Attachment 2 - Project Plans and Specifications — Camarillo City Council, March 11, 2026 (part 1 of 11)

CITY OF CAMARILLO

COMMUNITY DEVELOPMENT DEPARTMENT

HOUSING PROJECTS

NOTICE TO BIDDERS, PROPOSAL, CONTRACT

AND SPECIFICATIONS

FOR THE CONSTRUCTION OF

ARNEILL ROAD HOUSING PROJECT
PROJECT NO. CUP-400

BIDS TO BE OPENED ON
Month XX, 20__ AT X:00 X.M.

David Moe James Fowler

ASSISTANT DIRECTOR OF SENIOR PLANNER

COMMUNITY DEVELOPMENT

NEIGHBORHOOD SERVICES

ARNEILL ROAD HOUSING PROJECT
PROJECT NO. CUP-400

PROJECT ADMINISTRATION
All inquiries relative to this project shall be directed to James Fowler, Senior Planner (Housing) of the City of Camarillo Community Development Department, prior to opening of bids. All questions relating to interpretation of the Contract Documents or products must be submitted in writing five (5) business days prior to the opening of bids, and responses will be in the form of written addenda, if required as further described in the bid documents. Questions submitted after this time period will not be answered.

James Fowler
Senior Planner (Housing)
Community Development Department
601 Carmen Drive
Camarillo, CA 93010
Telephone: (805) 388-5363
Email: [email protected]
(8-2023)

CITY OF CAMARILLO

1. NOTICE INVITING BIDS

2. INSTRUCTIONS TO BIDDERS

3. BID PROPOSAL

4. PUBLIC WORKS CONTRACT

5. GENERAL CONDITIONS/SPECIFICATIONS

6. SPECIAL PROVISIONS

ARNEILL ROAD HOUSING PROJECT
PROJECT NO. CUP-400
Project Number: CUP-400
Date: XX
James Fowler
Senior Planner – Community Development

BIDS WILL BE RECEIVED UNTIL
______ __, 2026 AT __:__ _.M.

Via electronic transmission on the City of Camarillo
PlanetBids portal site
(8-2023)

NOTICE INVITING BIDS
- 1 -

CITY OF CAMARILLO

NOTICE INVITING BIDS
NOTICE IS HEREBY GIVEN that the City of Camarillo (“CITY”), will receive bids for the below stated Project ONLY via electronic transmission on the CITY’S online PlanetBids portal site until xx:00 x.m., Month Day, 2026, and will be opened and posted online via PlanetBids portal site immediately thereafter.

ARNEILL ROAD HOUSING PROJECT -
PROJECT NO. CUP-400
The project to be constructed consists of nine residential units, approximately 1,000-square-foot of office and community space, and related work located at 268/276 Arneill Road (between Jiffy Lube and Brake Masters). Two two-story buildings are to be constructed along with an associated parking lot, landscaping, trash enclosure, and associated off-site improvements.

Obtaining Bid Documents: The Bid Documents for this project are on file in the office of the undersigned. In addition prospective bidders may obtain free copies of these documents, including Proposal, Bid forms, Specifications, and Plans by registering online as a prospective bidder on the City of Camarillo PlanetBids portal site:
https://pbsystem.planetbids.com/portal/56271/portal-home. Hard copies are also available from the City of Camarillo, at 601 Carmen Drive, Camarillo, California 93010.

Plans, general and special provisions, and proposal forms for the project are also filed with the following: Dodge Data & Analytics, www.construction.com; Ventura County Contractors’ Association, 1830 Lockwood Street, Suite 110, Oxnard, California 93030; BidAmerica, 41085 Elm Street, Murrieta, California 92562 (www.bidamerica.com); Plan Room, Construction Bidboard, Inc., 11622 El Camino Real, 1st Floor, San Diego, California 92130; Builders Notebook, 133 E.

De La Guerra Street, Suite 62, Santa Barbara, California, 93101; and are by reference made a part of this Notice.

Bidders must be registered on the City of Camarillo’s PlanetBids portal in order to receive addendum notifications and to submit a bid. Go to PlanetBids for bid results and awards. It is the responsibility of the bidder to submit the bid with sufficient time to be received by PlanetBids prior to the bid opening date and time. Allow time for technical difficulties, uploading, and unexpected delays. Late or incomplete bids will not be accepted.

Plans and special provisions are based on the use of the Standard Specifications for Public Works Construction, 2018 edition, written and promulgated by Public Works Standards, Inc. and all supplements thereto, unless otherwise referenced.

Bid Bond: The bid must be accompanied with an uploaded scanned copy to PlanetBids of the bid security in the form of a money order, a certified cashier’s check, or bidder’s bond executed (8-2023)

NOTICE INVITING BIDS
- 2 -
by an admitted surety, made payable to CITY. The bid security shall be an amount equal to ten percent (10%) of the total bid amount included with their proposals as required by California law.

Note: The original security of the three (3) lowest bidders must be submitted to the Community Development Department at 601 Carmen Drive, Camarillo, California 93010, in a sealed envelope and be received or postmarked within three (3) City business days after the bid due date and time for the bid to be considered. The sealed envelope should list the Bidder’s Name and be plainly marked on the outside: “SEALED BID SECURITY FOR ARNEILL ROAD HOUSING PROJECT – PROJECT NO. CUP-400.”
Pre-Bid Meeting: A mandatory pre-bid meeting is scheduled for _____a.m. on ___________, 20__, in the Central Conference Room at Camarillo City Hall, 601 Carmen Drive, Camarillo, California 93010.

Required Contractor’s License(s): Under Business & Professions Code section 7028.15 (e), a bid submitted to the City must be by a licensed contractor in accordance with Division 3, Chapter 9 of the Business & Professions Code unless one of the exceptions in Section 7028.15 applies.

Under Public Contract Code section 3300, the bidder must possess at the time a contract is awarded all classifications of contractor’s licenses required by the City. For this project, the City requires that the bidder possess a valid Class B contractor’s license.

Under Public Contract Code section 20103.5, failure of a bidder to be properly licensed at the time of the award of the contract will constitute a failure to execute the contract and will result in a forfeiture of the security of the bidder.

Required Contractor and Subcontractor DIR Registration: The City will accept bids only from bidders that (along with all subcontractors listed) are currently registered and qualified to perform public work pursuant to Labor Code section 1725.5; provided, however, that if a bidder is a joint venture (Business & Professions Code § 7029.1), then City may accept a non-complying bid provided that the bidder and all listed subcontractors are registered at the time the contract is awarded. Information on registration with the DIR is available at: https://www.dir.ca.gov/PublicWorks/Contractor-Registration.html. This is a separate requirement from the Contractors State License Board licensing requirement.

Substitution of Securities: In accordance with Public Contract Code section 22300, substitution of eligible and equivalent securities for any moneys withheld to ensure performance under the contract for the work to be performed will be permitted at the request and expense of the successful bidder. Such equivalent securities must be deposited with City or with a state or federally chartered bank as the escrow agent who will then pay such moneys to the contractor.

Upon satisfactory completion of the contract, the securities will be returned to the contractor.

Securities eligible for investment include those listed in Government Code section 16430, bank or savings and loan certificates of deposit, interest bearing demand deposit accounts, standby letters of credit, or any other security mutually agreed to by the contractor and City. The contractor will be the beneficial owner of any securities used to secure its performance. Any escrow agreement will be substantially similar to the form set forth in Public Contract Code section 22300.

Labor Code Compliance: Any contract entered into pursuant to this Notice will incorporate the applicable provisions of the California Labor Code.
(8-2023)

NOTICE INVITING BIDS
- 3 -
Prevailing Wage Laws: The successful bidder must comply with all prevailing wage laws applicable to the project, and related requirements contained in the contract documents. Copies of the general prevailing rates of per diem wages for each craft, classification, or type of worker needed to execute the contract, as determined by Director of the State of California Department of Industrial Relations, are on file at the City, and may be obtained from the DIR website:
https://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Upon request, City will make available copies to any interested party. Also, the successful bidder must post the applicable prevailing wage rates at the work site.

Payroll Records and Prevailing Wage Monitoring: This project is subject to prevailing wage compliance monitoring and enforcement by the Department of Industrial Relations. (Labor Code § 1771.4.). Each contractor and subcontractor must keep an accurate payroll record, showing the name, address, social security number, work classification, straight time and overtime hours worked each day and week, and actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed by the contractor or subcontractor in connection with the public work. These records must be certified and made available by the contractor as required by Labor Code section 1776. In the case of state-funded public works projects, certified payroll reports must be provided to City on a weekly basis.

Reservation of Rights: The City Council reserves the right to reject any or all bids, waive any irregularities in the bids, and to make an award or any rejection in what it alone considers to be in the best interest of the City.

Dated this ________ day of _______________, 2026.

CITY OF CAMARILLO
By:

James Fowler
Senior Planner (Housing)
(8-2023)

INSTRUCTIONS TO BIDDERS
- 1 -

CITY OF CAMARILLO

INSTRUCTIONS TO BIDDERS
WORK IDENTIFICATION: ARNEILL ROAD MIXED USE
PROJECT NO. CUP-400

1. Terms Defined

1.1 Terms used in these Instructions to Bidders which are defined in the General Conditions/Specifications have the meaning assigned to them in the General Conditions/Specifications.

1.2 The term “successful bidder” means the lowest, responsive and responsible bidder to whom City makes an award of contract on the basis of City’s evaluation as provided in these Instructions.

1.3 The term “Standard Specifications” or “S.S.P.W.C.” means Standard Specifications for Public Works Construction written and promulgated by Public Works Standards, Inc., 2018 edition and all supplements thereto, available from BNi Publications, Inc., 990 Park Center Drive, Suite E Vista, CA 92081, unless otherwise referenced.

2. Copies of Contract Documents

2.1 Bidders may obtain complete sets of the Contract Documents from PlanetBids, the City of Camarillo website, or the City’s Community Development Department.

2.2 Bidders will use a complete set of Contract Documents in preparing bids.

2.3 The City makes copies of the Contract Documents available, on the above terms, for the sole purpose of obtaining bids for the Work and does not confer a license or grant permission for any other use of the Contract Documents.

2.4 Complete sets of Contract Documents must be used in preparing bids. It is the bidder’s obligation to ensure that the bidder has received a complete set of Contract Documents. Neither City nor its agents, officers or employees assume any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Contract Documents. The City does not assume any liability or responsibility based on any defective or incomplete copying, excerpting, scanning, faxing, downloading, or printing of the Bidding Documents.

3. Qualifications of Bidder

3.1 The City will accept bids only from bidders that (along with all subcontractors listed) are currently registered and qualified to perform public work pursuant to Labor Code section 1725.5; provided, however, that if a bidder is a joint venture (Business & Professions Code §7029.1) then City may accept a non-complying bid provided that the bidder and all listed (8-2023)

INSTRUCTIONS TO BIDDERS
- 2 -
subcontractors are registered at the time the contract is awarded. This is a separate requirement from the Contractors State License Board licensing requirement below.

3.2 The bidder must be licensed to perform as prime contractor in accordance with the provisions of the Contractor’s State License Law (Bus. & Prof. Code § 7000 and following). Prior to awarding a bid, unless an exemption set forth in Business and Professions Code section 7028.15 applies, City will verify that the bidder was properly licensed when the bid was submitted. If a bidder was not so licensed, the bid will be considered non-responsive and will be rejected by City.

3.3 In addition to a state license, the contractor must also obtain a City of Camarillo business tax certificate before commencing work. The business tax certificate may be secured after the bids are opened, but prior to executing the contract. The business tax certificate must be kept current throughout the project until the recording of the Notice of Completion.

3.4 In order for City to determine the successful bidder, the bidder must be prepared to submit in writing, within five days after being requested to do so by City, such information and data as City may request, including without limitation, financial data, and previous experience. City reserves the right to reject any bid if the evidence submitted by, or investigation of, such bidder fails to satisfy City that the bidder is the lowest, responsive and responsible bidder properly qualified to carry out the contract.

3.5 The bidder may be required to establish to the satisfaction of City the reliability and responsibility of the persons or entities proposed to furnish and perform the work described in the Contract Documents.

3.6 Experience: The bidder must have a minimum of 3-years of experience in constructing work similar in character and magnitude to the work included in the bid. The work must be prosecuted with employees meeting the experience requirements along with appropriate apprentices. Employees used for satisfying this experience requirement or alternate staff with equal or better experience must be used continuously for the duration of the project. Changes in staffing must be submitted for approval by the Senior Planner (Housing).

4. Examination of Contract Documents and Site

4.1 Before submitting a bid, the bidder must: (i) examine the Contract Documents thoroughly, including without limitation the Contract wherein each of the other Contract Documents is identified; (ii) visit the site and the locality where the work is to be performed to become familiar with local conditions that may in any manner affect the cost, progress or performance of the work in strict accordance with the Contract Documents; (iii) become familiar with all federal, state and local laws, ordinances, rules and regulations that may in any manner affect the cost, progress or performance of the work in strict accordance with the Contact Documents; and (iv) study and carefully correlate bidder’s observations with the Contract Documents.
(8-2023)

INSTRUCTIONS TO BIDDERS
- 3 -

4.2 Under Public Contract Code section 3400 and the Contract Documents, all specifications are deemed to include the words “or equal,” provided, however, permissible exceptions may be noted in the General Conditions/Specifications.

4.3 Reports, if any, of investigations and test of subsurface and latent physical conditions at the work site or otherwise affecting cost, progress or performance of the work which have been relied upon in preparing the drawings and specifications are identified in the Special Provisions. City will make copies of such reports available to any bidder upon request. These reports are not guaranteed as to accuracy or completeness, nor are they part of the Contract Documents. Before submitting the bid, the bidder must, at bidder’s expense, make such additional investigations and tests as the bidder may deem necessary to determine its bid for performance of the work in strict accordance with the Contract Documents. Bidder acknowledges that it has fully satisfied itself as to the nature, character, and quality of surface and subsurface conditions to the extent such information is reasonably ascertainable from an inspection of the site, from information available from the local municipality and other public bodies, and from the Contract Documents.

4.4 Upon request to the office of the Senior Planner (Housing) at 601 Carmen Drive, Camarillo, 805-388-5363, City will provide each bidder reasonable access to the job site to conduct such investigations and tests as the bidder may deem necessary for submission of its bid. Bidders performing investigative testing must obtain permit and restore areas affected by such activities. Investigations and tests that cause unreasonable disruptions may not be permitted.

4.5 The lands upon which the work is to be performed, rights-of-way for access thereto and other lands designated for use by contractor in performing the work are identified in the Drawings and/or Specifications.

4.6 By submitting a bid, the bidder warrants that it has complied with every requirement of this Section 4 and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance of the work.

City shall not be required to make any adjustments in either the Contract Sum or the Contract Time in connection with the any failure by the Bidder to have complied with the requirements of this Section.

5. Interpretation

5.1 In the event of conflict between requirements as shown on the drawings and the specifications, the following order of precedence will govern: permits from other agencies; change orders; supplemental agreements and approved revisions to plans and specifications; Special Provisions; General Conditions/Specifications; plan details; Plans; Standard Plans; Standard Specifications; Reference Specifications. In the event of any discrepancy between any drawings and the figures written thereon, the figures will govern.

5.2 All questions about the meaning or intent of the Contract Documents must be submitted to the Senior Planner (Housing) in writing not less than five business days prior to the date for the opening of bids.

5.3 All interpretations will be issued by written Addenda, which will be on file in the office of the Senior Planner (Housing) at 601 Carmen Drive, Camarillo, and posted to the (8-2023)

INSTRUCTIONS TO BIDDERS
- 4 -
City’s website, PlanetBids, and distributed to the planrooms listed in the Notice Inviting Bids. It is the bidder’s responsibility to determine if any Addenda have been issued. Failure of the bidder to receive any such Addenda will not relieve the bidder from any obligation under its submitted bid.

5.4 Only interpretations issued by written Addenda will be binding. All such Addenda will become part of the Contract Documents. Interpretations issued orally or by any means other than as specified in this Section 5 will have no legal effect.

6. Bid Proposal

6.1 Bids MUST be submitted on the City of Camarillo PlanetBids Portal. Hard copy bids submitted or any other method of bid submission to the City of Camarillo will not be accepted. Each bid must be on a Bid Proposal furnished by City as part of the Contract Documents. Any change in, or addition to, the Bid Proposal or any other modification of the Bid Proposal which is not specifically called for in the Contract Documents or the omission from the Bid Proposal of any information or response which is specifically called for in the Contract Documents may result in City’s rejection of the bid as not being responsive to the Notice Inviting Bids.

6.2 All blanks in the Bid Proposal must be appropriately responded to. If an answer or other response to a blank is not applicable, the bidder should respond with “N.A.”

6.3 Bid on all items listed in the Bid Schedule including all Prices (Unit and Total).

6.4 State in figures the unit prices, lump sum prices and extensions as indicated, which will be the prices for which you propose to supply all services and materials and to perform all work required by the plans and specifications. All items described are to be construed as complete and in place.

6.5 Include in the items for which bids are entered, all work shown on the plans or required by the specifications for which a specific bid item is not provided.

6.6 The Bid Proposal may not contain any erasures, interlineations or other corrections, unless each such correction is suitably authenticated by affixing in the margin immediately opposite the correction the initials of the person(s) signing the bid.

6.7 The Bid Proposal and each Attachment must be executed in the manner required by Section 14 below.

6.8 No person, including without limitation, any individual, partnership or corporation, may make, file or be interested in more than one bid for the work unless alternate bids are specifically called for in the Specifications. A person that has submitted a sub-bid to a bidder or that has quoted prices of materials to a bidder is not disqualified from submitting a subbid or quoting prices to other bidders or making a prime bid.

7. Submission of Bid

7.1 The bid must be submitted within the time prescribed, at the place and in the manner indicated in the Notice Inviting Bids.
(8-2023)

INSTRUCTIONS TO BIDDERS
- 5 -

7.2 The bid must be accompanied by bidder’s security in an amount equal to at least ten percent (10%) of the bid amount, which security must be lawful money of the United States of America and in one of the following forms: (i) cash; (ii) cashier’s check made payable to City; (iii) certified check made payable to City; or (iv) bid bond executed by a surety insurer authorized to do business in the State of California and made payable to City. If the security is a bid bond, it must be submitted on the form which is part of the Bid Proposal or on a form substantially similar thereto. (Public Contract Code § 20170.)

7.3 All bids must be accompanied with an uploaded scanned copy of the bid security uploaded to PlanetBids. The original security of the three (3) lowest bidders must be submitted to the Community Development Department at 601 Carmen Drive, Camarillo, California 93010, in a sealed envelope and be received or postmarked within three (3) City business days after the bid due date and time for the bid to be considered. The sealed envelope should list the Bidder’s Name and be plainly marked on the outside: “SEALED BID SECURITY FOR ARNEILL ROAD HOUSING PROJECT – PROJECT NO. CUP-400.”

7.4 The bid form, bid security, and all other documents required to be submitted with the bid must be submitted via electronic transmission on the City of Camarillo PlanetBids portal site as further described in the Notice to Bidders.

7.5 Bidders must be registered on the City of Camarillo’s PlanetBids portal in order to submit a bid. Go to the PlanetBids portal site for bid results and awards. It is the responsibility of the bidder to submit the bid with sufficient time to be received by PlanetBids prior to the bid opening date and time. Allow time for technical difficulties, uploading, and unexpected delays. Late or incomplete bids will not be accepted.

7.6 Submission of a bid on PlanetBids portal shall constitute acknowledgement and acceptance of all terms and conditions set forth herein.

8. Withdrawal or Modification of Bid
The bidder may withdraw or modify its bid in the PlanetBids Portal system at any time prior to the opening of bids.

9. Bids to Remain Open
All bids will remain open for 60 days after the date of the opening of bids. Prior to that date, City may, at its sole discretion, (i) release any bid and return the bidder’s security, or (ii) release all bids and return all bidder’s security, upon the successful bidder’s furnishing of the required bonds and certificate and any other required documents and return to City the required number of executed copies of the Contract.

10. Errors In Bid

10.1 If a discrepancy between the unit price and the item total of a bid exists, the unit price will control unless the unit price is illegible, omitted, or the same as the item total, in which case the bid will be deemed nonresponsive. If applicable, the total bid amount will be adjusted according to any revised item totals.
(8-2023)

INSTRUCTIONS TO BIDDERS
- 6 -

10.2 If a discrepancy between the item totals and the total bid amount exists, the item totals will control unless the total bid is illegible or omitted, in which case the bid will be deemed nonresponsive.

10.3 Except as provided in Sections 10.4 and 10.5 below, bidders will not be released from their bids on account of error.

10.4 Where the prime contractor asserts a claim of inadvertent clerical error in the listing of a subcontractor, City will allow the substitution of the intended subcontractor under the procedures set forth in Public Contract Code section 4107.5.

