one block. You can
choose to have the T section on the right or left of
center simply by flipping the block over.
5) Foam thickness is 2 5/8" on all blocks.
6) Ties allow proper rebar lap splices, for maximum
flowability during concrete placement and consolidation. 7) Ties are clearly marked in EPS for attachments.
8) Tie flanges are 1½" wide and full height for ease
of attachment.
9) Ties touch vertically when stacked eliminating
form settlement.
10) The T-Block will give you 8" of overlap
most directions.
8" T-BLOCK INSTALLATION
The unique manufacturing challenges were overcome for the 8" T-Block by establishing a 4" offset. This off-set results in rows of ties staggered by 4" if placed with factory ends against each other. The easy fix to properly line up ties is to install the T-Block and create a stacked joint at the butt end of the long T leg. Strap stack joint prior to concrete placement.

OUTSIDE DIMENSIONS ARE:
6" T - Block Short = 44" x 43/8"
6" T - Block Long = 44" x 123/8"
8" T - Block Short = 44" x 4¾"
8" T - Block Long = 44" x 8¾"
Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 74

Menifee Mayor and City Council
June 5, 2024
Page
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(877) 369-2562 | FOXBLOCKS.COM | TRUEGRIDPAVER.COM1.01.01 Technical Information & Product Guide Update V8.0 21 PRODUCTS & ACCESSORIES

FOX BLOCKS

ENERGY STICK
How do you improve an Insulated Concrete
Form wall that already out-perform most wall
system in all climates? You move the concrete
mass toward the living side of the wall. This
unbalanced R-value will allow the mass to be
closer to the living temperature of the conditioned
space allowing for a more comfortable building.

The Fox Blocks design team had two goals: 1) Move the mass away from the harsh temperatures and 2) Increase R-value.

Each Energy Stick is 8" wide, 32" tall, 2" thick and profiled to fit within all Fox Blocks. The Energy Stick is used to ensure an R-8 boost to the already high R-Value of Fox Blocks.

USING THE ENERGY STICK
1) INSTALLATION
Simply insert the patented Energy Sticks between the
plastic ties and to the outside face of wall after every two rows of blocks have been placed.
2) CORNER BLOCKS
Fox Blocks corners are naturally thicker eliminating the need to insert Energy Sticks from the corner tie on.

From the last straight tie to the corner tie you will need to wedge the Energy stick in place. A spot of expanding foam will also help to secure the Energy Stick from
movement.
3) OPENINGS/STACKED SEAMS
Simply cut the Energy Stick to fit in locations that are narrower than 8". When larger than 8" use expanding
foam to hold cut Energy Sticks.
4) RANGE OF USE
The Energy Stick will fit all Fox Blocks.
5) ESTIMATING
3 Energy Sticks for every block ordered.

One box = 36 Energy Sticks
One box of Energy Sticks will fill 12 blocks
6) MAN HOURS
Allow 4 minutes per box when inserting for the first time (= 950 square feet of wall per hour or .001 man hours per square foot)
7) BUNDLE SIZES
Each box of 36 Energy Sticks = approximately
24" x 24" x 33"

SIZING AND ACTUAL R-VALUE
6" Block + 1 Energy Stick (R-30+*) = 4" Concrete
8" Block + 1 Energy Stick (R-30+*) = 6" Concrete
10" Block + 1 Energy Stick (R-30+*) = 8" Concrete
10" Block + 2 Energy Sticks (R-39+*) = 6" Concrete
12" Block + 1 Energy Stick (R-30+*) = 10" Concrete
12" Block + 2 Energy Sticks (R-39+*) = 8" Concrete
12" Block + 3 Energy Sticks (R-48+*) = 6" Concrete
* This represents the overall average wall R-value. As an example in wood frame construction a wall with R-19
batt insulation will have an overall average wall R-value of less than R-16 due to thermal bridging.

Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 75

Menifee Mayor and City Council
June 5, 2024
Page
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(877) 369-2562 | FOXBLOCKS.COM | TRUEGRIDPAVER.COM 1.01.01 Technical Information & Product Guide Update V8.0 22 FOX BUCK CONTINUOUS

INSULATION
The Fox Buck is a certified, fully
integrated, continuous insulation
window and door buck for
commercial and residential
ICF wall openings. Fox Buck
completed 3rd party testing and
obtained State of Florida product approval (FL 17775) for all of Florida, including Miami- Dade counties. To obtain certification and Florida code approval, the Fox Buck met and passed several tests related to wind and impact resistance, moisture and air infiltration, and fire related tests. The Fox Buck can be used in place of pressure treated wood bucks that tend to expand, contract, warp and move within the high moisture climates. 2" thick for easy
measurements
Full 1½" wide full
height fastening
zone for door and
window attachment
Notches ensure proper Fox Buck
and Fox Blocks alignment
48" height to
match block lineup
Dual full length 1" x 1" grooves to
create solid concrete barriers against
drafts and moisture penetration
Designed slots in the buck face allow
for trapped air to escape
Full width fastening
zones @ 8" o/c across
the buck face surface
Circles marked @ 16" o/c
for sill cutouts to ensure
proper consolidation

FOX BUCK NUMBERS
Available Sizes 4" 6" 8" 10" 12"
Total Width 9¼" 11¼" 13¼" 15¼" 17¼"
Total Length 48" 48" 48" 48" 48"
Bag Quantity 10 10 10 10 10
Bag Weight 26 lbs 28 lbs 32 lbs 35 lbs 38 lbs
The 1" x 1" notches create a dual barrier against drafts and moisture penetration. When installed properly,
the concrete barrier protection is continuous around
the entire opening. These barriers also anchor the Fox
Buck to the wall with enough strength to hold in most
weather* conditions
Photo above reveals consolidated concrete
barriers created within the Fox Buck
* Contact Fox Blocks for high wind anchoring
recommendations.

Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 76

Menifee Mayor and City Council
June 5, 2024
Page
562 of 1108

(877) 369-2562 | FOXBLOCKS.COM | TRUEGRIDPAVER.COM1.01.01 Technical Information & Product Guide Update V8.0 23 PRODUCTS & ACCESSORIES

FOX BUCK INSTALLATION
INSTALLATION STEPS:

STEP 1
a) Build wall as normal with
opening 4" larger than
rough opening.
b) Ensure all opening rebar is
properly placed and secured.
c) Double check opening
measurements.

STEP 2
a) Cut sides to length and notch
each end 1" as in photo.
b) Place Fox Buck sides into place
and hold with tape.

Option: Spray foam can be used
to completely seal buck to block
STEP 3
a) Cut and place top and bottom
Fox Bucks
Option: Spray foam can be used
to completely seal buck to block
b) Penetrate all slots with a nail
or screw to ensure
entrapped air can
escape during
concrete placement.

STEP 4
Cut and remove all circles in sill.

This will ensure proper concrete
consolidation during concrete
placement.

Notes:

It is preferred to have these circles
cut out prior to placing the Fox Buck
sill in place. This will eliminate any
foam cutouts accidently falling into
wall cavity.

Holes can be cut square to allow
maximum hole size for concrete
placement.

STEP 5
Brace inside opening to hold square
during concrete placement.

STEP 6
When openings are close to a
corner, strapping is required to hold
corner in place during concrete
placement.

Temporary
support
can be
attached to
Fox Buck
fastening
zones.

Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 77

Menifee Mayor and City Council
June 5, 2024
Page
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(877) 369-2562 | FOXBLOCKS.COM | TRUEGRIDPAVER.COM 1.01.01 Technical Information & Product Guide Update V8.0 24 xLERATOR
®
LEDGE

REINFORCEMENT
From foundation to finish, the Fox Blocks patented
family of products helps you get the job done more
efficiently. Combining industry feedback with the
Fox Blocks product design team creativity, we
offer an impressive array of product innovations
that benefit the owner, the contractor, AND the
design team.

FOX BLOCKS’ xLERATOR – the only product of its kind in the industry and first one to meet ACI 318 guidelines – is a patented ICF ledge reinforcement system that offers unmatched versatile performance ideal for supporting brick and stone exterior finishes, as well as slabs, floors and other structural features.

The one-piece, 4-foot long, welded wire reinforcement piece simply drops into the pre-formed slots in Fox Blocks’ ledge form.

There’s never been a faster way to meet deadlines and building code requirements, all while significantly reducing labor costs and delays associated with pre-bent stirrups or in-field rebar reinforcement.

BENEFITS INCLUDE
• DROP & GO
Fully engineered ledge system allows you to easily place the ledge form, drop in the xLerator reinforcement piece and fill with concrete.
• ACI 318 COMPLIANT
ONLY xLerator meets ACI 318 guidelines for ICF
ledge reinforcement.
• WEATHER RESISTANT
Hot-dipped galvanized to protect from corrosion for
lasting durability.
• FULLY ENGINEERED
Comes complete with full engineering details for
multiple applications.
• MAXIMUM STRENGTH
Reinforcement in all 6 ledge corbels.
• VERSATILE
One size fits both 6" and 8" ledge forms.

WHY HOT-DIPPED GALVANIZED?
Hot-dip galvanization is the process of taking steel and dipping it into molten zinc to serve as a protective coating.

If rebar in a ledge form is NOT galvanized, it’s subject to corrosion because it is placed close to the outside edge of the brick ledge, sits in a foam slot, and is not completely encased in concrete. This allows water to reach the rebar and causes it to rust. As the rebar rusts, it expands, causes concrete to crack, and undermines the stability of the ledge.

Since the xLerator is hot-dipped galvanized, it protects the reinforcement from rusting and maintains the integrity of the concrete meeting ACI 318 guidelines.

APPLICABLE ACI 318 GUIDELINES
Deformed Welded Wire Reinforcement (WWR)
• Reinforcement in every corbel
• WWR 60,000 PSI Yield Strength
• xLerator meets these guidelines
xLerator Closeup
Covered by US Patent
#7437858
Mitered Ledge Corner
Ledge Form with xLerator
Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 78

Menifee Mayor and City Council
June 5, 2024
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(877) 369-2562 | FOXBLOCKS.COM | TRUEGRIDPAVER.COM1.01.01 Technical Information & Product Guide Update V8.0 25 PRODUCTS & ACCESSORIES
ULTIMATE LOAD CAPACITY, PU = 2000PLF
Example Application Calculated ultimate load
tributary area X LoadX Load Factor
Brick 35 Ft. x 40 PSF x 1.4 = 1960 PLF
Stone 17½ Ft. x 80 PSF = 1960 PLF
Wood Floor Joists 22½ Ft. tributary area or 45 Ft. clear span 22½ Ft. X (20 PSF x 1.2 + 40 PSF x 1.6) = 1980 PLF
Precast Hollowcore Floor 14½ Ft. tributary area or 29 Ft. clear span 14½ Ft. x (60 PSF x 1.2 = 40 PSF x 1.6) = 1972 PLF
Notes:

1. Load capacity is based on a concrete strength of 2500 PSI or greater and to KSI Fox Blocks’ xLerator reinforcement meeting ASTM A496

2. Load factors are based on ACI 318-11.

3. Tributary floor span is the length of floor supported by the ledge form, which is commonly half of the clear span.

4. Acceptable masonry heights and floor spans shown in the table are based on the structural capacity of the ledge only and may be limited by other factors.

Consult a design professional for acceptable heights or unsupported masonry and floor spans.
xLERATOR® ENGINEERING LOAD CAPACITY
tieKEY
®

MASONRY ANCHOR
Designed by Fox Blocks, the tieKey
anchor is a patented, cast-in-place,
adjustable masonry tie anchor that
embeds into the concrete wall formed
by Fox Blocks. This award winning
product provides the strength and
security required when installing
brick or stone veneer finishes.

SEE HOW THE TIEKEY HAS

BEEN PUT TO THE TEST
• Third party tested for tension and
compression strength.
• Simplifies the installation of brick or stone
exterior finishes.
• Adjustable wire tie accommodates construction
tolerances and allows for larger differential
movement for the brick finish.
• Provides strong resistance to negative and
positive lateral forces.
• Available in two materials: hot-dipped
galvanized steel or stainless steel.
• Recipient of the World of Concrete’s Most
Innovative Products Award.
tieKey Closeup
Covered by US Patent #8347531
Wire Tie Not
Included
tieKey In Use
Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 79

Menifee Mayor and City Council
June 5, 2024
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(877) 369-2562 | FOXBLOCKS.COM | TRUEGRIDPAVER.COM 1.01.01 Technical Information & Product Guide Update V8.0 26 HV CLIP PLACEMENT:

BOTTOM ROW:

Horizontally across every joint
CORNERS:

Horizontally across each joint
Vertically on first ties
TOP ROW:

Horizontally across every joint
Vertically on second tie from every joint
OPENINGS:

Vertically up wall on each side of openings
BUDGET:

One box for every 130 block ordered
One box = 250 Fox Blocks HV Clips
2 3
3 1
3 2

FOX BLOCKS

HV CLIP
Contractors asked for a wire clip to secure
their Fox Blocks jobs together so the team
at Fox Blocks went to work designing one.

Fox Blocks ties are engineered to be
perfectly balanced, spaced at 8" o/c
Horizontally and Vertically, giving flat walls
post concrete. This allowed us to put all of
our design into one wire clip which helps
everyone with only one SKU.

Using the Fox Blocks HV Clip eliminates
the need for truss wire completely on
your jobs. The result is that for about
half the cost of the truss wire you will
get a stronger and straighter job.

The Fox Blocks HV Clip has been
engineered with eight bends allowing
one clip to work horizontally
or vertically.

FOX BLOCKS HV CLIP POSITIONS
Vertical Clips in Place Horizontal Clips in Place
Note: You can skew the HV Clip a notch or two for an
even tighter fit, if needed.

FOX BLOCKS HV CLIP BEING USED ON JOBS
Vertical & Horizontal Clips
in place close to corner
Showing HV Clips holding down a
top row that has been cut down to
+/- 8" in height
Product Label
1 1
2 1
3 8"
Item Title: 11.1
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Menifee Mayor and City Council
June 5, 2024
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(877) 369-2562 | FOXBLOCKS.COM | TRUEGRIDPAVER.COM1.01.01 Technical Information & Product Guide Update V8.0 27 PRODUCTS & ACCESSORIES

ICF BRACING/SCAFFOLD

WHY WE USE ICF

BRACING/SCAFFOLD
Safe work site and straight walls
ICF Bracing Systems provide
adjustment to align the walls to
a string line, enabling perfectly
straight walls after concrete
placement. No one has
an eye good enough to
straighten walls longer
than 20'.

With proper kits, most systems can
be used for walls up to 24' tall.

Contact Fox Blocks for walls over 24'
tall. Systems are available for ICF tall
walls 30' to 60' in height.

Most scaffold brands
have racks to store and
transport ICF Bracing.

Simply stake or screw
the turnbuckle feet to
the ground or floor.

Typical Bracing / Scaffold Setup

AVAILABLE THROUGH FOX BLOCKS
Follow bracing/scaffold manufacturer recommendations.

FACTS
Bracing is typically installed on inside wall
face but can also be on the outer side.

Budget one brace set for every 6 ' of
wall length. End user provides
planks, railing & screws.

Typical bracing set is 3 pieces -
Steel Strongback, Platform Bracket
and Adjustable Brace Pole.

When building walls over three courses tall Fox
Blocks recommends the use of an OSHA approved
ICF Bracing/Alignment/Scaffolding system.

ICF BRACING/SCAFFOLD HAVE

THREE MAIN PARTS
1) STIFF BACK WHICH IS ATTACHED TO THE STUDS

IN THE WALL
Screw to ties in block which are 8" o/c. One screw per block row. 2) TURNBUCKLE WHICH ADJUSTS THE WALL.

Threaded rod within the turnbuckles tilt wall in or out as you turn it. 3) PLANK SUPPORT ARM FOR SCAFFOLD.

Will accept two 2 x 10s and toe kick.
* Guard rail posts are also provided for those taller jobs Adjustable Turnbuckle
on each set.

Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 81

Menifee Mayor and City Council
June 5, 2024
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(877) 369-2562 | FOXBLOCKS.COM | TRUEGRIDPAVER.COM 1.01.01 Technical Information & Product Guide Update V8.0 28 FOX BLOCKS FIELD CUT
90˚ CORNERS

USING STANDARD FORMS FOR CORNERS
The versatility of Fox Blocks allows for the
standard forms to be cut on-site to make 90˚
corners, angled-mitered corners or radius walls.

STEPS FOR FIELD CUT 90 ˚ CORNERS
1) Use a full block and a half length block to make the corner.

This will allow for the running bond coursing in the wall. 2) Place one block on top of another block and mark the cut lines to allow the short block to butt against the long block. 3) This alignment requires that only one tie in each block needs to be cut.
4) Align the blocks as per the second diagram.
5) On the next course, use a full block over the short block and a short block over the full block. Cut the blocks having the same joint alternate the alignment joint configuration on each course.

6) After installing the strapping, spray foam the exterior vertical joint.

7) The outside of the corner will require robust strapping (2 x 4, two per course) on every course, as detailed to control the pressure during concrete placement.

8) In placing concrete, minimize the internal pressure at these corners by slowly allowing the concrete flow into the concrete.

Notes:

A) Field cut corners will interlock with standard corner forms.

B) For additional support, vertically brace the outside of each block at these corners.

C) Field cut corners will interlock with standard corner forms.

D) For additional support, vertically brace the outside of each block at these corners.

E) Refer to Technical Bulletin 1.02.09 for Field Cut
Angle-Mitered Corners.

F) Refer to ILC Video Library on Field Cuts.

Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 82

Menifee Mayor and City Council
June 5, 2024
Page
568 of 1108

(877) 369-2562 | FOXBLOCKS.COM | TRUEGRIDPAVER.COM1.01.01 Technical Information & Product Guide Update V8.0 29 HOW-TO

FOX BLOCKS FIELD CUT
ANGLES

WHEN A MITERED CORNER IS NEEDED
1) Place a straight block on top of another block
and rotate to the desired angle. Take care to
place plastic ties in a position that will minimize
the amount of cutting.
2) When you are satisfied with the positioning mark
both block on the outside faces where they meet.

Notice in the example the block was positioned
so no plastic ties are cut. See Note B.
3) Cut both block and position in the wall. Take care
to ensure the block has been cut so that it does
not force the wall apart. It is better to be a bit
short than too long. See Note A.
4) Once wall is built, stitch and brace the outside
with plywood or dimensional lumber. At this point
some spray foam can be used to fill in any gaps
as long as you have it braced together to keep
the expanding spray foam from pushing
angle apart.
5) Place concrete.

NOTE: Corner will have a very high load of concrete
during placement. Please take the time to brace the
corner properly.

Notes:

A) It is better to be short than it is to be long when
making cuts. If the cuts are short you can always use
spray foam once the wall is completely built, leveled
and plumbed.

B) Plastic ties can be cut if needed as the corner will be braced with lumber anyway. We just try to not cut
through the plastic because it takes more effort.

C) When cutting remaining rows of block ensure the cut
starts at the same location as the first row so that
interlock will line up.

D) Use spray foam only after is completely stacked
and prior to placing concrete.

Use screws long enough to pass through the plastic
ties completely. If your screws do not hold they
need to be longer.

Example is a
45 degree angle.

Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 83

Menifee Mayor and City Council
June 5, 2024
Page
569 of 1108

(877) 369-2562 | FOXBLOCKS.COM | TRUEGRIDPAVER.COM 1.01.01 Technical Information & Product Guide Update V8.0 30 1) Cut block for long leg of corner (cut-off will give you an 8" off cut you can use elsewhere in your wall).
2) Cut block for short leg of corner (cut-off will give you a 24" off cut you can use elsewhere in your wall).
3) Build wall creating a stacked seam.
4) Once wall is built brace with plywood and 2 x 4s.
a) Screw plywood to 2 x 4
b) Screw 2 x 4 to Fox Blocks ties
c) Screw plywood to Fox Blocks corners
5) Place concrete.
1) Place a Standard form over a Corner Form.
2) Mark the cut lines to cut one leg of the corner form and one side of the standard form.
3) Cut the forms and cut out one web in the corner
and one in the standard form.
4) Build the wall creating a stack seam.
5) Once the wall is built brace with plywood and 2 x 4s.

FOX BLOCKS FIELD CUT

SHORT CORNERS

USING EXTENDED FOX BLOCKS CORNERS

OPTION ONE OPTION TWO

SHORTEST RETURN POSSIBLE
4" = 9 ¼"
6" = 11 ¼"
8" = 13 ¼"
10" = 15¼"
12" = 17¼"
You may need to leave a gap at the stacked seam and
use spray foam to fill prior to installing the bracing.

Each properly placed #8 deck screw will give you
27 pounds of holding power in straight pullout and
70 pounds in shear. This includes a safety factor of 5.

Note: Corner will have a very high load of concrete
during placement. Please take the time to brace the
corner properly.

Cut
Cut
Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 84

Menifee Mayor and City Council
June 5, 2024
Page
570 of 1108

(877) 369-2562 | FOXBLOCKS.COM | TRUEGRIDPAVER.COM1.01.01 Technical Information & Product Guide Update V8.0 31 HOW-TO

FOX BLOCKS RIM JOIST

ATTACHMENT
There are several ways to attach a floor diaphragm to a Fox Blocks wall. The most common has been to simply use common anchor bolts. See bottom of page for other options.

STEPS FOR RIM JOIST ATTACHMENT
1) Build wall to within one row above rim joist location 2) Mark out top and bottom of rim joist location
3) Mark out o/c locations for anchor bolts
4) Cut out 4" x height of rim joist. Angle top cut up into block to allow air to escape during concrete placement.
5) Place rim joist and attach to Fox Blocks ties with 3" deck screws 6) Mark out anchor bolt locations and drill holes
7) Reach inside the Fox Blocks wall and insert the anchor bolt through the hole you drilled
8) Place washer and nut onto anchor bolt. You are now ready for concrete.

OTHER OPTIONS INCLUDE
A) Simpson Strong-Tie ICF Ledger Connector
B) Fox Blocks Corbel Ledge
End view of completed
Rim Joist attachment
Example Two - Double @ 24" o/cExample One - Staggered @ 16" o/c Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 85

Menifee Mayor and City Council
June 5, 2024
Page
571 of 1108

(877) 369-2562 | FOXBLOCKS.COM | TRUEGRIDPAVER.COM 1.01.01 Technical Information & Product Guide Update V8.0 32 BASIC CONCRETE

PLACEMENT
HEIGHT OF LIFT 5" (125MM) SLUMP

DISTANCE AHEAD
6" (150MM) SLUMP

DISTANCE AHEAD
1½ Blocks (2' - 0") 2' - 4" 3' - 0"
2 Blocks (2' - 8") 3' - 0" 3' - 8"
2½ Blocks (3' - 4") 3' - 8" 4' - 4"
3 Blocks (4' - 0") 4' - 6" 5' - 6"

IMPORTANT STEPS TO A SUCCESSFUL CONCRETE PLACEMENT

A) VOLUME AND MIX DESIGN AND SLUMP

CALCULATING VOLUME
Fox Blocks are exactly 4", 6", 8", 10" or 12" in concrete width. Length x Height x Width to calculate volume needed.

CHOOSING MIX DESIGN
Follow building code and/or Engineer of Record specifications for your concrete mix design requirements.

Admixtures are not required but may help your concrete placement.

Concrete changes throughout North America due to different aggregate, sand, water quality and cement brand being used. Admixtures that work good in one area may not work in another area. Fox Blocks recommends you work closely with your local ready mix supplier for a mix design that will work on your project.
1) Fly ash replacement of cement content up to 30% works well in Fox Blocks walls to improve flow-ability and consolidation.
2) Mid-Range water reducers work well in Fox Blocks walls and will help in flow-ability and consolidation. 3) Gradated mix designs with optimum coarse, intermediate, and fine aggregate ratios can improve flow-ability and consolidation within Fox Blocks walls.

PROPER SLUMP

1) Slump should be as close to 5" to 6" (125mm to 150mm) as possible. 2) Exceeding this slump could cause wall to grow.
3) Less than recommended slump could create consolidation issues. 4) Slump can be roughly measured within the wall as you place the concrete. Use the chart below to know how far ahead your concrete should flow from your placement position when using the desired slump.

This is only a rough guide and can change with concrete design and age.

Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 86

Menifee Mayor and City Council
June 5, 2024
Page
572 of 1108

(877) 369-2562 | FOXBLOCKS.COM | TRUEGRIDPAVER.COM1.01.01 Technical Information & Product Guide Update V8.0 33 HOW-TO

B) CONCRETE PLACEMENT PLAN
1) Start concrete placement away from corners. Freshly placed concrete will act as an anchor to hold wall in place as concrete enters the corners.
2) Divide wall height into lifts heights for a comfortable placement. Most wall 8' to 12' high will work best with three lifts of concrete.
3) Final lift of concrete should be no less than 16" and preferably 24". If the final lift is less than 16", concrete placement will be very difficult due to concrete pump needing to slow down.

C) CONSOLIDATION PLAN
1) Fox Blocks walls require consolidation.
2) Internal, external or rodding are acceptable consolidation techniques. 3) Internal vibrator head should be 1" in diameter or less. 4) Consolidate each lift of concrete prior to placing the next lift. 5) Internal vibrator should be dropped to bottom of the current lift of concrete and then slowly brought to the surface (approximately 3" per second).
6) External vibration can be using an impact tool which will shake the internal ties which will ensure rebar is completely encased in concrete.
7) External consolidation should start at bottom of concrete lift and move to top of concrete lift to move entrapped air to the surface.

Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 87

Menifee Mayor and City Council
June 5, 2024
Page
573 of 1108

(877) 369-2562 | FOXBLOCKS.COM | TRUEGRIDPAVER.COM 1.01.01 Technical Information & Product Guide Update V8.0 34 One row of Fox Blocks.

Fox Blocks is designed to accept
a 2 x 4 resting on top of the tie.

Attach with screws through face of tie.

One and one half rows of Fox Blocks
After concrete placement, cut block
and remove 2 x 4 to create a shelf for
slab to rest on.

Using Curb Block allows you to lower
slab, giving a curb that does not require
any finish. Taper is field cut into the top
outside edge.

Footings and reinforcing
to meet local building codes.

FOX BLOCKS SHALLOW

FROST/STEM WALLS
Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 88

Menifee Mayor and City Council
June 5, 2024
Page
574 of 1108

(877) 369-2562 | FOXBLOCKS.COM | TRUEGRIDPAVER.COM1.01.01 Technical Information & Product Guide Update V8.0 35 HOW-TO

EXTERIOR FINISHES
Fox Blocks provide a high-performance solid wall substrate, with high thermal efficiency, as a weather resistive barrier, air and vapor barriers, with continuous fastening strips, equally spaced to meet specifications for attachment of all exterior finishing materials.

The EPS and reinforced concrete provide a compatible and resilient substrate for all finishes, residential and commercial – either attached or directly applied.

FOX BLOCKS ADVANTAGES
Vinyl or aluminum siding is attached directly to the blocks with screws at the specified spacing. The Fox Blocks fastening strips, continuous (no gaps) are spaced at 8" o.c. and indicated on the blocks. Fox Blocks corner forms have extra wide fastening strips to accommodate siding corner trim strips. Only Wood siding requires furring strips between the ICF and wood, providing air flow to dry the surface.

EXTERIOR FINISH
SIDING
CEMENT
BOARD

MASONRY
VENEER
STONE
VENEER
STUCCO
METAL
Cement board siding is directly attached to the blocks with self-counter sinking screws. Screw spacing is per siding manufacturers specifications. Vertical siding will require furring strips fastened to the Fox Blocks.

Review the Fox Blocks Fastener Technical Bulletin 1.08.08.

The Fox Blocks ‘tieKey’ is a masonry anchor that is inserted through the EPS and cast into the concrete. Masonry veneer is supported on the Fox Blocks Corbel block or a Taper-Top block. No WRB is required over the Fox Blocks, once the concrete has been placed and the tieKeys are secure, masonry or stone can begin.

Simulated stone is a direct applied application with a base coat over the Fox Blocks. As a solid substrate, with minimum expansion or contraction, Fox Blocks provides an excellent substrate for simulated stone finishes.

Review the Manufactured Stone Veneer Technical Bulletin 1.08.06 Fox Blocks EPS is Type II which is very compatible for the direct application of acrylic stucco, just prep the walls and apply the base coat. The metal lath for hard coat (traditional) stucco is directly fasten to the Fox Blocks fastening strips with screws or staples and finish coats are applied.

Industrial, flat or corrugated, metal siding is typically installed vertically, this will require metal girts installed directly the Fox Blocks. The girts provide an air space to dissipate and moisture behind the siding.

Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 89

Menifee Mayor and City Council
June 5, 2024
Page
575 of 1108

(877) 369-2562 | FOXBLOCKS.COM | TRUEGRIDPAVER.COM 1.01.01 Technical Information & Product Guide Update V8.0 36 PROJECT MENU
Create new or open existing estimates, export
data, print, add pricing and notes.

PROJECT DATA
Insert the exact information regarding the project
and create worksheet for each phase of the build.

WORKSHEET
Unlimited number of worksheets which user
can name for reference.

WALL
Enter the exact info on each wall per worksheet.

FOX BLOCKS ACCESSORIES
Enter the required accessories per worksheet.

OPENINGS
Enter the opening sizes, remove concrete volumes,
add buck material.

WALL DATA & WORKSHEET

MATERIAL SUMMARY
Calculated summary of materials on worksheet
and wall data.

FOX BLOCKS SUMMARY
The sum of all worksheets combined.

REBAR
Enter rebar size and spacing per worksheet.

CONCRETE
Calculates the concrete volume per worksheet,
allows for waste. Can add for footings, slabs,
piers, etc.

TRUEGRID
Calculate material quantities for TRUEGRID products.

COMPACT TILT
Calculate compact forms for tilt-up.

MAN HOURS
Calculates construction man hour rates using construction variables and crew size.

PROJECT WORKBOOK
Summarizes all input for project materials from all tabs. Allows user to input other costs for project.

The Estimator Pro has helpful hints and product information easily accessible within the program. It is a browser-based program that does not need to be downloaded or installed, and is compatible across all formats and all devices. Once opened, bookmark or save as a favorite, and you will be able to use it even when you do not have internet access.

FOX BLOCKS

ESTIMATOR PRO
Fox Blocks Estimator Pro is a simple program to achieve a full summary of all the materials required for a Fox Blocks project, residential or multi-story commercial.

Using the program provides a clear and accurate estimate to which material and labor prices may be assigned to develop precise quotes and orders for any project.

From the Fox Blocks website access the web based program and also find ‘how to’ documentation and videos.

Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 90

Menifee Mayor and City Council
June 5, 2024
Page
576 of 1108

(877) 369-2562 | FOXBLOCKS.COM | TRUEGRIDPAVER.COM1.01.01 Technical Information & Product Guide Update V8.0 37 ESTIMATING

MAN HOUR RATES
Man Hour Rates (MHR) are used to budget a job properly and efficiently based on square footage with a specific crew size. There are many variables in establishing the overall timeline to estimate and complete projects. Most contractors document their production rates without realizing that time /square footage built will give them a man hour rate, similar to one found in cost estimating programs, such as RS Means.

Over 25 years of history in the ICF business has allowed Fox Blocks to establish accurate numbers to budget future ICF jobs by using the Man Hour Rate tab in the Estimator Pro program.

This table lists examples of MHR based on project square footage and various conditions.

MHR JOB TYPE
1 .055 or less Very efficient crew building a simple job with less than six corners, less than four openings and few or no embeds.
2 .06
.065
.07
Average job with less than eight corners,
less than eight openings, and less than eight embeds.
3 .075
.08
.085
Most common MHR for new crews on moderate or large jobs.

This covers complex residential jobs with 12 or less corners.

This MHR area also works with large commercial jobs with basic 16" o/c rebar and few openings.
4 .085
.095
.10
.105
Very complex residential jobs with 12 or more corners and many openings and embeds. Also includes commercial jobs with many openings and embeds or more than 3 levels
in height.
5 .11 and over Jobs with at least three of the following:

More than 8 short corners (30" or less), high seismic rebar design, more than 20 openings, many embeds, extreme weather, using the wrong scaffold for wall height, over 3 levels in height.

Square Foot of Job (SFJ) = Length * Height (of Fox Walls being built) SFJ * MHR = MAN HOURS TO BUILD JOB
Example: Job has 180 Lineal feet (LF) of wall that is 12' tall. 180 * 12 = 2160 square feet (SF) Job has 6 corners with 6 openings and basic 16" o/c rebar design. Crew has a bit of experience and ICF scaffold is used. We recommend aiming for a .075 MHR but use .085 MHR as a budget number. With experience you will become more efficient, landing more work with more profit.
2160 * .085 = 183.6 Total Man Hours (TMH) for job
183.6 TMH / 6 man crew = 30.6 Total Crew Hours (TCH)
These numbers are estimates only. Many factors will effect the outcome of a job which needs to be taken into account. Please document all work and reflect back to your own crews history when completing budgets for upcoming work. We would like to thank contractors for sharing past history allowing us to build accuracy into this document.

Estimator Pro is available, free, on the Fox Blocks website. Contractors are also encouraged to keep a history of MHRs to improve accurate for successfully quoting on future projects. Utilize the Fox Blocks Field Guide to record this information.

NOTES:

Size of job is not as big of a
factor as you would think.

The only time the size of job
is really a factor is when the
job is so large that the crew
can gain speed while building,
which lowers the MHR. This will
usually be on jobs over 20,000
square feet using the same
crew throughout.

WAYS TO LOWER
YOUR MHR:

1. Pre-Plan Job

2. Proper Size Crew for Job

3. Stage Materials Close to Job

4. Use Proper Scaffold/Bracing

5. Pre-Build Opening Bucks

6. Proper Rebar Placement

7. Fox Training for Crew
Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 91

Menifee Mayor and City Council
June 5, 2024
Page
577 of 1108

(877) 369-2562 | FOXBLOCKS.COM | TRUEGRIDPAVER.COM 1.01.01 Technical Information & Product Guide Update V8.0 38 SAMPLE CROSS

SECTIONS
Fox Blocks are designed to make walls. Take the time
to understand your on site height requirements to
ensure accurate material takeoffs.

FOR ALL WALLS:
• Walls can be 4", 6", 8" 10" or 12" concrete thickness • Taper Top Block at top of wall is optional
• Bearing on slab or footing designed to carry load
• Place proper rebar to meet local building codes or engineering 8' 0" WALL
6 - 16" Tall Block
8' 4" WALL
6 - 16" Tall Block
1 - 4" Tall Block
9' 4" WALL
7 - 16" Tall Block
10' 0" WALL
7 - 16" Tall Block
1 - 8" Tall Half Block
22' 0" WALL
16 - 16" Tall Block
1 - 8" Tall Half Block
Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 92

Menifee Mayor and City Council
June 5, 2024
Page
578 of 1108

(877) 369-2562 | FOXBLOCKS.COM | TRUEGRIDPAVER.COM1.01.01 Technical Information & Product Guide Update V8.0 39 ESTIMATING
22'-0" TALL SAMPLE SHOP WALL
When planning any wall you want full understanding of the job for accurate takeoffs and low man hour rates. The above job required a 4'-0" stem / frost wall and 16'-0" tall door openings. The contractor used the same cross section to decide the concrete lift heights. The concrete lift heights decide the vertical rebar lengths.

Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 93

Menifee Mayor and City Council
June 5, 2024
Page
579 of 1108

(877) 369-2562 | FOXBLOCKS.COM | TRUEGRIDPAVER.COM 1.01.01 Technical Information & Product Guide Update V8.0 40 FOX BLOCKS BY THE NUMBERS
ITEM
NUMBER
BLOCK
TYPE
TOTAL
WIDTH
TOTAL
HEIGHT

OUTSIDE

DIMENSIONS

LENGTH/

SURFACE
AREA
INSIDE

DIMENSIONS

LENGTH/

SURFACE
AREA

CONCRETE
VOLUME
YD

CONCRETE
VOLUME
M
BUNDLE
QUAN-
TITY

ACTUAL BUNDLE
SIZE

LENGTH/WIDTH/
HEIGHT
WEIGHT

BUNDLE/
PIECE
4 FOX-
S400
Straight
Block 9.25 16 48 5.33 48 5.33 0.066 0.05 12 38 49 49 84 7 FOX-
S400HB
Straight Half
Block 9.25 8 48 2.67 48 2.67 0.033 0.025 24 38 49 49 84 3.50 FOX-
EC490
90˚ Corner
Block
(38 x 22)

9.25 16 60 6.67 41.5 4.61 0.07 0.0535 12 46 47 49 95 7
FOX-
EC490HB
90˚ Corner
Half Block 9.25 8 60 3.34 41.5 2.31 0.0348 0.027 24 46 47 49 95 3.5 FOX-
BUCK4 Fox Buck 9.25 2 48 3.08 N/A N/A N/A N/A 10 48 9.25 23 29 2.9 FOX-
EC445
45˚ Corner
Block
(34 x 18)

9.25 16 52 5.78 44 3.57 0.066 0.05 9 40 50 49 58 6.4
FOX-
TBT4T6
Transition
T Block
(4" to 6")

9.25 16 36.75 4.083 4.75 0.528 0.066 0.05 12 49 38 49 87 7.25 6 FOX-
S600
Straight
Block 11.25 16 48 5.33 48 5.33 0.099 0.0757 12 45.5 49 49 90 7.5 FOX-
S600HB
Straight Half
Block 11.25 8 48 2.67 48 2.67 0.494 0.0378 24 45.5 49 49 90 3.75 FOX-
EC690
90˚ Corner
Block
(40 x 24)

11.25 16 64 7.11 41.5 4.6 0.105 0.08 12 53 49 49 102 8.47 FOX-
EC690HB
90˚ Corner
Half Block 11.25 8 64 3.56 41.5 2.31 0.0543 0.0415 24 53 49 49 102 4.25 FOX-
C645
45˚ Corner
Block
(26 x 18)

11.25 16 44 4.89 34.875 3.85 0.082 0.063 9 40 49 49 58 6.4 FOX-
TB600
T-Block
Short 11.25 16 44 4.89 4.375 N/A 0.105 0.08
6 (3+3) 40.25 43.25 49
56 9.4
T-Block Long 11.25 16 44 4.89 12.375 N/A 0.121 0.0925 56 9.4 FOX-
BL600 Corbel Ledge 11.25 16 48 5.33 N/A N/A 0.129 0.099 9 45.25 49 49 80 8.8 FOX-
TT600 Taper Top 11.25 16 48 5.33 N/A N/A 0.111 0.085 12 45.25 49 49 87 7.25 FOX-
RB60_ Radius 11.25 16 16 1.77 N/A N/A 0.033 0.025 27 39 49 49 68 2.5 FOX-
BUCK6 Fox Buck 11.25 2 48 3.75 N/A N/A N/A N/A 10 48 11.5 23 33 3.3 FOX-
TBT6T4
Transition
T Block (6"
to 4")

11.25 16 34.75 3.861 4.75 0.528 0.082 0.063 9 44 36 50 64 7.1 8 FOX-
S800
Straight
Block 13.25 16 48 5.33 48 5.33 0.132 0.101 12 54.5 49 49 90 7.5 FOX-
S800HB
Straight Half
Block 13.25 8 48 2.67 48 2.67 0.065 0.05 24 54.5 49 49 90 3.75 FOX-
EC890
90˚ Corner
Block (42
x 26)

13.25 16 68 7.56 41.5 4.6 0.153 0.117 6 41 44 49 60 9.83 FOX-
EC890HB
90˚ Corner
Half Block 13.25 8 68 3.78 41.5 2.3 0.076 0.058 12 41 44 49 60 4.91 FOX-
C845
45˚ Corner
Block (28
x 20)

13.25 16 48 5.33 37 4.11 0.117 0.089 9 53 47 49 58 6.4
continued...

Appendix
Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 94

Menifee Mayor and City Council
June 5, 2024
Page
580 of 1108

(877) 369-2562 | FOXBLOCKS.COM | TRUEGRIDPAVER.COM1.01.01 Technical Information & Product Guide Update V8.0 41 APPENDIX
ITEM
NUMBER
BLOCK
TYPE
TOTAL
WIDTH
TOTAL
HEIGHT

OUTSIDE

DIMENSIONS

LENGTH/

SURFACE
AREA
INSIDE

DIMENSIONS

LENGTH/

SURFACE
AREA

CONCRETE
VOLUME
YD

CONCRETE
VOLUME
M
BUNDLE
QUAN-
TITY

ACTUAL BUNDLE
SIZE

LENGTH/WIDTH/
HEIGHT
WEIGHT

BUNDLE/
PIECE
8 FOX-
TB800
T-Block
Short 13.25 16 44 4.89 4.75 N/A 0.141 0.108
6 (3+3) 40.25 43.25 49
56 9.4
T-Block Long 13.25 16 44 4.89 8.75 N/A 0.152 0.116 56 9.4 FOX-
BL800 Corbel Ledge 13.25 16 48 5.33 N/A N/A 0.162 0.124 9 53.25 49.5 49 80 8.9 FOX-
TT800 Taper Top 13.25 16 48 5.33 N/A N/A 0.144 0.11 12 54.5 49.25 49 87 7.3 FOX-
S800CB
Curb Block -
Straight 13.25 16 48 5.33 N/A N/A 0.132 0.101 12 54.5 49 49 91.2 7.6

FOX-EC-
890CB
Curb Block -
90˚ Corner 13.25 16 68 7.56 41.5 4.6 0.145 0.111 6 41 44 49 60 9.92 FOX-
BUCK8 Fox Buck 13.25 2 48 4.42 N/A N/A N/A N/A 10 48 13.5 23 38 3.2 FOX-
TBT8T4
Transition
T Block (8"
to 4")

13.25 16 34.75 3.861 4.75 0.528 0.106 0.081 9 49 36 50 66 7.3 FOX-
TBT8T6
Transition
T Block
(8" to 6")

13.25 16 36.75 4.083 4.75 0.528 0.116 0.089 9 49 38 50 69 7.67 10 FOX-
S1000
Straight
Block 15.25 16 48 5.33 48 5.33 0.165 0.126 9 46 49 49 74 7.86 FOX-
S1000HB
Straight Half
Block 15.25 8 48 2.67 48 2.67 0.0823 0.063 18 46 49 49 74 3.93 FOX-
EC1090
90˚ Corner
Block
(42 x 26)

15.25 16 68 7.56 41.5 4.6 0.181 0.138 6 41 44 49 68 10.5 FOX-
EC1090HB
90˚ Corner
Half Block 15.25 8 68 3.78 41.5 2.3 0.092 0.07 12 41 44 49 68 5.25 FOX-
BUCK10 Fox Buck 15.25 2 48 5.08 N/A N/A N/A N/A 10 48 15.5 23 42 4.2 FOX-
S1000CB
Curb Block -
Straight 15.25 16 48 5.33 48 5.33 0.165 0.126 9 47 49 49 74 7.9

FOX-EC-
1090CB
Curb Block -
90 Corner 15.25 16 68 7.56 41.5 4.6 0.181 0.138 6 43 43 49 68 10.6 12 FOX-
S1200
Straight
Block 17.25 16 48 5.33 48 5.33 0.198 0.151 9 54 49 49 74 8.22 FOX-
S1200HB
Straight Half
Block 17.25 8 48 2.67 48 2.67 0.099 0.076 18 54 49 49 74 4.12 FOX-
EC1290
90˚ Corner
Block
(46 x 30)

17.25 16 76 8.42 41.5 4.6 0.212 0.162 6 46.5 49.25 49 68 11.17 FOX-
EC1290HB
90˚ Corner
Half Block 17.25 8 76 4.21 20.75 2.3 0.106 0.081 12 46.5 49.25 49 68 5.75 FOX-
BUCK12 Fox Buck 17.25 2 48 5.75 N/A N/A N/A N/A 10 48 17.25 23 46 3.7

FOX-HV
CLIP HV Clips 8 4 N/A N/A N/A N/A N/A N/A 250 11 11 7 7 0.028 FOX-
TIEKEY tieKey 1.25 2.75 6 N/A N/A N/A N/A N/A 200 9.5 8.5 6.75 29 0.15 FOX-
XLERA-
TOR
xLerator 48 10.31 N/A N/A N/A N/A N/A N/A 9 52 13.5 6.5 22 2.45 FOX-
EXTR
4" High Block
Extender 2.625 4 48 1.33 N/A N/A 0.049 0.0378 20 49 17 14 13 0.65 FOX-
ESTICK
R8 Energy
Stick 2 32 8 1.78 N/A N/A N/A N/A 36 24 24 34 20 0.56
ALL
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(877) 369-2562 | FOXBLOCKS.COM | TRUEGRIDPAVER.COM 1.01.01 Technical Information & Product Guide Update V8.0 42 PRODUCT PERFORMANCE & THIRD PARTY TESTING
Expanded Polystyrene (EPS) Testing:

EPS Foam Resin Modified low pentane, B/C bead size (resin is self-extinguishing) EPS Average Manufacturing Density / Type 1.5 lbs. / cu. ft. (Type II, Rigid Cellular EPS Foam Plastic) ASTM C578, EPS Thermal Insulation Properties
CAN / ULC S701, EPS Thermal Insulation Properties

TECHNICAL PERFORMANCE DATA
Fox Blocks ICF Wall System
CONCRETE WALL CONSTRUCTION (4", 6", 8", 10" & 12" Reinforced Structural Concrete Core) Design criteria for the structural concrete wall system ACI 318 design standards for slender wall concrete construction Recommended concrete consolidation Fox Blocks Website Resource, Installation Checklist, ACI 309 Fox Blocks Installation Checklist Fifth Edition (2021)
Prescriptive Design of Exterior Concrete Walls PCA 100-2012, IRC R404.1, R608, ACI 332, ACI 318, ICFMA Can Part 9 Average weight of the reinforced structural concrete 150 lbs. / cu. ft. (including steel reinforcement) Thermal Mass (form & 4" reinforced concrete core) 50 lbs. / sq. ft.

Thermal Mass (form & 6" reinforced concrete core) 75 lbs. / sq. ft.

Thermal Mass (form & 8" reinforced concrete core) 100 lbs. / sq. ft.

Thermal Mass (form & 10" reinforced concrete core) 125 lbs. / sq. ft.

Thermal Mass (form & 12" reinforced concrete core) 150 lbs. / sq. ft.

Recommended concrete core compressive strength Minimum 3000 psi for the walls (minimum 2500 psi for footings) Recommended concrete core slump flow for pump mix design 4" ICF - 6" to 7"; 6" ICF - 5.5" to 6.5"; 8", 10" or 12" ICF - 5" to 6" Recommended aggregate size for the concrete mix design 4" ICF - 3/8" max.; 6" ICF 3/8" to 1/2" max; 8", 10" & 12" ICF - 1/2" to 3/4" max.

Plastic Tie Strength Testing:

Fastener Withdrawal, ASTM D1761
Fastener Lateral (Shear), ASTM D1761
Tie Tensile and Shear, ASTM D638 and D732
Performance Testing:

Sound Transmission Class (STC), ASTM E90, STC 45-50+
Environmental, Safety & Energy Performance:

No HCFCs or CFCs emitted during the manufacturing process No toxins or formaldehydes produced
Plastic ties are recycled and the EPS Foam forms are recyclable Products & Energy Efficient Accessories:

Energy Stick R-8 / Stick
Energy Efficiency Data & Performance:

Thickness of the EPS 2.625" / wall panel (5.25" total EPS thickness) EPS Steady State R-Value (thermal resistance of the material) R - 4.17 (@ 70 degrees Fahrenheit) CTL Group Thermal Resistance R-Value Calculation Report R - 23+ / Block (calculated in accordance with ASHRAE 90.1) EPS U-Value (thermal conductivity of the material) U - 0.04 / inch (@ 70 degrees Fahrenheit) Air Leakage (infiltration rate) ASTM E283 0.002 cfm / ft 2 Storm Safety:

Wind Capacity Fox Blocks Walls can be designed to meet code requirements. Recognized by FEMA for Safe Rooms.

Seismic Zones Fox Blocks Walls can be designed to meet
code requirements

BUILDING CODE REFERENCES
CCRR-1010, ICC Code Compliance
Florida Product Approval - FL7497-R5
City of New York - MEA 201-08-M
City of Los Angeles - RR25689
State of Wisconsin - 20199008
ASTM E2634
CAN/ULC S717.1
AC 353 Acceptance Criteria for Flat Wall ICFs
Fire Safety & Testing:

Surface Burning Characteristics of Foam Plastics, ASTM E84 & ANSI / UL 723 Flame spread from the EPS Foam less than 25
Smoke Development of the EPS Foam less than 450
Surface Burning Characteristics of Foam Plastics, CAN / ULC S102 Fire Burning Characteristics of Plastic Ties
ASTM D1929, Flash Ignition Temp 400 (C) 752 (F)
ASTM D1929, Spontaneous Ignition Temp 380 (C) 716 (F)
ASTM D635, Burn Rate Meets Class CC1
Fire Resistance Rating, ASTM E119 (equivalent Standard Test Methods) 4" Concrete Core 2 hrs.
6" Concrete Core 4 hrs.
8", 10" or 12" Concrete Core 4 hrs.

Fire Endurance Test of Building Construction Materials, CAN / ULC S101 Room Fire Test, UL 1715 (with 1/2" gypsum board)
SDS sheets available at www.foxblocks.com
Find us in
Fox Blocks is code compliant for foundations and Building Types I, II, III, and IV (noncombustible) any height.

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1.01.01 Technical Information & Product Guide V8.0 (877) 369-2562 | FOXBLOCKS.COM | TRUEGRIDPAVER.COM 43

APPENDIX

LOCATIONS
Multiple Locations Across North America
Fox Blocks products are manufactured
at locations throughout North America.

We ship directly to dealers and projects
from the nearest facility.

USE THE FIND A DEALER TAB AT FOXBLOCKS.COM.

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(877) 369-2562 | FOXBLOCKS.COM | TRUEGRIDPAVER.COM Please go to:

FOXBLOCKS.COM
WHERE YOU WILL FIND:

Product Information
Local Dealer and Regional Advisor Contact Information
Downloadable Technical Files
Estimating Program
Case Studies
Training - Integrated Learning Center (ILC)
Links to 2D and 3D CAD and BIM Details
Educational Video Library (ILC)
HEAD OFFICE:
6110 Abbott Drive | Omaha, NE 68110 | 1-877-369-2562 /FoxBlocks
/FoxBlocksICF
/FoxBlocks_ICF
/company/fox-blocks
/FoxBlocksICF
TRUEGRIDPAVER.COM
/uni2726 /uni2726
/uni2726
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June 5, 2024
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TECHNICAL BULLETIN . PRODUCTS & ACCESSORIES 1.01.02
Fox Blocks Products
With advice from leading contractors in the Insulated Concrete Form business, Fox blocks has created an incredible group of blocks.

Key elements – all products are reversible with a robust interlock design, blocks have 25/8" of EPS insulation, the product line accommodates any wall design conﬁ guration and building type - residential or commercial.

Product drawings, dimensions and application details in all formats are available from these links:
www.caddetails.com and market.bimsmith.com/foxblocks
FOX BLOCKS LINE-UP INCLUDES:

A) Straight Blocks
Available in 4", 6", 8", 10" and 12".

B) Straight ½ Block
Available in 4", 6", 8", 10" and 12".

C) Extended 90˚ Corners
Available in 4", 6", 8", 10" and 12".

D) Extended 90˚ Corner ½ Block
Available in 4", 6", 8", 10" and 12".

E) 45˚ Corner Blocks
Available for 4", 6" and 8".

F) T-Blocks
Standard T: Available in 6" x 6" and 8" x 8"
Transition T: Available in 4" x 6", 6" x 4", 8" x 4",and 8" x 6" G) Corbel Ledge Blocks
Available in 6" and 8".

H) Radius Blocks
For 5', 6', 7', 8', 9' and 10' radius.

Only available in the 6" blocks.

I) Taper Top Block
Available in 6" and 8".

J) Curb Block
Available in 8" and 10" Straight and 90˚
K) 4" High Extension
When you need extra height or to help with openings.

L) Energy Sticks
One size ﬁ ts all.

M) Fox Buck
Available in 4", 6", 8", 10" and 12".

B)
D)
F)
H)
J)
L)
I)
A)
C)
C)
E)
G)
G)
K)
K)
M)
Item Title: 11.1
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June 5, 2024
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TECHNICAL BULLETIN . PRODUCTS & ACCESSORIES
Fox Blocks Products

1.01.02 The standard block is the core of the product line, typically makes up between 80-85% of the ICF wall assembly on most residential and commercial jobs.

FOX BLOCKS STANDARD
(STRAIGHT) BLOCK

STANDARD BLOCKS
1) 16" high x 48" long available in concrete core sizes 4", 6", 8", 10" and 12"
2) One standard block is 5.33 sq. ft. of wall area
3) Solid 25/8" thick EPS continuous insulation panels providing R4.1 per inch
4) Cross-ties, polypropylene recycled industrial plastic at 8" o.c. 5) Cross-ties are designed with a full height 1½" wide fastening strips at 8" o.c. on each side of the block
6) Rebar clips are built into the cross-ties to secure and space the rebar
7) Blocks have a robust, reversible, tight ﬁ tting interlocking system on the top and bottom
8) The locations of all cross ties are indicated on the exterior face of the block
9) Cut lines are scribed on the exterior face of the block to allow cut blocks to maintain interlock
10) Fox Blocks creates a ﬂ at wall reinforced concrete wall assembly

FOX BLOCKS END VIEW SIZING
Cross-Tie with
Fastening Strip
CONCRETE VOLUMES - CU.YD (CU.M)
4" 0.066 (0.05)
6" 0.099 (0.075
8" 0.132 (101)
10" 0.165 (0.126)
12" 0.198 (0.151)
Item Title: 11.1
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Menifee Mayor and City Council
June 5, 2024
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TECHNICAL BULLETIN . PRODUCTS & ACCESSORIES
Fox Blocks Products

1.01.02 FOX BLOCKS EXTENDED
90˚ CORNER
Fox Blocks engineered the 90˚ corner
to hold concrete without the need for
extra strapping or external bracing.

Fox Blocks 90˚ Extended Corner Size Chart

FOX BLOCKS EXTENDED

CORNER FEATURES
1) All blocks have Ties* at 8" o/c and are available in 4", 6", 8", 10" and 12" cavities.
* Ties are the black recycled polypropylene members that give the block strength and provide rebar positioning.
2) Like all Fox Blocks, corner blocks are reversible so when you ask for a corner you will get the correct
one every time. Each corner is left or right
automatically!
3) Foam thickness is 2 5/8" on all forms.
4) Tie allows rebar lap splices to lay on top of each
other for good ﬂ owability during concrete placement.
5) Ties are clearly marked on EPS for attachments.
6) Tie ﬂ anges are 1½" wide and full height for ease
of attachment.
7) Ties touch vertically when stacked, eliminating
form settlement.
8) Each corner has a 1" hole strategically placed
allowing the ICF contractor the option of inserting a
full height ¾" PVC conduit to tie all courses together
for extra form support.

OTHER ICF 90s
• 5 to 5.33 total square feet of coverage
• More costly per square foot of coverage
• 16" shorter than Fox Blocks
• Only 4 ties
• Only one tie on short end
• More movement during concrete
FOX BLOCKS 90s
• 7.56 total square feet of coverage
• Less costly per square foot of coverage
• 16" longer than other ICF
• 6 ties
• Two ties on short end
• Less movement during concrete
5 to 5.33 total square feet of coverage
OUTSIDE DIMENSIONS ARE:
4" Corner = 38 " x 22"
6" Corner = 40 " x 24"
8" Corner = 42 " x 26"
10" Corner = 42 " x 26"
12" Corner = 46 " x 30"
Every Fox Blocks
corner has a large
100 sq. inch
fastening zone
in the corner.

Being 16" longer than other
ICF allows you to eliminate
one full straight block for
every three Fox Blocks
corners used. This also
saves you money!
Radius on the inside face of the Fox Blocks Corners are:
4", 6" and 8" Blocks = 3" 10" and 12" Blocks = 8½"
Additional EPS was added to the 10 " and 12" Corner Blocks to give additional strength for the longer distance from corner to 1st tie.

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TECHNICAL BULLETIN . PRODUCTS & ACCESSORIES
Fox Blocks Products

1.01.02 FOX BLOCKS

COMPACT PRODUCT

COMPACT PRODUCT
Fox Blocks Compact is a panelized product designed to stack seamlessly with the traditional Fox Blocks line. The Compact Block reduces freight costs by delivering ﬂ at. Ties are then easily inserted into the panels at the jobsite.

FOX BLOCKS COMPACT

STRAIGHT PANEL CORBEL PANEL TAPER PANEL

GETTING STARTED
1) Insert one tie into one panel.
2) Lift this unit and slide the
opposite side of the same tie
to a second panel that is
aligned with ﬁ rst panel.
3) Insert the remaining 5 ties into
this unit to complete your ﬁ rst
full block.
4) Press ties down until they lock
into position.
5) Continue this procedure until
ﬁ rst row is completed.

CONSECUTIVE ROWS
1) Lock two panels on top of
lower row of block.
2) Insert 6 ties to complete
the block.
3) Be sure to force ties down until
they lock into position.

INTENSE REBAR CAGES
1) Install vertical rebar.
2) Assemble Compact Block
around rebar.
3) Place and install stirrups as
needed while assembling
Compact Block.

Menifee Mayor and City Council
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TECHNICAL BULLETIN . PRODUCTS & ACCESSORIES
Fox Blocks Products

1.01.02 FOX BLOCKS CURB BLOCK
There has always been a need for a block that can create a ledge to support ﬂ oor systems within the wall without limiting course heights. The Fox Blocks team has solved this by adding an extra attachment point within the tie. This patented solution allows you to form a curb with the block to support whatever you need to support.

Formula: (Total linear footage of wall - total linear footage taken up by 90˚ corners)/ 4 = Number of straight curb blocks 90˚ corner blocks = 5'-4" each.

Formula: Number of 90˚ turns = Number of 90˚ corner blocks 5) IDENTIFICATION
The Curb Block has been designed with a green tie for easy identiﬁ cation. By producing the ties in green, supply yards will be able to identify and send you the proper block. This will also ensure your crew will not use it in the wall at the wrong time.
6) BUNDLE SIZES
8" straight block = 8" 90˚ corner block =
12 per bundle 6 per bundle
10" straight block = 10" 90˚ corner block =
9 per bundle 6 per bundle
7) EXCESS BLOCK?
If you end up with extra Curb Block on site, you can save for next job or simply use them up within the walls you are building. The shape and size of the Curb Block is identical to the normal straight and 90˚ corner blocks.
patented solution allows you to form a curb with the block to

EXAMPLE OF

A GARAGE

SLAB/BEAM
Using the Curb Block
in a garage situation
allows a raw concrete
ﬁ nish on the interior
face, eliminating the
need to cover EPS. Any
height beam or wall can
use curb block on top
row. Optionally, a ﬁ eld
cut taper can be cut into
outside face for extra
bearing.

Concrete Edge, Not Foam
Concrete Garage Slab
Wood Frame Walls Above
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Menifee Mayor and City Council
June 5, 2024
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TECHNICAL BULLETIN . PRODUCTS & ACCESSORIES
Fox Blocks Products

1.01.02 FOX BLOCKS T-BLOCK
Sure you can build T walls with a couple of straight block and some tie wire, but if you want to lower your man hour rate, you need the Fox Blocks T-Block.

When contractors said they needed a T-Block, Fox Blocks delivered with one that is easy to use and incredibly strong.

FOX BLOCK T-BLOCK FEATURES
1) The T-Blocks are available in 6" and 8" concrete cores. 2) Six T-Blocks per bundle (3 short and 3 long)
3) Two ties* are used at the intersection of the “T” to give maximum strength and attachment. These ties
are placed in such a way as to allow proper rebar
placement and ultimate form strength.
* Ties are the black recycled polypropylene members that give the block strength and provide rebar positioning.
4) Like all Fox Blocks, blocks are reversible which gives you double the options with just one block. You can
choose to have the T section on the right or left of
center simply by ﬂ ipping the block over.
5) Foam thickness is 2 5/8" on all blocks.
6) Ties allow proper rebar lap splices, for maximum
ﬂ owability during concrete placement and consolidation. 7) Ties are clearly marked in EPS for attachments.
8) Tie ﬂ anges are 1½" wide and full height for ease
of attachment.
9) Ties touch vertically when stacked eliminating
form settlement.
10) The T-Block will give you 8" of overlap
most directions.
8" T-BLOCK INSTALLATION
The unique manufacturing challenges were overcome for the 8" T-Block by establishing a 4" offset. This off-set results in rows of ties staggered by 4" if placed with factory ends against each other. The easy ﬁ x to properly line up ties is to install the T-Block and create a stacked joint at the butt end of the long T leg. Strap stack joint prior to concrete placement.

OUTSIDE DIMENSIONS ARE:
6" T - Block Short = 44" x 4 3/8"
6" T - Block Long = 44" x 123/8"
8" T - Block Short = 44" x 4 ¾"
8" T - Block Long = 44" x 8¾"
Item Title: 11.1
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Menifee Mayor and City Council
June 5, 2024
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TECHNICAL BULLETIN . PRODUCTS & ACCESSORIES
Fox Blocks Products

1.01.02 FOX BLOCKS

ENERGY STICK
How do you improve an Insulated Concrete Form wall
that already out-perform most wall system in all cli-
mates? You move the concrete mass toward the living
side of the wall. This unbalanced R-value will allow
the mass to be closer to the living temperature of the
conditioned space allowing for a more comfortable
building.

The Fox Blocks design team had two goals: 1) Move
the mass away from the harsh temperatures and 2)
Increase R-value. Each Energy Stick is 8" wide, 32"
tall, 2" thick and proﬁ led to ﬁ t within all Fox Blocks.

The Energy Stick is used to ensure an R-8 boost to the
already high R-Value of Fox Blocks.

USING THE

ENERGY STICK
1) INSTALLATION
Simply insert the patented Energy
Sticks between the plastic ties and
to the outside face of wall after every
two rows of blocks have been placed.
2) CORNER BLOCKS
Fox Block corners are naturally thicker eliminating
the need to insert Energy Sticks from the corner tie
on. From the last straight tie to the corner tie you will need to wedge the Energy stick in place. A spot of
expanding foam will also help to secure the Energy
Stick from movement.
3) OPENINGS/STACKED SEAMS
Simply cut the Energy Stick to ﬁ t in locations that
are narrower than 8". When larger than 8" use
expanding foam to hold cut Energy Sticks.
4) RANGE OF USE
The Energy Stick will ﬁ t all Fox Blocks.
5) ESTIMATING
3 Energy Sticks for every block ordered.

One box = 36 Energy Sticks
One box of Energy Sticks will ﬁ ll 12 blocks
6) MAN HOURS
Allow 4 minutes per box when inserting for the ﬁ rst
time (= 950 square feet of wall per hour or .001 man
hours per square foot)
7) BUNDLE SIZES
Each box of 36 Energy Sticks = approximately
24" x 24" x 33"

SIZING AND ACTUAL R-VALUE
6" Block + 1 Energy Stick (R-30+*) = 4" Concrete
8" Block + 1 Energy Stick (R-30+*) = 6" Concrete
10" Block + 1 Energy Stick (R-30+*) = 8" Concrete
10" Block + 2 Energy Sticks (R-39+*) = 6" Concrete
12" Block + 1 Energy Stick (R-30+*) = 10" Concrete
12" Block + 2 Energy Sticks (R-39+* = 8" Concrete
12" Block + 3 Energy Sticks (R-48+*) = 6" Concrete
* This represents the overall average wall R-value. As an example in wood frame construction a wall with R-19 batt insulation will have an overall average wall R-value of less than R-16 due to thermal bridging.

The Energy Stick will ﬁ t all Fox Blocks.
3 Energy Sticks for every block ordered.
3 Energy Sticks for every block ordered.

One box of Energy Sticks will ﬁ ll 12 blocks
One box of Energy Sticks will ﬁ ll 12 blocks
Item Title: 11.1
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Menifee Mayor and City Council
June 5, 2024
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TECHNICAL BULLETIN . PRODUCTS & ACCESSORIES
Fox Blocks Products

1.01.02 FOX BUCK CONTINUOUS

INSULATION
The Fox Buck is a certiﬁ ed, fully integrated, continuous insulation window and door buck for commercial and
residential ICF wall openings. Fox Buck
completed 3rd party testing and obtained State
of Florida product approval (FL 17775) for all
of Florida, including Miami-Dade counties. To
obtain certiﬁ cation and Florida code approval,
the Fox Buck met and passed several tests
related to wind and impact resistance, moisture
and air inﬁ ltration, and ﬁ re related tests. The
Fox Buck can be used in place of pressure treated wood
bucks that tend to expand, contract, warp and move
within the high moisture climates.
2" thick for easy
measurements
Full 1½" wide full
height fastening
zone for door and
window attachment
Notches ensure proper Fox Buck
and Fox Block alignment
48" height to
match block lineup
Dual full length 1" x 1" grooves to
create solid concrete barriers against
drafts and moisture penetration
Designed slots in the buck face allow
for trapped air to escape
Full width fastening
zones @ 8" o/c across
the buck face surface
Circles marked @ 16" o/c
for sill cutouts to ensure
proper consolidation

FOX BUCK NUMBERS
Available Sizes 4" 6" 8" 10" 12"
Total Width 9¼" 11¼" 13¼" 15¼" 17¼"
Total Length 48" 48" 48" 48" 48"
Bag Quantity 10 10 10 10 10
Bag Weight 26 lbs 28 lbs 32 lbs 35 lbs 38 lbs
The 1" x 1" notches create a dual barrier against
drafts and moisture penetration. When installed
properly, the concrete barrier protection is
continuous around the entire opening. These
barriers also anchor the Fox Buck to the wall
with enough strength to hold in most weather*
conditions
Photo above reveals consolidated concrete
barriers created within the Fox Buck
* Contact Fox Blocks for high wind anchoring
recommendations.

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Menifee Mayor and City Council
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TECHNICAL BULLETIN . PRODUCTS & ACCESSORIES
Fox Blocks Products

1.01.02 xLERATOR
®
LEDGE

REINFORCEMENT
From foundation to ﬁ nish, the Fox Blocks patented family of products helps you get the job done more efﬁ ciently.