10.5 Where the bidder gives City notice addressed to the City contact listed in the Project Administration page within five days of the opening of the bid and can establish to the satisfaction of City that a mistake was made which makes the bid materially different than intended, that the mistake was made in filling out the bid and not due to error in judgment or carelessness in inspecting the site or in reading the plans or specifications and specifies how the mistake occurred, City will relieve the bidder without forfeiture of security in accordance with Public Contract Code section 5100 and following.

11. Bid Analysis and Determination of Responsive Bid

11.1 After the bids have been opened and uploaded to PlanetBids, the Bid Schedule will be checked and compared; and after the withdrawal of any bids as provided in Section 8 above; and after errors in bids are adjusted as provided in Section 10 above, the results will be made public.

11.2 Failure of a bidder to attend a mandatory pre-bid meeting will result in its Bid not being accepted and/or being rejected.

11.3 A bid from any individual, firm, partnership, corporation, or association which prepared, in part or in whole, the Plans, Specifications, or estimates for the Contract will be rejected.

11.4 More than one bid for the same Contract from any individual, firm, partnership, corporation, or association under the same or different names may be rejected.

Reasonable grounds for believing that any bidder has an interest in more than one bid for the Work may be cause for rejecting all bids in which such bidder is interested. However, this requirement does not prevent a bidder who submits a bid from being listed as a subcontractor by another bidder. Apparent collusion among bidders may be sufficient cause for rejecting any or all bids, and the participants in such collusion may be barred from future bidding.

11.5 A bid in which a bid item is left totally blank will be considered nonresponsive and will be rejected.

11.6 A bid in which the Contract Unit Prices are unbalanced may be considered nonresponsive and may be rejected.

11.7 A bid in which the signature of the bidder has been omitted may be considered nonresponsive and may be rejected.
(8-2023)

INSTRUCTIONS TO BIDDERS
- 7 -

11.8 A bid in which each section of the Bid Proposal has not been completely filled out, or which shows any alteration of form or irregularities of any kind, or which contains any additions or conditional or alternate bids that are not called for, may be considered nonresponsive and may be rejected.

11.9 A bid in which the Acknowledgement of Addenda Received form is missing, or in which the receipt of each Addendum issued has not been acknowledged, may be considered nonresponsive and may be rejected.

11.10 A bid in which the Noncollusion Declaration form is missing, or in which the form has not been executed and signed, may be considered nonresponsive and may be rejected.

11.11 A bid in which the List of Subcontractors form is missing will be considered nonresponsive and will be rejected.

11.12 A bid in which the List of Subcontractors form is incomplete, or the data included therein is inaccurate, inconsistent, of a misrepresentation of the work to be subcontracted or materials to be procured, may be considered nonresponsive and may be rejected.

11.13 The bidder must perform, with its own organization, Contract work amounting to at least 30 percent of the Contract Price. A bid which fails to meet this requirement will be considered nonresponsive and will be rejected.

11.14 A bid in which the Bid Guaranty is missing, or in which the Bid Guaranty surety bond is not signed by the Surety, or in which the Surety has not had the Bid Guaranty surety bond notarized, or is not provided to the City, if one of the three lowest bidders, 3 business days after opening as further detailed in the NIB, will be considered nonresponsive and will be rejected.

12. Award of Contract

12.1 City reserves the right to reject any and all bids. City also reserves the right to reject any bid that is not in strict accordance with the Contract Documents or, in the alternative, to waive any irregularity or informality in any bid or in the bidding.

12.2 If alternate bids are called for in the Specifications, the contract may be awarded at the election of City to the successful bidder on the base bid or on the base bid and any alternate or combination of alternates specifically identified in the Specifications as being used for the purpose of determining the lowest bid price.

12.3 If the contract is to be awarded, it will be awarded to the lowest responsive and responsible bidder. City may conduct such investigations as it deems necessary to assist in the evaluation of any bid and to establish the responsibility, qualifications and financial ability of the bidders. The award, if made, will be within 60 days after the opening of bids.

12.4 If the lowest responsive and responsible bidder refuses or fails to execute the contract, City may consider the next lowest responsive and responsible bidder to be the lowest responsible bidder.
(8-2023)

INSTRUCTIONS TO BIDDERS
- 8 -

12.5 The periods of time specified in this Section within which the award of contract may be made, are subject to extension for such further period as may be agreed upon in writing between City and the bidder concerned.

13. Delivery of Contract

13.1 An official “Notice of Award of Contract” will be emailed or mailed to the successful bidder, enclosing the contract and bond forms for signature.

13.2 Within 10 days after the Notice of Award of Contract, the successful bidder must sign and deliver at least three counterparts of the Contract to the City of Camarillo together with security in a form acceptable to City’s Attorney’s office guaranteeing both one hundred percent (100%) of payment (labor and materials) and one hundred percent (100%) of performance, certificates and endorsements to satisfy the insurance requirements of the Contract, proof of a valid City of Camarillo business tax certificate and any other documents required by the Contract Documents. Bonds must be submitted on the forms which are part of the Contract Documents; no substitutions will be accepted. Within 10 days of receipt of the Contract and related documents, City will deliver one fully signed counterpart of the Contract to the successful bidder.

13.3 The Contract and each attachment must be executed in the manner required by Section 14 below.

13.4 If the successful bidder fails to execute and deliver the Contract and furnish the required bonds, certificates and other documents within 10 days after the Notice of Award of Contract, City may annul the award of the contract and the bidder’s security will be forfeited, except as provided by Public Contract Code section 20174.

14. Signatures

14.1 The Contract Documents and all attachments must be executed in the following manner: If the bidder is:
(a) An individual, in the name of the individual and if doing business by a fictitious name, the fictitious name and, if the document is the Bid Proposal or Contract, the business address and telephone number of the individual must be shown below the signature. (b) A partnership, in the partnership name and signed by a general partner, whose title must appear under the signature and, if the document is the Bid Proposal or Contract, the business address and telephone number of the partnership must be shown below the signature.
(c) A corporation, in the corporate name by a duly authorized officer or agent accompanied by evidence of authority to sign and the corporate seal must be affixed and attested by the secretary or an assistant secretary. If the document is the Bid Proposal or Contract, the state of incorporation must be shown below the corporation name, and the corporate address and telephone number must be shown below the signatures.

14.2 Attorneys-in-fact who sign any Contract Document or any attachment thereto must file with the document a certified copy of their power of attorney to sign such document.
(8-2023)

INSTRUCTIONS TO BIDDERS
- 9 -

14.3 Electronic Signatures; Documents will be considered executed when the signature page of a party is delivered by electronic transmission. Such electronic signatures will have the same effect as an original signature.

14.4 Signatures on all bonds must be acknowledged before a notary public and a notary’s certificate of each acknowledgment must be scanned and uploaded to PlanetBids with the document.

15. Time for Commencement and Completion

15.1 Unless otherwise specified in the Special Provisions, the contractor must:
(a) commence the work within 30 days after the award of the contract by the City Council, but not before fully complying with Sections 13 and 14 above; and (b) diligently prosecute the work to completion within the allowed number of working days specified on Page 1 of the Bid Proposal, counting from the start date given in the Notice to Proceed.

15.2 Upon written request of the Contractor and if approved in writing by the Senior Planner (Housing), the time for commencement, completion or both may be extended.

16. Bid Protest

16.1 Any protest of any bid must be submitted in writing to the Office of the City Clerk by email to [email protected] or by facsimile transmission to 805-388-5318 no later than 5:00 PM on the seventh calendar day following the date of the bid opening.

16.2 The protest must contain a complete statement of the factual basis for the protest and copies of pertinent documents.

16.3 The protest must identify the specific portion of the document and the specific statute, if any, that forms the basis for the protest. The protest must include the name, mailing address, email address and telephone number of the person representing the protesting party.

16.4 The party filing the protest must have actually submitted a bid for the Project.

A subcontractor of a party filing a bid for the Project may not submit a bid protest. A party may not rely on the bid protest submitted by another bidder, but must timely pursue its own protest.

16.5 The procedure and time limits set forth in these Instructions to Bidders are mandatory and are the bidders’ sole and exclusive remedy in the event of a bid protest. Any bidder’s failure to fully comply with these procedures will constitute a waiver of any right to further pursue a bid protest, including filing of a challenge of the award pursuant to the Public Contract Code, filing of a claim pursuant to the Government Code, or filing of any other legal proceedings.

16.6 The City Director of Community Development, or designee, will review all timely protests prior to award of the Project and will recommend that the City Council either reject (8-2023)

INSTRUCTIONS TO BIDDERS
- 10 -
the protest and award to the lowest responsible and responsive bidder or accept the protest and award the bid to the next lowest responsible and responsive bidder.

17. Liquidated Damages
The amount of liquidated damages for each calendar day, is set forth on page 1 of the Bid Proposal, in accordance with Section 6.5 of the General Conditions/Specifications.

18. Survey Data

18.1 Electronic survey data will not be made available to the bidder as part of the bid process and no such data should be relied upon for the purposes of preparing the bid. Survey data desired by bidders should be obtained in the field by the bidder. Permits for survey work may be necessary.
(5-2023) Project No. CUP-400

BID PROPOSAL
- 1 -

CITY OF CAMARILLO

DEPARTMENT OF PUBLIC WORKS

BID PROPOSAL
FOR

ARNEILL ROAD HOUSING PROJECT
PROJECT NO. CUP-400
In and for the

CITY OF CAMARILLO, CALIFORNIA
Project Number CUP-400, including xx (yy) sheets of plans. Drawings Numbers _____________________.

Completion Time: x (y) Working Days
Bids To Be Received: x:00 x.m. on xxx yy, 20xx__
Liquidated Damages: Project Milestone Dates as follows:
50% completion: $1,000.00 Per Calendar Day
Project Complete: $1,500.00 Per Calendar Day
Name of Contractor
Address
Telephone
State Contractor’s License Number
Department of Industrial Relations Registration Number
(5-2023) Project No. CUP-400

BID PROPOSAL
- 2 -

BID PROPOSAL
WORK IDENTIFICATION: ARNEILL ROAD HOUSING PROJECT NO. CUP-400 NAME AND ADDRESS OF BIDDER:

Before awarding a bid, City will verify that bidder was properly licensed in accordance with Business and Professions Code sections 7000 and following. City will also verify that bidder that (along with all subcontractors listed) are currently registered and qualified to perform public work pursuant to Labor Code section 1725.5; provided, however, that if a bidder is a joint venture (Business & Professions Code §7029.1) then City may accept a non-complying bid provided that the bidder and all listed subcontractors are registered at the time the contract is awarded. Bidder acknowledges that if the bidder is not properly licensed or registered at the time the bid is awarded or as otherwise required by law, the bid will be considered non-responsive and will be rejected.

1. Proposal
(a) Bidder has examined copies of all of the Contract Documents, including without limitation the document wherein each of the other Contract Documents is identified, and accepts all of the terms and conditions of the Contract Documents. (b) Bidder proposes and agrees, if this bid is accepted, to enter into an agreement with City in the form included in the Contract Documents to complete all work as specified in the Contract for the contract price and within the contract time indicated in this bid and in accordance with the Contract Documents. (c) This bid will remain open and not be withdrawn for the period specified in the Instructions to Bidders. If awarded the bid, bidder will sign the Contract and submit the bonds, certificates and other documents required by the Contract Documents within 10 days after the date of the Notice of Award of Contract. (d) Bidder has examined the site and locality where the work is to be performed and the legal requirements and conditions affecting the cost, progress and performance of the work in strict accordance with the Contract Documents.

2. Payroll and Compliance Reports
Each contractor and subcontractor must keep an accurate payroll record, showing the name, address, social security number, work classification, straight time and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed by the contractor or subcontractor in connection with the public work. Such records must be certified and made available for inspection at all reasonable hours at the principal place of the contractor as required by Labor Code section 1776. In the case (5-2023) Project No. CUP-400

BID PROPOSAL
- 3 -

of state funded public works projects, certified payroll reports must be provided to City on a weekly basis.

3. Bid
If the Contract Documents include a Unit Price List, bidder acknowledges that the total bid sum shown on the Bid Schedule(s) and the estimated quantities and amounts shown on the Unit Price List are for purposes of comparison of bids only. Bidder also acknowledges that City does not expressly or by implication agree that the actual amount of work will correspond therewith, but reserves the right to increase or decrease the amount of any class or portion of the work as may be deemed necessary or expedient by the City and that final payment will be made at the unit prices bid, upon the basis of actual measured quantities as determined by the Senior Planner (Housing) or his/her designee.

Bidder acknowledges that the total Bid Schedule(s) and all sums shown on any Unit Price List attached thereto, includes (i) all labor, materials, tools, equipment and services and all taxes, insurance, other general expenses, overhead and profit and (ii) all trenching, backfilling, grading, excavation and fill, resurfacing of every character, grubbing and clearing and removal of all obstructions necessary for the doing of the work, the preservation of existing structures, shrubs, and trees, where required, and the shoring, bridging and bracing required and incident to the doing of the work, together with all fittings and joints, of every character, connected in place, area clean-up, traffic protection, and the reconstruction and severances required in the doing of the work.

Items for which quantities are indicated as “Lump Sum,” “L.S.,” “job” or words of like import will be paid for at the price named. Such payment will be full compensation for the work named and all work appurtenant thereto required by the contract that is not specifically provided for by other pay items.

4. Schedule
Bidder understands that timely completion is important to City. Therefore, time being of the essence, bidder proposes that the work will be commenced and will be completed as specified herein and in Section 15 of the Instructions to Bidders.

5. Addenda
Bidder acknowledges receipt of Addenda identified as:
(5-2023) Project No. CUP-400

BID PROPOSAL
- 4 -

6. Bidder Information
(a) Bidder has ________ years of experience as a contractor in construction work. (b) Bidder has recently completed the three following construction works similar in character and magnitude to the work included in the bid in accordance with Section

3.6 of the Instructions to Bidders:

Class
Amount
Class
of Work
Date
Completed Name/Address/Telephone # of Owner

7. Designation of Subcontractors
In compliance with the Subletting and Subcontracting Fair Practices Act, Public Contracts Code section 4100 and following, listed on page 5 is each subcontractor who will perform work or labor or render service to the bidder in or about the construction of the work or will specifically fabricate and install a portion of the work in an amount in excess of one half of one percent (0.5%) of the total bid sum. (List only one subcontractor for each portion of the work as is defined by the bidder in this bid.) No other subcontractors may be used other than those specified without written approval of the Senior Planner (Housing); such approval will be made upon showing by the contractor of good and sufficient cause.

Failure to specify a subcontractor or specifying more than one subcontractor for the same portion of work to be performed under the contract in excess of one-half of one percent (0.5%) of the total bid constitutes an agreement that the contractor is fully qualified and will perform that portion of the work. Any contractor who subcontracts for any portion of work not set forth herein, except as otherwise provided by Public Contract Code sections 4107 or 4109, will be subject to the penalties set forth in Public Contract Code sections 4110 and 4111. (5-2023) Project No. CUP-400

BID PROPOSAL
- 5 -

PROPOSAL

LIST OF SUBCONTRACTORS
WORK IDENTIFICATION: ARNEILL ROAD HOUSING PROJECT NO. CUP-400

NAME AND ADDRESS OF BIDDER:

Completion of this form must comply with Section 7 of the Bid Proposal.

Name/Address/State License
Number of Subcontractor
Department of Industrial
Relations Registration
Number* Items of Work
Portion of Work
(% of Contract Price)
% of Total Contract
Price by Subcontract
% of Total Contract
Price by Contractor
*Pursuant to Division 2, Part 7, Chapter 1 (commencing with section 1720 including section 1725.5) of the Labor Code (5-2023) Project No. CUP-400

BID PROPOSAL
- 6 -

8. Attachments
The following documents, signed in accordance with Section 7 of the Instructions to Bidders, are attached to, and made a part of, this Bid Proposal:
(a) Noncollusion Declaration, as required by Public Contract Code section 7106 and made a part of this Bid Proposal.
(b) Required Bidder’s Security in the form of
(c) Unit Price List, if required
(d) Federal Certificate, if required
(e) Other pertinent Documents (list here and attach to this bid) Dated this __________ day of ____________________, 20____. (5-2023) Project No. CUP-400

BID PROPOSAL
- 7 -

If BIDDER is:

An Individual
By:
(Print Individual’s Name)
doing business as
Business Address:

Telephone Number:

Signature
A Partnership
(Firm Name)
By:
(Print General Partner’s Name)
(Title)
Business Address:

Telephone Number:

Signature
(5-2023) Project No. CUP-400

BID PROPOSAL
- 8 -

A Corporation
(Corporation Name)
(State of Incorporation)
By:
(Print Name and Title of Person Authorized to Sign)
(Corporate Seal)
Signature
Attest:
(Secretary)
Business Address:

Telephone Number:

Signature
A Joint Venture
By:
(Print Name)
(Address and Telephone Number)
By:
(Print Name)
(Address and Telephone Number)

Signature

Signature
(5-2023) Project No. CUP-400

BID PROPOSAL
- 9 -

NONCOLLUSION DECLARATION

TO BE EXECUTED BY BIDDER

AND SUBMITTED WITH BID
The undersigned declares:

I am the _________________ of ______________, the party making the foregoing bid.

The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The bid is genuine and not collusive or sham. The bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid. The bidder has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or to refrain from bidding. The bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder. All statements contained in the bid are true. The bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof, to effectuate a collusive or sham bid, and has not paid, and will not pay, any person or entity for such purpose.

Any person executing this declaration on behalf of a bidder that is a corporation, partnership, joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that he or she has full power to execute, and does execute, this declaration on behalf of the bidder.

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

Executed this ________ day of ___________________, 20___, at _____________________, California.

Firm (print or type) Signature
(5-2023) Project No. CUP-400

BID PROPOSAL
- 10 -

BID SCHEDULE
The amount offered by Bidder is complete compensation for all supervision, general conditions, labor, materials, deliverables, furnishings, equipment, services, quality control, protection, security, and ancillary tasks necessary, whether specifically defined or not, to complete the Project as defined by these Bid Documents including compliance with and referenced requirements

BID ITEM NO. 01: As total compensation, Bidder offers to complete all Project Work identified in the Bid Documents for the lump sum amount of

Bid Total (IN NUMBERS): $ .

Bid Total (IN WORDS): ________________________________________________________

_____________________________________________________________________________

PURSUANT TO PUBLIC CONTRACT CODE SECTION 20103.8, THIS IS THE ONLY AMOUNT

THAT WILL BE CONSIDERED BY CITY FOR SELECTION OF THE RESPONSIVE AND RESPONSIBLE BIDDER OFFERING THE LOWEST PRICE.

MANDATORY REQUIREMENT TO PROVIDE THE BASELINE SCHEDULE OF VALUES

As part of its Bid, Bidder shall provide a Baseline Schedule of Values utilizing the below form. Bidder’s Schedule of Values shall comply with the requirements of the Schedule of Values Narrative.

Failure to provide the Baseline Schedule of Values at the time the bid is due may result in the Bid being deemed non-responsive.

City may reject as nonresponsive any Bid where the Baseline SOV provided by the potential Successful Bidder unevenly weights or allocates costs, including but not limited to overhead and profit to one or more particular line items.

All values identified on the Schedule of Values shall numerically sum to the Total Amount in Bid Item No. 01 above.

SCHEDULE OF VALUES NARRATIVE

MANDATORY SCHEDULE OF VALUES LINE REQUIREMENTS
The Baseline SOV is a divisional breakdown of the Bid that follows the specifications as a basis. The values included in the Baseline SOV shall provide for and comply fully with the following:
(L) Contractor’s complete cost to bid, manage and close-out the project in accordance with the contract documents.
(L) Contractor’s Direct and Indirect Overhead.
(5-2023) Project No. CUP-400

BID PROPOSAL
- 11 -

(L) All insurance costs as required by the contract documents. (L) All bonding costs as required by the contract documents. (L) Contractor’s total project profit.
(L) All costs associated with mobilization / demobilization (L) All costs for the administrative and close-out requirements. (L) Costs for all warranties as required by the contract documents. (L) Costs for site security (considered part of General Requirements) (L) Costs of material protection and quality control
(L) Cost of all self-performed work by the Contractor including labor, material, equipment, and general expenses.
(L) All construction related costs including labor, material, equipment, subcontractor, and general expenses

(5-2023) Project No. CUP-400

BID PROPOSAL
- 12 -

SCHEDULE OF VALUES
ITEM
NO. ITEM DESCRIPTION

UNIT OF
MEASURE ITEM TOTAL ($)
1 General Requirements and General Conditions LS
3 Concrete LS
4 Masonry LS
5 Metals LS
6 Woods, Plastics, and Composites
LS
7 Thermal and Moisture Protection
LS
8 Openings LS
9 Finishes LS
10 Specialties LS
11 Equipment LS
12 Furnishings LS
22 Plumbing LS
23 HVAC and HVAC Controls LS
(5-2023) Project No. CUP-400

BID PROPOSAL
- 13 -

26 Electrical LS
28 Electronic Safety and Security LS
31 Earthwork LS
32 Exterior Improvements LS
33 Utilities LS
98 Payment and Performance Bonds LS
99 Profit, Overhead, & Warranty LS
Total Bid (Must Equal Bid Item 01).
(5-2023) Project No. CUP-400

BID PROPOSAL
- 14 -

BIDDER’S INFORMATION CERTIFICATION
Bidder certifies that the following information is true and correct:

Bidder’s Name
Business Address
Telephone
State Contractor’s License No. and Class
Original Date Issued Expiration Date
The following are the names, titles, addresses, and phone numbers of all individuals, firm members, partners, joint venturers, or corporate officers having a principal interest in this bid:

The dates of any voluntary or involuntary bankruptcy judgments against any principal having an interest in this bid are as follows:

All current and prior DBAs, alias, and/or fictitious business names for any principal having an interest in this bid are as follows:

I declare under penalty of perjury under the laws of the State of California that the above representations are true and correct.

Executed this ________ day of ___________________, 20___, at _____________________, California.

Signature and Title of Authorized Official
(5-2023) Project No. CUP-400

BID PROPOSAL
- 15 -

DECLARATION OF ELIGIBILITY TO CONTRACT
The undersigned, a duly authorized representative of the bidder, certifies and declares that:

1. The bidder is aware of Labor Code sections 1771.1 and 1777.7, which prohibit a contractor or subcontractor who has been found by the Labor Commissioner o r the Director of Industrial Relations to be in violation of certain provisions of the Labor Code from bidding on, being awarded, or performing work as a subcontractor on a public works project for specified periods of time.

2. The bidder is currently registered and qualified to perform public work pursuant to Labor Code section 1725.5 and is not prohibited from bidding on, being awarded, or performing work as a contractor or subcontractor on a public works project under Labor Code sections 1771.1 and 1777.7, or any other provision of law; provided, however, that if a bidder is a joint venture (Business & Professions Code § 7029.1) then City may accept a non-complying bid provided that the bidder and all listed subcontractors are registered at the time the contract is awarded.

3. The bidder is aware of Public Contract Code section 6109, which states:
(a) A public entity, as defined in Section 1100 [of the Public Contract Code], may not permit a contractor or subcontractor who is ineligible to bid or work on, or be awarded, a public works project pursuant to Section 1771.1 or 1777.7 of the Labor Code to bid on, be awarded, or perform work as a subcontractor on, a public works project. Every public works project shall contain a provision prohibiting a contractor from performing work on a public works project with a subcontractor who is ineligible to perform work on the public works project pursuant to Section 1777.1 or 1777.7 of the Labor Code. (b) Any contract on a public works project entered into between a contractor and a debarred subcontractor is void as a matter of law. A debarred subcontractor may not receive any public money for performing work as a subcontractor on a public works contract, and any public money that may have been paid to a debarred subcontractor by a contractor on the project will be returned to the awarding body. The contractor is responsible for the payment of wages to workers of a debarred subcontractor who has been allowed to work on the project.

4. The bidder has investigated the eligibility of each and every subcontractor that bidder intends to use on this public works project, and determined that none of them is ineligible to perform work as a subcontractor on a public works project by virtue of Public Contract Code section 6109, Labor Code sections 1725.5, 1771.1 and 1777.7, or any other provision of law.

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

Executed this ________ day of ___________________, 20___, at ______________________, California.

Signature and Title of Authorized Official
(5-2023) Project No. CUP-400

BID PROPOSAL
- 16 -

BID BOND
(not necessary when certified check or cash accompanies bid) PROJECT TITLE: ___________________

WHEREAS,
(“Contractor”) intends to submit a bid to the City of Camarillo, California, a municipal corporation (“City”), for the work identified as follows:

NOW, THEREFORE, we, the Contractor, as Principal, and
,
a corporation organized and existing under the laws of the State of and duly authorized to transact business under the laws of the State of California, as Surety, are held and firmly bond unto City in the sum of
dollars ($_______________________)
lawful money of the United States of America, such sum being not less than ten percent (10%) of the bid amount for the payment of which sum to be made, the Principal and Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if City accepts the bid of the Principal and enters into a contract in accordance with the terms of the bid, the Principal must give the bonds, certificates and other documents as required by the Notice Inviting Bids or the other contract documents. In the event Principal fails to enter into such contract or provide the bonds, certificates or other documents, City may apply this security to the difference between the low bid and the next lowest bidder with whom City contracts to perform the work covered by the bid; the surplus, if any, will be returned to Surety. In case suit is brought upon this bond, the court will fix and award and the Surety must pay, in addition to the face amount hereof, all costs and reasonable attorney’s fees incurred by City in successfully enforcing the obligations of this bond. (5-2023) Project No. CUP-400

BID PROPOSAL
- 17 -

IN WITNESS THEREOF, we have hereunto set our hands and seals this day of , 20 .
(affix seal below) [PRINCIPAL]
By
Title
(affix seal below) [SURETY]
By
Title
Address

[P.C.C. §§ 20170, 20171]
* ALL SIGNATURES ON THIS BID BOND MUST BE NOTARIZED USING APPROPRIATE 8 ½” x 11” NOTARY ACKNOWLEDGEMENT FORM.
** Corporations must affix corporate seal.
(5-2023) Project No. CUP-400

BID PROPOSAL
- 18 -

CERTIFICATION FOR CONTRACTS,

GRANTS, AND COOPERATIVE AGREEMENTS
(Federal Fiscal Year October 1, 20____, to September 30, 20____) I, ,
(Name and Title of Grantee Official)
hereby certify on behalf of that
(Name of Grantee)
(1) No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement.
(2) If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an office or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned must complete and submit Standard Form-LLL, “Disclosure Form to Report Lobbying,” in accordance with its instructions.

This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by Section 1352, Title 31, U. S. Code. Any person who fails to file the required certification will be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure.

Executed this __________ day of __________________, 20____.

By:
(Signature of Authorized Official)

(Title of Authorized Official)
(5-2023) Project No. CUP-400

BID PROPOSAL
- 19 -

CERTIFICATION REGARDING DEPARTMENT OF INDUSTRIAL

RELATIONS CONTRACTOR / SUBCONTRACTOR REGISTRATION
By my signature hereunder, as the Contractor, I certify that Contractor, and all Subcontractors listed on the “List of Subcontractors” are registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5.

Contractor’s Department of Industrial Relations registration number is _____________.

Subcontractors’ Department of Industrial Relations registration numbers are as indicated in the Subcontractors List.

Executed this __________ day of __________________, 20____.

By:
(Signature of Authorized Official)

(Title of Authorized Official)
(6-2025) Project No. CUP-400

CONTRACT

Page 1 of 11 ends

CITY OF CAMARILLO

COMMUNITY DEVELOPMENT CONTRACT
This contract (“Contract”) is effective as of __________________________, and is between the CITY OF CAMARILLO, a California general law city and municipal corporation (“City”), and ____________________________________, a corporation/partnership/limited liability company (“Contractor”), collectively referred to as the “Parties.” Section 1. Recitals. This Contract is entered into with respect to the following facts:

1.1 City noticed and received bids for the work involved in the Arneill Road Housing Project - Project No. CUP-400 (“Project”), which is more fully described in the Contract Documents.

1.2 The City Council of City determined that Contractor was the lowest responsive and responsible bidder and awarded to Contractor the bid.

1.3 Contractor has represented it is qualified to perform all of the work required to complete the Project.

1.4 Contractor has agreed to perform all such work in the time and manner set forth in the Contract Documents.

1.5 The City Council of City has determined that the public interest, convenience and necessity require the execution of this Contract and its implementation.

Section 2. Contract Documents. This Contract consists of the following documents (“Contract Documents”), all of which are made a part of this Contract:

2.1 Notice Inviting Bids

2.2 Instructions to Bidders

2.3 Bid Proposal, as accepted, including the Certificate of Bidders’ Experience and Qualifications and the List of Subcontractors

2.4 Notice of Award

2.5 Notice to Proceed

2.6 This Contract

2.7 Verification of California Contractor’s License

2.8 Contractor’s Certificate Regarding Workers’ Compensation

2.9 Security for payment (labor and materials)

2.10 Security for performance
(6-2025) Project No. CUP-400

CONTRACT

Page 2 of 11 ends

2.11 Certificate(s) of Insurance

2.12 General Conditions/Specifications

2.13 Special Provisions

2.14 Plans and Standard Drawings

2.15 Prevailing Wage Scales

2.16 S. S. P. W. C.

2.17 Addenda Nos.

2.18 Other documents (list here)
Exhibit A – Compensation
Exhibit B – Insurance
Exhibit C – Adjustment for New Tariffs or Tariff Increases Section 3. The Work.

3.1 The work (“Work”) to be performed by Contractor is described in the Contract Documents.

3.2 In completing the Work, Contractor must employ, at a minimum, the applicable generally accepted professional standards of its industry in existence at the time of performance as utilized by persons engaging in similar work.

3.3 Except as specifically provided in the Contract Documents, Contractor must furnish, at its sole expense, all of the labor, materials, tools, equipment, services and transportation necessary to perform all of the Work.

3.4 Contractor must perform all of the Work in strict accordance with the Contract Documents.

Section 4. Time to Perform the Work.

4.1 Time is of the essence with respect to Contractor’s Work. Contractor agrees to diligently pursue performance of the Work within the time specified by the Contract Documents.

4.2 Contractor will be excused from any delay in performance or failure to perform due to causes beyond the control of Contractor. Such causes include, but are not limited to, acts of God, acts of terrorism, acts of federal, state or local governments, acts of City, court orders, fires, floods, epidemics, strikes, embargoes, and unusually severe weather.
(6-2025) Project No. CUP-400

CONTRACT

Page 3 of 11 ends

4.3 If Contractor is delayed by any cause beyond Contractor’s control, City may, but is not required to, grant a time extension for the completion of the Work. If delay occurs, Contractor must notify City in writing within 48 hours of the cause and the extent of the delay and how such delay interferes with Contractor’s performance of the Work.

Section 5. Compensation and Payment.

5.1 Subject to any limitations provided in the Contract Documents, City agrees to pay Contractor as full consideration for the faithful performance of all of the Work the compensation set forth in Exhibit A (“Compensation”), which is made a part of this Contract.

5.2 Contractor must furnish City with a Pay Estimate for the Work performed in accordance with the Contract Documents. Contractor may not submit a Pay Estimate more often than once every 30 days.

5.3 City will review each Pay Estimate and determine whether the Work performed is in accordance with the Contract Documents. The Director of Community Development (“Director”) may require Contractor to provide a release of all undisputed Contract amounts contained in the Pay Estimate.

5.4 If City disputes any item on a Pay Estimate, City will give Contractor notice stating the reasons for the dispute. The Parties will meet and confer in good faith to attempt to resolve the dispute.

5.5 Except as to any charges for the Work performed that City disputes and the City’s standard five-percent retention of the approved progress payment, City will cause Contractor to be paid within 30 days of the date of the approved invoice or the date that Contractor furnishes City with a release of all undisputed Contract amounts, whichever occurs later.

5.6 In the event there is any claim specifically excluded by Contractor from the operation of any release, City may retain an amount not to exceed the amount of the excluded claim.

Section 6. Labor Code and Prevailing Wage Requirements.

6.1 Contractor agrees to comply with the requirements of California Labor Code sections 1810 through 1815. Eight hours of labor constitutes a legal day’s work per Labor Code section 1810. Contractor will forfeit the statutory penalty to City for each worker employed in the execution of this Contract by Contractor or any subcontractor for each calendar day during which such worker is required or permitted to work more than eight hours in any one calendar day and 40 hours in any one calendar week in violation of the provisions of Labor Code sections 1810 through 1815.

6.2 Copies of the determination of the Director of the Department of Industrial Relations of the prevailing rate of per diem wages for each craft, classification or (6-2025) Project No. CUP-400

CONTRACT

Page 4 of 11 ends

type of worker needed to execute this Contract are available for download from the State website: https://www.dir.ca.gov/OPRL/dprewagedetermination.htm.

6.3 Contractor must post at the work site, or if there is no regular work site then at its principal office, for the duration of the Contract, a copy of the determination by the Director of the Department of Industrial Relations of the specified prevailing rate of per diem wages. (Labor Code § 1773.2.) When applicable, copies of the prevailing rate of per diem wages will be on file at City’s Department of Community Development and available to Contractor and any other interested party upon request.

6.4 Contractor, and any subcontractor engaged by Contractor, may pay not less than the specified prevailing rate of per diem wages to all workers employed in the execution of the contract. (Labor Code § 1774.) Contractor is responsible for compliance with Labor Code section 1776 relative to the retention and inspection of payroll records.

6.5 Contractor must comply with all provisions of Labor Code section 1775. Under Section 1775, Contractor will forfeit the statutory penalty to City for each worker employed in the execution of the Contract by Contractor or any subcontractor for each calendar day, or portion thereof, in which the worker is paid less than the prevailing rates. Contractor may also be liable to pay the difference between the prevailing wage rates and the amount paid to each worker for each calendar day, or portion thereof, for which each worker was paid less than the prevailing wage rate.

6.6 Nothing in this Contract prevents Contractor or any subcontractor from employing properly registered apprentices in the execution of the Contract. Contractor is responsible for compliance with Labor Code section 1777.5 for all apprenticeable occupations. This statute requires that contractors and subcontractors must submit contract award information to the applicable joint apprenticeship committee, must employ apprentices in apprenticeable occupations in a ratio of not less than one hour of apprentice’s work for every five hours of labor performed by a journeyman (unless an exception is granted under § 1777.5), must contribute to the fund or funds in each craft or trade or a like amount to the California Apprenticeship Council, and that contractors and subcontractors must not discriminate among otherwise qualified employees as apprentices solely on the ground of sex, race, religion, creed, national origin, ancestry or color. Only apprentices defined in Labor Code section 3077, who are in training under apprenticeship standards and who have written apprentice contracts, may be employed on public works in apprenticeable occupations.

6.7 Contractor has reviewed and agrees to comply with any applicable provisions for any public work subject to Department of Industrial Relations (DIR) Monitoring and Enforcement of prevailing wages, including the registration requirements of Labor Code Section 1771.1(a). City hereby notifies Contractor that Contractor is responsible for submitting certified payroll records directly to the State Compliance Monitoring Unit (CMU). For further information concerning compliance monitoring please visit the website location at: https://www.dir.ca.gov/dlse/cmu/cmu.html. (6-2025) Project No. CUP-400

CONTRACT

Page 5 of 11 ends

6.8 Contractor must comply with Labor Code section 1771.1(a), which provides that Contractor may award any contracts and subcontracts for work that qualifies as a “public work” only to subcontractors which are at that time registered and qualified to perform public work pursuant to Labor Code Section 1725.5. Contractor must obtain proof of such registration from all such subcontractors.” Section 7. Non-Discrimination. Contractor, its officers, agents, employees, and subcontractors may not discriminate in the employment of persons to perform the Work in violation of any federal or state law prohibiting discrimination in employment, including based on the race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical condition, genetic information, marital status, sex, gender, gender identity, gender expression, age, sexual orientation, of any person, except as provided under California Government Code section 12940. Contractor is responsible for compliance with this section.

Section 8. General Legal Compliance.

8.1 In performing the Work, Contractor must comply with all applicable statutes, laws and regulations, including, but not limited to, OSHA requirements and the Camarillo Municipal Code.

8.2 Contractor must, at Contractor’s sole expense, obtain all necessary permits and licenses required for the Work, and give all necessary notices and pay all fees and taxes required by law, including, without limitation, any business license tax imposed by City. Contractor is exempt from any City encroachment permit fee pursuant to Camarillo Municipal Code Section 13.04.020.

8.3 Contractor must maintain a valid California Contractor’s License throughout the term of this Contract.

Section 9. Clayton and Cartwright Act Assignments. In entering into this Contract or a contract with a subcontractor to supply goods, services, or materials pursuant to this Contract for the Project, Contractor and any subcontractor will be deemed to have offered and agreed to assign to City all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Sec. 15) or under the Cartwright Act (Chapter 2, commencing with Section 16700 of Part 2 of Division 7 of the California Business and Professions Code), arising from purchases of goods, services, or materials for the Project. This assignment will be deemed made and will become effective at the time City tenders final payment to Contractor, without further acknowledgement by the Parties.

Section 10. Independent Contractor. Contractor is and will at all times remain as to City a wholly independent contractor. Neither City nor any of its officers, employees, or agents will have control over the conduct of Contractor or any of Contractor’s officers, employees, agents or subcontractors, except as expressly set forth in the Contract Documents. Contractor may not at any time or in any manner represent that it or any of its officers, employees, agents, or subcontractors are in any manner officers, employees, agents or subcontractors of City.

Section 11. Indemnification.
(6-2025) Project No. CUP-400

CONTRACT

Page 6 of 11 ends

11.1 Contractor agrees to the fullest extent permitted by law to (1) immediately defend and (2) indemnify City from and against, any and all claims and liabilities, regardless of the nature or type, that arise out of, pertain to, or relate to the negligence, recklessness, or willful misconduct of Contractor, or its officers, employees, agents, or subcontractors committed in performing any Work under this Contract or the failure to comply with any of the obligations of this Contract (collectively, “Claims”). The Claims subject to Contractor’s duties to defend and indemnify include, without limitation, all claims, actions, causes of action, proceedings, suits, losses, damages, penalties, fines, judgments, liens, levies, and associated investigation and administrative expenses. Such Claims also include defense costs, including reasonable attorneys’ fees and disbursements, expert fees, court costs, and costs of alternative dispute resolution.

11.2 Contractor’s duty to defend is a separate and distinct obligation from Contractor’s duty to indemnify. Contractor is obligated to defend City in all legal, equitable, administrative, or special proceedings, with counsel approved by City, immediately upon tender to Contractor of the Claim in any form or at any stage of an action or proceeding, whether or not liability is established. An allegation or determination that persons other than Contractor are responsible for the Claim does not relieve Contractor from its separate and distinct obligation to defend under this section.

The obligation to defend extends through final judgment, including exhaustion of any appeals. The defense obligation includes an obligation to provide independent defense counsel if Contractor asserts that liability is caused in whole or in part by the negligence or willful misconduct of any City indemnified party. If it is finally adjudicated that liability was caused by the comparative active negligence or willful misconduct of any City indemnified party, then Contractor may submit a claim to City for reimbursement of reasonable attorneys’ fees and defense costs in proportion to the established comparative liability of the City indemnified party.

11.3 Contractor agrees that its defense and indemnification obligation under this section, includes the reasonable costs of attorneys’ fees incurred by the City Attorney’s office to monitor and consult with Contractor regarding the defense of any Claims, including providing direction with regard to strategy, preparation of pleadings, settlement discussions, and attendance at court hearings, mediations, or other litigation related appearances. City will use its best efforts to avoid duplicative attorney work or appearances in order to keep defense costs to a reasonable minimum.

11.4 Contractor agrees that settlement of any Claim will require the consent of City.

City agrees that its consent will not be unreasonably withheld provided that Contractor is financially able (based on demonstrated assets) to fulfill its obligation to indemnify City for the costs of any such settlement as required under this Contract.

11.5 Contractor’s obligation to indemnify City applies unless it is finally adjudicated that the liability was caused by the sole active negligence or sole willful misconduct of a City indemnified party. If a Claim is finally adjudicated and a determination made that liability was caused by the sole active negligence or sole willful misconduct of a City indemnified party, then Contractor’s indemnification obligation will be reduced in proportion to the established comparative liability. (6-2025) Project No. CUP-400

CONTRACT

Page 7 of 11 ends

11.6 For the purposes of this section, “City” includes City’s officers, officials, employees and agents.

11.7 The provisions of this section will survive the expiration or earlier termination of this Contract.

Section 12. Insurance. Contractor agrees to have and maintain in full force and effect during the term of this Contract the insurance coverages listed in Exhibit B (“Insurance”), which is made a part of this Contract.

Section 13. Notice.

13.1 All written notices required or permitted to be given under this Contract will be deemed made when received by the other Party at its respective address as follows:

To City: City of Camarillo
601 Carmen Drive
Camarillo, California 93010
Attention: James Fowler
(Tel.) 805-388-5363
E-Mail [email protected]
To Contractor:

Attention:
(Tel.)
(Fax)
E-Mail

13.2 Notice will be deemed effective on the date personally delivered or transmitted by facsimile or email. If the notice is mailed, notice will be deemed given three days after deposit of the same in the custody of the United States Postal Service, postage prepaid, for first class delivery, or upon delivery if using a major courier service with tracking capabilities.

13.3 Any Party may change its notice information by giving notice to the other Party in compliance with this section.

Section 14. City Rights of Termination and to Complete the Work.