Combining industry feedback with the Fox Blocks product design team creativity, we offer an impressive array of product innovations that beneﬁ t the owner, the contractor, AND the design team.

FOX BLOCKS’ XLERATOR – the only product of its kind in
the industry and ﬁ rst one to meet ACI 318 guidelines – is a patented ICF ledge reinforcement system that offers
unmatched versatile performance ideal for supporting
brick and stone exterior ﬁ nishes, as well as slabs, ﬂ oors and other structural features.

The one-piece, 4-foot long, welded wire reinforcement
piece simply drops into the pre-formed slots in Fox
Blocks’ ledge form.

There’s never been a faster way to meet deadlines
and building code requirements, all while signiﬁ cantly reducing labor costs and delays associated with
pre-bent stirrups or in-ﬁ eld rebar reinforcement.

BENEFITS INCLUDE
• DROP & GO
Fully engineered ledge system allows you to easily
place the ledge form, drop in the xLerator
reinforcement piece and ﬁ ll with concrete.
• ACI 318 COMPLIANT
ONLY xLerator meets ACI 318 guidelines for ICF
ledge reinforcement.
• WEATHER RESISTANT
Hot-dipped galvanized to protect from corrosion for
lasting durability.
• FULLY ENGINEERED
Comes complete with full engineering details for
multiple applications.
• MAXIMUM STRENGTH
Reinforcement in all 6 ledge corbels.
• VERSATILE
One size ﬁ ts both 6" and 8" ledge forms.

WHY HOT-DIPPED GALVANIZED?
Hot-dip galvanization is the process of taking steel and dipping it into molten zinc to serve as a protective
coating. If rebar in a ledge form is NOT galvanized, it’s subject to corrosion because it is placed close to the
outside edge of the brick ledge, sits in a foam slot, and is not completely encased in concrete. This allows water to reach the rebar and causes it to rust. As the rebar rusts, it expands, causes concrete to crack, and undermines
the stability of the ledge.

Since the xLerator is hot-dipped galvanized, it protects the reinforcement from rusting and maintains the integri- ty of the concrete meeting ACI 318 guidelines.

APPLICABLE ACI 318 GUIDELINES
Deformed Welded Wire Reinforcement (WWR)
• Reinforcement in every corbel
• WWR 60,000 PSI Yield Strength
• xLerator meets these guidelines
xLerator Closeup
Covered by US Patent
#7437858
Ledge Form with xLerator
Mitered Ledge Corner
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TECHNICAL BULLETIN . PRODUCTS & ACCESSORIES
Fox Blocks Products

1.01.02 ULTIMATE LOAD CAPACITY, PU = 2000PLF
Example Application Calculated ultimate load
tributary area X LoadX Load Factor
Brick 35 Ft. x 40 PSF x 1.4 = 1960 PLF
Stone 17½ Ft. x 80 PSF = 1960 PLF
Wood Floor Joists 22½ Ft. tributary area or 45 Ft. clear span 22½ Ft. X (20 PSF x 1.2 + 40 PSF x 1.6) = 1980 PLF
Precast Hollowcore Floor 14½ Ft. tributary area or 29 Ft. clear span 14½ Ft. x (60 PSF x 1.2 = 40 PSF x 1.6) = 1972 PLF
Notes:

1. Load capacity is based on a concrete strength of 2500 PSI or greater and to KSI Fox Blocks’ xLerator reinforcement meeting ASTM A496

2. Load factors are based on ACI 318-11.

3. Tributary ﬂ oor span is the length of ﬂ oor supported by the ledge form, which is commonly half of the clear span.

4. Acceptable masonry heights and ﬂ oor spans shown in the table are based on the structural capacity of the ledge only and may be limited by other factors.

Consult a design professional for acceptable heights or unsupported masonry and ﬂ oor spans.
xLERATOR® ENGINEERING LOAD CAPACITY
tieKEY
®

MASONRY ANCHOR
Designed by Fox Blocks, the tieKey anchor is a
patented, cast-in-place, adjustable masonry tie
anchor that embeds into the concrete wall formed
by Fox Blocks. This award winning product
provides the strength and security required when
installing brick or stone veneer ﬁ nishes.

SEE HOW THE TIEKEY HAS

BEEN PUT TO THE TEST
• Third party tested for tension and
compression strength.
• Simpliﬁ es the installation of brick or stone
exterior ﬁ nishes.
• Adjustable wire tie accommodates
construction tolerances and allows for larger
differential movement for the brick ﬁ nish.
• Provides strong resistance to negative and
positive lateral forces.
• Available in two materials: hot-dipped
galvanized steel or stainless steel.
• Recipient of the World of Concrete’s Most
Innovative Products Award.
tieKey Closeup
Covered by US Patent #8347531
Wire Tie Not
Included
tieKey In Use
xLERATOR
®
LEDGE

REINFORCEMENT
Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 108

Menifee Mayor and City Council
June 5, 2024
Page
594 of 1108

TECHNICAL BULLETIN . PRODUCTS & ACCESSORIES
Fox Blocks Products

1.01.02 HV CLIP PLACEMENT:

BOTTOM ROW:

Horizontally across every joint
CORNERS:

Horizontally across each joint
Vertically on ﬁ rst ties
TOP ROW:

Horizontally across every joint
Vertically on second tie from every joint
OPENINGS:

Vertically up wall on each side of openings
BUDGET:

One box for every 130 block ordered
One box = 250 Fox Block HV Clips
HV CLIP PLACEMENT:

Horizontally across every joint
Horizontally across each joint
Vertically on ﬁ rst ties
Horizontally across every joint
Vertically on second tie from every joint
Vertically up wall on each side of openings
Vertically up wall on each side of openings
One box for every 130 block ordered
One box = 250 Fox Block HV Clips
2 3
3 1
3 2

FOX BLOCKS

HV CLIP
Contractors asked for a wire clip to secure their
Fox Blocks jobs together so the team at Fox Blocks
went to work designing one. Fox Blocks ties are
engineered to be perfectly balanced, spaced at
8" o/c Horizontally and Vertically, giving ﬂ at walls post concrete. This allowed us to put all of our design into one wire clip which helps everyone with only one SKU.

Using the Fox Blocks HV Clip
eliminates the need for truss wire
completely on your jobs. The result
is that for about half the cost of the
truss wire you will get a stronger
and straighter job.

The Fox Blocks HV Clip has been
engineered with eight bends allowing
one clip to work horizontally or vertically.

FOX BLOCKS HV CLIP POSITIONS
Vertical Clips in Place Horizontal Clips in Place
Note: You can skew the HV Clip a notch or two for an
even tighter ﬁ t, if needed.

FOX BLOCKS HV CLIP BEING USED ON JOBS
Vertical & Horizontal Clips
in place close to corner
Showing HV Clips holding down a
top row that has been cut down to
+/- 8" in height
Product Label
1 1
2 1
3 The Fox Blocks HV Clip has been
engineered with eight bends allowing
one clip to work horizontally or vertically.
8"
Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 109

Menifee Mayor and City Council
June 5, 2024
Page
595 of 1108

1 WWW.FOXBLOCKS.COM877-369-2562
© 2019 Fox Blocks.

TECHNICAL BULLETIN . INSTALLATION & DESIGN APPLICATIONS 1.02.05 Standards for Plumbness Tolerances
Fox Blocks are a modular system of stay-in-place insulating concrete forms. The forms interlocks as the wall is built and by using an ICF specific alignment and bracing systems, during and after concrete placement, the walls can be aligned to be plumb and straight to string lines and laser levels.

When constructing the cast-in-place concrete Fox Blocks walls, the walls must be built within certain construction tolerances to be straight, plumb and level. These tolerances may be found in the construction documents, codes, or relevant standards. The following ACI references are for information and may be used as a guide for maintaining a plumb wall:

ACI 318 – Building Code Requirements for Structural Concrete (Does not specifically address tolerances other than saying walls to be true, square and plumb.)
ACI 347 – Guide to Formwork for Concrete
• 7.4.1 Permanent forms – nothing
• 3.3.1 Tolerances – References ACI 117
ACI 117 – Specifications for Tolerances for Concrete
Construction and Materials
• 4.1.1.1.1 Deviation from plumb – for heights less than or equal to 83'-4" the lesser of 0.3% (0.003) times the height above the top of foundation or +/- 1".
(This is a reference standard only and not part of the building code and therefore not mandatory unless it is referenced in the construction documents.)
The engineer-architect of record may accept the element if it meets one of the following criteria:
a. Exceeding the tolerances does not affect the structural integrity, legal boundaries, or architectural requirements b. The element or total assembly can be modified to meet all structural and architectural requirements
For any walls that are deemed unacceptably out of tolerance for a finish application, either exterior of interior, the EPS panels 5/8" thick to face of fastening strip) may be rasped down to meet provide an acceptable surface tolerance.

Fox Blocks maintains a quality control standard
for the manufacturing of the blocks, which
is monitored by a certified third-party
testing laboratory.

Fox Blocks walls for tall walls, gymnasiums and
theaters have been built from 18' to 40' height.

Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 110

Menifee Mayor and City Council
June 5, 2024
Page
596 of 1108

1 WWW.FOXBLOCKS.COM877-369-2562
© 2019 Fox Blocks.

TECHNICAL BULLETIN . SPECIFICATIONS & STANDARDS 1.04.01 Standards & Building Codes
The ICF industry over the last decade has successfully completed major steps in the testing and evaluation of the components and wall assembly attributes for insulated concrete forms.

Working with the International Code Council - Evaluation Services (ICC-ES) and the Canadian Construction Materials Council (CCMC), standards and acceptance criteria have been established to test and evaluate ICFs to meet building codes. This has resulted in ICFs being specifically recognized in the building and energy codes across North America.

Fox Blocks and the ICF industry, in co-ordination with the ICC-ES, ASTM and ULC have developed standards for the manufacturing and design of flat wall ICFs. These standards are now recognized in building codes and must be included in the evaluations process for product approval.

The ICC-ES has also developed a list of Acceptance Criteria, to meet code compliance, for the materials used in the manufacturing of an ICF, plus the characteristic requirements for the application of ICFs in all building types.

Fox Blocks maintains a comprehensive list of third party certified lab testing to demonstrate compliance to these standards, acceptance criteria and building codes. The main compliance report has been developed by Intertek – CCRR-1010. The manufacturing of all products is monitored by a quality control program with inspections conducted by Intertek Testing Services to be in compliance to ICC -ES requirements.

These main standards or acceptance criteria for Fox Blocks ICFs code compliance are:
• AC353 – Acceptance Criteria for Stay-in-place, foam Plastic Insulating Form systems for Solid Concrete Walls • ASTM E2634-11 - Standard for Flat Wall ICF Systems
• Can/ULC S717.1-12 – Standard for Flat Wall ICF Units
Within these standards are testing requirements that are required to be successfully completed to show compliance for various aspect of the building code, some of these are shown below:
• Fire, ignition and smoke
• Form capacity for hydrostatic pressure
• Tensile and shear strength of the ties
• Lateral and shear capacity or the ties for fasteners
• Structural design criteria
• Fire resistance ratings
• Air and vapor characteristics
• Thermal resistance
The ICC- IBC recognizes ICFs are a forming system for reinforced concrete walls following ACI 318 concrete design criteria The ICC- IBC recognizes ICFs specifically in these sections R404 and R611.

The IECC recognizes ICFs as mass walls and as an integral part of a whole wall assembly utilizing the U-factor.

Fox Blocks is an approved product and code compliant across North America, to be designed and utilized on any building type from foundation to any height.

Fox Blocks Code Compliance Report
CCRR-1010 is available in the Resource
Center at www.foxblocks.com.

Review the Fox Blocks specifications
(1.04.02) for a listing of compliance testing.

Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 111

Menifee Mayor and City Council
June 5, 2024
Page
597 of 1108

1 WWW.FOXBLOCKS.COM877-369-2562
© 2021 Fox Blocks.

TECHNICAL BULLETIN . SPECIFICATIONS & STANDARDS 1.04.02 Technical Performance Data
CONCRETE WALL CONSTRUCTION (4", 6", 8", 10" & 12" Reinforced Concrete Core):

Design Criteria For Structural Concrete Wall System: ACI 318 and CSA A23.2 concrete design for slender walls Recommended Concrete Consolidation: ACI 309 and Tech Bulletin 1.06.05 Prescriptive Engineering for Exterior Concrete Walls: PCA100-2012, IRC R404, R611, ACI 332 Average weight of Reinforced Structural Concrete: 150 lbs /cu. ft. (including steel reinforcement) Thermal Mass (Form & 4" Reinforced Concrete Core): 50 lbs. / sq. ft.

Thermal Mass (Form & 6" Reinforced Concrete Core): 75 lbs. / sq. ft.

Thermal Mass (Form & 8" Reinforced Concrete Core): 100 lbs. / sq. ft.

Thermal Mass (Form & 10" Reinforced Concrete Core): 125 lbs. / sq. ft.

Thermal Mass (Form & 12" Reinforced Concrete Core): 150 lbs. / sq. ft.

Recommended Concrete Compressive Strength: Minimum 2500 recommended 3000 psi for walls Recommended Concrete Slump for ICFs: 4" ICF - 6" to 7"; 6" ICF - 5.5" to 6.5"; 8", 10" or 12" ICF - 5" to 6" Recommended Aggregate Size for Concrete Mix Design: 4" ICF - 3/8" max.; 6" ICF 3/8" to 1/2" max; 8", 10" & 12" ICF - 1/2" to 3/4" max.

Recommended Steel Reinforcing Compressive Strength: Minimum yield strength 60,000 psi PRODUCT PERFORMANCE & THIRD PARTY TESTING:

Expanded Polystyrene (EPS) Testing:

EPS Foam Resin: Modified low pentane, B/C bead size (resin is self-extinguishing) EPS Average Manufacturing Density: 1.5 lbs / cu. ft. ( Type II, Rigid Cellular EPS Foam Plastic) ASTM C578, EPS Thermal Insulation Properties
CAN /ULC S701, EPS Thermal Insulation Properties
Plastic Tie (Web) Strength Testing:

Fastener Withdrawal and Lateral Shear - ASTM D1761
Tie Tensile and Shear – ASTM D638 and D732
Performance Testing:

Sound Transmission Classification (STC) - ASTM E90
4"=STC 46, 6" & 8" = STC 50+
Environmental, Safety & Energy Performance:

No HCFCs or CFCs emitted in the manufacturing process
No toxins, formaldehydes are produced, no off-gassing.

Plastic ties are made from 100% recycled material.

EPS forms, concrete and rebar are recyclable products.

SDS sheets are available on website.

Energy Efficiency and Performance
Thickness of EPS insulation: 2.625" per panels (total 5.25" EPS insulation) EPS, Type II, Thermal Resistance R-Value: R-4.17 per inch (@ 70˚F) Engineered Thermal Resistance Calculations: R-23+, U-factor 0.0425 whole wall assembly per ASHRAE 90.1
Air Leakage (infiltration rate) ASTM E283: 0.002 cfm / sq. ft.

No Thermal Bridging, Continuous Insulation
Energy Enhancement with Energy Stick: 2" EPS insert for additional R-8 Fox Buck Insulated Opening Buck
Resilency Design:

High Wind Capacity: Fox Blocks reinforced concrete walls can be designed to exceed building code wind requirements.

Seismic Zones: Fox Blocks reinforced concrete walls can be designed for all seismic zones and used for FEMA approved safe rooms

FIRE TESTING
Surface Burning Characteristics
of Foam Plastic:

ASTM E84, ANSI/UL723, CAN / ULC S102
Flame Spread – less than 25
Smoke Development – less than 450
Fire Burning Characteristics
of Plastic Ties:

ASTM D1929 Flash Ignition Temp:
752˚ F (400˚C)
ASTM D1929 Spontaneous Ignition Temp:
716˚ F (380˚C)
ASTM D635 Burn Rate – Meets Class CC1
Fire Resistance Rating – ASTM E119
(Equivalent Standard Test Methods)
4" Fox Blocks 2 hours
6" Fox blocks 4 hours
Fox Blocks is code compliance for
foundations and Building Types I,II, III and IV
(noncombustible) any height.

BUILDING CODES AND STANDARDS
ICC Code Compliance: Intertek CCRR-1010
AC 353: Acceptance Criteria for Flat Wall ICFs
ASTM E2634: Standard for Flat Wall ICFs
CAN/ULC S717.1: Standards for Flat Wall ICFs
Find us in
Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 112

Menifee Mayor and City Council
June 5, 2024
Page
598 of 1108

1 WWW.FOXBLOCKS.COM877-369-2562
© 2021 Fox Blocks.

TECHNICAL BULLETIN . SPECIFICATIONS & STANDARDS 1.04.02 Technical Performance Data
CONCRETE WALL CONSTRUCTION (4", 6", 8", 10" & 12" Reinforced Concrete Core):

Thermal Mass (Form & 6" Reinforced Concrete Core): 75 lbs. / sq. ft.

Thermal Mass (Form & 8" Reinforced Concrete Core): 100 lbs. / sq. ft.

Thermal Mass (Form & 10" Reinforced Concrete Core): 125 lbs. / sq. ft.

Thermal Mass (Form & 12" Reinforced Concrete Core): 150 lbs. / sq. ft.

Recommended Steel Reinforcing Compressive Strength: Minimum yield strength 60,000 psi PRODUCT PERFORMANCE & THIRD PARTY TESTING:

Expanded Polystyrene (EPS) Testing:

Fastener Withdrawal and Lateral Shear - ASTM D1761
Tie Tensile and Shear – ASTM D638 and D732
Performance Testing:

Sound Transmission Classification (STC) - ASTM E90
4"=STC 46, 6" & 8" = STC 50+
Environmental, Safety & Energy Performance:

No HCFCs or CFCs emitted in the manufacturing process
No toxins, formaldehydes are produced, no off-gassing.

Plastic ties are made from 100% recycled material.

EPS forms, concrete and rebar are recyclable products.

SDS sheets are available on website.

No Thermal Bridging, Continuous Insulation
Energy Enhancement with Energy Stick: 2" EPS insert for additional R-8 Fox Buck Insulated Opening Buck
Resilency Design:

High Wind Capacity: Fox Blocks reinforced concrete walls can be designed to exceed building code wind requirements.

Seismic Zones: Fox Blocks reinforced concrete walls can be designed for all seismic zones and used for FEMA approved safe rooms

FIRE TESTING
Surface Burning Characteristics
of Foam Plastic:

ASTM E84, ANSI/UL723, CAN / ULC S102
Flame Spread – less than 25
Smoke Development – less than 450
Fire Burning Characteristics
of Plastic Ties:

Menifee Mayor and City Council
June 5, 2024
Page
599 of 1108

1 WWW.FOXBLOCKS.COM877-369-2562
© 2021 Fox Blocks.

TECHNICAL BULLETIN . SPECIFICATIONS & STANDARDS 1.04.02 Technical Performance Data
CONCRETE WALL CONSTRUCTION (4", 6", 8", 10" & 12" Reinforced Concrete Core):

Thermal Mass (Form & 6" Reinforced Concrete Core): 75 lbs. / sq. ft.

Thermal Mass (Form & 8" Reinforced Concrete Core): 100 lbs. / sq. ft.

Thermal Mass (Form & 10" Reinforced Concrete Core): 125 lbs. / sq. ft.

Thermal Mass (Form & 12" Reinforced Concrete Core): 150 lbs. / sq. ft.

Recommended Steel Reinforcing Compressive Strength: Minimum yield strength 60,000 psi PRODUCT PERFORMANCE & THIRD PARTY TESTING:

Expanded Polystyrene (EPS) Testing:

Fastener Withdrawal and Lateral Shear - ASTM D1761
Tie Tensile and Shear – ASTM D638 and D732
Performance Testing:

Sound Transmission Classification (STC) - ASTM E90
4"=STC 46, 6" & 8" = STC 50+
Environmental, Safety & Energy Performance:

No HCFCs or CFCs emitted in the manufacturing process
No toxins, formaldehydes are produced, no off-gassing.

Plastic ties are made from 100% recycled material.

EPS forms, concrete and rebar are recyclable products.

SDS sheets are available on website.

No Thermal Bridging, Continuous Insulation
Energy Enhancement with Energy Stick: 2" EPS insert for additional R-8 Fox Buck Insulated Opening Buck
Resilency Design:

High Wind Capacity: Fox Blocks reinforced concrete walls can be designed to exceed building code wind requirements.

Seismic Zones: Fox Blocks reinforced concrete walls can be designed for all seismic zones and used for FEMA approved safe rooms

FIRE TESTING
Surface Burning Characteristics
of Foam Plastic:

ASTM E84, ANSI/UL723, CAN / ULC S102
Flame Spread – less than 25
Smoke Development – less than 450
Fire Burning Characteristics
of Plastic Ties:

Menifee Mayor and City Council
June 5, 2024
Page
600 of 1108

1 WWW.FOXBLOCKS.COM877-369-2562
© 2019 Fox Blocks.

TECHNICAL BULLETIN . SPECIFICATIONS & STANDARDS 1.04.05 Safety Data Sheet
SECTION 1: CHEMICAL PRODUCT AND COMPANY IDENTIFICATION
Manufacturer's Name Emergency Telephone
Fox Blocks – Airlite Plastics 877-369-2562
6110 Abbott Drive
Omaha, NE 68110
SDS Competent Person [email protected]
Date Prepared June 3, 2016
Revisions Date June 9, 2016
Product Name Fox Blocks
Formula Substance
Product Use For use as a stay-in-place formwork for a cast-in-place concrete wall used in residential and commercial exterior and interior walls.

SECTION 2: HAZARDS IDENTIFICATION
GHS Hazard Class Not applicable. This product does not meet the physical, health or environmental classification criteria of GHS (Globally Harmonized System).

Hazards not otherwise classified (HNOC) – None
Hazard Classification Not classified as hazardous based on IATA, IMDG, and DOT.

Fire and Explosion Not considered flammable or combustible, but this product will burn if involved in a fire.

Potential Health Effects <0% of mixture consists of ingredients of unknown acute toxicity.

Appearance White EPS foam and black plastic ties.

NFPA Rating

COMPONENT HEALTH
(BLUE)

FLAMMABILITY
(RED)

REACTIVITY
(YELLOW)

SPECIAL
(WHITE)
Fox Blocks 1 2 0 –
Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 115

Menifee Mayor and City Council
June 5, 2024
Page
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2 WWW.FOXBLOCKS.COM877-369-2562
© 2019 Fox Blocks.

TECHNICAL BULLETIN . SPECIFICATIONS & STANDARDS 1.04.05 Safety Data Sheet
SECTION 3: COMPOSITION, INFORMATION ON INGREDIENTS
PRODUCT COMPOSITION APPROX % CAS NUMBER EC NUMBER CANADA DSL

EPS RESIN
Expanded Polystyrene (EPS) > 95 9003-53-6 500-008-9 Y
Pentanes < 1 109-66-0 203-692-4 Y
Flame Retardant < 1 TS TS Y
Coatings < 1 - - N

PP RESIN
Recycled Polypropylene > 95 9010-79-1 - Y
Stabilizers and Additives < 5 Mixture - N
Some items on this SDS may be designated as trade secrets (TS). Bonafide requests for disclosure of trade secret information to medical personnel must be made in accordance with the provisions contained in 29 CFR 1910.1200 I 1-13.

SECTION 4: FIRST AID MEASURES
Description of First Aid Measures
Inhalation Remove to fresh air. If not breathing, provide CPR (Cardio Pulmonary Resuscitation).

Get immediate medical attention.

Skin Contact Wash skin with plenty of soap and water. If hot material gets on skin, immediately flush affected area with large amounts of cool water. Do not attempt to remove the material from the skin, or to remove contaminated clothing. Get immediate medical attention.

Eye Contact Immediately flush eyes with plenty of water for at least 15 minutes. Remove contact lenses if present and safe to do so. If hot material comes in contact with eyes hold the eyelids apart and flush the eye with a large amount of cool water for at least 15 minutes.

Get immediate medical attention.

Ingestion If swallowed do NOT induce vomiting, rinse mouth with water. Never give anything to an unconscious person. Get immediate medical attention.

Most Important Symptoms and Effects, Both Acute and Delayed Symptoms/Injuries After Inhalation Dust and/or vapors may cause respiratory tract irritation. In confined or poorly ventilated areas, vapors can readily accumulate and can cause unconsciousness and death.

Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 116

Menifee Mayor and City Council
June 5, 2024
Page
602 of 1108

3 WWW.FOXBLOCKS.COM877-369-2562
© 2019 Fox Blocks.

TECHNICAL BULLETIN . SPECIFICATIONS & STANDARDS 1.04.05 Safety Data Sheet
Symptoms/Injuries After Skin Contact May cause skin irritation. Symptoms may include redness, drying, defatting, and cracking of the skin.

Symptoms/Injuries After Eye Contact May cause eye irritation. Symptoms may include discomfort or pain, excess blinking and tear production, with possible redness and swelling.

Symptoms/Injuries After Ingestion May be harmful if swallowed. May cause stomach distress, nausea, or vomiting.

Indication of any Immediate Medical Attention and Special Treatment Needed Inhalation: This material (or a component) sensitizes the myocardium to the effects of sympathomimetic amines.

Epinephrine and other sympathomimetic drugs may initiate cardiac arrhythmias in individuals exposed to this material. Administration of sympathomimetic drugs should be avoided.

Eyes: Hot material may cause burns to the eyes. Early opthalmologic evaluation is recommended.

Skin: Hot material may cause skin burns. Immerse skin covered with hot material in cool water to limit tissue damage and prevent spread of liquid material.

Symptoms may not appear immediately. In case of accident or if you feel unwell, seek medical advice immediately.

SECTION 5: FIRE-FIGHTING MEASURES
Suitable Extinguishing Media Use foam, dry chemical, or carbon dioxide. Do not use solid water stream as it may scatter and spread fire.

Special Hazards Arising from the Combustion may produce hazardous decomposition products and other Substance or Mixture decomposition products in the case of incomplete combustion. These may include simple hydrocarbons to toxic and irritating gases such as carbon, carbon monoxide, carbon dioxide, styrene, acids, ketones, and aldehydes. Material is a solid containing an extremely flammable liquid and vapor. Material will burn on contact with flame or exposure to high temperature. Hazardous melting and dropping may occur at elevated temperatures. Explosion hazard if exposed to extreme heat. This material releases a flammable blowing agent. Extremely flammable vapors form flammable or explosive mixtures with air at room temperature. Vapor or gas may spread to distant ignition sources and flash back. Eliminate ignition sources (including static spark) and prevent vapor accumulation. This material, as produced and not in its finely divided form as dust, is not explosive as defined by established regulatory criteria. When in its finely divided form as dust, this material presents an explosion hazard when dispersed in a confined area and ignited in air. Risk of dust-air explosion is increased if flammable vapors are present. This material may accumulate static charge which can cause an electrical spark (ignition source) in some cases. To avoid fire or explosion, dissipate static electricity during transfer by grounding and bonding containers and equipment before transferring material.

Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 117

Menifee Mayor and City Council
June 5, 2024
Page
603 of 1108

4 WWW.FOXBLOCKS.COM877-369-2562
© 2019 Fox Blocks.

TECHNICAL BULLETIN . SPECIFICATIONS & STANDARDS 1.04.05 Safety Data Sheet
Protective Actions Fire-Fighters Wear standard protective equipment and self contained breathing apparatus for firefighting if necessary.

Further Information Use water spray to cool unopened containers.

SECTION 6: ACCIDENTAL RELEASE MEASURES
Personal Precautions, Protective Equipment, and Emergency Procedures Wear proper personal protective equipment. Avoid breathing dust, fine particulate, vapors and/or mist.

Environmental Precautions
Prevent further leakage or spillage if safe to do so. Prevent spills or contaminated rinse water from entering sewers or watercourses.

Methods and Materials for Containment and Cleaning Up
For Small Spill: In the event of a small spill, clean up area with non-sparking tools and place into an appropriate container for disposal. Avoid the generation of dust clouds and contamination of waterways.

For Large Spill: In the event of a large spill, keep unnecessary people away. Isolate area for at least 25 meters (75 feet) in all directions to preserve public safety. If downwind consider initial evacuation for at least 100 meters (300 feet). Eliminate all sources of ignition (no smoking, flares, sparks or flames in immediate area). Prevent or minimize formation of a dust could or layer during cleanup. This material releases a flammable blowing agent.

In its finely divided form, this material may present an explosion hazard when dispersed in a confined area and ignited in air.

Water Spill: Use appropriate containment to avoid run off or release to sewer or other waterways.

Land Spill: Use appropriate containment to avoid run off or release to ground.

SECTION 7: HANDLING AND STORAGE
Precautions for Safe Handling
Take precautionary measures against static discharge.

Keep away from heat, sparks, flame, direct sunlight, and other possible sources of ignition.

Use only with adequate ventilation.

Do not inhale dust or vapors.

Avoid spilling and releasing dust and vapor.

Wear proper protective equipment when handling this material.

Avoid contact with skin, eyes, or clothing.

Wash hands after handling this material.

Appropriate container should be used for disposal.

For precautions see Section 2.

Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 118

Menifee Mayor and City Council
June 5, 2024
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© 2019 Fox Blocks.

TECHNICAL BULLETIN . SPECIFICATIONS & STANDARDS 1.04.05 Safety Data Sheet
Conditions for Safe Storage, Including any Incompatibilities Store upright in a cool, dry place.

Keep container closed when not in use.

Prevent build-up of electro-static charges (e.g. by grounding).

Keep away from heat, sparks, flame, direct sunlight, and other possible sources of ignition.

Do not store with acid, metallic oxide, amines, and combustible materials.

Utilize chemical segregation.

Follow all applicable local regulations for handling and storage.

Specific Uses
This product is intended for use as a stay-in-place formwork for a cast-in-place concrete wall used in residential and commercial exterior and interior walls.

SECTION 8: EXPOSURE CONTROLS/PERSONAL PROTECTION
Control Parameters

PRODUCT COMPOSITION ACGIH TLV OSHA PEL NIOSH REL

EPS RESIN
Expanded Polystyrene (EPS) TWA 3 mg/m3**
10 mg/m3**
TWA 5 mg/m3**
15 mg/m3**
TWA 3 mg/m3**
10 mg/m3**
Pentanes TWA 120 ppm
(350 mg/m3)
TWA 1000 ppm
(2950 mg/m3)
TWA 120 ppm (350 mg/m3)
C 610 ppm (1800 mg/m3)
[15-minute]
Coatings - - -

PP RESIN
Recycled Polypropylene - - -
Stabilizers and Additives - - -
* PNOR (Particulates Not Otherwise Regulated): OSHA 5 mg/m3 Respirable Fraction (R), 15 mg/m3 Total Particulates ** PNOS (Particulates Not Otherwise Specified): ACGIH 3 mg/m3 Respirable Fraction (R), 10 mg/m3 Total Particulates, total dust less than 1% quartz.

Exposure Controls
Ventilation Always provide good general, mechanical room ventilation where this chemical/material is used.

Special Ventilation Controls Use explosion-proof equipment if high dust/air concentrations are possible. Use only appropriately classified electrical equipment and powered industrial trucks. If user operations generate dust, fume or mist, Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 119

Menifee Mayor and City Council
June 5, 2024
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© 2019 Fox Blocks.

TECHNICAL BULLETIN . SPECIFICATIONS & STANDARDS 1.04.05 Safety Data Sheet
use ventilation to keep exposure to airborne contaminants below the exposure limit. It is recommended that all dust control equipment such as local exhaust ventilation and material transport systems involved in handling of this product contain explosion relief vents, an explosion suppression system or an oxygen deficient environment. Ensure that dust-handling systems (such as exhaust ducts, dust collectors, vessels, and processing equipment) are designed in a manner to prevent the escape of dust in to the work area (i.e. there is no leakage from the equipment).

Respiratory Protection Follow the OSHA respirator regulations found in 29 CFR 1910.134 or the CEN European Standards (EU). Use a NIOSH/MSHA or European Standard (EN) approved respirator if exposure limits are exceeded or if irritation or other symptoms are experienced.

Protective Gloves Neoprene, butyl, or nitrile rubber glove are recommended.

Eye Protection Recommend eye protection using safety glasses or goggles.

Skin Protection Suitable protective clothing to prevent skin contact.

Work/Hygiene Practices Avoid breathing dust or vapor. Avoid contact with eyes. Wash hands after handling.

Other Equipment Make safety shower, eyewash stations, and hand washing equipment available in the work area.

SECTION 9: PHYSICAL AND CHEMICAL PROPERTIES

PRODUCT CRITERIA - EPS PRODUCT CRITERIA - PP
Appearance - Color White or Grey Charcoal to Black
Physical State Solid Solid
Odor Very Slight Hydrocarbon Odor Mild to Odorless
Odor Threshold Data Not Available Data Not Available
PH Data Not Available Data Not Available
Melting Point / Freezing Point 70˚C (160˚F) 90˚C (200˚F) Initial Boiling Point and Boiling Range Data Not Available Data Not Available Flash Point 400˚C (752˚F) Data Not Available
Evaporation Rate Data Not Available Data Not Available
Flammability (Solid, Gas) Data Not Available Data Not Available Upper/Lower Flammability or Explosive Limits Data Not Available Data Not Available Item Title: 11.1
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TECHNICAL BULLETIN . SPECIFICATIONS & STANDARDS 1.04.05 Safety Data Sheet

PRODUCT CRITERIA - EPS PRODUCT CRITERIA - PP
Vapor Pressure Data Not Available Data Not Available
Vapor Density (Air = 1) Data Not Available Data Not Available Specific Gravity (H20 = 1) 0.60 - 2.0 (Estimated) 0.85 - 0.1 (Estimated) Density (@25˚C) 1.35 - 1.65 lbs/cubic feet 1.02 g/ml
Solubility (IES) Insoluble Insoluble
Oxidizing Properties Data Not Available Data Not Available Partition Coefficient: n-octanol/water Data Not Available Data Not Available Auto Ignition Temperature 380˚C (716˚F) Data Not Available Decomposition Temperature Data Not Available Data Not Available Viscosity Data Not Available Data Not Available
Explosive Properties Data Not Available Data Not Available SECTION 10: STABILITY AND REACTIVITY
Reactivity Not Reactive
Chemical Stability Stable under normal conditions.

Possibility of Hazardous Reactions Will not occur under normal temperatures and pressures.

Conditions to Avoid Unventilated areas, heat, open flame, sparks and ungrounded electrical equipment.

Incompatibility (Materials to Avoid) Solvents including hydrocarbons, esters, aldehydes, and amines.

Also avoid strong oxidizers.

Hazardous Decomposition Products Decomposition of the product can include trace amounts of hydrocarbons. Primary combustion products include carbon monoxide, carbon dioxide, styrene, hydrogen halide, nuisance particulate, carbon (soot) and pentanes.

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TECHNICAL BULLETIN . SPECIFICATIONS & STANDARDS 1.04.05 Safety Data Sheet
SECTION 11: TOXICOLOGICAL INFORMATION
There is no toxicological information available for the product.

GHS REQUIRED

CRITERIA

TOXICITY

CRITERIA

TOXICITY

INFORMATION COMMENTS CHEMICAL

CONSTITUENT
Acute Toxicity LD50 (Oral/Rat) 2,000 mg/kg No mortality Pentane LC50 (Inhalation/Rat) 205.45 mg/L, 4hr Pentane
Skin Corrosion/Irritation
There was no stimulativeness to the human
skin by the 24-hour patch test in the
humans and there was no stimulativeness
in practice by the skin irritation study in a
rabbit (the erythema and dropsy with the
average values of Draize score of 0.67).

Pentane
Serious Eye Damage/
Eye Irritation EYE-RABBIT:

Transient
conjunctivitis was
seen, however, it
recovered within
72 hours.

Category 2B Pentane
Respiratory or Skin
Sensitization
No sensitizing properties seen in the
Maximization Test using the guinea pigs. Pentane
Germ Cell Mutagenicity Negative micronucleus tests using rat myeloid cells of in vivo. Pentane
Carcinogenicity NTP Not Listed
IARC Group 3 Polystyrene
OSHA Not Listed
Reproductive Toxicity
There is a description that no influence on
dam and fetus was observed in the
teratogenicity test by oral administration
using rats, even at the highest dose of
1000mg/kg/day.

Pentane
STOT* - Single Exposure
There were anesthetic actions and
respiratory irritant through inhalation
exposure to laboratory animals.

Category 3 Pentane
STOT* - Repeated Exposure Data Not Available
Aspiration Hazard Data Not Available
* STOT = Specific Target Organ Toxicity
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TECHNICAL BULLETIN . SPECIFICATIONS & STANDARDS 1.04.05 Safety Data Sheet
SECTION 12: ECOLOGICAL INFORMATION

CHEMICAL

CONSTITUENT
Toxicity 48-Hour EC50 = 2.7mg/L, Crustacea (Daphnia magna) Pentane Persistence and Degradability Data Not Available
Bioaccumulative Potential Data Not Available
Mobility in Soil Data Not Available
PBT and vPvB Assessment PBT/vPvB assessment not available as chemical assessment not required /not conducted.

Other Adverse Effects Data Not Available
SECTION 13: DISPOSAL CONSIDERATIONS
Waste from Residue/ Follow the waste disposal requirements of your country, state, Unused Products or local authorities.

Contaminated Packaging Contaminated packaging material should be disposed of as stated above for resides and unused product.

Rinsate Do not dispose of rinse water containing product in a sanitary sewer system or stormwater drainage system.

SECTION 14: TRANSPORT INFORMATION
DOT Transport Not Regulated
ADR = International Carriage of Dangerous Goods by Road Not Regulated Sea Transport IMDG Not Regulated
Air Transport IATA/ICAO Not Regulated
SECTION 15: REGULATORY INFORMATION
Toxic Substance Control Act (TSCA) Status
This product is in compliance with rules, regulations, and orders of TSCA. All components are either listed on a federal chemical inventory or are considered exempt.

Superfund Amendments and Reauthorization Act of 1986 (SARA) Title III Section 313 Supplier Notification This regulation requires submission of annual reports of toxic chemical(s) that appear in Section 313 of the Emergency Planning and Community Right To Know Act of 1986 and 40 CFR 372. This information must be included in all SDSs that are copied and distributed for the material.

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TECHNICAL BULLETIN . SPECIFICATIONS & STANDARDS 1.04.05 Safety Data Sheet
California Proposition 65
This regulation requires a warning for California Proposition 65 chemical(s) under the statute.

The California proposition 65 chemical(s) contained in the product are: This material may contain low levels of Styrene and Ethyl Benzene with exposure of no significant risk.

State Right-To-Know Toxic Substance or Hazardous Substance List Massachusetts Hazardous Substance(s): Pentane
Pennsylvania Hazardous Substance(s): Pentane
New Jersey: Pentane
Canada
WHMIS-2015 This SDS is in compliance with WHMIS 2015 (HPR/new HPA).

European Union
This product has been reviewed for compliance with the following European Community Directives:

REACH 1907/2006; Regulation (EC) No 1272/2008 on classification, labeling, and packaging (CLP) of substances and mixtures.

SECTION 16: OTHER INFORMATION
Initial Issue Date June 3, 2016
Final Revision Date June 9, 2016
Revision Number 0
Revision Explanation Initial Version
Information Sources RTECS, ECHA, REACH, OSHA 29 CFR 1910.1200 Disclaimer
"This document is generated to distribute health, safety and environmental data. It is not a specification sheet and none of the displayed data should be construed as a specification. Information on this SDS sheet was obtained from sources which we believe are reliable, and we believe that the information is complete and accurate. However, the information is provided without any warranty, express or implied, regarding its correctness. Some of the information presented and conclusions drawn are from sources other than direct test data of the substance. The conditions or methods of handling, storage, use and disposal of the product are beyond our control and may also be beyond our knowledge. It is the user's responsibility to determine the suitability of any material for a specific purpose and to adopt such safety precautions as may be necessary. If the product is used as a component in another product, this SDS information may not be applicable. For these reasons, we do not assume any responsibility and expressly disclaim liability for any loss, damage or expense arising out of or in any way connected with handling, storage, use or disposal of this product." This SDS complies with GHS Revision 5, OSHA 29CFR 1910.1200

SDS AUTHORED BY
WWW.AEGIS-EHS.COM
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TECHNICAL BULLETIN . CONCRETE & REINFORCEMENT 1.06.01 Concrete Design & Placement
Fox Blocks forms are designed, tested and approved as formwork for reinforced concrete. Following the specification for a concrete mix design and manufacturers recommendations for consolidation will results in a safe and successful build.

CONCRETE MIX DESIGN
One of the most important aspects of concrete placement is the proper concrete mix design. Proper concrete mix will save time on labor, facilitate concrete consolidation and ensure a successful Fox Blocks wall pour.

Concrete mix can vary from region to region throughout the country because the raw materials differ from region to region. There are many factors that govern the design of the concrete mix:
• Structural Design Requirements
• Temperature
• Water Content
• Additives
• Delivery Times
• Placement Methods (Typically by a Concrete Pump)
Therefore, the contractor must work closely with the local concrete supplier and inform the supplier that the concrete mix design will be placed in an ICF wall system.

Fox Blocks provides concrete specifications and mix guidelines, and the local ready-mix supplier will provide the specific mix design following these specifications, dependent on the local environmental requirements in your area. Additional admixtures such as fly ash, plasticizers and super plasticizers may be added to increase the workability and concrete flow. The contractors should be experienced and knowledgeable about any additives and how they will impact the placement and curing times.

CONCRETE MIX GUIDELINES
The following concrete mix guidelines must be conveyed to the concrete supplier:
• Compressive Strength
• Aggregate Size
• Slump
Cutting corners on the concrete mix can
add cost and problems when you place the
concrete into the Fox walls.

In most areas, Ready Mix Concrete
suppliers are familiar with ICFs and
have a specific ICF mix design.

Fox Blocks insulate the concrete in cold
weather permitting the placement of
concrete in winter temperatures with
supplemental heating. Refer to Technical
Bulletin 1.06.01 Cold Weather Concrete.

Concrete Placement
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TECHNICAL BULLETIN . CONCRETE & REINFORCEMENT 1.06.01 Concrete Design & Placement
Concrete Compressive Strength
The 28-day compressive strength of the concrete must be specified to meet the strength used in the design of the Fox Blocks walls.

The minimum strength that should be specified is 2,500 psi (17 MPa).

A slightly higher compressive strength of 3,000 to 4,000 psi (20 to 30 MPa) can help the flowability and pumpability of the concrete and provide additional strength to the walls with minimal or no additional costs.

Compressive Strength Chart for ICFs
Concrete Aggregate
It is recommended that the aggregate used in the concrete design for Fox Blocks forms follow these specifications.

Fox Blocks
Form 4" Form 6" Form 8" Form 10" & 12"
Form
Aggregate
Size
3/8" 3/8" - ½" ½" - ¾" ¾"
Using a larger aggregate size, than specified in the 4" and 6" forms, may cause congestion between the form wall and the reinforcement resulting in voids. When using various size forms on a project ensure the aggregate in the mix design is compatible to the small form size.

Slump
The proper slump allows the concrete to flow and be pumped at an efficient rate. A normal slump for Fox Blocks forms is 5" to 6" which is higher than a concrete mix for a floor, which may be at a 3" slump.

The characteristics of ICFs provide a very
high early compressive strength to the
concrete and continued high strength.

Refer to a Fox Blocks Technical
Representative before using a
self-consolidating concrete mix design.

Additional water, added to mix on-site,
will reduce the compressive strength of
the concrete and affect the water to
cement ratio.

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TECHNICAL BULLETIN . CONCRETE & REINFORCEMENT 1.06.01 Concrete Design & Placement
• Lower slumps can create voids and honeycombing in the walls, plus may damage the forms during placement.
• Higher slumps create more hydrostatic pressure within the wall that may cause damage to the forms.

The following table has recommended slumps for various
Fox Blocks sizes:

Fox Blocks
Form 4" Form 6" Form 8" Form 10" & 12"
Form
Concrete
Slump 6" - 7" 5½" -6½" 5" - 6" 5" - 6"
The slump specified must be the slump that arrives in the ready-mix truck at the job site. Water should not be added to the concrete at the job site. The following chart provides a visual check of the slump rate as the concrete is placed.

Height of Lift 5" (125mm) Slump
Distance Ahead
6" (150mm) Slump
Distance Ahead
1 1/2 Blocks (2' - 0") 2' - 4" 3' - 0"
2 Blocks (2' - 8") 3' - 0" 3' - 8"
2 1/2 Blocks (3' - 4") 3' - 8" 4' - 4"
3 Blocks (4' - 0") 4' - 6" 5' - 6"

CONCRETE PLACEMENT RATES
The speed of concrete placement has many variables that must be considered prior to initiating placement of the concrete in the cavity of a Fox Blocks wall. These variables may be:
• Linear Length of Wall
• Wall Height
• Concrete Volume
• Temperature
• Weather
• Manpower
The one uncontrollable factor is weather and temperature.

Temperature influences the flow rate for concrete placement.

The American Concrete Institute has developed tables related to concrete placement rates at specific temperatures. Pour rates in the Pre-plan the placement of concrete and
utilize the Fox Blocks concrete checklists -
Prior to Placement and Post Concrete
Placement from the Installation
Checklist 1.02.01.

Installation Checklist
Additional water, added to mix on-site,
will reduce the compressive strength of
the concrete and affect the water to
cement ratio.

Slump Test
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TECHNICAL BULLETIN . CONCRETE & REINFORCEMENT 1.06.01 Concrete Design & Placement
following table reflect a 2:1 safety factor, as suggested by ACI. These rates assume normal density concrete (150 pcf (2400 kg/m3 ) or less) combined with air temperature.

ACI PLACEMENT RATE TABLE
Temperature ˚F (˚C) Feet/Hour (mm/hour)
40˚ ( 4˚ ) 2.2 ft (670 mm)
50˚ (10˚ ) 2.9 ft (890 mm)
60˚ (15˚ ) 3.4 ft (1040 mm)
70˚ (21˚ ) 4.0 ft (1220 mm)
80˚ (27˚ ) 4.6 ft (1400 mm)
90˚ (32˚ ) 5.2 ft (1585 mm)
Placement
Fox Blocks builders have found that using an overhead boom pump is the most efficient way to place the concrete in the ICF walls. When using the overhead boom pump, it is important to slow the velocity of the concrete by reducing the diameter of the hose near the end of the line. Avoid using heavyweight metal devices near the end of the hose.

The concrete is placed in 4 foot (1.22 m) lifts to ensure proper consolidation. If more than one pour (i.e. a multi-story project) is required, the walls are typically planned to be placed one story at a time. Placement is recommended to begin in the center of a wall and proceed around the perimeter of the project.

Concrete should be placed below every window opening through the opening left in the sill of the window buck.

Fox Block walls must be checked to ensure walls are plumb, square and straight before, during and after the concrete is placed.

Refer to Technical Bulletin 1.06.02 Concrete
Placement - Lift and Fall Heights
Placement of concrete from the top of the
wall is not an issue for aggregate separation.

Avoid placing concrete directly into corner
forms, concrete should flow into the corners.

Refer to Technical Bulletin 1.06.03 Concrete
Placement in Corner Forms.

In cold weather (freezing or below) always
protect the top of walls and/or any exposed
concrete areas with temporary insulation
or insulated tarps.

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TECHNICAL BULLETIN . CONCRETE & REINFORCEMENT 1.06.01 Concrete Design & Placement

CONCRETE CONSOLIDATION
The first step towards ensuring a well consolidated solid concrete wall is having the correct slump for a good flowable concrete mix.

To prevent voids and honeycombing and ensuring solid contact is made with the reinforcement bars, it is very important to consolidate the concrete. While ICF professionals often employ various methods to accomplish this, Fox Blocks recommends using an internal vibration method.

Consolidation should directly follow the placement of the concrete, continuously around the perimeter of the wall.

Internal vibration can be used with a light-duty pencil vibrator.

The wand should not be greater than 1" (25.4 mm) in diameter.

When vibrating the wall internally, always keep the vibrator moving fast in and slow out.

Refer to Technical Bulletin

1.06.05 Concrete Consolidation
Consolidate concrete during each lift,
following the person placing the concrete.

Extend the vibrator into the lift below,
in order to blend the two lifts and avoid
any cold joints.

Always vibrate around openings to
ensure good consolidation around
the reinforcement.

Prior to concrete placement ensure vibrator
is in working order and can reach every wall.

Tools for externally consolidation may
be used, but it is recommended to vibrate
on both sides of the wall.

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TECHNICAL BULLETIN . CONCRETE & REINFORCEMENT 1.06.02 Concrete Placement – Lift and
Fall Heights
The placement of concrete in Fox Blocks needs to follow the recommended procedures for flow rates, lifts heights, and consolidation, plus the specifications for concrete design mix, slump and aggregate size. All of these aspects are specific to the design and placement of concrete in an ICF wall, and vary from the specifications for regular concrete forming systems.

Concrete design and placement, fall heights, lift heights, and consolidation are all details that must be considered individually to work together for a successful Fox Blocks build. In reality, these are all independent issues that must each be considered individually for a Fox Blocks build.

CONCRETE PLACEMENT RATE
The speed or flow rate at which concrete is placed has many variables that must be considered prior to placement. For example:
• Linear Length
• Height of Wall
• Temperature
• Concrete Mix
• Placement Method
• Available Manpower
• Overall Time From Start to Finish.

Pre-planning is essential for a successful placement.

Prior to placement to concrete refer to the Fox Blocks Installation Checklist 1.02.01
Refer to Technical Bulletin 1.06.01 Concrete
Design and Placement
The American Concrete Institute (ACI)
does not directly address the height
of concrete placement.

Installation Checklist
Refer to Technical Bulletin 1.06.01 for
Concrete Placement Rates
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TECHNICAL BULLETIN . CONCRETE & REINFORCEMENT 1.06.02 Concrete Placement – Lift and
Fall Heights

CONCRETE PLACEMENT LIFT HEIGHTS
Concrete placement is recommended in 4 feet lift heights. This does not mean that the concrete cannot be placed greater than 4 feet in height. The concrete is typically placed in a continuous operation in multiple lifts - two, three or four lifts, by making continuous passes around the perimeter or section of the wall to achieve the full height required.

In typical residential construction, concrete is commonly placed in a wall to a maximum of 10 to 12 feet in height during one concrete pour.

This is done in multiple lifts of around 4 feet or less. In commercial construction walls may be higher -14 to 18 feet. These walls also have the concrete placement in multiple lifts following the same procedure.

This placement method is a standard practice in the ICF industry.

The 4 foot lift height is a recommendation, as a guideline, to minimize liquid concrete hydrostatic pressure on the forms and to avoid exceeding the formwork’s designed capacity. This method allows the lower lift of concrete to begin setting up, providing support to the next lift as concrete is placed in the full wall.

Consolidation is required in every lift to eliminate any honeycombing or voids and blend the lifts to eliminate cold joints in the wall.

Form Pressure Gradient
Form Pressure Lift
In the planning of placement lift heights,
the top lift should be a minimum of
2 feet or more.

Fox Blocks concrete mix design has a
high slump of 5" to 6". Refer to
Technical Bulletin 1.06.01
Refer to Technical Bulletin 1.06.05
Concrete Consolidation
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TECHNICAL BULLETIN . CONCRETE & REINFORCEMENT 1.06.02 Concrete Placement – Lift and
Fall Heights

CONCRETE FALL HEIGHTS
A structural engineer, a specifier, or an inspector may want to limit the maximum free fall height of concrete placement with the intent to prevent segregation. Concrete placement operations in a Fox Blocks wall are planned to allow for the free fall of concrete from the top of the formwork. The concrete mix design with a high slump of 5" to 6" is advantageous for the specified fall heights in a Fox Blocks wall assembly.

The American Concrete Institute (ACI) does not directly address the height of concrete placement. Neither ACI 301, “Specifications for Structural Concrete,” nor ACI 318 “Building Code Requirements for Structural Concrete,” limits the maximum distance concrete can free fall. Field studies have shown that free fall from great distances does not reduce concrete quality or compressive strength.

In the specification notes to owner’s representative, ACI 336 states that recent research on free-fall concrete has confirmed that free fall does not cause segregation, at least for fall heights up to 60 feet.

The American Society of Concrete Contractors (ASCC) has written a Position Statement #17 addressing the free fall of concrete. At least four field studies have shown that free fall from great distances does not reduce concrete quality. The ASCC position statement goes on to state that although the field studies have been for caissons, the results should also apply to other structural elements such as walls, columns, and mat foundations.

ASCC references a 1994 FHWA study the provided test data leading the investigators to conclude that “the general expectation that concrete striking of the rebar cage will cause segregation or weakened concrete is invalid and they found “no segregation or strength differences between low and high slump concrete mixtures.” Fox Blocks recommends placing concrete, with Fox Blocks specified mix design and slump, following ACI standards and safety factors in lifts as detailed. Typically, the concrete fall height for a Fox Blocks wall would be 9' to 12' + high, is some commercial applications the fall height may 16' +.

Bruce Suprenant, article “Free Fall of
Concrete” June 2001, Concrete International
Magazine summarizes many of the findings
discussed in this technical brief.

Restricting free-fall heights, decreases
concrete production rates, which
increases owners’ costs without
increasing concrete quality.

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Pre-planning is essential for a successful placement.

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TECHNICAL BULLETIN . CONCRETE & REINFORCEMENT 1.06.02 Concrete Placement – Lift and
Fall Heights

In typical residential construction, concrete is commonly placed in a wall to a maximum of 10 to 12 feet in height during one concrete pour.

This placement method is a standard practice in the ICF industry.

Consolidation is required in every lift to eliminate any honeycombing or voids and blend the lifts to eliminate cold joints in the wall.

Form Pressure Gradient
Form Pressure Lift
In the planning of placement lift heights,
the top lift should be a minimum of
2 feet or more.

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TECHNICAL BULLETIN . CONCRETE & REINFORCEMENT 1.06.02 Concrete Placement – Lift and
Fall Heights

Bruce Suprenant, article “Free Fall of
Concrete” June 2001, Concrete International
Magazine summarizes many of the findings
discussed in this technical brief.

Restricting free-fall heights, decreases
concrete production rates, which
increases owners’ costs without
increasing concrete quality.

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TECHNICAL BULLETIN . BUILDING SCIENCE: AIR, MOISTURE, VAPOR, & SOUND 1.12.03 Water (Weather) Resistive Barrier

GENERAL OVERVIEW
Building codes specify that exterior walls require a weather resistant exterior wall envelope that is designed and constructed to prevent the accumulation of water within the wall assembly. The exterior wall has a finishing material or veneer that is the first layer of protection, but the codes require a secondary, specific layer or membrane as a water (weather)-resistive barrier (WRB) to provide continuous protection for the envelope.

The intended purpose of a specifically designed membrane as a WRB is to prevent water and/or to resist water and air from penetrating the envelope. In cavity wall construction (wood or steel framing), any breach that allows exterior water in the cavity will result in the deterioration of the assembly.

FOX BLOCKS TESTING
A Fox Blocks wall assembly is comprised of an exterior and interior layer of continuous EPS insulation (25/8" thick each side) over a monolithic concrete core. In all applications the exterior face of the ICF wall assembly is covered with some form of exterior finish, which is either directly applied over the EPS to the Fox Blocks fastening strips or installed as veneer, like brick and masonry.

Fox Blocks third party testing, per ASTM E2634 and ASTM E331, for water tightness under a specified pressure differential and a water spray rate of a least 8" of rain per hour for 2 hours resulted in no water leakage.

Another test for air tightness ASTM E283 tabled that the Fox Blocks wall assembly bested code minimum requires for air infiltration.

FOX BLOCKS ADVANTAGE
A Fox Blocks wall assembly is not classified as a cavity wall type of construction but is recognized as a mass wall assembly. The materials - EPS and concrete, are not prone to any degradation in performance or deterioration from any possible water or moisture intrusion from the exterior or interior.

Fox Blocks EPS does not absorb water or moisture and will not degrade as part of a finished wall assembly. Any water or moisture that would possibly penetrates the exterior finish will drain down the face of the EPS layer. All openings require perimeter flashing installed on all sides.

Refer to Technical Bulletin

1.12.01 Air Barrier
Refer to Technical Bulletin

1.02.16 Window Flashing
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TECHNICAL BULLETIN . BUILDING SCIENCE: AIR, MOISTURE, VAPOR, & SOUND 1.12.03 Water (Weather) Resistive Barrier
Third party testing has shown that the Fox Blocks wall assembly itself provides a water and air resistive barrier.

No additional WRB membrane is required over a
Fox Blocks wall assembly.

In the applications of some exterior finishes, that provide a warranty, the application of a WRB may be required to satisfy the warranty. In most applications over a Fox Blocks wall assembly this may not be required. Check with product manufacture.

Refer to Technical Bulletin

1.12.06 Indoor Air Quality
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TECHNICAL BULLETIN . CONSTRUCTION EFFICIENCY 1.14.06
Concrete Pre-Placement Checklist

PRE-PLACEMENT OF CONCRETE PROCEDURES
Prior to placing concrete, it is very important to follow a checklist to ensure everything has been installed correctly, walls are supported, strapped as required and the crew is ready. Once you begin to place concrete you are committed to keep going without distractions until the concrete placement is to the desired height.

The following is an enhancement of the Fox Blocks Installation Checklist and is recommended to be reviewed prior to placing concrete:

PRE-PLACEMENT CHECKLIST:

Review weather for favorable forecast on placement day
Follow correct procedures for above normal hot or cold weather concrete placement
Is site clear and prepared for concrete trucks and pump truck Does rebar installation require inspection approval prior to concrete placement
Check concrete volumes, set delivery times and co-ordinate lead time for pump truck set-up
Ensure the pump boom is safe from overhead hazards and the boom can reach all the walls
Establish with pump truck operator concrete placement direction, lift heights, speed of placement and co-ordinate communication signals
Does pumptruck have a reducer
Review all wall dimensions per plan requirements
Has additional support and strapping been installed at stacked joints, any laps 8” or less, or where required (both sides of wall if required)
Is rebar installed per plans and specifications in correct locations to top of wall
Do all the lintels over openings have the specified reinforcing and, if needed, stirrups installed
Check alignment/bracing is secure and the scaffold planks provide a clear, continuous and safe walkway around the whole perimeter for all walls
Are all opening bucks supported and is the sill open for concrete placement
If wood bucks are used, is there proper anchorage into the concrete
Embedments, anchor bolts and floor system connectors installed and ready to be set in concrete
Print and use this Fox Blocks checklist
and have all members of the crew be
aware of the checks.

Refer to the following checklists:

1.02.01 Fox Blocks Installation Checklist

1.14.05 Step by Step Project Checklist

1.14.07 Concrete Post Placement Checklist
Keys to a successful concrete placement is
pre-planning and having everyone involved
understand methods and procedures.

Ensure your concrete volumes and order
is adequate, co-ordinate the timelines in
ordering material, pump truck requirements.

Plan crew time allocations for concrete
placement, consolidation and clean-up.

Cold joints are not permitted in foundation
walls supporting backfill.

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June 5, 2024
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TECHNICAL BULLETIN . CONSTRUCTION EFFICIENCY 1.14.06
Concrete Pre-Placement Checklist
Check all service penetrations sleeves are installed and, if needed, supported
Beam pockets installed and secured
String lines installed and ready at top of all walls
Use alignment system to straighten walls and adjust walls by tilting inward slightly
If block will continue, Is the top block interlock protected with tape, from concrete spillage
Check interior of wall cavity is clear of any debris, snow or ice Are dowels or anchor bolts ready for wet set installation into top of wall for cold joint or sill plate
Are concrete tools ready – towel, check vibrator, batteries or extension cords
Check that vibrator can reach all walls
Have materials ready in the event of a problems – buckets, shovels, screws, drill, and plywood
Review tasks with crew members, who is doing what during concrete placement and consolidation, plus safety procedures Have gloves and eye protection for crew members installing and consolidating concrete
Walk around the project, inside and outside, to view both sides of every wall to make sure everything is ready
Check that the concrete mix meets specs for strength, slump and aggregate size

SUMMARY
This checklist should become a best practice procedure before any concrete is placed. The more attention to these details means fewer problems, better efficiency and a safer build during this busy stage of placing and consolidating concrete in the Fox Blocks wall assemblies.

Add to the checklist as required
Refer to Technical Bulletin 1.14.07 Concrete
Post-Placement Checklist
Refer to Fox Blocks website Resource
Center and YouTube video library
for more information
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LISTING INFORMATION OF Fox Block Insulating Concrete Forms (Fox Block ICFs)

SPEC ID: 32745

Fox Blocks, a Division of Airlite Plastics Co.
6110 Abbott Drive
Omaha, NE, 68110-2805
USA

This report is for the exclusive use of Intertek’s Client and is provided pursuant to the agreement between Intertek and its Client.

Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party, other than to the Client in accordance with the agreement, for any loss, expense or damage occasioned by the use of this report. Only the Client is authorized to permit copying or distribution of this report and then only in its entirety. Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material, product or service must first be approved in writing by Intertek. The observations and test results in this report are relevant only to the sample tested. This report by itself does not imply that the material, product, or service is or has ever been under an Intertek certification program.

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Fox Block ICFs are Insulated Concrete Form (ICF) systems that are formed of expanded polystyrene with polypropylene plastic cross-ties. Fox Block ICFs are pre-assembled ICF forms with a reversible, interlocking connection design. The systems are available in the following sizes and configurations:

4" Straight
4" 90° Corner
4" 45° Corner
6" Straight
6" 90° Corner
6" 45° Corner
6" Corbel Ledge
6" Taper Top
6" T-Block (Short)
6" T-Block (Long)
6" Radius Blocks (5',6',7',8',9' &10')
8" Straight
8" 90° Corner
8" 45° Corner
8" Corbel Ledge
8" Taper Top
8" T-Block (Short)
8" T-Block (Long)
8" Curb Block
10" Straight
10" 90° Corner
12" Straight
12" 90° Corner

RATINGS

Product/AssemblyStandard Rating (if applicable)
Fox Block ICFs
ASTM E119 Design no. FXB/ICF 240-01 CAN/ULC S101
ASTM E2634, including:

ASTM C578 (EPS)
ASTM D635 (cross-tie)
ASTM D638 (cross-tie)
ASTM D732 (cross-tie)
ASTM D1761 (cross-tie)
ASTM D1929 (cross-tie)
ASTM E84 (EPS)
UL 1715 (ICF)

Type II EPS
CC1 classification
Min. tensile strength: 32.3 kN/m2 (675
lb/ft2)
Min. shear strength: 3080 psi
Refer to Table 2 of IRR-1010
Min. Ignition Temp. 350°C (662°F)
FS ≤ 25, SD ≤ 450
Meets ASTM E2634 Section 6.3.1
ICC-ES AC353 IRR-1010

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MANUFACTURING LOCATIONS

The following facilities are certified to manufacture Fox Block ICFs that comply with the ratings described in IRR- 1010 and the table in the section above.

ASTM E283 (4” ICF) Max air infiltration 0.02 cfm/ft2
ASTM E331 (4” ICF)
No water leakage after 2 hours;
15 psf pressure differential
CAN/ULC S717.1, including:

CAN/ULC S701 (EPS)
ASTM D635 (cross-tie)
ASTM D638 (cross-tie)
ASTM D732 (cross-tie)
ASTM D1761 (cross-tie)
ASTM D1929 (cross-tie)

Type 2 EPS
CC1 classification
Min. tensile strength: 32.3 kN/m2 (675
lb/ft2)
Min. shear strength: 3080 psi
Refer to Table 2 of IRR-1010
Min. Ignition Temp. 350°C (662°F)
Airlite Plastics Co.
525 Kansas Avenue
Omaha, NE 68110
USA

APTCO LLC
31381 Pond Road
MacFarland, CA 93250
USA
Poly Foam Corporation
2355 Providence Road
PO Box 906
Northbridge, MA 01534
USA
Tegrant Diversified Brands
1100 Garden of the Gods
Rd
Colorado Springs, CO
80907
USA
FMI-EPS, LLC (Post Falls)
9456 N McGuire Road
Post Falls, ID 83854
USA
Cellofoam NA Inc.
11237 Astronaut Blvd
Orlando, FL 32837
USA
FMI-EPS, LLC (Jerome)
280 Rose Street
Jerome, ID 83338
USA
Polymos Inc.
3333 F.X. Tessier,
Vaudreuil-Dorion, QC J7V
5V5
Canada
Modern Polymers Inc LLC
901 West Academy
Cherryville, NC 28021
USA
EPS Molders Inc.

Box 4, Site 1, RR 4
Ponoka, AB T4J 1R4
Canada
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The following facility is under Intertek inspection for the quality control of the Fox Blocks Cross-Ties:

Schaumaplast Foam
Molders LP
21 N.39th Avenue
Phoenix, AZ 85009
USA
HW Manufacturing Inc.

Mile Ten Road
Starbuck, MB R0G 2P0
Canada
Insulfoam
628 Western Drive
Anchorage, AK 99501
USA

Airlite Plastics Co.
6110 Abbot Drive
Omaha, NE 68110
USA
Attribute Value
Code Reports Yes
Criteria CAN / ULC S701 (2005)
Criteria ASTM E283 (2004)
Criteria CAN / ULC S101 (2007)
Criteria ASTM C578 (2008)
Criteria ICC-ES AC353 (2007)
Criteria ASTM E331 (2009)
Criteria ASTM C578 (2009e1)
Criteria ASTM E119 (2010)
Criteria CAN / ULC S701 (2011)
Criteria ASTM C578 (2010a)
Criteria ASTM C578 (2011)
Criteria ASTM C578 (2012)
Criteria CAN/ULC S717.1 (2012)
Criteria ASTM E2634 (2011)
CSI Code 03 10 00 Concrete Forming and Accessories
Intertek Services Certification
Listed or Inspected LISTED
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Listing Section CONCRETE FORMS
Report Number
3103050; 3103255; 3114608; 3182745; 3186516;
3193147; 3193149; 100061415; 100146783; 100155912;
100412773; 100546682; 100675099COQ; 100756430MID;
100955609COQ; 100749979COQ; 101217382COQ;
101240281COQ; 101463741COQ; 101539455COQ
Spec ID 32745
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DRAWING INDEX
2013-06-24 Fox Blocks 100546682 FXB - ICF 240-01
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2013-06-24 Fox Blocks 100546682 FXB - ICF 240-01
Division 03 – Concrete
03 11 00 Concrete Forming
03 11 19 Insulating Concrete Forming Page 1 of 2

Date Revised: June 26, 2013
Project No: 100546682

Design Number FXB/ICF 240-01

FOX BLOCK INSULATED CONCRETE FORMS
Fox Blocks, a Division of Airlite Plastics Co.