14.1 The occurrence of any of the following is a default by Contractor under this Contract:

14.1.1 Contractor refuses or fails to prosecute the Work or any part thereof with such diligence as will insure its completion within the time specified or any permitted extension.
(6-2025) Project No. CUP-400

CONTRACT

Page 8 of 11 ends

14.1.2 Contractor fails to complete the Work on time.

14.1.3 Contractor is adjudged bankrupt, or makes a general assignment for the benefit of creditors, or a receiver is appointed on account of Contractor’s insolvency.

14.1.4 Contractor fails to supply enough properly skilled workers or proper materials to complete the Work in the time specified.

14.1.5 Contractor fails to make prompt payment to any subcontractor or for material or labor.

14.1.6 Contractor fails to abide by any applicable laws, ordinances or instructions of City in performing the Work.

14.1.7 Contractor breaches or fails to perform any obligation or duty under the Contract.

14.2 Upon the occurrence of a default by Contractor, City will serve a written notice of default on Contractor specifying the nature of the default and the steps needed to correct the default. Unless Contractor cures the default within 10 days after the service of such notice, or satisfactory arrangements acceptable to City for the correction or elimination of such default are made, as determined by City, City may thereafter terminate this Contract by serving written notice on Contractor. In such case, Contractor will not be entitled to receive any further payment, except for Work actually completed prior to such termination in accordance with the provisions of the Contract Documents.

14.3 If the Senior Planner (Housing) determines that the default should be cured in less than 10 days, then the written notice of default served on the Contractor will specify the shorter deadline for the Contractor to cure the default.

14.4 In event of a termination of this Contract, the City will also immediately serve written notice of the termination upon Contractor’s surety. The surety will have the right to take over and perform pursuant to this Contract; provided, however, that if the surety does not give City written notice of its intention to take over and perform this Contract within five days after service of the notice of termination or does not commence performance within 10 days from the date of such notice, City may take over the Work and prosecute the same to completion by contract or by any other method it may deem advisable for the account and at the expense of Contractor.

Contractor and the surety will be liable to City for any and all excess costs or other damages incurred by City in completing the Work.

14.5 If City takes over the Work as provided in this Section, City may, without liability for so doing, take possession of, and utilize in completing the Work, such materials, appliances, plant, and other property belonging to Contractor as may be on the site of the Work and necessary for the completion of the Work.

14.6 If City takes over the Work, City may also take possession of outstanding materials on order for the completion of the project, upon payment to the vendor. All excess (6-2025) Project No. CUP-400

CONTRACT

Page 9 of 11 ends

costs incurred by City in obtaining such materials, will be the responsibility of the Contractor.

14.7 If the Contractor does not cure a default within the time period required, then in lieu of terminating of the Contract, the City, in its sole discretion, may take action to cure the default and all costs incurred by City to cure the default will be deducted from any amount otherwise due to the Contractor.

Section 15. Project Documents. All data, drawings, maps, models, notes, photographs, reports, studies and other documents (collectively, “Project Documents”) prepared, developed or discovered by Contractor in the course of performing any of the Work under this Contract will become the sole property of City. Upon the expiration or termination of this Contract, Contractor must turn over all original Project Documents to City in its possession, but may retain copies of any of the Project Documents it may desire.

Section 16. General Provisions.

16.1 Authority to Execute. Each Party represents and warrants that all necessary action has been taken by such Party to authorize the undersigned to execute this Contract and to bind it to the performance of its obligations.

16.2 Assignment. Contractor may not assign this Contract without the prior written consent of City, which consent may be withheld in City’s sole discretion since the experience and qualifications of Contractor were material considerations for this Contract.

16.3 Binding Effect. This Contract is binding upon the heirs, executors, administrators, successors and permitted assigns of the Parties.

16.4 Integrated Contract. This Contract, including the Contract Documents, is the entire, complete, final and exclusive expression of the Parties with respect to the Work to be performed under this Contract and supersedes all other agreements or understandings, whether oral or written, between Contractor and City prior to the execution of this Contract.

16.5 Modification of Contract. No amendment to or modification of this Contract will be valid unless made in writing and approved by Contractor and by the City Council or City Manager, as applicable. The Parties agree that this requirement for written modifications cannot be waived and that any attempted waiver will be void.

16.6 Electronic Signatures; Counterparts. This Contract and any amendment will be considered executed when the signature page of a party is delivered by electronic transmission. Such electronic signatures will have the same effect as an original signature. The Contract may be executed in multiple counterparts.

16.7 Waiver. Waiver by any Party of any term, condition, or covenant of this Contract will not constitute a waiver of any other term, condition, or covenant. Waiver by any Party of any breach of the provisions of this Contract will not constitute a waiver of any other provision, or a waiver of any subsequent breach or violation of any (6-2025) Project No. CUP-400

CONTRACT

Page 10 of 11 ends

provision of this Contract. Acceptance by City of any Work performed by Contractor will not constitute a waiver of any of the provisions of this Contract.

16.8 Interpretation. This Contract will be interpreted, construed and governed according to the laws of the State of California. Each party has had the opportunity to review this Contract with legal counsel. The Contract will be construed simply, as a whole, and in accordance with its fair meaning. It will not be interpreted strictly for or against either party.

16.9 Severability. If any term, condition or covenant of this Contract is declared or determined by any court of competent jurisdiction to be invalid, void or unenforceable, the remaining provisions of this Contract will not be affected and the Contract will be read and construed without the invalid, void or unenforceable provision.

16.10 Venue. In the event of litigation between the parties, venue in state trial courts will be in the County of Ventura. In the event of litigation in a U.S. District Court, venue will be in the Central District of California, in Los Angeles. [Signatures on the following page.]
(6-2025) Project No. CUP-400

CONTRACT

Page 11 of 11 ends

The Parties have caused this Contract to be executed by their undersigned authorized agents as follows:

CITY OF CAMARILLO

Greg Ramirez, City Manager
ATTEST:

Carrie Weal, City Clerk

CONTRACTOR
(If not an individual, two signatures are required)

Name and Title

Name and Title
_ __________________________________ _ ________
Camarillo Business Tax Certificate Number Expiration Date (6-2025) Project No. CUP-400

CONTRACT
A-1

EXHIBIT A

COMPENSATION
The total compensation under this Contract will not exceed:
“The sum of $ .”
(6-2025) Project No. CUP-400

CONTRACT
B-1

EXHIBIT B

INSURANCE

1. General Requirements. Contractor must procure and maintain in full force and effect during the term of this Contract the following types of insurance with coverage limits complying, at a minimum, with the limits set forth below:

Type of Insurance Limits
Commercial General Liability $4,000,000 / $8,000,000 (occurrence/aggregate) Business Automobile Liability $2,000,000 combined single Builder’s Risk Equal the full value of the work under the awarded contract
Contractor’s Pollution Liability $1,000,000 (claim/aggregate) Transportation Pollution Liability $1,000,000 combined single Workers’ Compensation Statutory Requirements

2. Insurance Rating. All insurance required to be maintained by Contractor must be issued by companies licensed by or admitted to conduct insurance business in the State of California by the California Department of Insurance and must have a rating of A- or better and Financial Size Category Class VII or better by the latest edition of A.M. Best’s Key Rating Guide, unless otherwise approved by City/District’s legal counsel.

3. Commercial General Liability Insurance. The commercial general liability insurance must meet or exceed the requirements of Insurance Services Office (ISO) form CG 00 01, and must be provided on a per occurrence basis for bodily injury, personal injury, and property damage. The policy must include contractual liability that has not been amended.

The insurance must be on an “occurrence” not a “claims made” basis. Defense costs must be paid in addition to limits. There must be no cross-liability exclusion for claims or suits by one insured against another. The insurance must include a waiver of subrogation applicable to the insurance or self-insurance, a primary and non-contributory endorsement, and an additional insured endorsement, all in favor of the City of Camarillo, its officers, employees and agents, and volunteers; blanket endorsements are acceptable.

Any endorsement restricting standard ISO “insured contract” language will not be accepted.

4. Business Auto Coverage. The business automobile insurance coverage must be at least as broad as ISO Business Auto Coverage form CA 00 01, covering bodily injury and property damage for all activities of the Contractor arising out of or in connection with the services to be performed under this Agreement, including coverage for any owned, hired, non-owned or rented vehicles, in an amount stated above per combined single limit for each accident. Such insurance must include a waiver of subrogation applicable to the insurance or self-insurance, and a primary and non-contributory endorsement, and an additional insured endorsement, all in favor of the City of Camarillo, its officers, employees and agents, and volunteers; blanket endorsements are acceptable. (6-2025) Project No. CUP-400

CONTRACT
B-2

5. Builder’s risk (course of construction). Upon commencement of construction and with approval of City, Contractor shall obtain and maintain builder’s risk (course of construction) for the entire duration of the project until only the City has an insurable interest. The builder’s risk coverage shall include the coverages as specified below. The named insureds shall be Contractor and City of Camarillo, including its officers, officials, employees, and agents. All Subcontractors (excluding those solely responsible for design Work) of any tier and suppliers shall be included as additional insureds as their interests may appear. Contractor shall not be required to maintain property insurance for any portion of the Project following transfer of control thereof to City. The policy shall contain a provision that all proceeds from the builder’s risk policy shall be made payable to the City. The City will act as a fiduciary for all other interests in the Project. Policy shall be provided for replacement value on an “all risk” basis equal to the full value of the work under the awarded contract. There shall be no coinsurance penalty or provisional limit provision in any such policy. Policy must include: (1) coverage for any ensuing loss from faulty workmanship, Nonconforming Work, omission or deficiency in design or specifications; (2) coverage against machinery accidents and operational testing; (3) coverage for removal of debris, and insuring the buildings, structures, machinery, equipment, materials, facilities, fixtures and all other properties constituting a part of the Project; (4) Ordinance or law coverage for contingent rebuilding, demolition, and increased costs of construction; (5) transit coverage (unless insured by the supplier or receiving contractor), with sub-limits sufficient to insure the full replacement value of any key equipment item; (6) Ocean marine cargo coverage insuring any Project materials or supplies, if applicable; (7) coverage with sub-limits sufficient to insure the full replacement value of any property or equipment stored either on or off the Site or any staging area.

Such insurance shall be on a form acceptable to City to ensure adequacy of terms and sub-limits and shall be submitted to the City prior to commencement of construction.

6. Contractor’s pollution liability insurance. Coverage shall provide for liability arising out of sudden, accidental, and gradual pollution, and remediation. The policy limit shall be no less than $1,000,000 per claim and in the aggregate. All activities contemplated in this agreement shall be specifically scheduled on the policy as “covered operations.” The policy shall provide coverage for remediation of the site in the event of an environmental contamination event arising out of the materials, supplies, products, work, operations, or workmanship.

7. Transportation pollution liability insurance. Coverage shall be in an amount not less than $1,000,000 combined single limit per accident and shall include Pollution Liability (CA9948) and MCS-90 Endorsements. The policy shall provide coverage for transportation of pollutants/contaminants to and from the job site and the hauling of waste from the project site to the final disposal location, including non-owned disposal sites.

8. Workers Compensation. If Contractor has any employees, Contractor must maintain workers’ compensation insurance (statutory limits) and employer’s liability insurance (with limits of at least $1,000,000). Such insurance must include a waiver of subrogation endorsement in favor of the City of Camarillo, its officers, employees, agents, and volunteers; a blanket endorsement is acceptable.

9. Umbrella or Excess Liability Insurance. If an excess or umbrella liability policy is used to meet minimum limit requirements, the insurance must provide coverage at least as broad as specified for the underlying coverages. Any such coverage provided under an (6-2025) Project No. CUP-400

CONTRACT
B-3
umbrella or excess liability policy must include a “drop-down provision” requiring the policy to respond in the event that any primary insurance that would otherwise have applied proves to be uncollectable in whole or in part for any reason. Coverage must be provided on a “pay-on-behalf” basis, with defense costs payable in addition to policy limits. There may be no cross-liability exclusion precluding coverage for claims or suits by one insured against another. The policy must “follow form” to the underlying primary policy. Coverage must be applicable to all insureds under the primary policies. The insurance must contain or be endorsed to contain a waiver of subrogation applicable to the insurance or selfinsurance, and a primary and non-contributory endorsement for the benefit of City/District.

The scope of coverage provided is subject to approval of City/District following receipt of the required proof of insurance.

10. Contractor’s Limitations and Endorsements. The Contractor’s insurance policies must not include any endorsements or provisions that limit coverage for the following risks:
explosion, collapse, or underground hazards (XCU); products and completed operations; pollution liability; and contractual liability. These coverages must be specifically included without any exclusions, modifications, or restrictions that would limit the scope of protection otherwise afforded by the basic policies. Any endorsement or exclusion that reduces or eliminates coverage for the above-listed risks is unacceptable.

11. Deductibles and Self-Insured Retention. Any deductibles or self-insured retentions applicable to the insurance policies required under this Agreement must be declared to and approved by City/District. In no event may any required insurance policy have a deductible, self-insured retention or other similar policy provision in excess of $50,000 without prior written approval by City/District in its sole discretion. At the option of City/District, either the insurer will reduce or eliminate such deductibles or self-insured retentions with respect to the City/District’s additional insureds or Contractor will procure a bond guaranteeing payment of any losses, damages, expenses, costs or settlements up to the amount of such deductibles or self-insured retentions.

12. Certificates of Insurance and Endorsements; Notice of Termination or Changes to Policies. Prior to commencing any services under this Agreement, Contractor must file with the City/District certificates of insurance and endorsements evidencing the existence of all insurance required by this Agreement, along with such other evidence of insurance or certified copies of policies as may reasonably be required by City/District. These certificates of insurance and endorsements must be in a form approved by the City/District’s legal counsel. Contractor must maintain current certificates and endorsements on file with City/District during the term of this Agreement reflecting the existence of all required insurance. Each of the certificates must expressly provide that no material change in the policy, or termination or cancellation of the required coverage, will be effective except upon 30 days’ prior written notice to City/District by certified mail, return receipt requested (except for nonpayment for which a 10-day notice is required). The delivery to City/District of any certificates of insurance or endorsements that do not comply with the requirements of this Agreement will not waive the City/District’s right to require compliance. In the event that Contractor’s policies are materially changed, Contractor must provide the City/District with at least 30 days’ prior written notice of the applicable changes. City/District reserves the right to require complete, certified copies of all required insurance policies at any time.

13. Failure to Maintain Required Insurance. If Contractor, for any reason, fails to have in place at all times during the term of this Agreement all of the required insurance coverage, (6-2025) Project No. CUP-400

CONTRACT
B-4
the City/District may, but is not obligated to, obtain such coverage at Contractor’s expense and deduct the cost from the sums due Contractor. Alternatively, City/District may terminate the Agreement.

14. Effect of Coverage. The existence of the required insurance coverage under this Agreement will not be deemed to satisfy or limit Contractor’s indemnity obligations under this Agreement. Contractor acknowledges that the insurance coverage and policy limits set forth in this Agreement constitute the minimum coverage and policy limits required.

Should any coverage carried by the Contractor or any subcontractor of any tier have limits of liability that exceed the limits or have broader coverage than required in this Agreement, those higher limits and that broader coverage are deemed to apply for the benefit of any person or organization included as an additional insured and those limits and broader coverage will become the required minimum limits and insurance coverage in all sections of this Agreement. Any insurance proceeds available to City/District in excess of the limits and coverages required by this Agreement, and which is applicable to a given loss, must be made available to City/District to compensate it for such losses.

15. Required Insurance for Subcontractors. Contractor agrees to ensure that any subcontractors providing services under this Agreement provide the same minimum insurance coverage and endorsements required of Contractor. Contractor agrees to review and monitor all such coverage and assumes responsibility for ensuring that such coverage is provided in conformity with the requirements of this Agreement.

16. Right to Revise Insurance Specifications. City/District reserves the right to change the amounts and types of insurance required by giving Contractor at least 90 days advance written notice of such change. If such change results in substantial additional cost to Contractor, the parties may renegotiate Contractor’s compensation.

17. Timely Notice of Claims. Contractor must give City/District prompt notice of claims made of lawsuits initiated that arise out of or result from Contractor’s performance under this Agreement, and that involve or may involve coverage under any of the required liability insurance policies.
(6-2025) Project No. CUP-400

CONTRACT
C-1

EXHIBIT C

ADJUSTMENT FOR NEW TARIFFS OR TARIFF INCREASES

1. ENTITLEMENT TO ADJUSTMENT

1.1 If, after the date of Contractor's solicitation submission, the United States government imposes or increases tariffs that directly and demonstrably affect the unit pricing or availability of materials or equipment required for the Work, and such increases were unavoidable, and not reasonably foreseeable at the time of solicitation submission, Contractor may be entitled to an adjustment to the Contract Sum subject to the conditions and limitations set forth in this provision.

2. LIMITATIONS ON ENTITLEMENT

2.1 Reasonably Foreseeable Increases. Contractor shall not be entitled to any adjustment to the Contract Sum for new tariffs or tariff increases that were reasonably foreseeable at the time of solicitation submission. For purposes of this provision, "new tariffs or tariff increases that were reasonably foreseeable" include, without limitation:
a. Any increase in the applicable tariff or tariffs to a level which was already in effect, plus ten percent (10%), at any point during the past ten years; b. Any new tariff or increase in tariff level that was Already Announced prior to solicitation submission, regardless of whether it had taken effect;
i. “Already Announced” includes, without limitation, the following circumstances:

A. Notice of a pertinent tariff, or tariff level, has been published by the United States International Trade Commission, or other federal agency, as of the solicitation submission date, regardless of whether the effective date of the tariff is prior to the solicitation date, or after. Publication includes, without limitation, notices on an agency website, the Harmonized Tariff Schedule, or in the Federal Register.

B. The President of the United States, a member of the President’s cabinet, or one of the President’s advisors, has stated the federal government will adopt a new or increased tariff, including without limitation making such a statement through a speech, interview, order, social media post, or otherwise, regardless of formality.

C. A reputable news organization has reported that the U.S. federal government is expected to adopt the new or increased tariff.

2.2 General Market Conditions.
a. Contractor shall not be entitled to any adjustment to the Contract Sum for changes in unit pricing attributable to market conditions other than new or increased U.S. tariffs, including but not limited to general inflation, supply chain disruptions, labor costs, currency fluctuations, or other market factors, except to the extent covered by the force majeure provision and other provisions in the contract documents. (6-2025) Project No. CUP-400

CONTRACT
C-2
b. New or increased tariffs imposed by foreign governments, and the effects any such new or increased foreign tariffs have on unit pricing or product availability are general market conditions and do not entitle Contractor to an adjustment in the Contract Sum. New or increased tariffs imposed by foreign governments are not an “acts of a public enemy” or “acts of a governmental entity not occasioned by the Contractor’s, subcontractor’s, or supplier’s conduct” and are considered foreseeable under the contract documents.

2.3 Tariff Avoidance; Duty to Mitigate. Upon learning of a new tariff, or tariff increase, Contractor shall make commercially reasonable efforts to avoid the new costs and mitigate any increased costs to City. Contractor shall, without limitation, determine if there are alternate suppliers that can furnish necessary materials or equipment at a lower cost to Contractor, for example, by sourcing materials or equipment from the United States, or a country subject to lower duties than the Contractor’s original intended supplier. If Contractor is able to identify a lower cost supplier through such efforts, Contractor shall procure supplies from that source before seeking an adjustment in the Contract Sum. Any adjustment to the Contract Sum shall be based on actual increased costs incurred by Contractor despite such efforts.

3. PROCEDURE FOR SEEKING ADJUSTMENT

3.1 Notice Requirement. Contractor shall notify City in writing within fourteen (14) calendar days after Contractor becomes aware or should reasonably have become aware of a new tariff or tariff increase that may entitle Contractor to an adjustment to the Contract Sum.

3.2 Documentation Required. Contractor's request for adjustment shall include:
a. Identification of the specific materials or equipment affected; b. Documentation of the original cost of the affected materials or equipment as included in Contractor's solicitation submission;
c. Documentation of the increased cost directly attributable to the tariff increase; d. Documentation demonstrating that the tariff increase was not reasonably foreseeable as defined in Section 2.1;
e. Documentation demonstrating that the increased costs are not attributable to non-tariff market conditions as defined in Section 2.2; and
f. Proposed adjustment to the Contract Sum.

4. AUDIT RIGHTS

4.1 Prior to agreeing to any adjustment to the Contract Sum, City shall have the right to audit Contractor's books and records to verify that all conditions precedent to a price adjustment have been met.