ASTM E119-11a
ULC / CAN S101-07
Fire Rating Only - Load Rating Not Within The Scope Of This Listing Assembly Rating – 2, 3 and 4 hours

FORMED WALL THICKNESS MAX FIRE RATING
4 in. (102 mm) 2 Hour
6 in. (152 mm) 4 Hour
8 in. (203 mm) 4 Hour
10 in. (254 mm) 4 Hour
12 in. (305 mm) 4 Hour

1. CONCRETE: Pour normal weight concrete
(density typically between 145-155 pcf)
having a minimum 21 MPa (3,000 psi)
nominal compressive strength into the
forming system (Item 2).

2. CERTIFIED MANUFACTURER: Airlite
Plastics Co.

CERTIFIED PRODUCT: Fox Block
Insulated Concrete Forms (ICF)

FORMING SYSTEM: The Fox Block
ICF forming system consists of Type 2
(CAN/ULC S701) or Type II (ASTM
C578) molded expanded polystyrene
(EPS) foam panels with embedded
polypropylene ties that come
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2013-06-24 Fox Blocks 100546682 FXB - ICF 240-01 (page 2 of 2) Division 03 – Concrete
03 11 00 Concrete Forming
03 11 19 Insulating Concrete Forming Page 2 of 2

Date Revised: June 26, 2013
Project No: 100546682

preassembled as blocks and are produced
in nominal concrete core widths of 4 in.
(102 mm), 6 in. (152 mm), 8 in. (203 mm),
10 in. (254 mm), and 12 in. (305 mm)
widths. The Fox Block ICFs are produced
in 48 in. length x 16 in. height (1220 mm x
410 mm) for all core thicknesses. All Fox
Block ICF products have an EPS panel
thickness of 2-5/8 in. (66.7 mm). The top
and bottom of the EPS panels have an
interlocking system which aligns the forms
together as they are stacked together.

Fox Block ICF systems have
polypropylene ties spaced at 8 in. (203
mm) on center (oc) in the cavity of the ICF
that include flanges acting as furring strips
for mechanical fastening.

3. SHEATHING AND EXTERIOR FINISHES
(OPTIONAL): Not required for the fire
resistance ratings descr ibed in this listing.

An approved thermal barrier may be
installed subject to the requirements of the
applicable Building Code.

When desired, exterior finishes may be
applied to the exterior side of the forming
system (Item 2) wall assembly without
diminishing the assembly rating. Exterior
Insulation Finish System (EIFS), any
exterior stucco, brick or brick veneer,
stone or stone veneer, cultured stone and
siding made from vinyl, aluminum, wood,
or steel may be used. Apply exterior
finishes in accordance with the
manufacturer's instructions.

4. POLYPROPYLENE FORM TIES:

Each 48 in. (1220 mm) of length, Fox
Block ICF have six polypropylene ties.

The polypropylene ties are spaced
nominally 8 in. (203 mm) oc. The
polypropylene ties are open to allow
concrete to flow easily, and to allow
seating for the placement of horizontal
and vertical rebar placement.

5. STEEL REINFORCEMENT: Place the
steel reinforcement before filling the
forming system with concrete (Item 1).

The rebar used is to be designed and
placed per the applicable code
requirements and approved by a
registered design professional with the
appropriate license for the Authority
Having Jurisdiction.

6. WALL ASSEMBLY: The Fox Block
ICF wall assembly may be used as
either an interior or exterior wall. ICFs
exposed to the interior of a building
shall have a thermal barrier (item 3)
attached. Exterior walls are only
required to have a thermal barrier on
the side facing the interior of the
building. The fire resistance rating is
applicable to the Fox Block ICF wall
assembly from either side.

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Expansion of Wetted Plywood and OSB Panels
STRUCTURE magazine March 200538
from experience
By Felix Martin, S.E.

Winter’s rains provides the opportunity
to examine problems caused by expansion
of OSB and plywood wood panels due
to excessive moisture. Design engineers
tend to think of the structure as a
finished product and sometimes give little
attention to structural problems that may
arise in the construction process.

With flat roofs (or floors exposed to
weather), during extended periods of
exposure to rain, wood sheathing that
has not been roofed or covered has an
opportunity to be kept constantly wet.

Once this happens water will be absorbed
by the sheathing, resulting in thickness
swell and linear expansion of the sheets.

Concern has typically been focused on
increases in the thickness of the panel. In
plywood sheets, as the panel expands in
thickness, nail heads are pulled through
and, in extreme cases, punch through the
top ply, rendering the panel useless in
shear. Moisture penetration in plywood
panels can also lead to delamination of
the plies, despite the widespread
use of exterior grade glues.

In the case of Oriented Strand Board
(OSB), thickness swell primarily occurs
along panel edges. This is because of
capillary action at end grain fibers,
although OSB panels are typically surface
and end sealed. OSB also tends to larger
thickness swells than plywood, due to the
use of a more porous wood product and
to the release of compression set from
the panel manufacturing process. Once
the panel thickness has been expanded
by wetness, when back to its original
moisture content, it will not completely
return to its original thickness.

However, because of the multi-layered
and random direction of the wood chips,
there is a smaller chance for total nail head
punch-through in OSB than plywood.

An American Plywood Association (APA)
publication (TT-012) provides a suggested
guideline for determining whether the
shear capacity of a wood diaphragm has
been compromised by buried nail heads
caused by either overdriving or thickness
swell due to moisture. The publication
does not address OSB and plywood
separately, although nail heads can
penetrate completely through the face
layer of three-ply plywood. OSB really
has no definable face layer.

In 1985 the APA performed a series
of tests on the effect of wetting OSB
shear wall panels (test results were not
published by the APA). The research
involved performing static load tests on
six 7/16-inch thick shear wall panels.

Three panels were tested dry. The
remaining three panels were wetted by
placing them in an almost horizontal
position and using a sprinkler to spray the
sheathing approximately eight hours per
day for three consecutive days. The walls
were then allowed to dry approximately
two weeks and tested.

The wetted walls had an average final
moisture content of 4-5 % after drying,
versus an average moisture content of 3-
4% for the walls not wetted. The wetted
walls showed a slight decrease in ultimate
load capacity when compared with the
dry walls. They also had increases in total
deflection and permanent (residual) set.

The decrease in ultimate load capacity
plus the increases in total deflection
and set were judged by the APA as
insignificant enough to conclude that
wetting of OSB shear walls, such as by
rainfall during construction, did not
adversely affect the strength of the walls.

These test results may be extended
to horizontal diaphragms to similarly
conclude that extended exposure to
wetting of OSB horizontal diaphragms
will not adversely affect the strength of
those diaphragms.

A concern not usually taken into account
is the linear expansion of the panel length
and width due to moisture infiltration.

Some of this expansion is taken up
through partial restraint crushing along
the fasteners and by panel end crushing;
some is taken by allowing a small gap
between sheets during installation.

OSB sheets come factory-cut to
allow a 1/8-inch installation gap in
both directions. The typical installation
procedure used by experienced framing
contractors is to drop 16d nails between
the wood panels. Because 16d nails are
approximately 1/8-inch in diameter, this
provides a method of automatic spacing
between panels.

T esting by the APA (Publication TT-
028) has shown that wetted plywood/
OSB panels will expand a maximum
of 3-inch in the long direction and
3/16-inch in the short direction. The
APA test took the panels from an oven
dry condition to complete saturation,
conditions not normally encountered
in the field where variations in moisture
content are not so extreme. Using the
APA extreme linear expansion values, for
an eighty foot long roof, assuming a 3-
inch linear expansion per eight foot panel
length, an average 1/8-inch gap between
sheets and an average 1/8-inch fastener/
end crushing per panel, would result in a
net linear lengthening of the roof of zero.

However, personal experience has
suggested field net linear expansion
values may be larger than those calculated
above. This may have been due partially
to installation procedures that may have
placed the panels without the 1/8-inch
gap between sheets, although this alone
would not account for the extent of
the discrepancies observed. The APA
acknowledges the potential problem in
Research Report 144, by addressing the
buckling potential of structural panels
resulting from linear expansion. Buckling
of panels from linear expansion is more
likely to occur in structures restrained
from lateral expansion.

A net linear expansion in laterally
unrestrained diaphragms is the type of
thing that pulls walls and columns out of
plumb. This is more likely to happen if the
linear expansion occurs in construction
when the shear walls may not yet be in
place; or if one end of the building is
laterally restrained and the other end is
free to expand. Once linear expansion has
taken place, as explained before, it will
not completely shrink back to its original
dimensions when the sheets dry again. In
other words, walls and columns stay out
of plumb and may have to be forced to
their original state through expensive and
time-consuming mechanical means.
“OSB also tends to larger thickness
swells than plywood,...”
Copyright

STRUCTURE
magazine
©
Item Title: 11.1
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STRUCTURE magazine March 2005 39
For Advertiser Information, visit www.structuremag.org It is important to recognize damage
due to linear expansion once it occurs,
as problems associated with it can be
easily misdiagnosed. Damage may
first be observed in walls and columns
previously installed plumb. These may
be subsequently observed to be out-of-
plumb following exposure of the roof
plywood to rain days to a few weeks prior.

Positive proof that linear expansion has
taken place may be found in tight-fitting
horizontal panels with crushed edges.

This will indicate panel expansion has
taken place, with no available expansion
relief possible.

Moisture exposure is not limited to
areas of high rainfall. Where the con-
scientious contractor covers the sheath-
ing with plastic, the sheathing may be
soaked continuously over an extended
period of time even in low moisture areas.

Though the plastic keeps moisture away
for short periods of time, rain lasting a
few days water will leak in along joints
or tears in the plastic. Moisture will then
be retained by the very plastic intended
to keep it out.

The APA has in the past espoused the
use of expansion joints in wood sheathed
roofs and floors over eighty feet in length.

A temporary expansion joint may be used
in the middle field of a long roof when
extended periods of moisture are expect-
ed or just simply included as a general
specification for roof lengths eighty
feet and beyond. Once the horizontal
sheathing is ready to be waterproofed,
the “fill-in” panels can be installed just
before roofing is applied.

Although not specifically a design
concern, the potential problems associ-
ated with thickness swell and linear ex-
pansion due to moisture intrusion during
construction are worth considering by
the design engineer. The inclusion of
temporary expansion joints for long
roofs or for wet weather may well avoid
the possibility of frantic field calls, con-
struction delays and expensive repairs.

Anything done to assist a project to be
trouble-free during construction is usually
time well spent.▪
Felix Martin has a BS and a MS
in Engineering from the
California State University at Long Beach.

He is owner and principal engineer of
Marcon Forensics, a structural forensics
ﬁ rm with ofﬁ ces in Laguna Beach, CA
and Las Vegas, NV .

STRUCTURE
magazine
©
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LISTING INFORMATION OF
Fox Blocks Compact Insulating Concrete Forms

SPEC ID: 26976

Fox Blocks, a Division of Airlite Plastics Co.
6110 Abbott Drive
Omaha, NE 68110-2805

This report is for the exclusive use of Intertek’s Client and is provided pursuant to the agreement between Intertek and its Client. Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party, other than to the Client in accordance with the agreement, for any loss, expense or damage occasioned by the use of this report. Only the Client is authorized to permit copying or distribution of this report and then only in its entirety. Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material, product or service must first be approved in writing by Intertek. The observations and test results in this report are relevant only to the sample tested. This report by itself does not imply that the material, product, or service is or has ever been under an Intertek certification program.

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Fox Blocks Compact ICFs are Insulated Concrete Form (ICF) systems that are formed of expanded polystyrene with polypropylene plastic cross-ties. Fox Blocks Compact ICFs are pre-assembled ICF forms with a reversible, interlocking connection design. The systems are available in the following sizes and configurations:
4” Straight
4” 90° Corner
4” Taper Top
6” Straight
6” 90° Corner
6” 45° Corner
6” Corbel Ledge
6” Taper Top
8” Straight
8” 90° Corner
8” 45° Corner
8” Corbel Ledge
8” Taper Top
10” Straight
10” Corbel Ledge
10” Taper Top
12” Straight
12” Corbel Ledge
12” Taper Top
"Webex" cross-tie extenders can be used to connect cross-ties to form 14", 16", 18", 20", 22", or 24" thick cavities within forms.

RATINGS ACHIEVED

CODE COMPLIANCE RESEARCH REPORT
Product/AssemblyStandard Rating (if applicable)
Fox Blocks
Compact ICF
ASTM E119 Design no. FXB/ICF 180-01CAN/ULC S101
ICC-ES AC353 (2012)
ASTM C578 (EPS)
ASTM D635 (cross-tie)
ASTM D1761 (cross-tie)
ASTM D1929 (cross-tie)
ASTM E84 (EPS)
UL 1715 (ICF)
CCRR-1013
Type II EPS
CC2 classification
Refer to Table 2 of CCRR-1013
Min. Ignition Temp. 350°C (662°F)
FS ≤ 25, SD ≤ 450
Meets AC353 (2012) Section 3.4
Evaluation Method Building Code CCRR Number
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ICC-ES AC353 2009 and 2006 IBC
2009 and 2006 IRC CCRR-1013
Attribute Value
Code ReportsYes
Criteria CAN / ULC S101 (2007)
Criteria ASTM C578 (2008)
Criteria ICC-ES AC353 (2007)
Criteria ASTM C578 (2009e1)
Criteria ASTM E119 (2010)
Criteria ASTM C578 (2010a)
Criteria ASTM C578 (2011)
Criteria ASTM E119 (2012)
Criteria ASTM C578 (2012)
Criteria ICC-ES AC353 (2012)
Criteria CAN / ULC S101 (2014)
Criteria ASTM E119 (2016a)
CSI Code 03 10 00 Concrete Forming and Accessories
Intertek ServicesCertification
Intertek ServicesCode Compliance Research Report
Listed or
Inspected
LISTED
Listing SectionCONCRETE FORMS
Report Number491-7808; 481-1431; 3140509; 3182745; G100067916; G100155912; G100675099; G100756430; G101572919; G102879340
Spec ID 26976
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DRAWING INDEX
CCRR-1013
FXB-ICF 240-02
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CCRR-1013
Code Compliance Research Report
CCRR-1013

Revision Date: 09-08 2017
Renewal Date: 01-01-2018

545 E. Algonquin Road • Arlington Heights • Illinois • 60005 intertek.com/building
PCA-101

Version: 6 April 2017 SFT-CCRR-OP-40b

DIVISION: 03 00 00—CONCRETE
Section: 03 11 19—Insulating Concrete Forming

REPORT HOLDER:

Airlite Plastics Co.
6110 Abbott Drive
Omaha, Nebraska 68110
(402) 341-7300 or (402) 408-5032
www.foxblocks.com

REPORT SUBJECT:

Fox Blocks Compact Insulating Concrete Forms (ICFs)

1.0 SCOPE OF EVALUATION

This Research Report addresses compliance with the
following Codes:
• 2015, 2012, and 2009 International Building Code® (IBC) • 2015, 2012, and 2009 International Residential Code® (IRC)

NOTE: This report references 2015 Code sections with [2012, 2009] Code sections shown in square brackets where they differ.

The Fox Blocks Compact ICF system has been evaluated for the following properties:
• Physical properties
• Surface-burning characteristics
• Attic and crawl space fire evaluation
• Fire-resistance-rated construction
• Exterior walls in Types I, II, III, and IV construction

See Table 1 for applicable C ode section s related to these properties.

2.0 USES

Fox Blocks Compact insulating concrete forms (ICFs) are used as stay -in-place formwork for structural concrete load - bearing and non- loadbearing exterior and interior walls, concrete beams, lintels, foundation walls, and retaining walls .

The forms may be installed in attics and crawl spaces w ithout a covering on the interior side when installed in accordance with Section 4.3.2. The forms may be used in fire -resistance- rated construction, provided installation is in accordance with Section 4.8. The forms may be used in Types I, II, III , or IV (noncombustible) construction provided installation is in accordance with Section 4.9.

3.0 DESCRIPTION

3.1 General:

The Fox Blocks Compact ICFs consist of two 2.625 inch thick (66.7 mm) expanded polystyrene (EPS) foam plastic panels, and injection-molded polypropylene plastic cross -ties that are connected at the job site to " grippers", which are molded into the EPS panels. The cross-ties maintain the EPS panel facings at a clear distance of 4 inches, 6 inches, 8 inches, 10 inches, or 12 inches. If a larger cavity is desired, a polypropylene web extension gripper is used to connect two cross -ties to form 14 -, 16 -, 18- , 20- , 22 -, or 24 inch wide cavities. The Fox Blocks Compact ICF system is a flat ICF system as defined in IRC Section R608.3 [R611.3].

In addition to straight forms, corbel ledge, and taper top forms are also available. See Figure 1 for illustration s of the forms.

3.2 Foam Plastic Panels:

The EPS foam plastic panels have a nominal density of

1.5 pcf, a flame -spread index of 25 or less and a smoke - developed index of 450 or less when tested in accordance with ASTM E84. The foam plastic complies with Type II
requirements when tested in accordance with ASTM C578.

3.3 Cross-ties:

The polypropylene cros s-ties connect the EPS panels at a fixed clear distance . The cross -ties fit into polypropylene grippers, have openings to permit concrete placement, and have slots to support horizontal steel reinforcing bars . The cross-ties and grippers are spaced horizontally at 8 inches on center. The plastic flange of the polypropylene grippers , which is recessed 0. 625 inches below the outer EPS
surface, is used to attach exterior and interior finish materials. The flange is 1. 44 inches wide by 16 inches high by 0.23 inch thick.

Report prepared for: Spec Direct (Free User) on 11/5/2017 11:56:35 AM Fox Blocks, a Division of Airlite Plastics Co. | 26976 | Rev: Sep 18 2017 3:12PM | Uncontrolled Copy Page 5 of 15 Item Title: 11.1
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Menifee Mayor and City Council
June 5, 2024
Page
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CCRR-1013 (2 of 9)

Code Compliance Research Report CCRR-1013 Page 2 of 9

545 E. Algonquin Road • Arlington Heights • Illinois • 60005 intertek.com/building
PCA-101

Version: 6 April 2017 SFT-CCRR-OP-40b

3.4 Concrete:

Concrete must be normal -weight concrete complying with the IBC, with a maximum 3/4 inch aggregate size. Concrete must have a minimum compressive strength of 3000 psi at 28 days . Under the IRC, concrete must comply with IRC
Sections R404.1 (foundation walls and retaining walls) and R608.5.1 [2012, 2009 – 611.5.1] (walls), as applicable.

3.5 Reinforcement:

Deformed steel reinforcement bars must have a minimum
yield stress of either 40 ksi or 60 ksi, depending on the structural design. Under the IBC, the deformed steel bars must comply with Section 3.5.3.1 of ACI 318 and IBC
Section 1903. If construction is based on the IRC,
reinforcement must comply with IRC Sections R404.1.3.3.7 [2012, 2009 – R404.1.2.3.7] (foundation walls and
retaining walls) and R 608.5.2 [2012, 2009 – 611.5.2]
(walls).

4.0 INSTALLATION

4.1 General:

Design and installation of the Fox Blocks Compact ICFs must comply with this report, the applicable C ode, and the manufacturer’s published installation instructions, which must be available on the jobsite during installation.

4.2 Design:

4.2.1 IBC Method: Solid concrete walls must be designed and constructed in accordance with IBC Chapter 16 and 19, as applicable . Footings and foundations must be designed in accordance with IBC Chapter 18.

4.2.2 Alternative IBC Wind Design Method: Solid concrete walls may be designed and constructed in accordance wi th the provisions of Section 209 of ICC 600, subject to the limitations found in IBC Section 1609.1.1.1 in accordance with Exception 1 to Section 1609.1.1.1. Design and
construction under the provisions of ICC 600 are limited to resisting wind forces.

4.2.3 IRC Method: Solid concrete walls, footings and
foundations must be designed in accordance with IRC
Sections R608 [R611] and R404.1.3 [2012, 2009 – 404.1.2], as applicable for flat wall systems.

4.2.4 Alternative IRC Methods: When used to construct
buildings that do not conform to the applicability limits of IRC Sections R404.1.3 [2012, 2009 – R404.1.2] and R608.2 [R611.2], construction must be in accordance with the
prescriptive provisions of the 2007 Prescriptive Design of Exterior Concrete Walls (PCA 1 00), or the structural
analysis and design of the concrete must be in accordance with ACI 318, ACI 332 and IBC Chapters 16, 18 and 19. For jurisdictions adopting the 2006 IBC the structural analysis and design of the concrete must be in accordance with ACI 318 and IBC Chapter 19 as applicable.

4.3 Interior Finish:

4.3.1 General: ICF units exposed to the building interior must be finished with an approved 15 -minute thermal
barrier, such as minimum 1/2 inch thick regular gypsum
wallboard complying with ASTM C1396, installed vertically or horizontally , and attached to the cross -tie flanges with minimum 1 -1/2 inch long, No. 6, Type S, fine -thread
gypsum board screws spaced a maximum of 12 inches on
center vertically and 16 inches on center horizontally. The screws must penetrate a minimum of 1/4 inch through the flange. Gypsum board joints and screw heads must be
taped and finished with joint compound in accordance with ASTM C840 or GA216. See Section 4.3.2 for installation details for crawl space applicatio ns without an ignition barrier on the interior face.

4.3.2 Attic and Crawl Space Installations: When the ICFs are used for walls of attic or crawl spaces, an ignition barrier complying with IBC Section 2603.4.1.6, or IRC
Sections R316.5.3 or R316.5.4, is required, except when all of the following conditions are met:
• Entry to the attic or crawl space is only to service utilities, and no storage is permitted.
• There are no interconnected attic or basement areas.
• Air in the attic or crawl space is not circulat ed to other parts of the building.
• Under-floor (crawl space) ventilation is provided that complies with IBC Sections 1203.3 or IRC Section R408.1, as applicable.
• Attic ventilation is provided when required by IBC
Section 1203.2 or IRC Section R806, as applicable.
• Combustion air is provided in accordance with IMC
(International Mechanical Code) Section 701.
• The ICFs must have at least one label ( described in
Section 7.0) visible in every 160 square feet of wall area.

Report prepared for: Spec Direct (Free User) on 11/5/2017 11:56:35 AM Fox Blocks, a Division of Airlite Plastics Co. | 26976 | Rev: Sep 18 2017 3:12PM | Uncontrolled Copy Page 6 of 15 Item Title: 11.1
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Menifee Mayor and City Council
June 5, 2024
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CCRR-1013 (3 of 9)

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545 E. Algonquin Road • Arlington Heights • Illinois • 60005 intertek.com/building
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4.4 Exterior Finish:

4.4.1 Above Grade: The exterior surface of the ICF must be covered with an approved wall covering in accordance with the applicable C ode or a current evaluation report. A water-resistant exterior wall envelope is not required for concrete walls complying with IBC Section 1403.2,
Exception 1 and IRC Section R703.1.1, Exception 1.

Concrete walls are deemed to comply with the air barrier requirements of IECC Section C402.4 and R402.4 provided joints are sealed.

When the wall covering is mechanically attached to
structural members, the wall covering must be attached to the flanges of the embedded cross -ties with fasteners, described in Table 2, having sufficient length to penetrate through the flange a minimum of 1/4 inch. The fasteners have an allowable fastener withdrawal and l ateral shear strength as noted in Table 2.

The fastener spacing must be designed to support the
gravity loads of the wall covering and to resist the negative wind pressures. The negative wind pressure capacity of the exterior finish material must be the same as that
recognized in the applicable Code for generic materials, or that recognized in a current evaluation report for
proprietary materials and must not exceed the maximum
withdrawal capacity of the fasteners listed in Table 2.

4.4.2 Below Grade: Materials used to dampproof or
waterproof basement walls must be acceptable to Airlite Plastics Co., the designer or the contractor, and must
comply with the applicable Code or a current evaluation report. The material must be compatible with the ICF foam plastic units, and free of solvents that will adversely affect the EPS foam plastic panels. Dampproofing, waterproofing and drainage requirements must comply with the
applicable Code. No backfill may be applied against the wall until the complete floor system is in place or the wall is adequately braced, unless the wall is designed as a
freestanding wall that does not rely on the floor system for structural support.

4.5 Foundation Walls:

The ICF system may be used as a foundation stem wall
when supporting w ood-framed construction, provided the structure is supported on concrete footings complying with the applicable Code. For jurisdictions adopting the IRC, compliance with Section R404 is required. For jurisdictions adopting the 2006 IBC, compliance with Section 1805.5 is required.

4.6 Retaining Walls:

The ICF system may be used to construct retaining walls, with reinforcement designed in accordance with accepted engineering principles, Section 4.2 of this report and the applicable Code.

4.7 Protection Against Termites:

Where the probability of termite infestation is defined by the Code official as "very heavy", the foam plastic must be installed in accordance with IBC Section 2603.8 [2012 – 2603.9] or IRC Section R318.4, as applicable. Areas of very heavy termite infestation must be determined in
accordance with IBC Figure 2603.8 or IRC Figure R301.2(6).

4.8 Fire-resistance-rated Construction:

The ICFs may be used to construct fire -resistance-rated wall assemblies as described in Intertek Design Listin g FXB/ICF 240-02. See Intertek Listing "Fox Blocks Compact Insulating Concrete Forms" at
https://bpdirectory.intertek.com for current details.

4.9 Use in Buildings Required to be of Types I, II, III, and IV Construction:

4.9.1 General: Exterior walls constructed with the ICFs for use in buildings required to be of Type I, II, III, or IV construction must comply with the applicable conditions cited in Sections 4.9.2 through 4.9.4.

4.9.2 Interior Finish:

4.9.2.1 Buildings of Any Height: The ICFs must be finished on the interior with an approved 15 -minute thermal
barrier, such as 1/2 inch thick gypsum board, as required by the IBC. The gypsum board must be installed a nd attached as described in Section 4.3.1.

4.9.2.2 Alternate Interior Finish for One -story Buildings:

For one -story buildings, the interior finish may be in accordance with IBC Section 2603.4.1.4, provided all the conditions in that section are met.

Report prepared for: Spec Direct (Free User) on 11/5/2017 11:56:35 AM Fox Blocks, a Division of Airlite Plastics Co. | 26976 | Rev: Sep 18 2017 3:12PM | Uncontrolled Copy Page 7 of 15 Item Title: 11.1
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Menifee Mayor and City Council
June 5, 2024
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CCRR-1013 (4 of 9)

Code Compliance Research Report CCRR-1013 Page 4 of 9

545 E. Algonquin Road • Arlington Heights • Illinois • 60005 intertek.com/building
PCA-101

Version: 6 April 2017 SFT-CCRR-OP-40b

4.9.3 Exterior Finish:

4.9.3.1 Buildings of Any Height: The ICFs must be finished on the exterior with materials described in Sections

4.9.3.1.1, 4.9.3.1.2, 4.9.3.1.3, and 4.9.3.1.4. The ICFs must have at least one label as described in Section 7.0 visible in every 160 square feet of wall area prior to applying the wall covering.

4.9.3.1.1 Exterior Finish – EIFS and One-coat Stucco: EIFS and one -coat stucco wall coverings may be applied over the ICF, provided the wall covering system is recognized in a curr ent evaluation report and is recognized for use in Types I, II, III and IV construction. The wall covering system must be installed in accordance with the respective
evaluation report and the maximum mass per wall surface area [lbs/ft 2] qualified in the w all covering evaluation report must be greater than 0.361 lbs/ft2 (which is the max- tolerance mass of the EPS panel on the exterior side of the concrete wall). Acceptable EIFS wall coverings include the following:
• BASF Corporation Acrocrete Acrowall -ES EI FS as
described in ESR-2164;
• BASF Corporation Finestone Pebbletex EIFS as described in ESR-2165;
• Sto Corp. StoTherm Essence as described in ESR-1720.

4.9.3.1.2 Exterior Plaster: Exterior plaster m ust comply with the applicable C ode, and the exterior plast er must be a minimum of 7/8 inch thick. The lath must be attached to the flanges of the cross -ties with fasteners described in Section 4.4.1.

4.9.3.1.3 Exterior Finish – Brick Veneer: Anchored brick veneer must be attached to the flanges of the cross -ties with fasteners as described in Section 4.4.1. The 4 inch thick (102 mm) brick veneer must comply with the IBC and must be installed with a minimum 1 inch air gap between the face of the exterior EPS panel and the brick. The brick must be installed with a steel shelf angle attached to the concrete and installed at each floor line and at the top of each window and door opening.

4.9.3.1.4 Other Exterior Wall Coverings: Other wall
coverings must be demonstrated to the satisfaction of the building official as meeting the requirements of IBC Section 2603.5. Assemblies tested in accordance with NFPA 285
must include EPS having a maximum mass per wall surface area (in lbs/ft
2) greater than 0.361 lbs/ft 2 (1.76 kg/m 2)
(which is the maximum -tolerance mass of the EPS panel on the exterior side of the concrete wall).

4.9.4 Fireblocking: Foam plastic on the interior side of exterior walls and on both sides of interior walls must be discontinuous at floor lines . The intersections must be constructed to prevent the passa ge of flame, smoke and hot gases from one floor to another.

4.10 Special Inspection:

4.10.1 IBC: Special inspection is requi red as noted in IBC Section 1705 [1704] for placement of reinforcing steel and concrete, and for concrete cylinder testing . When an EIFS wall covering is applied, special inspection in accordance with IBC Sections 1704 [ 1704.1] and 1705/16 [2012 –
1705.15, 2009 – 1704.14] is required.

4.10.2 IRC: For walls designed in accordance with Section

4.2.3 or PCA 100 (Section 4.2.4), speci al inspection is not required. When walls are designed in accordance with the IBC, as described in Section 4.2.4, special inspection is required as described in Section 4.8.1.

5.0 CONDITIONS OF USE

The Fox Blocks Compact Insulating Concrete Forms described in this Research Report comply with, or are a suitable
alternative to, what is specified in those Codes listed in Sections 1.0 and 2.0 of this report, subject to the following conditions:

5.1 The ICFs must be manufactured, identified , and
installed in accordan ce with this Research Report, the manufacturer’s published installation instructions and the applicable Code. The provisions in this report take
precedence over the provisions in the manufacturer’s
instructions.

5.2 When required by the C ode official, calcul ations
showing compliance with the general design requirements of the applicable C ode must be submitted to the building official for approval, except where calculations are not required under IRC Section R608.1 [R611.1] . The
calculations and details must be prepared by a registered design professional where required by the statutes of the jurisdiction in which the project is to be constructed.

Report prepared for: Spec Direct (Free User) on 11/5/2017 11:56:35 AM Fox Blocks, a Division of Airlite Plastics Co. | 26976 | Rev: Sep 18 2017 3:12PM | Uncontrolled Copy Page 8 of 15 Item Title: 11.1
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Menifee Mayor and City Council
June 5, 2024
Page
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CCRR-1013 (5 of 9)

Code Compliance Research Report CCRR-1013 Page 5 of 9

545 E. Algonquin Road • Arlington Heights • Illinois • 60005 intertek.com/building
PCA-101

Version: 6 April 2017 SFT-CCRR-OP-40b

This Code Compliance Research Report (“Report”) is for the exclusive use of Intertek's Client and is provided pursuant to the agreement b etween Intertek and its Client. Intertek's responsibility and liability are limited to the terms and conditions of the agreement. I ntertek assumes no liability to any party, other than to the Client in accordance with the agreement, for any loss, expense or damage occasioned by the use of this Report. Only th e Client is authorized to permit copying or distribution of this Report and t hen only in its entirety, and the Client shall not use the Report in a misleading manner. Client further agrees and understands that reliance upon the Report is limited to the representations made therein. The Report is not an endorsement or recommendation for use of the subject and/or product described herein. This Report is not the Intertek Listing Report covering the subject product and utilized for Intertek Certification and this Report does not represent authorization for the use of any Intertek certification marks. Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material, product or service must first be approved in writing by Intertek.

5.3 When required by the C ode official, calculations and details showing compliance with IRC Section R608.5.3
[R611.5.3] and R404.1.3.3.6 [ R404.1.2.3.6] must be
submitted, establishing that the ICFs provide sufficient strength to contain concrete during placement and the
cross-ties are capable of resisting the forces created by fluid pressure of fresh concrete. The calcul ations and details must be prepared by registered design professional where required by the statutes of the jurisdiction in which the project is to be constructed.

5.4 The ICFs must be separated from the building interior with an approved 15 -minute thermal ba rrier, except for attic and crawl space construction as described in Section

4.3.2. 5.5 The plastic cross -ties must be stored indoors away from direct sunlight.