4.2 Contractor shall provide City and City's authorized representatives access to all books, records, documents, and other evidence pertaining to the request for adjustment, including but not limited to:
a. Original purchase orders and supplier quotes;
b. Subsequent purchase orders and supplier quotes showing increased costs; (6-2025) Project No. CUP-400

CONTRACT
C-3
c. Correspondence with suppliers regarding tariff impacts; d. Documentation of tariff rates in effect at the time of solicitation submission and at the time of purchase; and
e. Any other documentation reasonably requested by City to verify the entitlement to and amount of the requested adjustment.

4.3 Contractor shall maintain all such records for a period of not less than three (3) years after final payment.

5. DETERMINATION OF ADJUSTMENT AMOUNT

5.1 Any adjustment to the Contract Sum shall be limited to the actual increased cost directly attributable to the unforeseeable new tariff or tariff increase, without any additional markup for overhead and profit.

5.2 City reserves the right to reject any request for adjustment that does not meet the requirements of this provision or is not substantiated by sufficient documentation.

5.3 Nothing in this provision shall be construed to relieve Contractor of its obligation to complete the Work within the Contract Time or to entitle Contractor to any time extension due to new tariffs or tariff increases.
(6-2025) Project No. CUP-400

CONTRACT

VERIFICATION OF CALIFORNIA
CONTRACTOR’S LICENSE
I certify, under penalty of perjury, that I have a valid California Contractor’s license issued pursuant to Business and Professions Code section 7000 and following, and was so licensed at the time that the bid was awarded:

California Contractor’s License:

License Number Class Expiration Date

CONTRACTOR (PRINT OR TYPE)

Date Signature
(Public Contract Code § 6100)
(6-2025) Project No. CUP-400

CONTRACT

CERTIFICATE REGARDING
WORKERS’ COMPENSATION
I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers’ compensation or to undertake selfinsurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract.

Name (print or type)

Date Signature
(6-2025) Project No. CUP-400
BOND

Page 1 of 6 ends

BOND NO.

PERFORMANCE BOND
On _____________________________, the City Council of the City of Camarillo, California, a municipal corporation (“CITY”), awarded a contract (“Contract”) to ____________________________________________________________________________ (“CONTRACTOR” or “PRINCIPAL”), for the work (“Work”) identified as ____________________________________________________________________________ The Contract and related documents (“Contract Documents”) are incorporated and made a part of this performance bond.

Under the Contract, CONTRACTOR is required to furnish this bond providing for the faithful performance of the Work
NOW, THEREFORE, we, CONTRACTOR, as PRINCIPAL, and
____________________________________________________________________________, a corporation organized and existing under the laws of the State of _____________________________ and duly authorized to transact business under the laws of the State of California, as SURETY, are held and firmly bound unto CITY, in the sum of _______________________________________________________________________dollars ($_________________________), lawful money of the United States of America, this sum being not less than one hundred percent (100%) of the estimated amount payable by CITY under the terms of the Contract , PRINCIPAL and SURETY, bind ourselves and our heirs, executors, administrators, successors and assigns, jointly and severally, by this instrument.

BOND CONDITIONS

1. PRINCIPAL will perform the Work the identified in the Contract. CITY has estimated the required amount of the bond as shown above.

2. PRINCIPAL’s performance of the Work will be done in accordance with the Contract Documents. Should PRINCIPAL fail to satisfactorily complete all required Work within the time allowed, CITY may, at its sole discretion, either (1) cause all required Work to be done and the parties executing this bond will be firmly bound for the payment of all necessary costs for the performance of this Work or (2) make demand upon the SURETY to complete the required Work in which event the SURETY will commence completion of the Work within 30 days of the CITY’S demand unless otherwise agreed in a writing signed by the parties.

3. PRINCIPAL will guarantee the Work against any defective work, labor or materials for a period of one year following the completion and acceptance of the Work by CITY. (6-2025) Project No. CUP-400
BOND

Page 2 of 6 ends

4. This bond is conditioned upon and guarantees due compliance with all applicable law including, without limitation, the Camarillo Municipal Code.

5. SURETY agrees that no changes, extensions of time, alteration or modification of the Contract or of the obligations to be performed thereunder will in any way affect its obligation on this bond, and waives notice of any such change, extension of time, alteration or modification of the Contract or of the obligations to be performed.

Furthermore, SURETY expressly waives the provisions of California Civil Code sections 2845 and 2849.

6. This bond consists of this instrument, the Contract and Contract Documents referenced above, and the following two attached exhibits, all of which are incorporated herein by reference:

A. A certified copy of the appointment, power of attorney, bylaws or other instrument entitling or authorizing the persons executing this bond to do so; and B. A certificate issued by the county clerk for the county in which SURETY’s representative is located conforming with California Code of Civil Procedure § 995.640 and stating that SURETY’s certificate of authority has not been surrendered, revoked, cancelled, annulled, or suspended, or in the event that it has, that renewed authority has been granted.

7. In case suit is brought upon this bond, the court will award and SURETY must pay, in addition to the face amount of this bond, all costs and reasonable attorney’s fees incurred by CITY in successfully enforcing any obligation under this bond.

IN WITNESS THEREOF, we have hereunto set our hands and seals this _______ day of ____________________, 20____.

PRINCIPAL
By
Title
Address

Telephone Number

Signature
(6-2025) Project No. CUP-400
BOND

Page 3 of 6 ends

SURETY
By
Title
Address

Telephone Number

Signature
* ALL SIGNATURES ON THIS PERFORMANCE BOND MUST BE NOTARIZED USING APPROPRIATE 8½” x 11” NOTARY ACKNOWLEDGEMENT FORM.
** Appropriate modifications will be made to this form if the bond is being furnished for the performance of an act not provided for by agreement. *** Corporations must affix corporate seal.
(6-2025) Project No. CUP-400
BOND

Page 4 of 6 ends

BOND NO.

PAYMENT BOND
On __________________________, the City Council of the City of Camarillo, California, a municipal corporation (“CITY”), awarded a contract (“Contract”) to ____________________________________________________________________________ (“CONTRACTOR” or “PRINCIPAL”), for the work (“Work”) identified as ____________________________________________________________________________.

PRINCIPAL is required to furnish a bond under the Contract to secure the payment of claims of laborers, mechanics, material persons, and other persons as provided by law.

PRINCIPAL and __________________________________________________ ___________________________________, a corporation incorporated under the laws of the State of _______________________________ and licensed by the State of California to execute bonds and undertakings as sole surety (“SURETY”), are held and firmly bound unto CITY in the sum of ___________________________________________________ ______________________________________ dollars ($_________________________), lawful money of the United States, which may be increased or decreased by a rider hereto executed in the same manner as this bond, for the payment of which sum PRINCIPAL and SURETY bind themselves, their successors, and assigns, jointly and severally, by this instrument.

BOND CONDITIONS

1. PRINCIPAL will construct the Work identified in the Contract. Such performance will be in accordance with the Contract Documents identified in the Contract, which are hereby incorporated and made a part of this bond. CITY has estimated the required amount of the bond as shown above.

2. If PRINCIPAL, its heirs, executors, administrators, successors, assigns or subcontractors fail to pay any of the persons named in California Civil Code section 3181, or any amounts due under the California Unemployment Insurance Code with respect to work or labor performed under the Contract, or any amounts required to be deducted, withheld, and paid over to the Employment Development Department from the wages of employees of the Contractor and its subcontractors under Unemployment Insurance Code section 13020, with respect to work or labor performed under the Contract, SURETY will pay for the same in an amount not exceeding the penal sum specified in this bond.

3. This bond inures to the benefit of any of the persons named in Civil Code section 3181 so as to give a right of action to such persons or their assigns in any suit brought upon this bond. In case suit is successfully brought upon this bond, SURETY further agrees to pay all reasonable attorneys’ fees and costs in an amount fixed by the court.

4. This bond is conditioned upon and guarantees due compliance with all applicable law including, without limitation, the Camarillo Municipal Code. (6-2025) Project No. CUP-400
BOND

Page 5 of 6 ends

Furthermore, SURETY expressly waives the provisions of California Civil Code sections 2845 and 2849.

6. This bond consists of this instrument, the Contract and Contract Documents referenced above, and the following two attached exhibits, all of which are incorporated herein by reference:

IN WITNESS THEREOF, we have hereunto set our hands and seals this _______ day of ____________________, 20____.

PRINCIPAL
By
Title
Address

Telephone Number

Signature
(6-2025) Project No. CUP-400
BOND

Page 6 of 6 ends

SURETY
By
Title
Address

Telephone Number

Signature
* ALL SIGNATURES ON THIS PAYMENT BOND MUST BE NOTARIZED USING APPROPRIATE 8½” x 11” NOTARY ACKNOWLEDGEMENT FORM.
** Appropriate modifications will be made to this form if the bond is being furnished for the performance of an act not provided for by agreement. *** Corporations must affix corporate seal.
(5-2023)

GENERAL CONDITIONS/SPECIFICATIONS
- 1 -
CAM #4816-7464-0911 v5

CITY OF CAMARILLO

GENERAL CONDITIONS/SPECIFICATIONS
WORK IDENTIFICATION: ARNEILL ROAD HOUSING PROJECT – PROJECT NO. CUP-400 ___________________________________________________________________________

SECTION
NO.

PAGE
NO.

1. Definitions .......................................................................................... 4

1.1 General Construction ............................................................. 4

1.2 Terms Defined ....................................................................... 4

1.3 General Conditions/Specifications ......................................... 5

1.4 Abbreviations ......................................................................... 5

2. Work and Material Requirements ...................................................... 6

2.1 Use of Premises ..................................................................... 6

2.2 Materials Furnished By City .................................................. 6

2.3 Or Equal ................................................................................. 6

2.4 Samples ................................................................................. 6

2.5 Warranty ................................................................................. 6

2.6 Liens ....................................................................................... 7

2.7 Manufacturer’s Recommendations ....................................... 7

2.8 Certificates of Compliance .................................................... 8

3. Grading Ordinance ............................................................................. 8

4. Progress Payments to Contractor ..................................................... 8

4.1 Progress Payments to Subcontractors .................................. 8

4.2 Substitution of Securities ....................................................... 8

5. Time for Completion .......................................................................... 9

5.1 Payment for Delays to Contractor ......................................... 9

5.2 Rights of City to Increase Working Days .............................. 9

6. Construction Schedule and Commencement of Work ..................... 9

6.1 Proposed Construction Schedule .......................................... 9

6.2 Beginning of Work ................................................................. 10

6.3 Temporary Suspension of Work ............................................ 11

6.4 Starting of Contract Time ...................................................... 12 (5-2023)

GENERAL CONDITIONS/SPECIFICATIONS
- 2 -
CAM #4816-7464-0911 v5

6.5 Liquidated Damages .............................................................. 12

7. Subcontracting ................................................................................... 12

7.1 Subcontractors Bound By Contract ....................................... 12

7.2 City Consent to Subcontractors ............................................. 12

8. Work By Others ................................................................................. 13

8.1 City’s Right to Award Other Contracts .................................. 13

8.2 Contractor’s Responsibilities ................................................. 13

9. Authority of the Senior Planner (Housing) ........................................ 13

9.1 General Authority ..................................................................... 13

9.2 Interpretation of Drawings and Specifications......................... 13

9.3 Inspection ............................................................................... 14

9.4 Disputes Pertaining to Payment for Work ............................. 14

10. General Provisions ............................................................................. 14

10.1 Utilities .................................................................................... 14

10.2 Water Supply .......................................................................... 14

10.3 Dust Control ........................................................................... 15

10.4 Removal and Disposal of Structures and
Obstructions ........................................................................... 15

10.5 Surveys .................................................................................. 15

10.6 Layout and Field Engineering ................................................ 15

10.7 Traffic Requirements ............................................................. 15

10.8 Tests and Inspections ............................................................ 16

10.9 Soils Investigation Report ...................................................... 17

10.10 Compaction Tests .................................................................. 17

10.11 Cutting and Patching .............................................................. 17

10.12 Earthquake and Tidal Wave Damage ..................................... 18

10.13 Highway and Railroad Permits ................................................ 18

10.14 Noise Control

10.15 Construction Facilities
18 20

11. Acceptance of Work .......................................................................... 18

11.1 No Waiver of Legal Rights ..................................................... 18

11.2 Non-Complying Work ............................................................ 18

11.3 Fulfillment of Contract ............................................................ 19

11.4 Correction of Work Before Acceptance ................................ 19

11.5 Deductions for Uncorrected Work ......................................... 19

11.6 Final Clean Up ....................................................................... 19

11.7 Certificate as to Compliance With
Certain Regulations ............................................................... 19

12. Claims between City and Contractor ................................................. 20 (5-2023)

GENERAL CONDITIONS/SPECIFICATIONS
- 3 -
CAM #4816-7464-0911 v5

12.1 Definition of Claim .................................................................. 20

12.2 Notice of Potential Claim Procedure ..................................... 20

12.3 Claim Processing Procedure ................................................. 21 (5-2023)

GENERAL CONDITIONS/SPECIFICATIONS
- 4 -
CAM #4816-7464-0911 v5

13. Assignment of Rights ......................................................................... 22

14. Prohibited Interests ............................................................................ 22

15. Labor Code Requirements ................................................................. 22

15.1 State Wage Determination ..................................................... 22

15.2 Compliance Monitoring .......................................................... 22

15.3 Payroll Records ...................................................................... 23

15.4 Apprentices ............................................................................ 24

15.5 Working Hours ....................................................................... 25

15.6 Workers Compensation ......................................................... 25

15.7 Protection of Workers in Trench
Excavations ............................................................................ 25

16. Sales and Use Tax Cooperation ........................................................ 26

17. Documentation of Status of Surety ................................................... 26

18. Construction and Demolition Waste .................................................. 26

19. Use of Premises ................................................................................. 26 (5-2023)

GENERAL CONDITIONS/SPECIFICATIONS
- 5 -
CAM #4816-7464-0911 v5

GENERAL CONDITIONS/SPECIFICATIONS

1. Definitions

1.1 General Construction
Terms used in these General Conditions/Specifications and in other Contract Documents will have the definition provided in this Section 1, unless the context requires a different meaning.

The word “person” includes a corporation, association, partnership and any other form of legal entity.

Unless otherwise specifically defined herein, or unless the context requires a different meaning, all words, terms and phrases having a well-known or technical meaning will be so construed.

In the event of conflict, the order of precedence of governing documents will be as set forth in Section 5.1 of the Instructions to Bidders.

1.2 Terms Defined
Acceptance: The formal written acceptance by City of a project that has been completed in all respects in accordance with the plans and specifications and any modifications.

Addendum: The modification of the plans and/or specifications issued to all prospective bidders during the period when necessary to change, correct, clarify, or further define any phase of the work.

Bidder: Any person submitting a proposal for the work contemplated, acting directly or through a duly authorized representative.

City: The City of Camarillo, County of Ventura, State of California City Clerk: The City Clerk of City.

City Council: The City Council of City.

Senior Planner (Housing): The Senior Planner (Housing) of City or his/her duly authorized deputies, agents, representatives or inspectors.

Contractor: The successful bidder who is awarded the Contract.

Days: Calendar days, unless business days or work days, are expressly specified.

Materials: Any material, equipment, appliance, process, item or article of any nature whatsoever installed or incorporated into the work or provided to City under the Contract.

Project: The project is the total improvement, of which the work performed under the Contract may be the whole or a part.
(5-2023)

GENERAL CONDITIONS/SPECIFICATIONS
- 6 -
CAM #4816-7464-0911 v5
Punch List: List of corrective items, determined by the Senior Planner (Housing) which must be completed by the Contractor.

Special Provisions: Any provision in the Contract Documents that supplements, modifies and, when in conflict, supersedes these General Conditions/Specifications.

Standard Specifications/Green Book/SSPWC: Standard Specifications for Public Works Construction, 2018 edition, written and promulgated by Public Works Standards, Inc. and all supplements thereto, unless otherwise referenced.

Subcontractor: Any subcontractor under Contractor.

Work: That which is proposed to be constructed or done under the Contract, in strict accordance with the Contract Documents, including the furnishing of all necessary or convenient tools, equipment, material, labor and transportation.

Working Days: A working day is defined as any day, except Saturdays, Sundays, legal holidays and except days when Work is suspended by the Senior Planner (Housing), and any other day determined to be non-working in accordance with the Contract Documents.

1.3 General Conditions/Specifications
The provisions of these General Conditions/Specifications and any other Contract Document supersede the SSPWC to the extent that the provisions supplement, modify or conflict with the SSPWC in accordance with Section 5.1 of the Instructions to Bidders.

1.4 Abbreviations
AAN American Association of Nurserymen
AGC Associated General Contractors of America
AISC American Institute of Steel Construction
APWA American Public Works Association
ASME American Society of Mechanical Engineers
AWS American Welding Society
AWWA American Water Works Association
EIA Electronic Industries Association
IEEE Institute of Electric and Electronic Engineers
NEC National Electric Code
NEMA National Electrical Manufactures Association
SSS State of California Standard Specifications, Latest edition, Department of Public Works, Department of Transportation (5-2023)

GENERAL CONDITIONS/SPECIFICATIONS
- 7 -
CAM #4816-7464-0911 v5
VCSS Ventura County Standard Specifications

2. Work and Material Requirements

2.1 Use of Premises
(a) Contractor must confine all tools and equipment, the storage of materials, and the operation of workers to areas designated by the Senior Planner (Housing). (b) With respect to any premises, tools or equipment of City made use of in the performance of the Contract, Contractor will be deemed to have inspected the same prior to use, have accepted them in good and safe condition and have agreed to maintain them in a safe condition for the protection of workmen while using them during the performance of the Work.

2.2 Materials Furnished By City
Materials furnished by City will be available at locations designated in the Special Provisions, or if not designated in the Special Provisions, will be delivered to a single location of City’s choice within the project area. The materials will be hauled to the site of installation by Contractor at its expense, including any necessary loading and unloading that may be involved.

The cost of handling and placing materials furnished by City will be considered as included in the price paid for the item involving such furnished material.

2.3 Or Equal
In the event that an item is called for by a specific product or trade name, Contractor will have 35 days after the award of the Contract for submission of data substantiating a request for a substitution of “an equal” item. In the event Contractor furnishes any “or equal” material more expensive than that specified in the bid form, the difference in cost of such material so furnished will be borne by Contractor under Public Contract Code section 3400.

2.4 Samples
Contractor must furnish for approval, within 35 days following notice of award of Contract, all samples as required in specifications together with catalogs and supporting data required by the Senior Planner (Housing). This provision does not authorize any extension of time for performance of the Contract. The Senior Planner (Housing) will review such samples only for conformance with design and concept of Work and for compliance with information given in the Contract Documents. Work must be in accordance with approved samples under Public Contract Code section 3400.

2.5 Warranty
(a) The labor and materials bond must remain in effect until expiration of six months after the period in which verified claims may be filed as provided in Civil Code section 9356, and the performance bond must be paid up and in effect for one year after the acceptance of the job by City in accordance with the guarantee required by Subsection 2.5(b), below. (b) Besides warranties and guaranties otherwise required by the Contract Documents, Contractor warrants and guarantees all Work for a period of one year after date of acceptance of the Work by City, unless a longer period is specified, and must repair or replace any or all such Work, together with any other Work, which may be displaced in so doing, that may prove defective (5-2023)

GENERAL CONDITIONS/SPECIFICATIONS
- 8 -
CAM #4816-7464-0911 v5
in workmanship, materials or both within one year from date of acceptance without expense whatsoever to City, ordinary wear and tear, unusual abuse or neglect excepted. The Senior Planner (Housing) will give notice of observed defects with reasonable promptness. Contractor must notify the Senior Planner (Housing) upon completion of repairs. (c) In the event Contractor fails to commence the corrective work within 10 days after being notified in writing to do so by the Senior Planner (Housing) and prosecute the corrective work to timely completion, City may proceed to have defects corrected and made good at the expense of Contractor who must pay the costs and charges of such corrective work immediately on demand.
(d) If, in the opinion of the Senior Planner (Housing), defective work creates a condition that requires immediate corrective work, the Senior Planner (Housing) will attempt to give the notice required by this Section. If Contractor cannot be contacted or does not comply with City’s request for correction within a reasonable time as determined by the Senior Planner (Housing), City may, notwithstanding the provisions of this Section, proceed to make such corrective work, and Contractor will be liable for costs of such corrective work. Such action by City will not relieve Contractor of the warranties and guaranties provided in this Section or elsewhere in the Contract.
(e) This Section does not in any way limit the warranty or guaranty on any material for which a longer warranty or guaranty is specified in the Contract Documents or on any items for which a manufacturer gives a warranty or guaranty for a longer period. Contractor must furnish the Senior Planner (Housing) with all appropriate warranty and guaranty certificates upon completion of the Work.