5.6 Special inspection must be provided in accordance
with Section 4.10 of this report.

5.7 The form s are manufactured by Airlite Plastics Co. in Omaha, NE , and are produced under a quality control
program with inspections conducted by Intertek Testing
Services NA Ltd. (AA-647).

6.0 SUPPORTING EVIDENCE

6.1 Data in accordance with the ICC-ES Acceptance Criteria for Stay -in-place, Foam Plastic Insulating Concrete Form (ICF) Systems for Solid Concrete Walls (AC353), dated
October 2012, editorially revised October 2015.

6.2 Data in accordance with ASTM E2634-11.

6.3 Intertek Listing Report
"Fox Blocks Compact Insulating
Concrete Forms".

7.0 IDENTIFICATION

The Fox Blocks Compact forms are identified by a marking bearing the report holder’s name (Airlite Plastics Co.), the product name, the manufacturing location, the serial
number, the Intertek Mark, and the Code Compliance
Research Report number (CCRR-1013).

When use in an attic or crawl space without an ignition barrier, as described in Section 4.2.2.2, one label bearing the evaluation report number and the phrase " Acceptable for use in attics and crawl s paces" must be visible in every 160 square feet of exposed exterior wall area.

When use is in buildings required to be of Type I, II, I II, or IV construction, one label must be visible in every 160 square feet of wall area.

8.0 OTHER CODES

This section is not applicable.

9.0 CODE COMPLIANCE RESEARCH REPORT USE

9.1 Approval of building products and/or materials can
only be granted by a bui lding official having legal authority in the specific jurisdiction where approval is sought.

9.2 Code Compliance Research Reports shall not be used
in any manner that implies an endorsement of the product by Intertek.

9.3 Reference to https://bpdirectory.intertek.com
is
recommended to ascertain the current version and status of this report.

Report prepared for: Spec Direct (Free User) on 11/5/2017 11:56:35 AM Fox Blocks, a Division of Airlite Plastics Co. | 26976 | Rev: Sep 18 2017 3:12PM | Uncontrolled Copy Page 9 of 15 Item Title: 11.1
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CCRR-1013 (6 of 9)

Code Compliance Research Report CCRR-1013 Page 6 of 9

545 E. Algonquin Road • Arlington Heights • Illinois • 60005 intertek.com/building
PCA-101

Version: 6 April 2017 SFT-CCRR-OP-40b

TABLE 1 – PROPERTIES EVALUATED

TABLE 2 – ALLOWABLE WITHDRAWAL AND LATERAL CAPACITIES OF FASTENERS IN CROSS-TIE FLANGES

FASTENER
1 ALLOWABLE LOAD CAPACITY (lbf)
Lateral Withdrawal
2-1/2 inch long, No.10 wood screw 68 38
1-5/8 inch long, No. 6 coarse-thread drywall screw 45 29 1-5/8 inch long, No. 6 fine-thread drywall screw 37 32
2 inch long, 0.098 inch diameter ring shank drywall nail 19 16 2 inch long, No. 8 saw tooth-thread exterior deck screw 71 36

1Fasteners must be of sufficient length to penetrate through the flange a minimum of ¼ inch

PROPERTY IBC SECTION IRC SECTION
Physical properties NA
R404.1.3.3.6.1 [2012,
2009 – R404.1.2.3.6.1;
and R608.4.4 [2012,
2009 – R611.3]
Surface Burning Characteristics 2603.3 R316.3 [R316.1]
Attic and crawl space applications 2603.4.1.6 and
2603.9
R316.5.3, R316.5.4
[R316.1] and R316.6
Fire Resistance 703.2 R302.1
Exterior walls in Types I – IV construction 2603.5 NA
Report prepared for: Spec Direct (Free User) on 11/5/2017 11:56:35 AM Fox Blocks, a Division of Airlite Plastics Co. | 26976 | Rev: Sep 18 2017 3:12PM | Uncontrolled Copy Page 10 of 15 Item Title: 11.1
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CCRR-1013 (7 of 9)

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Straight Block Taper Top Corbel Ledge

Knock-down Taper Top Knock-down Corbel Ledge Double Taper Top

Double Corbel Ledge

Figure 1 – Fox Blocks Compact ICF System Type Illustrations

Figure 2 – Fox Blocks Compact ICF System Web Connector

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Figure 3 – Fox Blocks Compact ICF System Web Grippers

Figure 4 – Fox Blocks Compact ICF System Web Extension Configurations

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Figure 5 – Typical Wall-to-Floor Intersection for Types I, II, III, and IV Construction Report prepared for: Spec Direct (Free User) on 11/5/2017 11:56:35 AM Fox Blocks, a Division of Airlite Plastics Co. | 26976 | Rev: Sep 18 2017 3:12PM | Uncontrolled Copy Page 13 of 15 Item Title: 11.1
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FXB-ICF 240-02
Division 03 – Concrete
03 11 00 Concrete Forming
03 11 19 Insulating Concrete Forming

Date Revised: September 7, 2017 Page 1 of 2 Project No. G102879340

Version: 02 August 2017 SFT-BC-OP-19i
Airlite Plastics Co.

Design No. FXB/ICF 240-02
Fox Blocks Compact Insulating Concrete Forms
ASTM E119 and CAN/ULC-S101
Fire Rating Only - Load Rating Not Within The Scope Of This Listing Assembly Rating – 2 and 4 Hour

FORMED WALL THICKNESS MAX FIRE RATING
4 in. (102 mm) 2 Hour
6 in. (152 mm) 4 Hour
8 in. (203 mm) 4 Hour
10 in. (254 mm) 4 Hour
12 in. (305 mm) 4 Hour

1. CONCRETE: Pour normal weight concrete
(density typically between 145 -155 pcf) having
a min. 21 MPa (3,000 psi) nominal compressive
strength into the forming system (Item 2).

2. CERTIFIED MANUFACTURER: Airlite Plastics Co.

CERTIFIED PRODUCT: Fox Blocks Compact
Insulating Concrete Forms (ICF)

FORMING SYSTEM: The Fox Blocks Compact
ICF forming system consists of Type 2
(CAN/ULC-S701) or Type II (ASTM C578)
molded expanded polystyrene (EPS) foam
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FXB-ICF 240-02 (2 of 2)
Division 03 – Concrete
03 11 00 Concrete Forming
03 11 19 Insulating Concrete Forming

Date Revised: September 7, 2017 Page 2 of 2 Project No. G102879340

Version: 02 August 2017 SFT-BC-OP-19i
panels with embedded polypropylene ties that
come preassembled to for m nominal concrete
core thicknesses of 4 in. (102 mm), 6 in.
(152 mm), 8 in. (203 mm), 10 in. (254 mm), and
12 in. (305 mm). The Fox Blocks Compact ICFs
are produced in 48 in. length x 16 in. height
(1220 mm x 410 mm) for all core thicknesses.

Fox Blocks Compact ICFs have an EPS panel
thickness of 2 -5/8 in. (63.5 mm). The top and
bottom of the EPS panels have an interlocking
system which aligns the forms together as they
are stacked. The Fox Blocks Compact ICF
system has polypropylene ties spaced at 8 in.
(203 mm) on center (oc) in the cavity of the ICF
that include flanges acting as furring strips for
mechanical fastening.

3. SHEATHING AND EXTERIOR FINISHES: An
approved thermal barrier must be installed in
accordance with the applicable Building Code.

When desired, exterior finishes may be applied
to the exterior side of the forming system (Item
2) wall assembly without diminishing the
assembly rating. Exterior Insulation Finish
System (EIFS), any exterior stucco, brick or
brick veneer, stone or st one veneer, cultured
stone, and siding made from vinyl, aluminum,
wood, or steel may be used. Apply exterior
finishes in accordance with the manufacturer's
instructions.

4. POLYPROPYLENE FORM TIES: Each 48 in.
(1220 mm) of length of Fox Blocks Compact
ICFs have six polypropylene ties. The
polypropylene ties are spaced nominally 8 in.
(203 mm) oc. The polypropylene ties are open
to allow the flow around of concrete, and to
allow seating for the placement of horizontal
and vertical rebar placement.

5. STEEL REINFORCEMENT: Place the steel
reinforcement before filling the forming system
with concrete (Item 1). The rebar used is to be
designed and plac ed per the applicable C ode
requirements and approved by a registered
design professional with the appropriate
Authority Having Jurisdiction.

6. WALL ASSEMBLY: The ICF (I tem 2) wall
assembly may be used as either an interior or
exterior wall. ICFs exposed to the interior of a
building shall have a barrier (I tem 3) attached.

Exterior walls are only required to have a
thermal barrier on the side facing the interior
of the building. The fire resistance rating is
applicable to the ICF (I tem 2) wall assembly
from either side.

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ACI 117-10
(Reappoved 2015)
Specification for Tolerances for
Concrete Construction and Materials
(ACI 117-10) and
Commentary (ACI 117R-10)
An ACI Standard
Reported by ACI Committee 117
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Specification for Tolerances for Concrete Construction and Materials and Commentary
First printing
June 2010
ISBN 978-0-87031-379-0
Copyright by the American Concrete Institute, Farmington Hills, MI. All rights reserved. This material may not be reproduced or copied, in whole or part, in any printed, mechanical, electronic, film, or other distribution and storage media, without the written consent of ACI.

The technical committees responsible for ACI committee reports and standards strive to avoid ambiguities, omissions, and errors in these documents. In spite of these efforts, the users of ACI documents occasionally find information or requirements that may be subject to more than one interpretation or may be incomplete or incorrect. Users who have suggestions for the improvement of ACI documents are requested to contact ACI. Proper use of this docu ment includes periodically checking for errata at www.concrete.org/committees/errata.asp for the most up-to-date revisions.

ACI committee documents are intended for the use of individuals who are com petent to evaluate the significance and limitations of its content and recommendations and who will accept responsibility for the application of the material it contains. Individuals who use this publication in any way assume all risk and accept total responsibility for the application and use of this information.

All information in this publication is provided “as is” without warranty of any kind, either express or implied, including but not limited to, the implied warranties of merchantability, fitness for a particular purpose or non-infringement.

ACI and its members disclaim liability for damages of any kind, including any special, indirect, incidental, or consequential damages, including without limitation, lost revenues or lost profits, which may result from the use of this publication.

It is the responsibility of the user of this document to establish health and safety practices appropriate to the specific circumstances involved with its use. ACI does not make any representations with regard to health and safety issues and the use of this docum ent. The user must determine the applicability of all regulatory limitations before applying the document and must comply with all applicable laws and regulations, including but not limited to, United States Occupational Safety and Health Administration (OSHA) health and safety standards.

Order information: ACI documents are available in print, by download, on CD-ROM, through electronic subscription, or reprint and may be obtained by contacting ACI.

Most ACI standards and committee reports are gathered together in the annually revised ACI Manual of Concrete Practice (MCP).

American Concrete Institute
38800 Country Club Drive
Farmington Hills, MI 48331
U.S.A.

Phone: 248-848-3700
Fax: 248-848-3701
www.concrete.org
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1 ACI 117-10 supersedes ACI 117-06 and was adopted March 1, 2010 and published June 2010.

All rights reserved including rights of reproduction and use in any form or by any means, including the making of copies by any photo process, or by electronic or mechanical device, printed, written, or oral, or recording for sound or visual reproduction or for use in any knowledge or retrieval system or device, unless permission in writing is obtained from the copyright proprietors.

ACI Committee Reports, Guides, Manuals, and Commentaries are intended for guidance in pl anning, designing, executing, and inspecting construction. This document is intended for the use of individuals who are competent to evaluate the
significance and limitations of its content and recommendations and who will accept responsibil ity for the application of the material it contains. The American Concrete Institute disclaims any and all responsibility for the stated principles. The Institute shall not be liable for any loss or damage arising therefrom.

Reference to this document sh all not be made in contract documents. If items found in this document are desired by the Architect/Engineer to be a part of the contract documents, they shall be restated in mandatory language for incorporation by the Architect/Engineer.

ACI 117 Specification and Commentary are presented in a side- by-side column format, with code text placed in the left column and the corresponding commentary text aligned in the right column. To distinguish the specification from the commentary, the specification has been printed in Helvetica, which is the typeface for this paragraph.

The Commentary is printed in Times Roman, which is the typeface for this paragraph. Commentary section numbers are preceded by the letter “R” to distinguish them from specification section numbers. The commentary is not a part of ACI Specification 117-10.

Specification for Tolerances for Concrete
Construction and Materials (ACI 117-10)
and Commentary (ACI 117R-10)
An ACI Standard
Reported by ACI Committee 117
ACI 117-10
(Reapproved 2015)
Specification synopsis: This specification provides standard tolerances for concrete construction and materials. This document is intended to be used by specification writers and ACI committees writing standards as the refe rence document for establishing tolerances for concrete construction and materials.

Commentary synopsis: This report is a commentary on the “Specifications for Tolerances for Concrete Construction and Materials (ACI 117). ” It is intended to be used with ACI 117 for clarity of interpretation and insight into the intent of the committee regarding the application of the tolerances set forth therein.

Keywords: architectural concrete; concrete; construction; dr illed piers; formwork; f oundation; mass concrete; pi er; prestressed concrete ; reinforced con- crete; reinforcement; specification; splice; tilt-up concrete; tolerances.

Scott M. Anderson Allen Face Donald M. Marks David N. Peterson Karl J. Bakke Robert A. Halvorson Ross S. Martin William S. Phelan David K. Ballast Mark G. Josten Steven W. McCrary B. Duke Pointer Bryan M. Birdwell Richard L. Knox Arthur W. McKinney Peter J. Ruttura Gregory P. Birley Jeff L. LaRue Colin T. Milberg Michael J. Schneider Thomas J. Downs Michael W. Lee W illiam R. Nash Bruce A. Suprenant Ron Eldridge Michael L. Leming Bob L. Payne Michael A. West Eldon G. Tipping
Chair
Scott Michael Anderson
Secretary
A metric version of this document (ACI
117M-10) is available at www.concrete.org
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2 SPECIFICATION FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS (ACI 117-10) AND COMMENTARY American Concrete Institute Copyrighted Material—www.concrete.org

CONTENTS
Introduction, p. 3
Section 1—General requirements, p. 5

1.1—Scope

1.2—Requirements

1.3—Definitions

1.4—Referenced standards
Section 2—Materials, p. 13

2.1—Reinforcing steel fabrication and assembly

2.2—Reinforcement location

2.3—Placement of embedded items, excluding dowels in
slabs-on-ground

2.4—Concrete batching

2.5—Concrete properties
Section 3—Foundations, p. 25

3.1—Deviation from plumb

3.2—Deviation from location

3.3—Deviation from elevation

3.4—Deviation from plane

3.5—Deviation from cross-sectional dimensions of
foundations
Section 4—Cast-in-place concrete for buildings, p. 31

4.1—Deviation from plumb

4.2—Deviation from location

4.3—Not used

4.4—Deviation from elevation

4.5—Deviation from cross-sectional dimensions

4.6—Deviation from formed opening width or height

4.7—Deviation from relative elevations or widths for stairs

4.8—Deviation from slope or plane

4.9—Sawcut depth in slab-on-ground
Section 5—Cast-in-place concrete at interface with
precast concrete (except tilt-up concrete), p. 45

5.1—Deviation from elevat ion—cast-in-place concrete

5.2—Deviation from locat ion—cast-in-place concrete

5.3—Deviation from dimens ion—cast-in-place concrete

5.4—Deviation from plane at bearing surface—cast-in-
place concrete measured over length or width of
bearing surface
Section 6—Masonry, p. 51
This section has been removed.

Section 7—Cast-in-place, vertically slipformed
building elements, p. 53

7.1—Deviation from plumb for buildings and cores

7.2—Horizontal deviation

7.3—Cross-sectional dimensions

7.4—Openings through elements

7.5—Embedded plates

7.6—Deviation from plumb for slipformed and jump-
formed silos
Section 8—Mass concrete, p. 55

8.1—Deviation from plumb

8.2—Horizontal deviation

8.3—Vertical deviation

8.4—Cross-sectional dimension

8.5—Deviation from plane
Section 9—Canal lining, p. 57

9.1—Horizontal deviation

9.2—Vertical deviation

9.3—Cross-sectional dimensions
Section 10—Monolithic wa ter-conveying tunnels,
siphons, conduits, and spillways, p. 59

10.1—Horizontal deviation

10.2—Vertical deviation

10.3—Cross-sectional dimensions

10.4—Deviation from plane
Section 11—Cast-in-place bridges, p. 61

11.1—Deviation from plumb

11.2—Horizontal deviation

11.3—Vertical deviation

11.4—Length, width, or depth of specified elements

11.5—Deviation from plane

11.6—Deck reinforcement cover

11.7—Bearing pads
Section 12—Exterior pavements and sidewalks,
p. 63

12.1—Horizontal deviation

12.2—Vertical deviation of surface
Section 13—Chimneys and cooling towers,
p. 65

13.1—Deviation from plumb

13.2—Outside shell diameter

13.3—Wall thickness
Section 14—Cast-in-place nonreinforced pipe, p. 67

14.1—Wall thickness

14.2—Pipe diameter

14.3—Offsets

14.4—Surface indentations

14.5—Grade and alignment

14.6—Concrete slump
Section 15—Tilt-up concrete, p. 69

15.1—Panel forming

15.2—Deviation from plumb

15.3—Deviation from elevation

15.4—Deviation from location

15.5—Deviation from slope or plane

15.6—Deviation from relative widths
Notes to Specifier, p. 73
General notes
Foreword to checklists, p. 75
Mandatory Requirements Checklist, p. 75
Optional Requirements Checklist, p. 76
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SPECIFICATION COMMENTARY
SPECIFICATION FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS (ACI 117-10) AND COMMENTARY 3 American Concrete Institute Copyrighted Material—www.concrete.org

INTRODUCTION
This commentary pertains to “Specifications for Tolerances for Concrete Construction and Materials (ACI 117-10).”
The purpose of the commentary is to provide an illustrative and narrative complement to the specification; it is not a part of the specification.

No structure is exactly level, plumb, straight, and true.

Tolerances are a means to esta blish permissible variation in dimension and location, giving both the designer and the contractor limits within which the work is to be performed.

They are the means by which the designer conveys to the contractor the performance expectations upon which the
design is based or that the project requires. Such specified tolerances should reflect design assumptions and project needs, being neither overly restrictive nor lenient.

Necessity rather than desirability should be the basis of selecting tolerances.

As the title “Specifications for Tolerances for Concrete Construction and Materials (ACI 117)” implies, the toler- ances given are standard or us ual tolerances that apply to various types and uses of conc rete construction. They are based on normal needs and common construction tech-
niques and practices. Specified tolerances at variance with the standard values can cause both increases and decreases in the cost of construction.

Economic feasibility—The specified degree of accuracy has a direct impact on the cost of production and the construction method. In general, the higher degree of construction
accuracy required, the higher the construction cost, and the lower the degree of construction accuracy, the higher the cost of required repairs.

Relationship of all components —The required degree of
accuracy of individual parts can be influenced by adjacent units and materials, joint and connection details, and the possibility of the accumulation of tolera nces in critical dimensions.

Construction techniques —The feasibility of a tolerance depends on available craftsmanship, technology, materials, and project management.

Compatibility—Designers are cautioned to use finish and architectural details that are compatible with the type and anticipated method of construction. The finish and archi- tectural details used should be compatible with achievable concrete tolerances.

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4 SPECIFICATION FOR TOLERANCES FOR CONCRETE CONSTR UCTION AND MATERIALS (ACI 117-10) AND COMMENTARY

SPECIFICATION COMMENTARY
American Concrete Institute Copyrighted Material—www.concrete.org Contract document references
ACI specification documents —The following American
Concrete Institute standards provide mandatory tolerance requirements for concrete construction and can be referenced in Contract Documents:
117 Specification for Tolerances for Concrete
Construction and Materials and Commentary
ITG-7 Specification for Tolerances for Precast
Concrete
301 Specifications for Structural Concrete
303.1 Standard Specification for Cast-in-Place
Architectural Concrete
336.1 Specification for the Construction of Drilled
Piers
TMS 602/530.1/
ASCE 6 Specification for Masonry Structures and
Commentary
ACI informative documents —The documents of the
following American Concrete Institute committees cover practice, procedures, and stat e-of-the-art guidance for the categories of construction as listed:

General building...... ACI 302, 303, 304, 305, 311, 315, 336, 347 Special structures..............ACI 207, 307, 313, 325, 332, 334, 358 Materials.................................................................. 211, 223 Other................................................................................ 228 Item Title: 11.1
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SPECIFICATION COMMENTARY
SPECIFICATION FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS (ACI 117-10) AND COMMENTARY 5 American Concrete Institute Copyrighted Material—www.concrete.org

1.1—Scope

1.1.1 This specification designates standard tolerances for concrete construction.

1.1.2 The indicated tolerances govern unless other-
wise specified.

Tolerances in this specification are for typical concrete construction and construction procedures and are appli- cable to exposed concrete and to architectural concrete.

Materials that interface with or connect to concrete
elements may have tolerance requirements that are not
compatible with those contained in this document.

This specification does not apply to specialized
structures, such as nuclear reactors and containment
vessels, bins, prestressed circular structures, and
single-family residential c onstruction. It also does not apply to precast concrete or to shotcrete.

Tolerances for specialized concrete construction that
is outside the scope of this specification shall be
specified in Contract Documents.

1.1.3 A series of preconstruction tolerance coordina-
tion meetings shall be scheduled and held prior to the
commencement of the Work. The Contractor,
subcontractors, material suppliers, and other key
parties shall attend. All pa rties shall be given the
opportunity to identify any tolerance questions and
conflicts that are applicable to the work with materials, prefabricated elements, and Work assembled/installed
in the field by the Contractor.

1.2—Requirements

1.2.1 Concrete construction and materials shall
comply with specified tolerances.

SECTION 1—GENERAL REQUIREMENTS
R1.1—Scope
R1.1.2 Specification of more restrictive tolerances for specialized construction, such as architectural concrete, often results in an increase in material cost and time of construction.

R1.1.3 Preconstruction tolerance coordination meetings
provide an opportunity for key participants to identify and to resolve tolerance compatibility issues prior to construction.

R1.2—Requirements
An example of a specific application that uses a multiple of toleranced items that together yield a toleranced result is the location of the face of a concrete wall. The wall has a toler- ance on location (Section 4.2.1), measured at the foundation of the wall, and is allowed to deviate from the specified plane (Sections 4.1 and 4.8.2). The application of the location tolerance (Section 4.2.1) cannot be used to increase the plumb tolerance contained in Section 4.1. Similarly, the tolerance on member thickness (Section 4.5) shall not be allowed to increase the tolerance envelope resulting from the application of Sections 4.1, 4.2.1, and 4.8.2. If the base of the wall is incorrectly located by the maximum amount allowed by Section 4.2.1, then the plumb tolerance (Section 4.1) dictates that the face of the wall move back toward the correct location, and at a rate that does not exceed the provisions of Section 4.8.2. Refer to Fig. R1.2.3.

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6 SPECIFICATION FOR TOLERANCES FOR CONCRETE CONSTR UCTION AND MATERIALS (ACI 117-10) AND COMMENTARY

SPECIFICATION COMMENTARY
American Concrete Institute Copyrighted Material—www.concrete.org

1.2.2 Tolerances shall not extend the structure beyond
legal boundaries. Tolerances are measured from the
points, lines, and surfaces defined in Contract Docu-
ments. If application of tolerances causes the extension of the structure beyond legal boundaries, the tolerance must be reduced.

1.2.3 Tolerances are not cumulative. The most restrictive tolerance controls.

R1.2.2 If the application of tole rances causes the extension of the structure beyond legal boundaries, the Architect/ Engineer should be notified to initiate conflict resolution.

Fig. R1.2.3—Use of multiple of toleranced items to yield toleranced result.

R1.2.3 Accumulations of individual tolerances on a single item should not be used to increase an established tolerance.

Individual tolerances are unique to their specific application and should not be combined with other tolerances to form a tolerance envelope. The separately specified tolerances must remain separate and not cumulative.

Each tolerance stands alone when evaluating the accept- ability of concrete construction. Refer to Fig. R1.2.3.

1.2.4 Plus (+) tolerance increases the amount or
dimension to which it applies, or raises a deviation
from level. Minus (–) tolerance decreases the amount
or dimension to which it app lies, or lowers a deviation from level. Where only one signed tolerance is speci-
fied (+ or –), there is no specified tolerance in the
opposing direction.

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SPECIFICATION FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS (ACI 117-10) AND COMMENTARY 7

SPECIFICATION COMMENTARY
American Concrete Institute Copyrighted Material—www.concrete.org R1.2.5 For acceptance criteria for structural concrete, refer to ACI 301, Section 1.7.

R1.3—Definitions
arris—refer to Fig. R1.3.1.

Fig. R1.3.1—Arris.

Fig. R1.3.2—Bowing.
bowing—refer to Fig. R1.3.2.

1.2.5 If the tolerances in this document are exceeded
for structural concrete, refer to Contact Documents for acceptance criteria. For other concrete, the Architect/ Engineer may accept the element if it meets one of the
following criteria:
a) Exceeding the tolerances does not affect the
structural integrity, legal boundaries, or archi-
tectural requirements of the element; or
b) The element or total erected assembly can be
modified to meet all structural and architec-
tural requirements.

1.3—Definitions
ACI provides a comprehensive list of definitions
through an online resource, “ACI Concrete Termi-
nology,” http://terminology.concrete.org. Definitions
provided here complement that resource.

Architect/Engineer—architectural firm, engineering
firm, or architectural and engineering firm issuing
contract documents, administering the work under
contract documents, or both (also called engineer-
architect).
arris—the sharp external corner edge that is formed
at the junction of two planes or surfaces.
bowing—deviation of the edge or surface of a planar
element from a line passing through any two corners
of the element.
bundled bar equivalent area—total area of reinforcing
bars contained in the bundle.
concrete, exposed—concrete surfaces formed so as
to yield an acceptable texture and finish for permanent exposure to view.

Contract Documents —a set of documents supplied
by the owner to the contractor that serve as the basis
for construction. These documents contain contract
forms, contract conditions, specifications, drawings,
addenda, and contract changes.

Contractor—the person, firm, or entity under contract
for construction of the Work.

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SPECIFICATION COMMENTARY
American Concrete Institute Copyrighted Material—www.concrete.org cover—the least distance between the surface of
embedded reinforcement and the surface of the
concrete.
deviation—departure from an established point, line,
or surface; measured normal (perpendicular) to the
reference line or surface.
deviation from plane—the distance between a point
on a reference plane and the corresponding point on
the actual plane.
cover—refer to Fig. R1.3.3.
deviation—refer to Fig. R1.3.4.
deviation from plane—refer to Fig. R1.3.5(a) and (b).

Fig. R1.3.3—Cover.

Fig. R1.3.4—Deviation.

Fig. R1.3.5—Deviation from plane.

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SPECIFICATION FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS (ACI 117-10) AND COMMENTARY 9

SPECIFICATION COMMENTARY
American Concrete Institute Copyrighted Material—www.concrete.org deviation, horizontal—departure from an established
point, line, or surface, measured normal (perpendicular) to a vertical line through the point of interest.
deviation, vertical —departure from an established
point, line, or surface, measured normal (perpendicular) to a horizontal line through the point of interest.
deviation , horizontal—refer to Fig. R1.3.6(a), (b), and (c).

Fig. R1.3.6—Horizontal deviation.

Fig. R1.3.7—Vertical deviation
deviation, vertical—refer to Fig. R1.3.7(a) and (b).

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SPECIFICATION COMMENTARY
American Concrete Institute Copyrighted Material—www.concrete.org flatness—deviation of a surface from a plane.
footing—a structural element of a foundation that
transmits loads directly to the soil.
foundation—a system of structural elements that
transmit loads from the structure above to the earth.
levelness—deviation of a line or surface from a hori-
zontal line or surface.

Project Drawings —graphic presentation of project
requirements.

Project Specification —the written document that
details requirements for th e Work in accordance with
service parameters and other specific criteria.
tolerance—the permitted deviation from a specified
dimension, location, or quantity.

Work—the entire construction or separately identifiable parts thereof required to be furnished under Contract
Documents.

Vertical deviation, horizontal deviation, and deviation from plumb are individually used to establish a tolerance envelope for each deviation type within which permissible variations can occur. Deviation from plan e is used to determine the rate of change of adjacent points (slope tolerance) occurring within the tolerance envelope. In this fashion, the slope and smoothness of surfaces and lines within a tolerance envelope are controlled. Abrupt changes such as offsets, saw-toothing, and sloping of lines and surf aces properly located within a tolerance envelope may be objectionable for exposed
concrete. The acceptable relati ve alignment of points on a surface or line is determined by using a slope tolerance.

Effective use of a slope tolerance requires that the specific distance over which the slope is to be measured is estab- lished, and that the measurem ent device only contacts the surface at this specific distance.
flatness—refer to Fig. R1.3.8.

Fig. R1.3.8—Flatness and levelness.
levelness—refer to Fig. R1.3.8.

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SPECIFICATION FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS (ACI 117-10) AND COMMENTARY 11

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American Concrete Institute Copyrighted Material—www.concrete.org

1.4—Reference standards
ASTM International
C94/C94M-09 Standard Specification for Ready-
Mixed Concrete
C174/C174M-06 Standard Test Method for
Measuring Thickness of Concrete
Elements Using Drilled Concrete
Cores
C1383-04 Standard Test Method for
Measuring the P-Wave Speed and
the Thickness of Concrete Plates
Using the Impact-Echo Method
D4748-06 Standard Test Method for Deter-
mining Thickness of Bound Pave-
ment Layers Using Short-Pulse
Radar
E1155-96 (2008) Standard Test Method for Deter-
mining F
F Floor Flatness and F L
Floor Levelness Numbers
E1486-98 (2004) Standard Test Method for Deter-
mining Floor Tolerances Using
Waviness, Wheel Path and Level-
ness Criteria
R1.4—Informative references
The documents listed below are revised frequently. The
reader is advised to contact the proper sponsoring group if it is desired to refer to the latest version.

American Concrete Institute
301 Specifications for Structural Concrete
304.6R Guide for the Use of V olumetric-Measuring and
Continuous Mixing Concrete Equipment
318 Building Code Requirements for Structural
Concrete and Commentary
American Institute of Steel Construction
Design Guide 1: Base Plates and Anchor Rod Design
American Society of Concrete Contractors
Position Statement #14—Anchor Bolt Tolerances
ASTM International
C685/C685M Standard Specification for Concrete Made by
V olumetric Batching and Continuous Mixing
Concrete Reinforcing Steel Institute
10MSP Manual of Standard Practice
Precast/Prestressed Concrete Institute
MNL-116 Manual for Quality Control for Plants and
Production of Structural Precast Concrete
Products
MNL-135 Tolerance Manual for Precast and
Prestressed Concrete Construction
National Ready Mixed Concrete Association
Quality Control Manual—Section 3; Certification of Ready Mixed Concrete Production Facilities (Checklist)
Volumetric Mixer Manufacturers Bureau
VMMB 100 V olumetric Mixer Standards of the V olu-
metric Mixer Manufacturers Bureau
These publications may be obtained from:

American Concrete Institute
38800 Country Club Drive
Farmington Hills, MI 48331
www.concrete.org
American Institute of Steel Construction
One East Wacker Dr., Suite 700
Chicago, IL 60601
www.aisc.org
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American Concrete Institute Copyrighted Material—www.concrete.org American Society of Concrete Contractors
2025 Brentwood Blvd.

St. Louis, MO 63144
www.ascconline.org
ASTM International
100 Barr Harbor Dr.

West Conshohocken, PA 19428
www.astm.org
Concrete Reinforcing Steel Institute
933 North Plum Grove Rd.

Schaumburg, IL 60173
www.crsi.org
Precast/Prestressed Concrete Institute
200 W. Adams St., #2100
Chicago, IL 60606
www.pci.org
National Ready Mixed Concrete Association
900 Spring Street
Silver Spring, MD 20910
www.nrmca.org
V olumetric Mixer Manufacturers Bureau
900 Spring Street
Silver Spring, MD 20910
www.vmmb.org
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SPECIFICATION COMMENTARY
SPECIFICATION FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS (ACI 117-10) AND COMMENTARY 13 American Concrete Institute Copyrighted Material—www.concrete.org

2.1—Reinforcing stee l fabrication and
assembly
For bars No. 3 through 11 in size, refer to Fig. 2.1(a).

For bars No. 14 and 18 in size, refer to Fig. 2.1(b).

SECTION 2—MATERIALS
Fig. 2.1(a)—Standard fabricating tolerances for bar sizes No. 3 through 11. (Figure courtesy of Concrete Reinforcing Steel Institute.)
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American Concrete Institute Copyrighted Material—www.concrete.org Fig. 2.1(a) (cont.)—Standard fabricating tolerances for bar sizes No. 3 through 11. (Figure courtesy of Concrete Reinforcing Steel Institute.)
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American Concrete Institute Copyrighted Material—www.concrete.org Fig. 2.1(b)—Standard fabricating tolerances for bar sizes No. 14 and 18. (Figure courtesy of Concrete Reinforcing Steel Institute.) Item Title: 11.1
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American Concrete Institute Copyrighted Material—www.concrete.org Fig. 2.1(c)—Maximum end deviation for bars No. 8
through 18 in size used in end-bearing splices. (Figure courtesy of Concrete Reinforcing Steel Institute.)
Fig. 2.1(d)—Maximum assembled gap for all bars
used in end-bearing splices.
(Figure courtesy of Concrete
Reinforcing Steel Institute.)
For bars No. 8 through 18 in size used in end-bearing
splices, refer to Fig. 2.1(c).