2.6 Liens
No materials, supplies, tools or equipment for Work under this Contract may be purchased subject to any chattel mortgage or under a conditional sale or other agreement by which an interest herein or in any part thereof is retained by the seller or supplier. Contractor warrants good title to all materials installed or incorporated in the Work by Contractor or any subcontractor and agrees upon completion of all Work to deliver premises, together with all improvements and appurtenances constructed or placed thereon by Contractor, to City free from any claim, liens, or charges. Contractor further agrees that neither Contractor nor any person furnishing any materials, supplies, tools, equipment or labor for any Work covered by this Contract will have any right to lien upon the premises or any improvement or appurtenance thereon, except that Contractor may install metering devices or other equipment of utility companies or of political subdivisions title to which is commonly retained by utility companies or political subdivisions. In event of the installation of any such metering device or equipment, Contractor will so advise City.

Nothing contained in this article, however, will defeat or impair the rights of persons furnishing material or labor under any bond given by Contractor for their protection or any rights under any law permitting such persons to look to funds due Contractor in the hands of City, and this provision will be inserted in all subcontracts and material contracts and notice of its provisions will be given to all persons furnishing material for Work when no formal contract is entered into for such material.

2.7 Manufacturer’s Recommendations
Where the manufacturer of any material or equipment provides written recommendations or instructions for its use or method of installation (including labels, tags, (5-2023)

GENERAL CONDITIONS/SPECIFICATIONS
- 9 -
CAM #4816-7464-0911 v5
manuals or trade literature), such recommendations or instructions must be complied with, except where the Contract Documents specifically require deviations.

2.8 Certificates of Compliance
The Senior Planner (Housing) may require certificates of compliance with the specifications for materials or manufactured items produced outside of the job site. Such certificates will not relieve Contractor from the requirements of providing materials and manufactured items complying with the specifications even though they have been incorporated into the job.

3. Grading Ordinance
(a) All excavation, filling and grading operations in Camarillo are governed by City’s Grading Ordinance. No grading permit is required of Contractor for Work performed within the limits of the project right-of-way shown on the plans.
(b) Materials, exported or wasted outside of the project right-of-way shown on the plans, are subject to all requirements of the Grading Ordinance. The requirements may include, but are not limited to, submitting a grading plan prepared by a civil engineer, obtaining a grading permit, paying the permit fee, posting a grading bond, hiring professionals for engineering and testing services, compacting fills, constructing drainage facilities, and providing erosion protection. These requirements are the responsibility of the owner of the land on which the material is placed. To ensure that neither City nor Contractor are a party to aiding or abetting any property owner to violate the Grading Ordinance, no material may be exported or wasted outside the limits of the project right-of-way until Contractor has furnished the Senior Planner (Housing) a copy of the grading permit or certificate of exemption covering such operation on land where the material is to be deposited.

4. Progress Payments to Contractor

4.1 Progress Payments to Subcontractors
Contractor must pay to any subcontractor, no later than seven days after receipt of each City progress payment, unless otherwise agreed to in writing, the respective amounts allowed Contractor on account of the work performed by the subcontractors, to the extent of each subcontractor’s interest in the progress payment. In the event that there is a good faith dispute over all or any portion of the amount due on a progress payment from the Contractor to a subcontractor, the Contractor may withhold no more than 150% of the amount disputed.

In all contracts between Contractor and its subcontractors, the percentage of the retention of proceeds withheld may not exceed the percentage specified in the Contract Documents between the City and the Contractor.

4.2 Substitution of Securities
Pursuant to Public Contract Code section 22300 and upon Contractor’s request, City will make payment of funds retained from progress payments for performance security, if Contractor deposits in escrow with City’s Finance Director or with a state or federal chartered bank acceptable to City as escrow agent, securities eligible for the investment of City funds under Government Code section 16430 or bank or savings and loan certificates of deposit. Securities may be substituted upon the following terms and conditions:
(5-2023)

GENERAL CONDITIONS/SPECIFICATIONS
- 10 -
CAM #4816-7464-0911 v5
(a) Contractor will bear all expenses in connection with the escrow deposit made. (b) Securities or certificates of deposit must be of a value equal to 100% of the amounts of retention to be paid to Contractor.
(c) Contractor must enter into an escrow agreement that is substantially the same as set forth in Public Contract Code section 22300.
(d) Contractor must obtain the written consent of the surety to the escrow agreement.

5. Time for Completion

5.1 Payment for Delays to Contractor
Contractor will be compensated when any extension of time is granted for delays caused solely by action or inaction of City, which the Senior Planner (Housing) determines materially increases or decreases the costs of any portion of the Work. If the Senior Planner (Housing) determines that compensation is not justified, Contractor will be so advised in writing.

Contractor may then submit a notice of potential claim to the Senior Planner (Housing), as provided in the Standard Specifications relative to disputed Work.

5.2 Rights of City to Increase Working Days
If such Work is not completed within the time for completion, the City Council has the right to increase the number of working days in the amount it may determine will best serve the interests of City, and, if it desires to increase the number of working days, it has the further right to charge Contractor and deduct from the final payment for the Work, the actual cost of engineering, inspection, superintendence, and other overhead expenses that are directly chargeable to Contractor, and that accrue during the period of such extension, except that the cost of the final service and preparation of the final estimates may not be included in such charges.

6. Construction Schedule and Commencement of Work

6.1 Proposed Construction Schedule
(a) After notification of award and prior to the start of any Work, Contractor must submit to the Senior Planner (Housing) for approval the proposed construction schedule. The construction schedule must be in the form of a Critical Path Method (CPM) in sufficient logic and detail to show the chronological relationship of all activities of the project, including, but not limited to, estimated starting and completion dates of various activities, procurement of materials and scheduling of equipment, work of subcontractors, interface with work by others, and other tasks required to complete the project. The level of detail must be consistent with the complexity of the project as determined by the Senior Planner (Housing). The construction schedule must reflect completion of all Work included in the Contract within the Completion Time in accordance with these specifications. A construction schedule showing the project complete in less than the Completion Time will not be accepted. The construction schedule must be cost loaded on a monthly basis.
(b) If Contractor desires to make a major change in its method of operation after commencing construction, or if its schedules fail to reflect the actual progress, it must submit to City a revised construction schedule in advance of beginning any revised operations. (5-2023)

GENERAL CONDITIONS/SPECIFICATIONS
- 11 -
CAM #4816-7464-0911 v5
(c) The baseline construction schedule must utilize the Completion Time included in the Contract and must not extend beyond the number of working days. The baseline schedule must have a date of the first working day of the Contract and not include any completed work to date. The baseline construction schedule must not attribute negative float or negative lag to any activity. If the Contractor intends to complete the Work prior to the time of completion, the intended date of completion must be set forth in the construction schedule and the Contractor must execute a zero-cost Contract Change Order that reduces the number of working days allowed for completion to conform to the intended completion date.
(d) Float, slack time, or contingency within the schedule and the total float within the overall construction schedule, is not for the exclusive use of the Contractor or the City, but is jointly owned and is a resource to meet Contract milestones and the Contract Completion Time.

The Contractor must not sequester shared float through such strategies as extending activity duration estimates, using preferential logic, or using extensive crew/resource sequencing. Since float time within the construction schedule is jointly owned, no time extensions will be granted nor delay damages paid unless a delay occurs that extends the Work beyond the Contract Completion Time. Since float time within the construction schedule is jointly owned, it is acknowledged that City caused delays can be offset by City caused time savings. Therefore, the Contractor will not be entitled to receive a time extension or delay damages until all City caused time savings are exceeded and the Contract Completion Time is also exceeded. (e) If the Contractor has fallen behind the accepted Construction Schedule by more than 15 percentage points based on earned progress payments, the Contractor must take steps, including, but not limited to, increasing the number of personnel, shifts, and/or overtime operations, days of work, and/or amount of construction equipment until such time as the Work is back on schedule. Contractor must also submit for review no later than the next request for partial payment, such supplementary schedule or schedules as may be deemed necessary to demonstrate the manner in which the rate of progress will be regained. All cost required to bring the Project back on schedule will be borne by the Contractor without additional cost to the City. (f) If the Contractor falls behind the accepted construction schedule, as modified by such time extensions as may have been granted by the City for unavoidable delays, by more than 35 percentage points based on earned progress payments, the Contractor will be deemed in material breach of Contract and the Work turned over to the surety for completion within the scheduled time.
(g) Contractor must include in the schedule, detailed information for each operation.

When the project schedule includes multiple streets or sites, Contractor must include detailed information for each street or site. When notifications or parking restrictions are required such dates must be included in the schedule.
(h) Contractor must provide critical path schedules in legible hardcopy format and must also submit schedules with each update in an editable electronic format compatible with Primavera P6 as directed by Senior Planner (Housing).

6.2 Beginning of Work
(a) The delivery to City, for execution and approval of the Contract Documents properly executed on behalf of Contractor and surety, constitutes Contractor’s authority to enter upon the site of the Work and to begin operations, subject to its assumption of the risk of the disapproval of the Contract, as herein provided, and subject also to the following:
(5-2023)

GENERAL CONDITIONS/SPECIFICATIONS
- 12 -
CAM #4816-7464-0911 v5
(1) Contractor’s receipt from City for the properly executed Contract Documents, including bonds and certificates of insurance. (2) City may, for any reason, order Contractor not to enter upon the site of the Work, which order will nullify the authority of Contractor to enter upon the site prior to receipt of the Notice to Proceed.
(3) Notice in writing of Contractor’s intention to start Work prior to approval, specifying the date on which Contractor intends to start, must be given to the Senior Planner (Housing) at least 48 hours in advance. (4) Contractor must, on commencing operations, take all precautions required for public safety and observe all the provisions in these General Conditions/Specifications and any Special Provisions.
(5) In the event of disapproval of the Contract, Contractor must, at its expense, do such Work as is necessary to leave the site in a neat condition to the satisfaction of the Senior Planner (Housing). If the Work done affects any existing road or highway, Contractor must, at its expense, restore it to its former condition or the equivalent thereof to the satisfaction of the Director of Community Development.
(6) All Work done according to the Contract prior to its approval will, when the Contract is approved, be considered authorized Work and will be paid for as provided in the Contract.
(b) Entry upon the site without authority will be treated as trespassing. (c) Should Contractor begin the Work in advance of receiving notice that the Contract has been approved as provided above, any Work performed by Contractor in advance of the date of approval will be considered as having been done by Contractor at Contractor’s own risk and as a volunteer unless the Contract is so approved.
(d) Contractor may start the Work at any time after the Notice to Proceed is issued, but Work must begin within the number of days indicated on the Bid Proposal after the starting date for the Contract, or at such other times as may be indicated in the Special Provisions. The actual date on which Contractor starts the Work will not affect the required item for completion as provided for in the Contract.
(e) If required by the Special Provisions, Contractor must start construction operations on that part of the project designated by the Senior Planner (Housing). (f) Contractor must perform all the Work in such a manner and with sufficient materials, equipment, and labor to ensure its completion in accordance with the plans and specifications within the time set forth in the Contract.

6.3 Temporary Suspension of Work
(a) Should suspension of the Work be ordered by reason of the failure of Contractor to carry out orders or to perform any provisions of the Contract; or by reason of weather conditions being unsuitable for performing any item or items of the Work; Contractor, at its expense, must take all steps necessary to provide and maintain a safe, smooth, and unobstructed passageway (5-2023)

GENERAL CONDITIONS/SPECIFICATIONS
- 13 -
CAM #4816-7464-0911 v5
through construction for use by public traffic during the period of such suspension. In the event that Contractor fails to take such steps, City may perform such tasks and the cost thereof will be deducted from monies due Contractor.
(b) If the Senior Planner (Housing) orders a suspension of all of the Work or a portion of the Work which is the current controlling operation or operations, due to unsuitable weather or to such other conditions as are considered unfavorable to the suitable prosecution of the Work, the days on which the suspension is in effect will not be considered working days for the purpose of calculating Contractor’s time of performance.
(c) If a portion of the Work at the time of such suspension is not a current controlling operation or operations, but subsequently does become the current controlling operation or operations, the determination of working days will be made on the basis of the then current controlling operation or operations.
(d) If suspension of the Work is ordered by the Senior Planner (Housing), due to the failure on the part of Contractor to carry out orders given or to perform any provision of the Contract, no time extension for such suspension will be granted.

6.4 Starting of Contract Time
As soon as practicable after the Contract has been executed by both parties, a Notice to Proceed will be issued by City stating the starting date of the Contract time, which will be as stated in the Notice to Proceed, unless otherwise provided in the Special Provisions.

6.5 Liquidated Damages
The parties agree that time is of the essence in the completion of the Work, and that in case all the Work called for under the Contract is not completed before or upon the expiration of the time limit as set forth in the Contract Documents, as modified by extensions of time granted by City, damage will be sustained by City. As it is impracticable to determine the actual delay damage, the parties agree that Contractor must pay liquidated damages to City in the amount set forth on page 1 of the Bid Proposal, per calendar day for each and every calendar day’s delay beyond the time prescribed to complete the Work. If Contractor fails to pay the liquidated damages, City may deduct the amount from any monies due or that may become due Contractor under the Contract.

7. Subcontracting

7.1 Subcontractors Bound By Contract
Contractor agrees to bind every subcontractor by the terms of the Contract as far as such terms are applicable to the subcontractor’s work. If Contractor subcontracts any part of this Contract, Contractor will be fully responsible to City for the acts and omissions of every subcontractor and of persons either directly or indirectly employed by every such subcontractor.

Nothing contained in the Contract Documents, however, creates any contractual relation between any subcontractor and City.

7.2 City Consent to Subcontractors
(5-2023)

GENERAL CONDITIONS/SPECIFICATIONS
- 14 -
CAM #4816-7464-0911 v5
City’s consent to, or approval of, any subcontractor under the Contract does not in any way relieve Contractor of its obligations under the Contract nor will such subcontract or approval be deemed to waive any provision of the Contract between City and Contractor.

8. Work By Others

8.1 City’s Right to Award Other Contracts
(a) City reserves the right to award other contracts in connection with the project.

Nothing in these General Conditions/Specifications may be interpreted as granting to Contractor exclusive occupancy at the site of the project.
(b) If simultaneous execution of any contract is likely to cause interference with performance of some other contract or contracts, City will decide which contractor must cease Work temporarily and which contractor must continue or whether Work can be coordinated so that contractors may proceed simultaneously. Notwithstanding any other provision of these General Conditions/Specifications, City is not responsible for any damages suffered or extra costs incurred by Contractor resulting directly or indirectly from the award or performance or attempted performance of any other contract or contracts on the project, or caused by any decision or omission of City respecting the order of precedence in performance of contracts.

8.2 Contractor’s Responsibilities
Contractor must ascertain to its own satisfaction the scope of the project and nature of any other contracts that have been or may be awarded by City in prosecution of the project to the end that Contractor may perform the Contract in consideration of such other contracts, if any.

Contractor must afford other contractors and utilities reasonable opportunity for introduction and storage of their materials and execution of their tasks and must properly connect and coordinate its efforts with theirs. Contractor may not cause any unnecessary hindrance or delay to any other contractor working on the project.

If any part of Contractor’s Work depends for proper execution or results upon Work of any other contractor, Contractor must inspect and promptly report to the Senior Planner (Housing) any defects in such Work that render it unsuitable for such proper execution and results.

Its failure so to do constitutes a waiver by Contractor of any claim of delay caused by events beyond Contractor’s control.

9. Authority of the Senior Planner (Housing)

9.1 General Authority
The Senior Planner (Housing) will decide any and all questions which may arise as to the quality or acceptability of materials furnished and Work performed, and as to the manner of performance and rate of progress of the Work, and must decide all questions that may arise as to the interpretation of the drawings and specifications, and all questions as to the acceptable fulfillment of the Contract on the part of Contractor, and as to compensation. The Senior Planner (Housing)’s decisions are final and the Senior Planner (Housing) has authority to enforce and make effective such decisions and orders.

9.2 Interpretation of Drawings and Specifications
(5-2023)

GENERAL CONDITIONS/SPECIFICATIONS
- 15 -
CAM #4816-7464-0911 v5
The Senior Planner (Housing) will interpret the meaning of any part of the drawings and specifications about which any misunderstanding may arise and the Senior Planner (Housing)’s decision will be final. Should there appear to be any error or discrepancy in or between the drawings and specifications, Contractor must refer the matter to the Senior Planner (Housing) for adjustment before proceeding with the Work. Should Contractor proceed with the Work without so referring the matter, it does so at its own risk.

9.3 Inspection
(a) The Senior Planner (Housing) must be provided full access to all operations involving the Work under the Contract and be provided reasonable advance notice of the time and place of operations which the Senior Planner (Housing) desires to observe. The Senior Planner (Housing) must be provided with all requested samples of materials and Work for testing purposes.
(b) Contractor must furnish the Senior Planner (Housing) reasonable facilities for obtaining such information as may be necessary to keep the Senior Planner (Housing) fully informed respecting the progress and the manner of the Work. The Senior Planner (Housing)’s inspection of the Work will not relieve Contractor from any obligation under the Contract. The Senior Planner (Housing) has authority to stop any Work whenever provisions of Contract Documents are not being complied with and Contractor must instruct its employees and any subcontractors accordingly.

9.4 Disputes Pertaining to Payment for Work
Should any dispute arise respecting the true value of any of the Work done, of any of the Work omitted, or any extra Work which Contractor may be required to do, or respecting the size of any payment to Contractor during the performance of the Contract, such dispute will be decided by the Senior Planner (Housing).

10. General Provisions

10.1 Utilities
(a) All utilities, including but not limited to, electricity, water, gas, telephone used on the Work will be furnished at Contractor’s sole expense. Contractor must furnish and install necessary, temporary distribution systems, including meters, from distribution points to points on site where utility is necessary to carry on the Work. Upon completion of the Work, Contractor must remove all temporary distribution systems. Unless otherwise indicated, the Contractor must also arrange for permanent utilities as necessary for completion and operation of the work. Contractor must pay for utilities until the “Project Acceptance and Final Payment” form is executed and the Work is accepted by the Senior Planner (Housing).
(b) If the Contract is for an addition to an existing structure, Contractor may, with written permission of the Senior Planner (Housing), use City’s existing utilities to carry on the Work by making prearranged payments to City.

10.2 Water Supply
Water may only be used in the service area of the applicable water purveyor.

Water may not be imported or exported from one water purveyor’s service area to another water purveyor’s service area. If the work area crosses multiple water purveyor’s service areas, one fire (5-2023)

GENERAL CONDITIONS/SPECIFICATIONS
- 16 -
CAM #4816-7464-0911 v5
hydrant meter from each water purveyor must be obtained, and water from each fire hydrant meter may only be used in the applicable water service area for each water purveyor.

All water used other than through a service connection and meter must be through a fire hydrant meter. Hydrant meters will be installed by the City of Camarillo Water Division or applicable water purveyor and moved from one location to another only upon approval of the City of Camarillo Water Division or other applicable water purveyor. The Contractor must pay all applicable fees and charges related to the construction water account, including but not limited to deposits, installation, inspection and related costs.

Water used will be charged at the unit rate per 100 cubic feet as currently established by City Council resolution or by the applicable water purveyor.

10.3 Dust Control
Contractor must provide such dust control equipment and methods as may be required to protect adjacent property from annoyance or damage from dust caused by its operations, and failure to control such dust will be cause for the Senior Planner (Housing) to stop the Work until the dust is controlled. Contractor will have no recourse to collect from City for any loss of time or expense sustained by Contractor due to such suspension of the Work.

10.4 Removal and Disposal of Structures and Obstructions All fences, trees, and obstructions of any nature to the execution of the Work removed by Contractor must be disposed of, reused or delivered to City’s Corporation Yard as required. These tasks are to be included in the cost of other items bid on, if there is no item covering the same. Any obstruction that is privately owned that is removed by Contractor must be replaced or compensated at Contractor’s sole expense to the satisfaction of the Senior Planner (Housing).

10.5 Surveys
Surveys to determine location of property lines and corners (if applicable), locations of construction improvements, grading and site Work must be supplied by Contractor.

No survey information beyond the information on the plans will be provided by the City. Contractor must preserve all stakes set for the lines, grades or measurements of the Work until authorized to remove them by the Senior Planner (Housing). Any expense incurred in replacing such stakes which Contractor may have failed to preserve will be borne by Contractor.

10.6 Layout and Field Engineering
All field engineering required for laying out the Work and establishing grades for earthwork operations will be furnished by Contractor at its sole expense. Such engineering will be done by a qualified Civil Engineer approved by the Senior Planner (Housing). Any required “as built” drawings of site development must be prepared by the approved Civil Engineer at Contractor’s sole expense.
(5-2023)

GENERAL CONDITIONS/SPECIFICATIONS
- 17 -
CAM #4816-7464-0911 v5

10.7 Traffic Requirements
(a) Street Closures, Detours, and Barricades.
(1) Street closures require discretionary City Council authorization and are not allowed unless no safe and effective alternative exists. Contractor must prepare a comprehensive justification for the proposed alternative.