For all end-bearing splice assemblies, refer to Fig. 2.1(d).

For all bar sizes, specified minimum inside radius of
bend .................................................................... –0 in.

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American Concrete Institute Copyrighted Material—www.concrete.org R2.2—Reinforcement location
The tolerance for d, as stated in ACI 318, is for use in a strength calculation and should not be used as a placement tolerance for construction.

R2.2.1, R2.2.2, and R2.2.3 Tolerances for fabrication, placement, and lap splices fo r welded wire reinforcement are not covered by ACI 117 and, if required, should be
specified by the Specifier. Before placement of concrete, inspection of reinforcing bars for conformance to specified placement tolerances may involve measurements to form-
work or soil. Refer to Fig. R2.2.1(a),(b), and (c). An absolute limitation on one side of the reinforcement placement is established by the limit on the reduction in cover. Refer to Fig. R2.2.2(a) to (d) and Fig. R2.2.3.

2.2—Reinforcement location
Fig. R2.2.1—Placement.

2.2.1 Placement of nonprestressed reinforcement
When member depth (or thickness) is 4 in. or less
..........................................................................±1/4 in.

When member depth (or thickness) is over 4 in. and
not over 12 in.....................................................±3/8 in.

When member depth (or thickness) is over 12 in.
..........................................................................±1/2 in.

2.2.2 Concrete cover measured perpendicular to
concrete surface
When member depth (or thickness) is 12 in. or less
..........................................................................–3/8 in.

When member depth (or thickness) is over 12 in.
..........................................................................–1/2 in.

Reduction in cover shall not exceed 1/3 the specified
concrete cover.

Reduction in cover to formed soffits shall not exceed
1/4 in.

2.2.3 Vertical deviation for slab-on-ground reinforcement ................................................................................±3/4 in.

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American Concrete Institute Copyrighted Material—www.concrete.org Fig. R2.2.2—Cover.

Fig. R2.2.3—Vertical placement.

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2.2.4 Clearance between reinforcement or between
reinforcement and embedment
One-quarter specified distance not to exceed
.............................................................................±1 in.

Distance between reinforcement shall not be less than
the greater of the bar diameter or 1 in. for unbundled
bars.

For bundled bars, the distance between bundles shall
not be less than the greater of 1 in. or a bar diameter derived from the equivalent total area of all bars in the bundle.

2.2.5 Spacing of nonprestressed reinforcement,
measured along a line parallel to the specified spacing Except as noted below.........................................±3 in.

Stirrups, the lesser of ±3 in. or ±1 in. per ft of beam depth
Ties, the lesser of ±3 in. or ±1 in. per ft of least column width
The total number of bars shall not be fewer than that
specified.

R2.2.4 and R2.2.5 The spacing tolerance of reinforcement consists of an envelope with an absolute limitation on one side of the envelope determined by the limit on the reduction in distance between reinforcement. In addition, the allowable tolerance on spacing should not cause a reduction in the specified number of reinforc ing bars used. Designers are cautioned that selecting a beam width that exactly meets their design requirements may not allow for reinforcement placement tolerance. This sometimes happens when lap-
spliced bars take up extra space and cannot accommodate the placement tolerance. Where reinforcement quantities and available space are in conflict with spacing require- ments of these sections, the Contractor and designer might consider bundling a portion of the reinforcement. Bundling of bars requires approval of the designer. Refer to Fig. R2.2.4(a) to (e) and R2.2.5.

Fig. R2.2.4—Clear distance.

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2.2.6 Placement of prestressing reinforcement or
prestressing ducts, measured from form surface

2.2.6.1 Horizontal deviation
Element depth (or thickness) 24 in. or less ...........±1/2 in.

Element depth (or thickness) over 24 in. .......... ±1 in.

2.2.6.2 Vertical deviation
Element depth (or thickness) 8 in. or less ........ ±1/4 in.

Element depth (or thickness) over 8 in. and not over
24 in. ................................................................ ±3/8 in.

Element depth (or thickness) more than 24 in..... ±1/2 in.

R.2.2.6 The vertical deviation tolerance should be considered in establishing minimum prestressing tendon covers, partic- ularly in applications exposed to deicer chemicals or salt- water environments where use of additional cover is
recommended to compensate for placing tolerances. Slab
behavior is relatively insensitive to horizontal location of tendons. Refer to Fig. R2.2.6(a) and (b).

Fig. R2.2.5—Reinf orcement spacing.

Fig. R2.2.6—Prestressing reinforcement placement.

R2.2.7 and R2.2.8 The tolerance for the location of the ends of reinforcing steel is determined by these two sections.

2.2.7 Longitudinal location of bends in bars and ends
of bars
At discontinuous ends of corbels and brackets ... ±1/2 in.

At discontinuous ends of other elements ............ ±1 in.

At other locations................................................. ±2 in.

2.2.8 Embedded length of bars and length of bar laps
No. 3 through 11 bar sizes .................................. –1 in.

No. 14 and 18 bar sizes....................................... –2 in.

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2.2.9 Bearing plate for prestressing tendons, deviation from specified plane
.................. ±1/4 in. per ft, but not less than ±1/8 in.

R2.2.9 The tolerance for conformance of prestressing
tendon bearing plates to the specified plane is established by this section. Refer to Fig. R2.2.9.

2.2.10 Placement of smooth rod or plate dowels in
slabs-on-ground

2.2.10.1 Centerline of dowel, vertical deviation
measured from bottom of concrete slab at the joint for
element depth 8 in. or less................................±1/2 in.

When element depth is over 8 in. ........................±1 in.

2.2.10.2 Spacing of dowels, measured along a line
parallel to the specified spacing...........................±3 in.

The total number of dowels shall not be fewer than that specified.

2.2.10.3 Centerline of dowel with respect to a
horizontal line that is perpendicular to the plane
established by the joint
Horizontal deviation ..........................................±1/2 in.

Vertical deviation...............................................±1/2 in.

R2.2.10 The tolerance for placement of dowels is determined by this section. Refer to Fi g. R2.2.10.1, R2.2.10.2, and R2.2.10.3.

Fig. R2.2.10.1—Dowel placement.

Fig. R2.2.10.2—Dowel spacing.

Fig. R2.2.10.3—Dowel deviation from line.

Fig. R2.2.9—Bearing plate for prestressing tendons.

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2.3—Placement of embedded items,
excluding dowels in slabs-on-ground

2.3.1 Clearance to nearest reinforcement shall be the
greater of the bar diameter, largest aggregate size, or .............................................................................. 1 in.

2.3.2 Centerline of assembly from specified location
Horizontal deviation............................................. ±1 in.

Vertical deviation ................................................. ±1 in.

R2.3—Placement of embedded items,
excluding dowels in slabs-on-ground
R2.3.1 The minimum clearance betw een reinforcement and embedded items is determined by this section. Refer to
Fig. R2.3.1(a) and (b).

Fig. R2.3.1—Clear distance.

R2.3.3 The tolerance for the eleva tion of the top of anchor bolts is consistent with that contained in the American Institute of Steel Construction’s Code of Standard Practice (AISC 303-10). The tolerance for the location of anchor bolts is based on using oversized holes per the AISC Design Guide 1:

Base Plates and Anchor Rod Design, recommendations of the Structural Steel Educational Council, and concrete contractor anchor bolt placement techni ques. Refer to the American Society of Concrete Contractor’s Position Statement #14.

2.3.3 Surface of assembly from surface of element
Assembly dimension 12 in. or smaller
......................................................... ±1/2 in. per 12 in. but not less than ............................................... ±1/4 in.

Assembly dimension greater than 12 in. .......... ±1/2 in.

2.3.4 Anchor bolts in concrete

2.3.4.1 Top of anchor bolt from specified elevation
Vertical deviation .............................................. ±1/2 in.

2.3.4.2 Centerline of individual anchor bolts from
specified location
Horizontal deviation
for 3/4 in. and 7/8 in. bolts............................±1/4 in. for 1 in., 1-1/4 in., and 1-1/2 in. bolts .... ......... ±3/8 in. for 1-3/4 in., 2 in., and 2-1/2 in. bolts .... ......... ±1/2 in.

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American Concrete Institute Copyrighted Material—www.concrete.org Table 2.4—Concrete batching tolerances
(ASTM C94/C94M)
Material Tolerance
Cementitious materials
30% of scale capacity or greater
Less than 30% of scale capacity
±1% of required mass
–0 to +4% of the required mass
Water
Added water or ice, and free
water on aggregates
Total water content (measured by
weight or volume)
±1% of the total water content
(including added water, ice, and
water on aggregates)
±3% of total water content
Aggregates
Cumulative batching:

Over 30% of scale capacity
30% of scale capacity or less
Individual material batching
±1% of the required mass
±0.3% of scale capacity or 3% of
the required mass, whichever is
less
±2% of the required mass
Admixtures ±3% of the required amount or
plus or minus the amount of
dosage required for 100 lb of
cement, whichever is greater

2.4—Concrete batching
Refer to Table 2.4.

R2.4—Concrete batching
Refer to ASTM C94/C94M and ACI 304.6R for additional
information regarding concrete batching. ASTM C685/
C685M provides information for concrete made with materials continuously batched by volume. The V olumetric Mixer
Manufacturers Bureau (VMMB 100) provides standardized
information concerning volumetric mixers.

2.5—Concrete properties

2.5.1 Slump
Where slump is specified as “maximum” or “not to
exceed”
For all values........................................................+0 in.

Specified slump 3 in. or less ..........................–1-1/2 in.

Specified slump more than 3 in........................–2-1/2 in.

Where slump is specified as a single value
Specified slump 2 in. and less........................ ±1/2 in.

Specified slump more than 2 in. but not greater than
4 in..................................................................±1 in.

Specified slump more than 4 in........................±1-1/2 in.

Where slump is specified as a range........no tolerance R2.5—Concrete properties
R2.5.1 Where the specification has specified slump as
a maximum, the Project Specifications should provide
for one addition of water at the job site for slump
adjustment, per ASTM C94/C94M, Section 6.

Concrete slump should include a tolerance that allows
for both plus or minus deviations so that concrete
slumps are not underdesigned to avoid rejection. The
water added at the job site should be within the water- cementitious material ratio (w /cm) limitations of the
specifications or approved mixture proportions.

Flowing concrete achieved by the incorporation of
high-range water-reducing admixtures (HRWRAs)
(also called superplasticizers) are regularly used at
specified slumps of 7-1/2 in. or greater. In addition, it is difficult to measure high slumps accurately.

Consideration should be given to eliminating a
maximum slump when a HRWRA is used to achieve
flowing concrete. When HRWRAs are used, concrete
slump should be specified for the concrete mixture
prior to the addition of the HRWRA.

The slump specified should always be evaluated to
determine if it is suitable for delivery, placing, and
reinforcement clearance.

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2.5.2 Air content: where no range is specified, the air content tolerance is ........................................ ±1-1/2% R2.5.2 When an air content range is specified, care should be given to address aggregate size and job-site requirements. The range should be adequately wide to accommodate the preceding.

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3.1—Deviation from plumb
Excavation shall be measured before concrete
placement.

3.1.1 Category A —For unreinforced concrete piers
extending through materials offering no or minimal
lateral restraint (for example, water, normally consoli- dated organic soils, and soils that might liquefy during an earthquake)—±12.5% of shaft diameter.

3.1.2 Category B —For unreinforced concrete piers
extending through materials offering lateral restraint
(soils other than those indicated in Category A)—
±1.5% of shaft length.

3.1.3 Category C —For reinforced concrete piers—
±2.0% of shaft length.

R3.1—Deviation from plumb
Refer to Fig. R3.1.1, R3.1.2, and R3.1.3.

SECTION 3—FOUNDATIONS
Fig. R3.1.1—Category A.

Fig. R3.1.2—Category B.

Fig. R3.1.3—Category C.

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3.2—Deviation from location

3.2.1 Foundations, unless noted otherwise in this
section
Horizontal deviation of the as-cast edge:

Where dimension is 8 ft or more ......................... ±2 in.

Where dimension is less than 8 ft
....the greater of ±2% of specified dimension or 1/2 in.

R3.2—Deviation from location
R3.2.1 Determines the permissible location of foundations or piers. The allowable deviation for the location of
foundations or piers is governed by the dimension of the foundations or piers with an absolute limit, depending on whether the foundations or piers support concrete or
masonry. Refer to Fig. R3.2.1(a) and (b).

Fig. R3.2.1—Foundations, unless otherwise noted.

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3.2.2 Foundations supporting masonry
Horizontal deviation of the as-cast edge shall be the
lesser of ±2% of the foundation’s width or ±1/2 in.

R3.2.2 Foundations supporting masonry
Refer to Fig. R3.2.2(a) and (b).

Fig. R3.2.2—Foundations supporting masonry.

Fig. R3.2.3—Top of drilled piers: horizontal deviation.

R3.2.3 Top of drilled piers
Refer to Fig. R3.2.3.

3.2.3 Top of drilled piers
Horizontal deviation of the as-cast center shall be the lesser of 4.2% of the shaft diameter or ±3 in.

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3.3—Deviation from elevation

3.3.1 Top surface of foundations
Vertical deviation .............................................. +1/2 in. ............................................................................ –2 in.

3.3.2 Top surface of drilled piers
Vertical deviation ................................................. +1 in. ............................................................................ –3 in.

R3.3—Deviation from elevation
Determines the location of any point on the top surface of a footing relative to the specified plane. Refer to Fig. R3.3.1 and R3.3.2.

Fig. R3.3.1—Top surface of foundations: vertical deviation.

3.4—Deviation from plane

3.4.1 Base of bell pier
The lesser of 10% of the bell diameter or ±3 in.

3.4.2 Top surface of footings at interface with
supported element
Maximum gap between the concrete and the near
surface of a 10 ft straightedge, measured between the
support points, shall not exceed +1/2 in.

R3.4—Deviation from plane
Determines the allowable slope of the base of a bell pier.

Refer to Fig R3.4.1.

Fig. R3.3.2—Top surface of drilled piers: vertical deviation.

Fig. R3.4.1—Base of bell pier.

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3.5—Deviation from cross-sectional
dimensions of foundations

3.5.1 Formed foundations
Horizontal deviation .............................................+2 in. ..........................................................................–1/2 in.

3.5.2 Unformed foundations cast against soil
Horizontal deviation from plan dimension. Excavation
shall be measured before concrete placement.

Tolerance shall apply at all locations.

Where dimension is 2 ft or less ...........................+3 in. ..........................................................................–1/2 in.

Where dimension is more than 2 ft ......................+6 in. ..........................................................................–1/2 in.

3.5.3 Deviation from foundation thickness (T)...... –0.05T R3.5—Deviation from cross-sectional
dimensions of foundations
Determines the permissible size of a foundation. Refer to Fig. R3.5.1, R3.5.2, and R3.5.3.

Fig. R3.5.1—Formed foundations: cross-sectional dimensions.

Fig. R3.5.2—Unformed foundations cast against soil.

Fig. R3.5.3—Deviation from foundation thickness.

R3.5.2 Inspection for conforman ce to specified thickness tolerances may involve measurements prior to placement of concrete. Specified tolerances apply to the completed
concrete element.

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Notes
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4.1—Deviation from plumb

4.1.1 For heights less than or equal to 83 ft 4 in.

For lines, surfaces, corners, and arrises: the lesser of

0.3% times the height above the top of foundations or
lowest support level as shown on Project Drawings
or ±1 in. This section shall not be used to evaluate local departure from a specified plane or form irregularities.

Refer to Section 4.8.2 and 4.8.3, respectively.

For the outside corner of an exposed corner column
and grooves in exposed concrete: the lesser of 0.2%
times the height above the top of foundations or lowest support level as shown on Project Drawings or ±1/2 in.

This section shall not be used to evaluate local depar- ture from a specified plane or form irregularities. Refer to Section 4.8.2 and 4.8.3, respectively.

R4.1—Deviation from plumb
R4.1.1 The tolerance for plumb varies with the height above the top of foundation or the lowest support level of the structure. Between the top of foundation and a height of 83 ft 4 in., the tolerance is 0.3% of the height until a maximum dimension of 1 in. is reached. Refer to Fig. R4.1.1(a) and (b). The tolerance for the outs ide corner of exposed corner columns and for contraction joint grooves in exposed
concrete is more stringent.

SECTION 4—CAST-IN-PLACE CONCRETE FOR BUILDINGS
Fig. R4.1.1—Deviation from plumb.

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4.1.2 For heights greater than 83 ft 4 in.

For lines, surfaces corners, arrises, and elements:
the lesser of 0.1% times the height above the top of
foundations or lowest support level as shown on
Project Drawings or ±6 in. This section shall not be
used to evaluate local departure from a specified
plane or form irregularities. Refer to Section 4.8.2
and 4.8.3, respectively.

For the outside corner of an exposed corner columns
and contraction joint grooves in concrete exposed to
view: the lesser of 0.05% times the height above the top of foundations or lowest support level as shown on
Project Drawings or 3 in. This section shall not be used to evaluate local departure from a specified plane or
form irregularities. Refer to Section 4.8.2 and 4.8.3,
respectively.

R4.1.2 From 83 ft 4 in. to 500 ft above the top of foundation, the tolerance for plumb is 1/1000 (0.1%) times the height.

The maximum tolerance is 6 in. at heights more than 500 ft above the top of foundation of the structure. The structure and exterior cladding should not extend beyond legal
boundaries established by the Contract Documents. Refer to Fig. R4.1.2(a) and (b).

Fig. R4.1.2—Deviation from plumb.

4.1.3 Vertical edges of openings larger than 12 in.,
measured over the full height of the opening....... ±1/2 in.

R4.1.3 The plumb tolerance for edges of openings larger than 12 in. is established by this section. Refer to Fig. R4.1.3.

Fig. R4.1.3—Deviation from plumb.

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4.2—Deviation from location

4.2.1 Horizontal deviation
Vertical elements, measured at the top of element
foundation or lowest support level .......................±1 in.

Other elements ....................................................±1 in.

Edge location of all openings............................±1/2 in.

Sawcuts, joints, and weakened plane embedments in
slabs .................................................................±3/4 in.

R4.2—Deviation from location
R4.2.1 Horizontal deviation is defined in Section 1.3. The tolerance for horizontal deviation would apply to the plan location of items such as the vertical edge of a floor opening or of a wall, beam, or column. The tolerance for horizontal deviation would also apply to items such as the vertical edges of openings in walls, beams, or columns. Refer to Fig. R4.2.1(a) to (c). The tolerance on sawcut location is driven by aesthetic concer ns. Research (Martinez and
Davenport 2005) suggests that for an 18 in. dowel the
sawcut can be offset from the center as much as 3 in.
without impacting joint performance.

Fig. R4.2.1—Horizontal deviation.

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4.2.2 Vertical deviation
Elements ............................................................. ±1 in.

Edge location of all openings ........................... ±1/2 in.

R4.2.2 Vertical deviation is also defined in Section 1.3. The tolerance for vertical deviation would apply to the location of items such as the horizontal edges of a wall or column opening. The tolerance for vertical deviation would also apply to items such as the horizontal edges of openings in walls, beams, or columns. Refer to Fig. R4.2.2(a) and (b).

Fig. R4.2.2—Vertical deviation.

4.3—Not used

4.4—Deviation from elevation

4.4.1 Top surface of slabs
Slabs-on-ground............................................... ±3/4 in.

Formed suspended slabs, before removal of supporting
shores............................................................... ±3/4 in.

Slabs on structural steel or precast concrete
............................................................ no requirement R4.4—Deviation from elevation
R4.4.1 The top elevation for slab s on structural steel or precast concrete will be determined by elevation of the supporting steel or precast concrete, plus or minus variations in slab thickness, as specified in Section 4.5.3. In situations where this procedure may result in unsatisfactory slab eleva- tions (for example, unshored beams that deflect or
supporting steel or precast se t with large deviations from specified elevation), the Arch itect/Engineer should specify, or the contractors involved should agree on, a satisfactory procedure. The concrete floo ring contractor cannot control elevations of steel or precast concrete members upon which concrete slabs are cast. In the instance of slabs cast on metal deck, there is also a practical limitation on the increase of slab thickness to accommodate differential elevations or deflections. If the Specifier requ ires the concrete slab to be placed level on deflecting or cambered supporting steel or precast, the plus tolerance is likely to be exceeded.

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SPECIFICATION FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS (ACI 117-10) AND COMMENTARY 35

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4.4.2 Formed surfaces before removal of shores
..........................................................................±3/4 in.

4.4.3 Lintels, sills, parapets, horizontal grooves, and other lines in exposed concrete ........................±1/2 in.

R4.4.3 The term “exposed concrete” is used as defined in ACI Concrete Terminology. Exposed Concrete is addressed in the Mandatory Requirements Checklist, Section 1.1.2.

4.4.4 Top of walls ..............................................±3/4 in.

4.4.5 Fine grade of soil immediately below slabs-on-
ground...............................................................±3/4 in.

R4.4.5 The elevation of the soil upon which a slab-on-
ground is to be placed is genera lly more difficult to control than that of the concrete surf ace. The intent of establishing an elevation tolerance of ±3/4 in. for fine grading below slabs-on-ground is to provide an environment in which a slab-on-ground installation can successfully comply with the thickness requirements established in Section 4.5.4. If more stringent tolerance requirements are deemed necessary by the Specifier, consider a fine grade elevation tolerance of ±1/2 in. This tolerance is reasonable for industrial applications because more sophisticated eq uipment is normally used to establish the fine grade elevation and because of the
performance requirements for industrial slabs.

R4.5—Deviation from cross-sectional
dimensions
Cross-sectional dimensions determine the permissible thick- ness of concrete members, or variation in opening width.

R4.5.1 Inspection of formwork for conformance to specified placement thickness tolerances may involve measurements prior to placement of concrete. Specified tolerances apply to the completed concrete element.

4.5—Deviation from cross-sectional
dimensions

4.5.1 Thickness of elements, except slabs, where
specified cross-sectional dimension is
12 in. or less .....................................................+3/8 in. ..........................................................................–1/4 in.

More than 12 in., and not more than 36 in........+1/2 in. ..........................................................................–3/8 in.

More than 36 in....................................................+1 in. ..........................................................................–3/4 in.

4.5.2 Unformed beams and walls cast against soil
Horizontal deviation from plan dimension:

Where dimension is 2 ft or less............................+3 in. ..........................................................................–1/2 in.

Where dimension is more than 2 ft ......................+6 in. ..........................................................................–1/2 in.

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36 SPECIFICATION FOR TOLERANCES FOR CONCRETE CONSTR UCTION AND MATERIALS (ACI 117-10) AND COMMENTARY

SPECIFICATION COMMENTARY
American Concrete Institute Copyrighted Material—www.concrete.org R4.5.3 Suspended (elevated) slabs require only that a tolerance for elevation and cross-sectional dimension be established.

Thickness of suspended slabs is of primary concern because insurance carriers establish a fire rating of the structure, depending on the occupancy. The fire rating is derived in part from the insulating properties of concrete and the thick- ness of the concrete slab. Achieving the minimum period of fire separation between floors depends in part on achieving a minimum thickness.

Variations in the elevation of erected steel or precast concrete and in deflections of the supporting metal deck and frame under weight of concrete often make it necessary to provide additional slab thickness in local areas where the intent is to produce a relatively level slab. Care should be taken to ensure that providing additional concrete in local areas does not overload the supporting formwork or metal deck. Significant increase to slab thickness can have a nega- tive impact on structural performance.

R4.5.4 Specifiers should anticipate localized occurrences of reduced thickness for slabs-on-ground. The slab-on-ground thickness tolerance has been set with respect to both average thickness for all the samples measured and a minimum
thickness for individual samples.

Where the Specifier determines requirements of this section are inadequate for a particul ar application, the Specifier should incorporate within the Project Specifications specific sampling procedures and acceptance criteria for all elements impacting thickness of slabs-on-ground (Sections R4.4.1, R4.4.5, and R4.5.4). In such an instance, consideration might be given to statistical control of the subgrade, elevation of the concrete surface, and slab thickness.

R4.5.4.1 Thickness samples are sometimes taken in
combination with other testing, and the information gathered from that testing is valid for information purposes. Thick- ness samples taken for purposes of evaluating the slab with respect to tolerances in this specification, however, must meet the requirements of this section.

R4.5.4.2 Sampling after the specified 7-day period will not adversely affect the measured values; however, it may affect the ability to take corrective action.

R4.5.4.3 ACI 228.2R contains a discussion of the
advantages and limitations of the various test methods. A short-pulse radar device can also provide slab thickness data. The precision of this method may require that a larger number of samples be taken to provide the same degree of reliability as the methods identified in this section. Proper use of the equipment requires calibration as established in ASTM D4748 and data collection in accordance with the
provisions of ASTM D4748 using a non-contact horn antenna.

4.5.3 Thickness of suspended slabs ................ –1/4 in.

4.5.3.1 Samples for slab thickness, when taken,
shall conform to the requirements of Sections 4.5.4.1
through 4.5.4.6.

4.5.4 Thickness of slabs-on-ground
Average of all samples ..................................... –3/8 in.

Individual sample.............................................. –3/4 in.

4.5.4.1 Minimum number of slab thickness samples,
when taken, shall be four (4) for each 5000 ft
2 or part
thereof.

4.5.4.2 Samples shall be taken within seven (7) days
of placement.

4.5.4.3 Samples shall be randomly located over the
test area and shall be taken by coring of the slab or by using an impact-echo device.

4.5.4.3.1 Where concrete core samples are taken,
the length of each core sample shall be determined
using ASTM C174/C174M.

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SPECIFICATION FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS (ACI 117-10) AND COMMENTARY 37

SPECIFICATION COMMENTARY
American Concrete Institute Copyrighted Material—www.concrete.org ASTM D4748 may not be appropriate for use on ACI 302
Class 6-8 floors. ASTM D4748, Table 1, shows that
concrete has a dielectric constant range of 6 to 11 for port- land-cement concrete, but does not distinguish between
high-density or low-density c oncrete, which could magnify any error associated with incorrectly assuming the average dielectric constant. Section 1. 2 of the ASTM test method shows pavements with increased attenuation of the electro- magnetic signal should not be measured with this method.

The ASTM Standard, Section 7.2.1 requires either actual cores for calibration or “best guess” practices from field operators. It is recommended that “best guess” not be used for purposes of this document.

4.5.4.4 Test results shall be reported in a manner
that will allow the data to be verified or the test to be replicated.

4.5.4.5 When computing the average of all samples,
samples with a thickness more than 3/4 in. above the
specified thickness shall be assumed to have a thick-
ness 3/4 in. more than the specified thickness.

4.5.4.6 When corrective action is required, additional
samples shall be taken in the vicinity of unacceptable
results to establish the extent of corrective action.

4.6—Deviation from formed opening width
or height

4.6.1 Opening width or height...........................–1/2 in. .............................................................................+1 in.

4.7—Deviation from re lative elevations or
widths for stairs

4.7.1 Stairs, measured along a line parallel to the stair axis
Difference between largest and smallest tread or riser
in any flight shall not exceed 3/8 in.

Difference in height of adjacent risers measured at the nose shall not exceed 3/16 in.

Difference in depth of adjacent treads shall not exceed 3/16 in.

4.8—Deviation from slope or plane

4.8.1 Stair tread from back to nosing................±1/4 in.

4.5.4.3.2 An impact-echo device, when used, shall
be calibrated using a minimum of three random locations within the test area where the actual concrete thickness is known. The impact-echo test shall be conducted in
accordance with ASTM C1383.

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38 SPECIFICATION FOR TOLERANCES FOR CONCRETE CONSTR UCTION AND MATERIALS (ACI 117-10) AND COMMENTARY

SPECIFICATION COMMENTARY
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4.8.2 Formed surfaces over distances of 10 ft
All conditions, unless noted otherwise in this section
...........................................................................±0.3% Outside corner of exposed corner column .........±0.2%
Contraction joint grooves in exposed concrete...±0.2%
R4.8.2 This is one of several pa ragraphs that address the proper location of formed surfaces. Local departure of the formed surface from the sp ecified slope or plane is
addressed in this section. A departure of 0.3% is approxi- mately 3/8 in. over a distance of 10 ft. Tolerances are based on a 10 ft measured length. Interpolation or extrapolation of tolerances for dimensions greater than or less than 10 ft are not permitted. Other sections, such as Sections 4.1 and

4.4.2, establish a global tolerance for elements.

R4.8.3 Specifiers should anticipat e local irregularities in formed surfaces. The purpose of establishing different
classes of surface is to define the magnitude of irregularities in a manner that is consistent with the exposure of the concrete when in service. As stated in Section R4.4.3, the term “exposed concrete” is used as defined in ACI Concrete Terminology. Exposed Concrete is addressed in the Manda- tory Requirements Checklist, Section 1.1.2. The Specifier should also anticipate abrupt transitions at the surface of members where segmental steel void forms are used to form floor framing members. The Sp ecifier should refer to the Mandatory Requirements Checklist.

R4.8.4 The purpose of establishing floor surface tolerances is to define surface characteris tics that are of importance to those who will be using the surface. The two surface charac- teristics thought to be of greatest importance for concrete floors are flatness and levelness. Flatness can be described as bumpiness of the floor, and is the degree to which a floor surface is smooth or plane. Levelness is the degree to which a floor surface parallels the slope established on the project drawings. Two methods are identified for use in the evalua- tion of floor surface finish tolerances. The F-Number
System uses data taken at regular intervals along lines located in random locations on the test surface. The
described methods use different criteria to evaluate the as- constructed data. Therefore, it is important that the Specifier select the method most appli cable to the end user of the floor. The Waviness Index may be used instead of the two methods identified in Sections 4.8.5 and 4.8.6 by specifying parameters established in the Optional Checklist. Before contracting to build to any floor tolerance specification, it is suggested the constructor evaluate data from tests of its own floors. Data should be processed using the proposed floor tolerance specification to confirm an understanding of the specific approach and its implications on proposed
construction means and methods. Specifiers may require the constructor to demonstrate proven ability by testing an existing floor slab installed by the constructor.

Each of the methods described herein will yield a slightly different result. Each of the described approaches uses a different method to evaluate flatness. The F-Number System

4.8.3 Formed surface irregularities (gradual or abrupt) Abrupt irregularities shall be measured within 1 in. of the irregularity. Gradual surface irregularities shall be measured by determining the gap between concrete
and near surface of a 5 ft straightedge, measured
between contact points.

Class A Surface................................................ +1/8 in.

Class B Surface................................................ +1/4 in.

Class C Surface................................................ +1/2 in.

Class D Surface................................................... +1 in.

4.8.4 Random traffic floor surface finish tolerances
shall meet the requirements of Section 4.8.5 or 4.8.6,
as specified in the Contract Documents.

4.8.4.1 A specified overall area is the entire floor
surface specified to conform to a particular surface
classification.

4.8.4.2 The surface classification of all floors shall
be specified in the Contract Documents.

4.8.4.3 Each individual slab placement shall constitute a separate test surface.

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SPECIFICATION FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS (ACI 117-10) AND COMMENTARY 39

SPECIFICATION COMMENTARY
American Concrete Institute Copyrighted Material—www.concrete.org uses only 2 ft slope changes (center offset from a 2 ft chord).

The manual straightedge an d computerized simulation of the manual straightedge methods both use maximum offsets from chords of varying lengths up to 10 ft.

To develop an understanding of the relationship among
these approaches, the committee undertook a study of six groups of 100 indi vidual profiles each (600 total). The profiles included all quality levels likely to be produced using current construction t echniques; each of the profiles was 100 ft long. Table R4.8.4 shows partial results of that study. Evaluation of the results resulted in the tolerance values contained in Sections 4.8.5 and 4.8.6.

Floor surface classifications shown in Sections 4.8.5 and

4.8.6 vary from conventional at the low end to super flat at the high end of the flatness/levelness spectrum. Although there is no direct correlation among the described tolerancing methods, similarly classified floors in Sections 4.8.5 and

4.8.6 should provide the user with floor surfaces of
approximately the same flatness and levelness.

Floor surfaces in the conventional category can be routinely produced using strikeoff and finishing techniques that include no restraightening operations after initial strikeoff. This classification of floor surface is generally not compatible with floor coverings such as carpeting and vinyl flooring.

Conventional floor surface to lerances are appropriately applied to areas such as mechanical rooms, nonpublic areas, or surfaces under raised computer flooring or thick-set tile.

The moderately flat classification of surface tolerances will routinely require the use of float dish attachments to the power float machines or some restraightening of the
concrete surface during finishing operations to consistently achieve flatness requirements. The moderately flat surface can routinely be produced by using a wide bull float (8 to 10 ft) to smooth the concrete and a modified highway straightedge Table R4.8.4—Methods to evaluate flatness
Floor classification F F flatness (SOFF)
10 ft manual straightedge
maximum gap, in.

Conventional 20 0.628 to 0.284
Moderately flat 25 0.569 to 0.254
Flat 35 0.359 to 0.163
Very flat 45 0.282 to 0.144
Super flat 60 0.253 to 0.135
Floor classification
10 ft manual straightedge
maximum gap, in. SOF F range
Conventional 1/2 17.4 to 27.7
Moderately flat 3/8 20.3 to 34.9
Flat 1/4 24.0 to 45.9
Very flat 3/16 31.7 to 64.3
Super flat 1/8 37.7 to 109.3
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40 SPECIFICATION FOR TOLERANCES FOR CONCRETE CONSTR UCTION AND MATERIALS (ACI 117-10) AND COMMENTARY

SPECIFICATION COMMENTARY
American Concrete Institute Copyrighted Material—www.concrete.org to restraighten the surface after completion of the in itial power float pass. The use of a rider with float dishes attached to the trowel blades can reduce the amount of restraightening required by the modified highway straightedge. An appropriate use of floor surfaces with this classification would be carpeted areas of commercial office buildings or industrial buildings with low-speed vehicular traffic.

Flat floor tolerances are ap propriate for concrete floors under thin-set ceramic, vinyl tile, or similar coverings. Flat floor tolerances are also appr opriate for use in warehouses employing conventional lift trucks and racks. The flat
classification requires restraightening after floating and is the highest feasible tolerance level for suspended slabs.

Very flat floor tolerances are generally restricted to high-end industrial applications, such as might be required for
successful operation of high-speed lift trucks, air pallets, or similar equipment. Multiple restraightenings in multiple directions following both the floating and initial finishing phases are required to produce floors conforming to very flat tolerances. The use of a laser screed or rigid edge forms up to 30 ft apart can achieve the required degree of levelness.

The super-flat category is the highest quality random traffic floor surface classification th at can be routinely produced using current technology. Only skilled contractors, using sophisticated equipment, will be able to achieve this level of quality. Restraightening operations for this floor category are more rigorous than that described for the very flat category.

The super-flat random traffic category is only appropriate for limited applications, such as TV production studios.

Another type of super-flat floor surface, one that falls outside the scope of random traffic specifications, is that which is required for defined traffic applications, such as narrow aisle industrial warehouse floors. The aisle width in these installations is typically about 5 ft wide, and the narrow clearance between the vehicles and racks requires construction of an extremely smooth and level surface. The tolerance requirements normal ly dictate strip placement of concrete using closely spaced rigid forms (approximately 15 ft on center), but they can occasionally be achieved without narrow strip placement by skilled contractors using sophisticated equipment.

The evaluation of the super-flat defined traffic surface classification requires specialized techniques that should be agreed on by all parties before construction. The test
method should measure:

1. The maximum transverse elevation difference
between wheel tracks;

2. The maximum elevation difference between
front and rear axle; and

3. The maximum rate of change per foot for 1 and
2 as the vehicle travels down the aisle.

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SPECIFICATION FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS (ACI 117-10) AND COMMENTARY 41

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American Concrete Institute Copyrighted Material—www.concrete.org Flatness of defined traffic wheel tracks can also be specified by reference to ASTM E1486, Section 4.9.

The remedy for noncomp liance with specified defined flat- ness tolerances should be included in specification
language. For random traffic slabs-on-grade, the remedy can range from liquidated damages, to localized grinding, to application of a topping, to removal and replacement,
depending on the purpose for which the slab is being
installed. The remedy for defined traffic installations is generally grinding of high spots.

R4.8.4.4 The purpose for establishing a default 72-hour time limit on the measurement of floor surfaces is to avoid any possible conflict over the acceptability of the floor and to alert the Contractor of the need to modify finishing techniques on subsequent placements, if necessary, to
achieve compliance. All slabs will shrink; joints and cracks in slabs-on-ground will curl with time, resulting in a surface that is less flat with the passage of time. If the needs of the user are such that a delay in testing is necessary to allow successful installation of subsequent Work, this requirement for delayed testing should be clearly stated in the specifications.

4.8.4.4 Floor test surfaces shall be measured and
reported within 72 hours after completion of slab
concrete finishing operations and before removal of
any supporting shores.

4.8.4.5 Test reports shall be distributed to the
Owner, the Architect, the General Contractor, and the
flatwork contractor.

4.8.4.6 Test surface measurements shall not cross
planned changes in floor surface slope.

R4.8.4.6 Ramped (sloped) surfaces can be toleranced by
reference to ASTM E1486 or the average slope of 15 ft least squares fit of each survey line calculated in accordance with ASTM E1486, Section 4.11 and Eq. (21), (22), and (23).

Survey lines should be parallel to the direction of slope. In instances where the Specifier chooses to provide a tolerance at construction joints, specific provisions for data collection should be included in the Project Specifications.

4.8.4.7 Test results shall be reported in a manner
that will allow the data to be verified or the tests to be replicated.

4.8.5 Random traffic floor finish tolerances as
measured in accordance with ASTM E1155 shall
conform to the following requirements:

4.8.5.1 Specified overall values for flatness (SOF
F)
and levelness (SOF L) shall conform to the specified
Floor Surface Classifications, as listed in Table 4.8.5.1.

R4.8.5 The F-Number System ev aluates the flatness of a floor surface by measuring slope changes over a distance of 2 ft. Specifics of the test pr ocedure are dictated by ASTM E1155. The 2 ft slope change data are evaluated to develop an estimate of the floor’s flatness. The system evaluates the levelness of a floor surface by measuring elevation changes relative to a horizontal plane and between points separated by a distance of 10 ft. These 10 ft elevation differences are evaluated to develop an estimate of the floor’s levelness.

Higher numbers indicate better quality in the surface
characteristic being reported.

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4.8.5.2 The SOF F and SOF L values shall apply
solely to the specified over all area and no subdivision thereof.

4.8.5.3 Minimum local values for flatness (MLF F)
and levelness (MLFL) shall equal 3/5 of the SOF F and
SOFL values, respectively, unless noted otherwise.

R4.8.5.2 The specified overall values SOFF and SOFL are the FF and FL numbers to which the completed project floor surface must conform viewed in its entirety. Daily F F/FL results may vary above and below SOF F/SOFL without
consequence, provided: a) that the cumulative results ulti- mately equal or exceed SOF F/SOFL, and b) that the speci- fied MLFF and MLF L values are satisfied at all locations.

The F-Number System provides daily running totals of the aggregate in-place areas that are less than, equal to, and better than SOF F and SOF L. Consequently, after the entire floor has been installed, the system permits the immediate calculation of liquidated damages based on the final
aggregate areas defective relative to either SOF
F or SOF L
(whichever yields the larger penalty).

R4.8.5.3 Some local variation in floor surface quality
should be anticipated by the Specifier, much as one should anticipate variations in results of concrete compressive tests.

These variations can be caused by normal occurrences, such as inconsistent setting time of concrete, changes in ambient conditions, or delays in de livery or placement of the
concrete. The specified MLF
F and MLF L values establish
the minimum surface quality that will be acceptable
anywhere on any of the concrete placements. Experience
has shown that the use of t ools and techniques that will generally meet specific SOF
F/SOFL requirements for the
overall concrete placement are al so sufficient to meet the associated MLFF/MLFL requirements in the minimum local
areas. Acceptance or rejecti on of a minimum local area requires that data collection within the minimum local area in question meet the requirements of ASTM E1155.

Because MLF
F and MLF L, in theory, define the minimum
usable floor, MLFF/MLFL defects normally require physical modification (that is, grinding, topping, or removal and replacement) of the entire affected minimum local area.

R4.8.5.4 Initial camber, curli ng, and deflection all
adversely affect the conforma nce of a floor surface to a plane. Limiting the use of F
L to evaluation of level slabs-on-
ground and level suspended slabs before shores or forms are removed ensures that the floor’s levelness is accurately assessed.

4.8.5.4 The SOF
L and MLF L levelness tolerances
shall apply only to level sl abs-on-ground, or to level suspended slabs that are shored when tested.

Table 4.8.5.1—ASTM E1155 method
Floor surface
classification
Specified overall
flatness SOFF
Specified overall
levelness SOFL
Conventional 20 15
Moderately flat 25 20
Flat 35 25
Very flat 45 35
Super flat 60 40
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4.8.6 Random traffic floor finish tolerances as
measured by manually placing a freestanding
(unleveled) 10 ft straightedge anywhere on the slab
and allowing it to rest naturally upon the test surface shall conform to the following requirements:

4.8.6.1 The gap under the straightedge and between
the support points shall not exceed either of the values as listed for the specified Floor Surface Classification in Table 4.8.6.1.

R4.8.6 The manual straightedge approach evaluates the flat- ness of a floor surface by placing a 10 ft long straightedge on the floor surface and measuring the maximum gap that occurs under the straightedge and between the support points.

4.8.6.2 The following minimum sampling require-
ments shall apply for test surfaces evaluated using this tolerance method:

4.8.6.2.1 A test surface is deemed to meet specified
tolerances if it complies with the maximum-gap-under-
the-straightedge limitations given in Section 4.8.6.1
above. The maximum disparity between a taut string
stretched between the bottom corners at the ends of
the straightedge and the underside of the straightedge
shall not exceed 1/32 in. at any point.

4.8.6.2.2 The minimum number of samples =
(0.01) area for floor areas measured in ft

2. A sample is
a single placement of the straightedge.

4.8.6.2.3 Orientation of the straightedge shall be
parallel, perpendicular, or at a 45-degree angle to
longest construction joint bounding the test surface.

4.8.6.2.4 An equal number of samples shall be
taken in perpendicular directions.

4.8.6.2.5 Samples shall be evenly distributed over
the test surface.

4.8.6.2.6 Straightedge centerpoint locations for
samples shall not be closer than 5 ft.

4.8.6.2.7 Test results shall be reported in a manner
that will allow the data to be verified or the test to be replicated, such as a key plan showing straightedge
centerpoint location and straightedge orientation.

Table 4.8.6.1—Manual straightedge method
Floor surface
classification
Maximum gap
90% compliance
Samples not to exceed
Maximum gap
100% compliance
Samples not to exceed
Conventional 1/2 in. 3/4 in.

Moderately flat 3/8 in. 5/8 in.

Flat 1/4 in. 3/8 in.

Very flat N/A N/A
Super flat N/A N/A
R4.8.6.1 Measurements should be taken between straight- edge support points and perpendicular to its base. Smaller gaps between the straightedge and supporting surface are indicative of higher flatness quality. The use of this
approach requires that 90% of the data samples should
comply with values in the second column, and 100% of the data samples should comply with values in the third
column. This method is not sufficiently precise to evaluate very flat and super-flat categories.

R4.8.6.2 At the time the document was prepared, no
nationally accepted specification has been developed to govern evaluation of a floor surface using this procedure; therefore, minimum samplin g requirements have been
established in this section. The Specifier may provide alter- native procedures as long as specific testing requirements and acceptance criteria are established. Test results should be reported in a manner that will allow the data to be veri- fied or the test to be replicated. When using this approach to evaluate floor surfaces, levelness is subject to the provisions of Section 4.4.1; the manual straightedge approach does not directly measure levelness.

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4.8.7 Root mean square (RMS) levelness tolerance in
in./ft for floors purposely pitched in one direction shall be obtained per the requirements of Paragraph 4.11 of
ASTM E1486. Each survey line used in the RMS level-
ness calculation shall be parallel with the others and
all lines shall be in the direction of the pitch or tilt.

4.9—Sawcut depth in slab-on-ground

4.9.1 Depth of sawcut joint ............................... ±1/4 in.

R4.8.6.3 A computerized simulation of a manual straight- edge approach can be used to evaluate the flatness of a floor surface. Data are taken using an instrument other than a straightedge and processed us ing a computer to produce results similar to that achieved using a manual straightedge.

This method requires that data be collected along lines in a manner similar to that described by ASTM E1155 or ASTM
E1486. The flatness is evaluated by moving a simulated 10 ft long straightedge along each data line at 1 ft intervals. No ASTM standard has been developed to govern evaluation of a floor surface using this proced ure, so the Sp ecifier should provide specific testing requirements and acceptance criteria as described in the Mandatory Requirements Checklist.

Results should be reproducible. When using this approach to evaluate floor surfaces, levelness is subject to the provisions of Section 4.4.1; the computerized simulation of a manual straightedge approach does not directly measure levelness.

The Specifier is advised that current available software for computerized simulation of a freestanding 10 ft straightedge does not meet the requirements of Section 4.8.6.2.

4.8.6.3 A computerized simulation of a freestanding
10 ft straightedge test shall be permitted to be used as an alternative to the test procedure established in the Contract Documents or the previous paragraph. Data
collection procedures and evaluation of data shall
comply with the requirements established in the
Contract Documents or Section 4.8.6.2.

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SPECIFICATION COMMENTARY
SPECIFICATION FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS (ACI 117-10) AND COMMENTARY 45 American Concrete Institute Copyrighted Material—www.concrete.org

5.1—Deviation from elevation—
cast-in-place concrete

5.1.1 Isolated footing ........................................+1/2 in. .............................................................................–2 in.

5.1.2 Continuous footing...................................+1/2 in. .............................................................................–1 in.

Tolerances for construction and erection of precast concrete units are not part of this sta ndard. Refer to ITG-7 “Specifi- cation for Tolerances for Precast Concrete” for precast concrete tolerances. Tolerances in this standard apply to cast-in-place concrete elements that interface with precast concrete elements.

Tolerances for tilt-up concrete are specified in Section 15.

5.1—Deviation from elevation—
cast-in-place concrete
R5.1.1 Isolated footing—Refer to Fig. R5.1.1.

SECTION 5—CAST-IN-PLACE CONCRETE AT INTERFACE WITH

PRECAST CONCRETE (EXCEPT TILT-UP CONCRETE)
Fig. R5.1.1—Isolated footing: elevation view.

R5.1.2 Continuous footing—Refer to Fig. R5.1.2.

Fig. R5.1.2—Continuous footing: elevation view.

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5.1.3 Pilasters, pedestals, and columns........... +1/4 in. ......................................................................... –3/4 in.

5.1.4 Individual corbels..................................... +1/4 in. ......................................................................... –1/2 in.

5.1.5 Continuous ledges................................... +1/4 in. ......................................................................... –1/2 in.

5.1.6 Walls........................................................ +1/4 in. ......................................................................... –3/4 in.

5.1.7 Embedded fabricated bearing surface
assemblies ....................................................... +1/4 in. ......................................................................... –1/2 in.

5.1.8 Grout-filled steel sleeve splice................. ±1/2 in.

5.1.8.1 Top of embedded dowel .................... ±1/2 in.

5.1.8.2 Top of embedded sleeve ...................... +1 in. ...................................................................... –1/4 in.

5.1.9 Anchor bolts .......................refer to Section 2.3.4

5.1.10 Embedded plates ..................................... ±1 in.

5.1.11 Inserts and assemblies with inserts ...... ±1/2 in.

5.1.12 Embedded items flush with unformed
concrete surface except grout-filled sleeves..... ±1/2 in.

R5.1.3 Pilasters, pedestals, and columns —Refer to Fig.

R5.1.3.

R5.1.4 and R5.1.5 Individual corbels and continuous
ledges—Refer to Fig. R5 .1.4 and R5.1.5.

Fig. R5.1.3—Pilasters, pedestals, and columns: elevation view.

Fig. R5.1.4 and R5.1.5—Individual corbels or continuous ledges: elevation view.

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5.2—Deviation from location—
cast-in-place concrete

5.2.1 Horizontal deviation

5.2.1.1 To a step down in continuous footing....+1 in.
..........................................................................–3 in.

5.2.1.2 Pilasters, pedestals, and columns ........±1 in.

5.2—Deviation from location—
cast-in-place concrete
R5.2.1.1 To a step down in continuous footing —Refer to Fig. R5.2.1.1.

R5.2.1.2 Pilasters, pedestals, and columns—Refer to Fig.

R5.2.1.2.

R5.2.1.3 Individual corbels—Refer to Fig. R5.2.1.3.5.2.1.3 Individual corbels..................................±1 in.

5.2.1.4 Top of walls........................................±1/2 in.

5.2.1.5 Fabricated bearing surface assemblies flush
with concrete surface.....................................±1/2 in.

5.2.1.6 Grout-filled steel sleeve splice

5.2.1.6.1 Embedded dowel or sleeve..........±1/4 in.

5.2.1.7 Anchor bolts................. refer to Section 2.3.4

5.2.1.8 Distance between vertical surfaces
at opposite ends of a precast member .............±1 in.

5.2.1.9 Embedded plates..................................±1 in.

5.2.1.10 Inserts and assemblies with inserts....±1/2 in.

5.2.1.11 Embedded items flush with formed
concrete surface ............................................±1/2 in.

Fig. R5.2.1.1—Continuous footing: elevation view.

Fig. R5.2.1.2—Pilasters, pedestals, and columns: plan view.

Fig. R5.2.1.3—Individual corbel: plan view.

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5.3—Deviation from dimension—
cast-in-place concrete

5.3.1 Specified length

5.3.1.1 Projection of individual corbels and
continuous ledges from face of support ........ ±3/8 in.

5.3.1.2 Walls or beams where precast members
abut both ends ................................................. –1 in. ...................................................................... +1/2 in.

5.3.1.3 Steel sleeve for grout-filled steel sleeve
splice............................................................. –1/4 in.

5.3.2 Specified width

5.3.2.1 Individual corbels .............................. ±3/8 in.

5.3.2.2 Walls, where specified width is 12 in. or less
...................................................................... +3/8 in. ...................................................................... –1/4 in.

More than 12 in. but not more than 36 in.
...................................................................... +1/2 in. ...................................................................... –3/8 in.

More than 36 in. ............................................... +1 in. ...................................................................... –3/4 in.

5.3.2.3 Exposed vertical exterior joint with a precast
panel

5.3.2.3.1 Up to ±1/3 of the joint width and not to
exceed ±1/2 in.

5.3.2.3.2 Variation in width over any 10 ft portion of
the joint length or the full length if less than 10 ft
.................................................................... ±1/2 in.

5.3—Deviation from dimension—
cast-in-place concrete
R5.3.1.1 Projection of individual corbels and continuous ledges from face of support—Refer to Fig. R5.3.1.1(a) and (b).

R5.3.2.1 Individual corbels—Refer to Fig. R5.3.2.1.

Fig. R5.3.1.1—Projection of individual corbel and continuous ledges: plan view.

Fig. R5.3.2.1—Width of individual corbel: plan view.

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5.4—Deviation from plane at bearing
surface—cast-in-place concrete measured
over length or width of bearing surface

5.4.1 Walls where specified width is
12 in. or less .....................................................±1/8 in.

Greater than 12 in..................................………±1/4 in.

5.4.2 Individual corbels .....................................±1/8 in.

5.4.3 Continuous ledges ...................................±1/8 in.

R.5.4—Deviation from plane at bearing
surface—cast-in-place concrete measured
over length or width of bearing surface
Refer to Fig. R5.4.

Fig. R5.4—Deviation from plane at bearing surface:
elevation view.

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Notes
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SPECIFICATION COMMENTARY
SPECIFICATION FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS (ACI 117-10) AND COMMENTARY 51 American Concrete Institute Copyrighted Material—www.concrete.org This specification does not address masonry construction.

Refer to ACI 530.1, “Specification for Masonry
Structures and Commentary,” for masonry tolerances.

For guidance and tolerances for masonry, the Specifier
should refer to the most recen t edition of “Specification for Masonry Structures (TMS 602/ACI 530.1/ASCE 6).”
SECTION 6—MASONRY
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SPECIFICATION COMMENTARY
SPECIFICATION FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS (ACI 117-10) AND COMMENTARY 53 American Concrete Institute Copyrighted Material—www.concrete.org

7.1—Deviation from plumb for buildings
and cores

7.1.1 Translation and rotation from a fixed point at the base of the structure
Heights 100 ft or less........................... ±1/2 in. per level ............................................................ ±2 in. maximum Heights greater than 100 ft
................................................ ±1/600 times the height ........................................................... ±1/2 in. per level ............................................................ ±6 in. maximum R7.1—Deviation from plumb for buildings
and cores
Refer to Fig. R7.1.

SECTION 7—CAST-IN-PLACE, VERTICALLY SLIPFORMED

BUILDING ELEMENTS
Fig. R7.1—Deviation from plumb for buildings and cores.

R7.2—Horizontal deviation
Refer to Fig. R7.2.1 and R7.2.2.

7.2—Horizontal deviation

7.2.1 Between adjacent elements .......................±1 in.

7.2.2 Horizontal elements
Edges of openings, sleeves, and embedments 12 in.
or smaller.............................................................±1 in.

Edges of openings, sleeves, and embedments greater
than 12 in.............................................................±2 in.

Fig. R7.2.1—Horizontal deviation.

Fig. R7.2.2—Edges of openin gs, sleeves, and embedments.

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7.3—Cross-sectional dimensions

7.3.1 Columns and walls
12 in. or less ..................................................... +3/8 in. ......................................................................... –1/4 in.

More than 12 in. and less than 36 in.
......................................................................... +1/2 in. ......................................................................... –3/8 in.

More than 36 in. .................................................. +1 in. ......................................................................... –3/4 in.

7.4—Openings through elements

7.4.1 Door openings or walk-through type openings

7.4.1.1 Length or width of opening.............+1-1/2 in. ......................................................................... –1/4 in.

7.4.2 Other openings and sleeves

7.4.2.1 Length or width of opening................... +1 in. ......................................................................... –0 in.

7.5—Embedded plates

7.5.1 Length or width of plate ............................. + 2 in. ............................................................................ –0 in.

7.6—Deviation from plumb for slipformed
and jumpformed silos

7.6.1 Deviation from plumb
Translation of silo centerline, o r r o t a t i o n o f s i l o w a l l from a fixed point at the base of the structure
100 ft or less........................................................ ±3 in.

More than 100 ft.................................. ±1/400 of height

7.6.2 Inside diameter or distance between walls
Horizontal deviation............................±1/2 in. per 10 ft ............................................................................ ±3 in.

7.6.3 Cross-sectional dimensions of component
............................................................................ +1 in. ......................................................................... –3/8 in.

7.6.4 Location of openings, embedded plates, and
anchors
Vertical deviation ................................................. ±3 in.

Horizontal deviation............................................. ±1 in.

R7.3—Cross-sectional dimensions
Refer to Fig. R7.3.1.

Fig. R7.3.1—Cross-sectional dimensions.

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SPECIFICATION COMMENTARY
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8.1—Deviation from plumb

8.1.1 Surfaces
Visible surfaces..............................................±1-1/4 in.

Concealed surfaces .......................................±2-1/2 in.

8.1.2 Side walls for radial gates and similar watertight joints ...............................................................±3/16 in.

8.2—Horizontal deviation
Visible surfaces..............................................±1-1/4 in.

Concealed surfaces .......................................±2-1/2 in.

8.3—Vertical deviation

8.3.1 General
Visible flatwork and formed surfaces ................±1/2 in.

Concealed flatwork and formed surfaces ............±1 in.

8.3.2 Sills of radial gates and similar watertight joints ........................................................................±3/16 in.

8.4—Cross-sectional dimension
Thickness.............................................................+1 in. ..........................................................................–3/4 in.

8.5—Deviation from plane

8.5.1 Slope of formed surfaces with respect to the
specified plane shall not exceed the following
amounts:

8.5.1.1 Slopes, vertical deviation
Visible surfaces.................................................. ±0.2% Concealed surfaces ........................................... ±0.4%

8.5.1.2 Slopes, horizontal deviation
Visible surfaces.................................................. ±0.4% Concealed surfaces ........................................... ±0.8% The Specifier should review the ACI standards referenced in this document and designate which portions of the structure are mass concrete.

R8.1, R8.2, R8.3, R8.4, and R8.5
Refer to commentary Sections R4.1.1, R4.2.1, R4.2.2, R4.5, and R4.8.2, respectively.

SECTION 8—MASS CONCRETE
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SPECIFICATION COMMENTARY
SPECIFICATION FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS (ACI 117-10) AND COMMENTARY 57 American Concrete Institute Copyrighted Material—www.concrete.org

9.1—Horizontal deviation

9.1.1 Surfaces
Visible surfaces..............................................±1-1/4 in.

9.1.2 Alignment of curves ....................................±4 in.

9.1.3 Width (W ) of section at any height
........................................................±(0.0025 W + 1 in.)

9.2—Vertical deviation

9.2.1 Profile grade ...............................................±1 in.

9.2.2 Surface of invert ......................................±1/2 in.

9.2.3 Surface of side slope ...............................±1/2 in.

9.2.4 Height (h) of lining..................... ±(0.005h + 1 in.)

9.3—Cross-sectional dimensions
Thickness of lining cross section
......................................... ±10% of specified thickness R9.1, R9.2, and R9.3
Refer to commentary Sections R4.2.1, R4.2.2, and R4.5, respectively.

SECTION 9—CANAL LINING
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SPECIFICATION COMMENTARY
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10.1—Horizontal deviation

10.1.1 Centerline alignment..............................±1/2 in.

10.1.2 Inside dimensions
......................................±0.5% times inside dimension

10.2—Vertical deviation

10.2.1 Profile grade ..........................................±1/2 in.

10.2.2 Surface of invert.....................................±1/4 in.

10.2.3 Surface of side slope .............................±1/2 in.

10.3—Cross-sectional dimensions

10.3.1 Cross section thickness at any point
Increase thickness: greater of 5% of thickness, or
..........................................................................+1/2 in.

Decrease thickness: greater of 2.5% of thickness, or
..........................................................................–1/4 in.

10.4—Deviation from plane

10.4.1 Slope of formed surfaces with respect to the
specified plane shall not exceed the following amounts
when measured with a 10 ft straightedge:

10.4.1.1 Vertical deviation
Visible surfaces.................................................. ±0.2% Concealed surfaces ........................................... ±0.4%

10.4.1.2 Horizontal deviation
Visible surfaces.................................................. ±0.4% Concealed surfaces ........................................... ±0.8% R10.1, R10.2, R10.3, and R10.4
Refer to commentary Sections R4.2.1, R4.2.2, R4.5, and R4.8.2, respectively.

SECTION 10—MONOLITHIC WATER-CONVEYING TUNNELS,

SIPHONS, CONDUITS, AND SPILLWAYS
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SPECIFICATION COMMENTARY
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11.1—Deviation from plumb

11.1.1 Exposed surfaces ..................................±3/4 in.

11.1.2 Concealed surfaces ............................±1-1/2 in.

11.2—Horizontal deviation

11.2.1 Centerline alignment..............................±1/2 in.

11.2.2 Centerline of bearing .............................±1/8 in.

R11.2—Horizontal deviation
SECTION 11—CAST-IN-PLACE BRIDGES
R11.2.2 Centerline of bearing refers to the primary girders or stringers. On highway plans, dimensions are usually
given in hundredths of a foot. Inches are used here to
conform to the rest of this document.

11.2.3 Abrupt form offset at barrier rail................±1/8 in.

11.2.3.1 Location of openings through concrete
elements ...........................................................±1/2 in.

11.3—Vertical deviation

11.3.1 Profile grade .............................................±1 in.

R11.3—Vertical deviation
R11.3.1 Profile grade refers to the upper surface of an over- pass. If the structure creates a highway underpass, then the clearance from the profile grade to the bottom of the lowest structural element should be +1 in., –0 in.

11.3.2 Top of other concrete surfaces and horizontal
grooves
Exposed............................................................±3/4 in.

Concealed............................................................±1 in.

11.3.3 Location of openings through concrete elements
..........................................................................±1/2 in.

11.4—Length, width, or depth of specified
elements

11.4.1 Bridge slab thickness.............................+1/4 in. ..........................................................................–1/4 in.

11.4.2 Elements such as columns, beams, piers, and
walls..................................................................+1/2 in. ..........................................................................–1/4 in.

11.4.3 Openings through concrete elements .....±1/2 in.

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11.5—Deviation from plane

11.5.1 Slope of formed and unformed surfaces with
respect to the specified plane shall not exceed the
following amounts in 10 ft:

Watertight joints ............................................... ±1/8 in.

Other exposed surfaces ................................... ±1/2 in.

Concealed surfaces............................................. ±1 in.

11.5.2 Driving surface finish tolerances and method of
measuring.................................................not specified

11.6—Deck reinforcement cover
............................................................................ +1 in. ............................................................................ –0 in.

11.7—Bearing pads

11.7.1 Horizontal deviation of centerline ............. ±1 in.

11.7.2 Edge dimensions in plan .......................... ±1 in.

11.7.3 Deviation from plane..............................±0.10% Item Title: 11.1
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12.1—Horizontal deviation

12.1.1 Placement of dowels...........................±1-1/4 in.

12.1.2 Alignment of dowels, re lative to centerline of
pavement
18 in. or less projection.....................................±1/4 in.

Greater than 18 in. projection ...............not established

12.2—Vertical deviation of surface

12.2.1 Mainline pavements in longitudinal direction,
the gap below a 10 ft unleveled straightedge resting on highspots shall not exceed ...................... not specified

12.2.2 Mainline pavements in transverse direction, the
gap below a 10 ft unleveled straightedge resting on
highspots shall not exceed ...................... not specified

12.2.3 Ramps, sidewalks, and intersections, in any
direction, the gap below a 10 ft unleveled straightedge resting on highspots shall not exceed...............+1/4 in.

12.2.4 Driving surface finish tolerances as specified in Contract Documents.

R12.2.1 and R12.2.2 Smoothness tolerances are not
addressed within this docume nt. Engineers an d contractors should refer to the regional and local highway and roadway departments, including the Amer ican Association of State Highway and Transportation Officials (AASHTO).

SECTION 12—EXTERIOR PAVEMENTS AND SIDEWALKS
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SPECIFICATION COMMENTARY
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13.1—Deviation from plumb
Translation, rotation, or variance from the vertical axis shall not exceed the greater of ±0.1% times the height
at time of measurement or ±1 in.

In any 10 ft of height, the geometric center of the
chimney or cooling tower element shall not change
more than.............................................................±1 in.

13.2—Outside shell diameter
Outside shell diameter ±1% of the specified diameter
plus 1 in.

13.3—Wall thickness
The average of four wall thickness measurements
taken over a 60-degree arc shall not exceed:
specified wall thickness 10 in. or less
..........................................................................+1/2 in. ..........................................................................–1/4 in. specified wall thickness greater than 10 in.
.............................................................................+1 in. ..........................................................................–1/2 in.

Tolerance requirements for openings and items embedded
within concrete chimneys must be established on an individual basis depending on the specific nature of their use.

SECTION 13—CHIMNEYS AND COOLING TOWERS
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SPECIFICATION FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS (ACI 117-10) AND COMMENTARY 67 American Concrete Institute Copyrighted Material—www.concrete.org

14.1—Wall thickness
Wall thickness at any point shall be equal to the speci- fied wall thickness of the pipe but no greater than the specified thickness plus 0.07 multiplied by the speci-
fied inside diameter
............... –0 in., + 0.07 × the specified inside diameter

14.2—Pipe diameter
The internal diameter at any point shall not be less
than 98% of the design diameter.

14.3—Offsets
At form laps and horizontal edges shall not exceed:

For pipe with an internal diameter not less than 42 in. ..........................................................................±1/2 in.

For pipe with an internal diameter greater than 42 in.
or less than or equal to 72 in. ...........................±3/4 in.

For pipe with an internal diameter greater than 72 in.
.............................................................................±1 in.

14.4—Surface indentations
Maximum allowable ..........................................±1/2 in.

14.5—Grade and alignment

14.5.1 Vertical deviation from grade
...............................................................±1 in. per 10 ft ...................................................... ±1-1/2 in. maximum

14.5.2 Horizontal deviation from alignment
...............................................................±2 in. per 10 ft ............................................................ ±4 in. maximum

14.6—Concrete slump
For pipe with an internal diameter less than 42 in.
.......................................................................±1-1/2 in.

For pipe with an internal diameter from 42 in. up to 72 in. .............................................................................±1 in.

For pipe with an internal diameter greater than 72 in.
..........................................................................±1/2 in.

Cast-in-place concrete pipe tolerances relate to the accuracy of construction that can be achieved using machinery and equipment consistent with th e standard practice for local soil types.

SECTION 14—CAST-IN-PLACE NONREINFORCED PIPE
Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 233

Menifee Mayor and City Council
June 5, 2024
Page
719 of 1108

Notes
68 SPECIFICATION FOR TOLERANCES FOR CONCRETE CONSTR UCTION AND MATERIALS (ACI 117-10) AND COMMENTARY American Concrete Institute Copyrighted Material—www.concrete.org Item Title: 11.1
Public Nuisance Declaration for the Krikorian Entertainment Complex Property Item Page Number: 234

Menifee Mayor and City Council
June 5, 2024
Page
720 of 1108

SPECIFICATION COMMENTARY
SPECIFICATION FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS (ACI 117-10) AND COMMENTARY 69 American Concrete Institute Copyrighted Material—www.concrete.org

15.1—Panel forming

15.1.1 Deviation from specified height or width
Where specified height or width is 20 ft or less......±1/4 in.

Menifee City CouncilJune 5, 2024

Menifee City Council
June 5, 2024