Contractor must consider contract time in the justification, and allow at least 45 calendar days for City review and processing. Meetings, including those outside normal working hours may be necessary.
(2) All costs involved in complying with the following requirements for street closures, detours and barricades will be borne by Contractor. (3) Contractor must notify the Senior Planner (Housing) at least 5 working days before closing or partially closing any street. The Contractor must arrange detour routes and issue signing instructions, if required. All detour routes must be submitted for approval by the Senior Planner (Housing) at least 10 working days before the detour.
(4) Contractor must notify the following agencies, at least 48 hours in advance of the closing, partial closing, or opening of any street or alley:

Camarillo Police Department 805-388-5100
Ventura County Fire Department 805-389-9710
Camarillo Public Works Department 805-388-5340
Camarillo Streets Division 805-388-5338
E.J. Harrison 805-207-0159
Camarillo Post Office 805-383-9804
Camarillo Area Transit 805-388-5346
(5) Contractor must install, maintain, and remove all temporary barricades, lights, warning signs, and other facilities necessary to control traffic as specified in the California Manual on Uniform Traffic Control Devices (CMUTCD). Materials for a temporary facility may be provided from new or used materials. If used materials are provided, they must be sound, in good condition, and otherwise meet the requirements of new materials. (6) If at any time any portion of the street is obstructed to traffic, Contractor must post “No Parking Anytime” signs on both sides of the street for a distance of 300 feet beyond the obstructed portion of the street. (7) In addition to the lane width specified in subsection (b) below, Contractor must maintain a minimum clearance of three feet to excavations and a minimum of two feet to curbs and other obstructions. When traffic patterns required by the Work are such that opposing lanes of traffic must cross the existing centerline, Contractor must separate the opposing lanes at intervals, not to exceed 25 feet, or as directed by the Senior Planner (Housing).
(b) Minimum Requirements for Maintaining Traffic Flow: Traffic in each direction must be maintained on all streets at all times. Traffic lanes of at least 10 feet must be used. (5-2023)

GENERAL CONDITIONS/SPECIFICATIONS
- 18 -
CAM #4816-7464-0911 v5

10.8 Tests and Inspections
(a) If the Contract, or any laws, ordinances, regulators or any public authority requires any of the Work to be specially inspected, tested or approved, Contractor must give notice in accordance with such authority of its readiness for such inspection or test at least two working days prior to such inspection. If inspection or testing is by an authority other than City, Contractor must arrange for such inspection or testing, and Contractor must also give at least two working days prior written notice to the authority and the Senior Planner (Housing) of the date fixed for such inspection. Required certificates of inspection or approval must be secured by Contractor.

The Senior Planner (Housing) will promptly make observations, where practicable, and do so at the source of supply. If any of the Work is covered up without approval or consent of the Senior Planner (Housing), it must, if required by the Senior Planner (Housing), be uncovered for inspection or testing and satisfactorily reconstructed at Contractor’s sole expense in strict accordance with the Contract Documents. Costs of tests and inspections of any materials found to be not in compliance with the Contract must be paid for by Contractor at its sole expense.

Other costs for tests and inspection of materials will be paid by City. (b) Where such inspection and testing are to be conducted by an independent laboratory agency, such materials or samples of materials to be tested will be selected by such laboratory or agency, or the Senior Planner (Housing), and not by Contractor. (c) Contractor must notify the Senior Planner (Housing) in writing a sufficient time in advance of manufacture of materials to be supplied under contract, which must by terms of the contract be tested, in order that the Senior Planner (Housing) may arrange for testing of same at the source of supply. Any materials shipped by Contractor from the source of supply prior to having satisfactorily passed such testing and inspection, or prior to receipt of notice from the Senior Planner (Housing) that such testing and inspection will not be required, may not be incorporated in the Work without prior approval of the Senior Planner (Housing) and subsequent testing and inspections.
(d) Re-examination of questioned Work may be ordered by the Senior Planner (Housing) and, if so ordered, the Work must be uncovered by Contractor. If such Work is found to be in accordance with the Contract Documents, City will pay the costs of re-examination and replacement. If such Work is found not to be in accordance with the Contract Documents, Contractor must pay the costs at its sole expense.

10.9 Soils Investigation Report
When a soils investigation report is available from City, such report will not be a part of the Contract. Any information obtained from such report or any information given on drawings as to subsurface soil condition or to elevations of existing grades or elevations of underlying rock is approximate only, is not guaranteed, and does not form a part of the Contract.

Contractor is required to make a visual examination of site and must make whatever tests it deems appropriate to determine underground condition of soil.

10.10 Compaction Tests
(a) Contractor must perform compaction tests as required by the Senior Planner (Housing), in accordance with ASTM D-1557 or California Test Method No. 216. (b) Contractor must bear the total expense of all failing tests. (5-2023)

GENERAL CONDITIONS/SPECIFICATIONS
- 19 -
CAM #4816-7464-0911 v5

10.11 Cutting and Patching
(a) Contractor must do all cutting, fitting, or patching of the Work as required to make its several parts come together properly and fit to receive or be received by other contractors showing upon, or reasonably implied by, the drawings and specifications for the completed project, as the Senior Planner (Housing) may direct. All costs caused by defective or ill-timed Work will be borne by the Contractor.
(b) Contractor may not endanger any of the Work by cutting, excavating, or otherwise altering the Work and may not cut or alter any Work of any other contractor, except with the written consent of the Senior Planner (Housing).

10.12 Earthquake and Tidal Wave Damage
Notwithstanding the provisions of Subsection 4-1.2 of the SSPWC, when the Governor of California or the President of the United States declares that the area where the Work is being constructed is a disaster area due to earthquakes or tidal waves, Contractor will be relieved of the responsibility for repairing damage to the Work caused by earthquake or tidal wave, unless such damage results from negligent acts or omissions of Contractor.

10.13 Highway and Railroad Permits
The Senior Planner (Housing) will obtain the basic state highway and railroad encroachment permits, which will include checking of plans. Contractor must also obtain its own permits from these agencies. Inspection and permit fees charged by these agencies must be paid by Contractor. Any other permits must be obtained by Contractor at no additional cost to City.

10.14 Noise Control
Construction Noise Level Limits: Construction operations must comply with City of Camarillo Municipal Code, specifically Chapter 10.34, Noise Regulations.

10.15 Construction Facilities
A. CONTRACTOR'S FIELD OFFICES AND SHEDS
Contractor's Field Office: Contractor shall provide a mobile field office of weathertight construction, with lighting, power, ventilation, heating and cooling to house Contractor.

1. Contractor shall provide temporary utilities to serve Contractor's field office.

Refer to Section 10.1 - Temporary Utilities.

2. Contractor's Field Office shall present neat, business-like appearance, at all times, internally and externally.

3. Within field office, Contractor shall provide the following:
a. Conference area with a conference table capable of seating a minimum of eight (8) people.
b. Copy machine: Mounted on mobile cabinet, black and white xerographic copier for copies up to 11-inches by 17-inches, with reduction and enlargement capability, automatic document feeder, and collator (sorter). Copy machine shall include all services and consumables, including toner and paper, for duration of the Contact.

City’s Construction Management Team shall have access to, and use of, the copy machine throughout the duration of the project. (5-2023)

GENERAL CONDITIONS/SPECIFICATIONS
- 20 -
CAM #4816-7464-0911 v5
c. High speed internet service capable of accommodating the Contractor’s administration of the project.

4. Contractor shall ensure that neither Contractor's Field Office nor other jobsite facilities are used for living quarters.

5. Storage Sheds for Tools, Materials, and Equipment: Contractor shall provide weather-tight sheds, all with the following:
a. Heat and ventilation appropriate for storage of products requiring controlled conditions,
b. Adequate space for organized storage and access, and c. Lighting for inspection of stored materials.

B. CITY’S CONSTRUCTION MANAGEMENT FIELD OFFICE

1. General: Contractor shall provide (and Contract Sum shall include) a field office for exclusive use by City’s Construction Management team for the duration of the Contract, equipped and furnished as specified below.
a. Contractor shall provide for all temporary water, power, and sanitary facilities, in accordance with Section 10.1 - Temporary Utilities. b. Contractor shall provide and pay for weekly cleaning services. c. Contractor’s initial progress payment for Work under the Contract will not be approved until City's Construction Management Field Office is fully equipped and functional.
d. Unless otherwise directed in writing by City's Representative, City's Construction Management Field Office, including furnishings and equipment provided by Contractor, shall remain operational until issuance of a Certificate of Occupancy by the Authority Having Jurisdiction.
e. City's representatives shall have the right to use City's Construction Management Field Office, including furnishings and equipment, for the purpose of construction contract administration, testing and inspection for Work under this and any other contract, or City business, at no change in Contract Sum and Contract Time.

2. Construction: Contractor shall provide (and Contract Sum shall include) the following:
a. Field office of pre-fabricated, weather-tight construction, approximately 8 feet wide by 10 feet long, with lockable entrances, operable window(s) and serviceable finishes. Set field office on surface suitable for normal office loadings, with proper drainage (such as a gravel base), and tie-downs to resist wind and seismic forces (if applicable).
b. A minimum of one (1) exit door, with cylinder locks and latch guards. c. A minimum of one (1) operable window, equipped with blinds, insect screens and protective burglar bars.
d. All HVAC, power, lighting systems and outlets as necessary for complete and habitable use.
e. Properly configured, NEMA-polarized electrical outlets. Equip outlets with ground-fault circuit interrupters (GFCI).
f. Ceiling-mounted LED lighting fixtures, capable of providing uniform lighting of minimum 60 lumens at 30-inches above the floor. (5-2023)

GENERAL CONDITIONS/SPECIFICATIONS
- 21 -
CAM #4816-7464-0911 v5
g. Central heating, ventilation and air conditioning (HVAC) by thermostatically-controlled heat pump system, sufficient to maintain comfortable conditions during all normally-anticipated weather conditions.
h. High speed internet service capable of accommodating the City’s Construction Management Team’s administration of the project.

3. Furnishings: Contractor shall provide (and Contract Sum shall include) the following furnishings.
a. Door mats: One per entrance, heavy-duty mat suitable for heavy use and removal of dirt and mud.
b. One (1) Desk: 36-inches by 60-inches, single pedestal (minimum), painted steel with resilient writing surface top.
c. One (1) Desk chair: One each, ergonomic design, heavy duty, wheeled pedestals, with adjustable back angle, seat angle and arm height.
d. One (1) Guest chair: Heavy duty with padded seat.
e. One (1) File Cabinet: Two 4-drawer, legal-size vertical file cabinets, with lockable drawers.
f. Markerboards: One (1) each, 36-inches wide by 48-inches high, with white markerboard suitable for oil- or water-based markers.
g. Bookcase: One (1) each, 48-inches high by 36-inches wide by 13-inches deep, painted steel, with two adjustable shelves.
h. Refrigerator: 4.4 cubic feet capacity, compact refrigerator with internal freezer compartment
i. Plan racks: One (1) each, factory-manufactured mobile stand by Brookside Design, Premium Mobile Plan Center Blueprint Rack Bundle with a Dozen 30" Clamps Model MV1230 (or approved equal).

4. Equipment: Contractor shall provide (and Contract Sum shall include) the following equipment. All equipment shall be new and no substitutions or deviations from specified descriptions will be acceptable. Equipment will be returned by City’s Construction Management Team prior to Contract close-out.
a. Fire extinguisher: Portable, UL-listed and labeled, complying with NFPA 10 and NFPA 241 for classification, extinguishing agent and size as necessary for location and class of fire exposure (nominal 10-pound capacity). b. Hardhats: Ten (10) each, Type I, Class G hardhats, Fibre-Metal or equal. c. Reflective Safety Vests: Ten (10) each, Large Class 2 High Visibility Safety Vests
d. First Aid Kit/Supplies: Comply with industrial safety regulations.

C. INSTALLATION/REMOVAL OF CONSTRUCTION FACILITIES

1. Layout of Field Offices and Sheds: Within five working days of the Notice to Proceed, Contractor shall submit to City's Representative a proposed layout for field offices, sheds and storage areas. City’s Representative will review and respond within five working days with review comments.

2. Installation of City's Construction Management Field Office: Provide field office ready for use within twenty (20) working days of commencement date stated in Notice to Proceed or Notice of Award, whichever is earliest. (5-2023)

GENERAL CONDITIONS/SPECIFICATIONS
- 22 -
CAM #4816-7464-0911 v5

3. Within (10) days of written direction by City's Representative or within 5 days of issuance of a Certificate of Occupancy, whichever is earliest, Contractor shall take possession and remove City's Construction Management Field Office from the project site.

11. Acceptance of Work

11.1 No Waiver of Legal Rights
(a) City will not be precluded or estopped by any measurement, estimate, or certificate made either before or after the completion and acceptance of the Work and payment therefor from showing the true amount and character of the Work performed and materials furnished by Contractor, nor from showing that any such measurement, estimate, or certificate is untrue or is incorrectly made, nor that the Work or materials do not in fact conform to the Contract. (b) City will not be precluded or estopped, notwithstanding any such measurement, estimate, or certificate and payment in accordance therewith, from recovering from Contractor or its surety, or both, such damages as it may sustain by reason of Contractor’s failure to comply with the terms of the Contract.
(c) Neither the acceptance by the Senior Planner (Housing) nor by the Senior Planner (Housing)’s representative nor any payment for or acceptance of the whole or any part of the Work, nor any extension of time, nor any possession taken by the Senior Planner (Housing) will operate as a waiver of any portion of the Contract or of any power herein reserved, or of any right to damages.
(d) A waiver of any breach of the Contract will not be held to be a waiver of any other or subsequent breach.

11.2 Non-Complying Work
Neither the final certificate of payment nor any provision in the Contract Documents, nor partial or entire occupancy of the premises by the City, will constitute an acceptance of any of the Work not done in accordance with the Contract Documents or relieve Contractor of liability in respect to any express warranties or responsibility for faulty materials or workmanship.

11.3 Fulfillment of Contract
Contractor must, at its sole expense, protect and care for all the Work it performs until the Contract has been fulfilled to the satisfaction of, and the Work has been accepted in writing by, the Senior Planner (Housing). The date upon which the Senior Planner (Housing) accepts the Work as complete will be the date that Contractor is relieved from responsibility to protect the Work.

11.4 Correction of Work Before Acceptance
(a) Contractor must promptly remove from the site or premises all Work determined by the Senior Planner (Housing) as failing to conform to Contract, whether or not installed or incorporated. Contractor must promptly replace and re-execute the Work to comply with the (5-2023)

GENERAL CONDITIONS/SPECIFICATIONS
- 23 -
CAM #4816-7464-0911 v5
Contract Documents without additional expense to City and will bear the expense of making good all Work of other contractors destroyed or damaged by such removal or replacement. (b) If Contractor does not remove such nonconforming Work within a reasonable time, City may remove it and may store the material at Contractor’s expense. If Contractor does not pay expenses of such removal within 10 days’ time thereafter, City may, upon 10 days’ written notice, discard such materials or sell such materials at auction or at private sale and will provide an accounting to Contractor for net proceeds of such sale, after deducting all costs and expenses that should have been borne by Contractor.

11.5 Deductions for Uncorrected Work
If City deems it inexpedient to correct any Work injured or not done in accordance with the Contract, City will make an equitable deduction from the Contract price.

11.6 Final Clean Up
Upon completion of the Work and before acceptance and final payment will be made, Contractor, as its sole expense, must clean the Work area and all premises occupied by it in connection with the Work. All rubbish, weeds, graffiti, one-call USA markings, excess materials, falsework, temporary structures, tools and equipment must be removed and all parts of the Work must be left in a neat and presentable condition. All excavations left by removal of structures must be filled and compacted with clean suitable soil acceptable to the Senior Planner (Housing).

11.7 Certificate as to Compliance With Certain Regulations Contractor must file with Senior Planner (Housing), prior to the acceptance of the Work, a certificate in form substantially as follows:

I (We) hereby certify that all of the Work has been performed and materials supplied in accordance with the specifications, drawings, and Contract Documents for the Work and that:
(a) no less than the prevailing rates of per diem wages as ascertained by the Director of Industrial Relations has been paid to workers employed on this Work and a copy of these rates has been posted and maintained at the Work site at all times during the course of the Work;
(b) there have been no unauthorized substitutions of subcontractors; nor have any unauthorized subcontracts been entered into;
(c) no subcontract was assigned or transferred or performed by anyone other than the original subcontractor, except as provided in the Subletting and Subcontracting Fair Practices Act, Public Contract Code section 4100 and following; and (d) all claims for materials and labor and other services performed in connection with the Contract Documents have been paid.

12. Claims between City and Contractor

12.1 Definition of Claim
(5-2023)

GENERAL CONDITIONS/SPECIFICATIONS
- 24 -
CAM #4816-7464-0911 v5
As used in this section, “claim” means a separate demand by Contractor, sent by registered mail or certified mail with return receipt requested, for (1) a time extension (including, without limitation, for relief from damages or penalties for delay assessed by the City), (2) payment of money or damages arising from Work done by or on behalf of Contractor pursuant to the Contract and payment of which is not otherwise expressly provided for or the claimant is not otherwise entitled to, or (3) an amount the payment of which is disputed by City.

12.2 Notice of Potential Claim Procedure
(a) Contractor agrees that it may not be entitled to the payment of any additional compensation for any claim that may be based on any act, or failure to act, by the Senior Planner (Housing), including failure or refusal to issue a change order, RFI response, or for the happening of any event or occurrence, unless the Contractor has given the Senior Planner (Housing) written notice of a potential claim as provided in this subsection. (b) The written notice of a potential claim must be submitted on the City’s claim form and certified with reference to the California False Claims Act, Government Code sections 12650- 12655. The written notice of potential claim must include the following information:
(1) The complete nature and circumstances of the dispute which caused the potential claim.
(2) The Contract provisions that provide the basis of the claim. (3) The estimated cost of the potential claim, including an itemized breakdown of individual costs and how the estimate was determined. (4) A time impact analysis of the project schedule that illustrates the effect on the scheduled completion date due to schedule changes or disruptions where a request for adjustment of contract.
(c) The written notice of potential claim must be submitted to the Senior Planner (Housing) prior to the time that the Contractor performs any additional work giving rise to the potential claim for additional compensation, if based on an act or failure to act by the Senior Planner (Housing) and for which is not expressly provided for under this Contract. The Contractor must provide the Senior Planner (Housing) the opportunity to examine the site or Work and respond within five business days from the date the notice of potential claim was submitted to the Senior Planner (Housing). The Contractor must then proceed with the performance of the additional work unless otherwise specified or directed by the Senior Planner (Housing). When the affected work is completed, the Contractor must submit substantiation of the Contractor’s actual costs and total amount of the claim within 10 days of completing the work. Failure to do so will be sufficient cause for denial of any claim subsequently filed on the basis of the notice of potential claim.
(d) In all other cases, the written notice of potential claim must be submitted to the Senior Planner (Housing) within 15 days after the happening of the event, occurrence or other cause, giving rise to the potential claim.

12.3 Claim Processing Procedure
All claims for which a written notice of potential claim was filed and which claim is not resolved promptly resolved under subsection 12.2 will be processed and resolved in (5-2023)

GENERAL CONDITIONS/SPECIFICATIONS
- 25 -
CAM #4816-7464-0911 v5
accordance with Public Contract Code section 9204, which is hereby incorporated by this reference, and the provisions of section 9204 are generally set forth in this subsection. This subsection and the requirements of Public Contract Code will not preclude the claimant and City from entering into a written waiver of the claim processing procedures outlined in this subsection and electing to resolve the dispute by arbitration pursuant to Public Contract Code section 10240 and following.
(a) The claimant must submit a written claim that includes reasonable documentation necessary to substantiate the claim.
(b) Upon receipt of the claim, the City and the claimant may, by mutual written agreement, extend the time period for the City to respond to the Contractor’s claim. (c) City will respond in writing to any written claim within: (i) 45 days of receipt of the claim; (ii) the extended time period according to Section 12.3(b); or (iii) where the City Council does not meet within 45 days or the extended time period, three days after the next duly publicly noticed meeting on calendar.
(d) The City’s written response will identify the disputed and undisputed portions of the claim, and the City will process payment for any undisputed claims within 60 days after the written statement referenced in Section 12.3(c). If the claimant disputes City’s written response, or City fails to respond within the time prescribed in Section 12.3(c), the claimant may so notify City, in writing, and demand an informal conference to meet and confer for settlement of the issues in dispute. Upon a demand, City will schedule a meet and confer conference within 30 days for settlement of the dispute.
(e) Within 10 business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, the City will provide the Contractor a written statement identifying the portion of the claim that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the claim will be processed and made within 60 days after the City issues its written statement. (f) Any disputed portion of the claim, as identified by the claimant in writing, must be submitted to nonbinding mediation, with the City and the claimant sharing the associated costs equally. The public entity and claimant shall mutually agree to a mediator within 10 business days after the disputed portion of the claim has been identified in writing. If the parties cannot agree upon a mediator, each party shall select a mediator and those mediators may select a qualified neutral third party to mediate with regard to the disputed portion of the claim. Each party bears the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is unsuccessful, the parts of the claim remaining in dispute may be resolved through other means, including civil action or arbitration in accordance with Public Contract Code sections 20104.4 and 20104.6.

13. Assignment of Rights
In entering into this Contract or a subcontract to supply goods, services, or materials pursuant to a public works contract, Contractor or subcontractor offers and agrees to assign to City all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Sec. 15) or under the Cartwright Act (Chapter 2, commencing with Section 16700 of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services, or materials pursuant to the public works contract or the subcontract. This (5-2023)

GENERAL CONDITIONS/SPECIFICATIONS
- 26 -
CAM #4816-7464-0911 v5
assignment will be made and become effective at the time City tenders final payment to Contractor, without further acknowledgement by the parties. (Pub. Con. Code § 7103.5.)

14. Prohibited Interests
No official, employee, or agent of City, nor any member of their immediate family, may have any direct or indirect interest in this Contract.

15. Labor Code Requirements

15.1 State Wage Determination
(a) Under California Labor Code section 1770 and following, Contractor must pay not less than the prevailing rate of per diem wages as determined by the Director of the California Department of Industrial Relations. Copies of such prevailing rate of per diem wages are on file at the office of the Owner, which copies must be made available to any interested party on request, and are also available on the Internet at the website of the Department of Industrial Relations: http://www.dir.ca.gov/dlsr/PWD/index.htm. Contractor must post a copy of such determination at each job site.
(b) Under Labor Code section 1775, Contractor will, as a penalty to City, forfeit the statutory penalty each calendar day, or portion thereof, for each worker paid less than the prevailing rates as determined by the Director for such work or craft in which such worker is employed for any public work done under the Contract by it or by any subcontractor under it. (c) Contractor must comply with all provisions of Labor Code section 1775.

15.2 Compliance Monitoring
(a) The Work is subject to prevailing wage compliance monitoring and enforcement by the Department of Industrial Relations (Labor Code § 1771.4). (b) Pursuant to Labor Code section 1771.4, Contractor and its subcontractor(s) must furnish the payroll records specified in Labor Code section 1776 directly to the Labor Commissioner and to the City, in the following manner:
(1) At least monthly or more frequently if specified in the contract with the awarding body.
(2) In a format prescribed by the Labor Commissioner.
(c) Contractor must post job site notices, as prescribed by regulation (Labor Code § 1771.4).

15.3 Payroll Records
(a) Under Labor Code section 1776, Contractor and each subcontractor must keep an accurate payroll record, showing the name, address, social security number, work classification, straight time and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed by it in connection with the public work.
(5-2023)

GENERAL CONDITIONS/SPECIFICATIONS
- 27 -
CAM #4816-7464-0911 v5
(b) The payroll records enumerated in subsection (a) above, must be certified and made available for inspection at all reasonable hours at the principal office of Contractor on the following basis:
(1) A certified copy of an employee’s payroll record must be made available for inspection or furnished to the employee or his or her authorized representative on request.
(2) A certified copy of all payroll records enumerated in subsection (a) must be made available for inspection or furnished upon request to a representative of the body awarding the Contract, the Division of Labor Standards Enforcement, and the Division of Apprenticeship Standards of the Department of Industrial Relations.
(3) A certified copy of all payroll records enumerated in subsection (a) must be made available upon request by the public for inspection or copies thereof made. However, a request by the public must be made through either the body awarding the Contract, the Division of Apprenticeship Standards, or the Division of Labor Standards Enforcement. If the requested payroll records have not been provided pursuant to subparagraph (2) above, the requesting party must, prior to being provided the records, reimburse the costs of preparation by Contractor, subcontractors, and the entity through which the request was made. The public may not be given access to the records at the principal offices of Contractor.
(c) Contractor or any subcontractor must file a certified copy of the records enumerated in subsection (a) with the entity that requested the records within 10 days after receipt of a written request.
(d) Any copy of records made available for inspection and copies furnished upon request to the public or any public agency by City, the Division of Apprenticeship Standards, or the Division of Labor Standards Enforcement must be marked or obliterated in such a manner as to prevent disclosure of an individual’s name, address, and social security number. The name and address of Contractor or any subcontractor performing the contract may not be marked or obliterated.
(e) Contractor must inform City of the location of the records enumerated under subsection (a), including the street address, city and county, and must, within five working days, provide a notice of change of location and address.
(f) Contractor or any subcontractor has 10 days in which to comply subsequent to receipt of written notice requesting the records enumerated under subsection (a). In the event of noncompliance with the requirements of this Section, Contractor must, as a penalty to the state or City, forfeit the statutory penalty for each calendar day, or portion thereof, for each worker, until strict compliance is effectuated. These penalties will be withheld from progress payments then due. Responsibility for compliance with Section 15.3 (a) through (f) lies with Contractor. (g) For all projects, the payroll records enumerated in subsection 15.3 (a) above, must be delivered to the Labor Commissioner (no event less frequently than monthly) directly to the Labor Commissioner in the format prescribed by the Labor Commissioner. (5-2023)

GENERAL CONDITIONS/SPECIFICATIONS
- 28 -
CAM #4816-7464-0911 v5
(h) Upon request, Contractor must submit backup documentation for certified payroll records including cancelled checks, proof of payment of fringe benefits, time cards, apprenticeship documentation, and other backup records.

15.4 Apprentices
(a) Contractor must comply with Labor Code section 1777.5 and following, and Title 8, California Administrative Code section 200 and following, with respect to apprentices. To ensure compliance and complete understanding of the law regarding apprentices, and specifically the required ratio thereunder, Contractor and subcontractors should, where some question exists, contact the Division of Apprenticeship Standards prior to commencement of the Work.

Responsibility for compliance with this Section lies with Contractor. City policy is to encourage the employment and training of apprentices on its construction contracts as may be permitted under local apprenticeship standards. These provisions require that contractors and subcontractors submit contract award information to the applicable joint apprenticeship committee, employ apprentices in apprenticeable occupations in a ratio of not less than one hour or apprentice’s work for every five hours of labor performed by a journeyman (unless an exception is granted in accordance with Section 1777.5), contribute to the fund or funds in each craft or trade or a like amount to the California Apprenticeship Council, and that contractors and subcontractors may not discriminate among otherwise qualified employees as apprentices solely on the ground of sex, race, religion, creed, national origin, ancestry or color. Only apprentices as defined in Labor Code section 3077, who are in training under apprenticeship standards and who have written apprentice agreements may be employed on public works in apprenticeable occupations. The responsibility for compliance with these provisions is fixed with the prime contractor for all apprenticeable occupations. Contractor agrees to provide Division of Apprenticeship Standards (DAS) Form 13 or any successor apprenticeship reporting form to City no later than the time of Contractor’s execution of the Contract Documents. (b) Contractor must comply with the requirements of Labor Code sections 1777.5 and 1776. In the event of conflict between the provisions, Contractor must comply with the most stringent provision that requires the largest number of apprentices.

15.5 Working Hours
(a) Contractor must comply with all applicable provisions of Labor Code section 1810 and following relating to working hours. Contractor will forfeit the statutory penalty to City for each worker employed in the execution of the Contract by Contractor or by any subcontractor for each calendar day during which such worker is required or permitted to work more than eight hours in any one calendar day and 40 hours in any one calendar week, unless such worker receives compensation for all hours worked in excess of eight hours at not less than one and a half (1-1/2) times the basic rate of pay. Contractor must comply with all requirements for payment of overtime and holiday rates of pay.
(b) City may withhold from any monies payable on account of Work performed by Contractor or any subcontractor, such sums as may administratively be determined to be necessary to satisfy any liabilities of such Contractor or subcontractor, for unpaid wages and liquidated damages as provided for in subsection (a), above.

15.6 Workers Compensation
(a) Under Labor Code sections 1860 and 3700, Contractor is required to secure the payment of compensation of its employees.
(5-2023)

GENERAL CONDITIONS/SPECIFICATIONS
- 29 -
CAM #4816-7464-0911 v5
(b) Under Labor Code section 1861, Contractor must sign and file with City the following certification prior to performing the Work of the Contract: “I am aware of the provisions of section 3700 of the Labor Code which require every employer to be insured against liability for worker’s compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the Work of this Contract.”

15.7 Protection of Workers in Trench Excavations
As required by Labor Code section 6705, whenever Work under the Contract involves the excavation of any trench or trenches five feet or more in depth, Contractor must submit for acceptance by City or by a registered civil or structural engineer, employed by City, to whom authority to accept has been delegated, in advance of excavation, a detailed plan showing the design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground during the excavation, of such trench or trenches. If such plan varies from the shoring system standards established by the Construction Safety Orders of the Division of Industrial Safety, the plan must be prepared by a registered civil or structural engineer employed by Contractor, and all costs therefor will be included in the price named in the Contract for completion of the Work as set forth in the Contract Documents. Nothing in this Section may be deemed to allow the use of a shoring, sloping, or other protective system less effective than that required by the Construction Safety Orders. Nothing in this Section may be construed to impose tort liability on City, the Senior Planner (Housing), nor any City officers, agents, representatives, or employees. Unless a specific bid item is included in the Bid Proposal, payment for protection of workers in excavations requiring adequate sheeting, shoring, bracing and other safety provisions must be included in the bid item for mobilization. A separate item must be shown in the schedule of values for protection of workers in trench excavations. Contractor must obtain all necessary permits for excavation work from Cal/OSHA at Contractor’s expense.

16. Sales and Use Tax Cooperation
Contractor must take all steps reasonably necessary, as instructed by the Director of Finance, with respect to collection and reporting California Sales and Use Tax, to ensure that, to the extent legally possible, sales and use taxes collected for personal property purchased pursuant to this Contract, are reported with a point of sale within City.

17. Documentation of Status of Surety
Contemporaneously with the filing of a bid bond, labor and materials bonds, and faithful performance bond (or others), Contractor must obtain and file with City from the following documents:
(a) a certified copy of the unrevoked appointment Power of Attorney, By Laws or other instrument entitling or authorizing the person who executed the bond to do so; and (b) a certified copy of the Certificate of Authority of the issuer issued by the Insurance Commissioner of the State of California; and
(c) a certificate from the Clerk of the County where the principal office of the issuer is located that the Certificate of Authority of the issuer has not been surrendered, revoked, cancelled, annulled or suspended, or, in the event that it has been surrendered, revoked, cancelled, annulled or suspended, that renewed authority has been granted; and (5-2023)

GENERAL CONDITIONS/SPECIFICATIONS
- 30 -
CAM #4816-7464-0911 v5
(d) copies of the insurers’ most recent annual statement and quarterly statement filed with the Department of Insurance pursuant to Article 10 of Chapter 1 of Part 2 of Division 1 of the Insurance Code (section 900 and following).

18. Construction and Demolition Waste
Contractor must provide an accurate estimate of the amount of construction debris recycled as a result of the project. Any materials that could have been disposed of in a landfill, but were instead processed and reused on the project or elsewhere will be considered recycled.

Amounts must be itemized with description of the items recycled and must be reported in either cubic yards or tons (see Appendix). Examples of recycled construction debris are: asphalt concrete grindings, chunks of broken asphalt concrete, PCC chunks, base, soil, metals, and other similar materials. Contractor must sign the estimate of recycled construction debris and must certify that the estimate is accurate to the best of contractor’s knowledge. Contractor must provide this estimate prior to submittal of the final pay estimate and at such other reasonable intervals during the course of the project as requested by the Senior Planner (Housing).

19. Use of Premises
(a) The Work must be confined to City owned or controlled land or right-of-way as shown on the plans, unless otherwise expressly provided in the Contract Documents. If the right-of-way is not shown on the plans, the Contractor must field verify the right-of-way at no additional cost to the City. Contractor must provide at Contractor’s own expense and without liability to the City any additional land and access thereto that Contractor may desire for temporary construction facilities, or for storage and staging of materials.
(b) Contractor may not trespass upon or in any way disturb property adjacent to City owned or controlled land or right-of-way or outside any permanent or temporary project construction easements without first obtaining written permission from the applicable property owner. A copy of such written permission must be furnished to the Senior Planner (Housing). (c) If Contractor finds it necessary to obtain additional working area, it is the responsibility of Contractor to negotiate permissions, obtain applicable permits and pay all costs pertaining to the additional work area.
(d) If additional work area is required and obtained, the following requirements will apply:
(1) Contractor must restore such property to the full satisfaction of the property owner at no additional cost to the City, and must obtain from the property owner a written release stating that restoration has been satisfactorily made.

Contractor must provide the Senior Planner (Housing) a copy of the written release from the property owner.
(2) Contractor may not place or dispose any excess earth, stone, or other excavated material on any property without first obtaining necessary permits and written permission of the owner of the property and securing the approval of the Senior Planner (Housing). Contractor must provide the Senior Planner (Housing) with one copy of the property owner's written permission and one copy of a written release from the property owner stating that the work has been completed to the satisfaction of the property owner.
(5-2023)

GENERAL CONDITIONS/SPECIFICATIONS
- 31 -
CAM #4816-7464-0911 v5
(3) All items within any City owned or controlled land or right-of-way or within any permanent or temporary construction easements must be removed, or removed and replaced, or restored as required by the Plans and Specifications, as directed by the Senior Planner (Housing).

Project Name: Arneill Road Affordable Housing
Project Number: 1081-03-HS24 Table of Contents
01-20-2026 Page 1
Table of Contents
DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS
00 0110 TABLE OF CONTENTS
DIVISION 03 - CONCRETE
03 0516 UNDERSLAB VAPOR BARRIER
03 1000 CONCRETE FORMING AND ACCESSORIES
03 2000 CONCRETE REINFORCING
03 3000 CAST-IN-PLACE CONCRETE
03 3511 CONCRETE FLOOR FINISHES
03 5400 CAST UNDERLAYMENT
DIVISION 04 - MASONRY
04 2000 UNIT MASONRY
DIVISION 05 - METALS
05 1200 STRUCTURAL STEEL FRAMING
05 5213 PIPE AND TUBE RAILINGS
05 7000 DECORATIVE METAL
05 7300 DECORATIVE METAL RAILINGS
DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES
06 0573 WOOD TREATMENT
06 1000 ROUGH CARPENTRY
06 1733 WOOD I-JOISTS
Project Name: Arneill Road Affordable Housing
Project Number: 1081-03-HS24 Table of Contents
01-20-2026 Page 2
06 1753 SHOP-FABRICATED WOOD TRUSSES
06 2000 FINISH CARPENTRY
06 4100 ARCHITECTURAL WOOD CASEWORK
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
07 1300 SHEET WATERPROOFING
07 1800 TRAFFIC COATINGS
07 2100 BOARD AND BATT INSULATION
07 2119 FOAMED-IN-PLACE INSULATION
07 2500 WEATHER BARRIERS
07 3216 CONCRETE ROOF TILES
07 6200 SHEET METAL FLASHING AND TRIM
07 7100 ROOF SPECIALTIES
07 7123 MANUFACTURED GUTTERS AND DOWNSPOUTS
07 9200 JOINT SEALANTS
DIVISION 08 - OPENINGS
08 1113 HOLLOW METAL DOORS AND FRAMES
08 1400 WOOD DOORS
08 1613 FIBERGLASS DOORS
08 4313 ALUMINUM-FRAMED STOREFRONTS
08 5313 VINYL WINDOWS
08 7100 DOOR HARDWARE
08 8000 GLAZING
Project Name: Arneill Road Affordable Housing
Project Number: 1081-03-HS24 Table of Contents
01-20-2026 Page 3
08 8300 MIRRORS
DIVISION 09 - FINISHES
09 2116 GYPSUM BOARD ASSEMBLIES
09 2236 LATH
09 2243 COATED ARCHITECTURAL FOAM SHAPES
09 2400 CEMENT PLASTERING
09 3000 TILING
09 6500 RESILIENT FLOORING
09 9113 EXTERIOR PAINTING
09 9123 INTERIOR PAINTING
DIVISION 10 - SPECIALTIES
10 1400 SIGNAGE
10 2813 TOILET, BATH, & LAUNDRY ACCESSORIES
10 4400 FIRE PROTECTION SPECIALTIES
10 5500 POSTAL SPECIALTIES
DIVISION 11 - EQUIPMENT
11 3013 RESIDENTIAL APPLIANCES
DIVISION 12 - FURNISHINGS
12 2113 HORIZONTAL LOUVER BLINDS
12 2116 VERTICAL LOUVER BLINDS
12 3600 COUNTERTOPS
Project Name: Arneill Road Affordable Housing
Project Number: 1081-03-HS24 Table of Contents
01-20-2026 Page 4
DIVISION 22 - PLUMBING
22 0000 PLUMBING
22 0529 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND

EQUIPMENT
22 0700 PLUMBING INSULATION
22 1116 DOMESTIC-WATER PIPING
22 1119 DOMESTIC-WATER PIPING SPECIALTIES
22 1123 DOMESTIC-WATER PUMPS
22 1223 FACILITY INDOOR POTABLE-WATER STORAGE TANKS
22 1316 SANITARY WASTE AND VENT PIPING
22 1319 SANITARY WASTE PIPING SPECIALTIES
22 1413 FACILITY STORM DRAINAGE PIPING
22 3300 ELECTRIC DOMESTIC WATER HEATERS
22 4000 PLUMBING FIXTURES
DIVISION 23 - HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC) 23 0500 COMMON WORK RESULTS FOR HVAC
23 0529 HANGERS AND SUPPORTS FOR HVAC PIPING AND

EQUIPMENT
23 0548 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING

AND EQUIPMENT
23 0593 TESTING, ADJUSTING, AND BALANCING FOR HVAC
23 0700 HVAC INSULATION
23 0900 BAS INSTRUMENTATION AND CONTROL
Project Name: Arneill Road Affordable Housing
Project Number: 1081-03-HS24 Table of Contents
01-20-2026 Page 5
23 3113 METAL DUCTS
23 3300 AIR DUCT ACCESSORIES
23 8126 SPLIT-SYSTEM AIR-CONDITIONERS
DIVISION 26 - ELECTRICAL
26 0500 COMMON WORK RESULTS FOR ELECTRICAL
26 0519 LOW VOLTAGE ELECTRICAL POWER CONDUCTORS AND
CABLES
26 0526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS
26 0533 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS
26 0546.13 ELECTRIC UTILITY SYSTEMS
26 0546.16 TELEPHONE UTILITY SYSTEMS
26 0546.19 CABLE TELEVISION (CATV) UTILITY SYSTEMS
26 0553 IDENTIFICATION OF ELECTRICAL SYSTEMS
26 0900 CONTROLS AND INSTRUMENTATION
26 0923 OCCUPANCY SENSORS
26 0943 NETWORK LIGHTING CONTROLS
26 2413 SERVICE AND DISTRIBUTION SWITCHBOARD
26 2416 PANELBOARDS
26 2726 WIRING DEVICES
26 3100 SOLAR PV SYSTEMS
26 5100 INTERIOR LIGHTING
26 5600 EXTERIOR LIGHTING
26 5670 LIGHTING ACCEPTANCE TESTING
Project Name: Arneill Road Affordable Housing
Project Number: 1081-03-HS24 Table of Contents
01-20-2026 Page 6
DIVISION 28 - ELECTRONIC SAFETY AND SECURITY
28 3100 FIRE SPRINKLER MONITORING AND ALARM SYSTEM
28 5500 EMERGENCY RESPONDER RADIO COVERAGE SURVEY
28 5510 EMERGENCY RESPONDER RADIO COVERAGE SYSTEM
DIVISION 31 - EARTHWORK
31 1000 SITE CLEARING
31 2200 GRADING
31 2301 STORM WATER POLLUTION PREVENTION
31 2316 EXCAVATION
31 2316.13 TRENCHING
31 2323 FILL
DIVISION 32 - EXTERIOR IMPROVEMENTS
32 0190 OPERATION AND MAINTENANCE OF PLANTING
32 1123 AGGREGATE BASE COURSES
32 1216 ASPHALT PAVING
32 1313 CONCRETE PAVING
32 1413 PRECAST CONCRETE UNIT PAVING
32 1713 PARKING BUMPERS
32 1723.13 PAINTED PAVEMENT MARKINGS
32 1726 TACTILE WARNING SURFACING
32 3119 DECORATIVE METAL FENCES AND GATES
32 3300 SITE FURNISHINGS
Project Name: Arneill Road Affordable Housing
Project Number: 1081-03-HS24 Table of Contents
01-20-2026 Page 7
32 3313 SITE BICYCLE RACKS
32 8423 IRRIGATION SYSTEM
32 9300 PLANTS
DIVISION 33 - UTILITIES
33 0110.58 DISINFECTION OF WATER UTILITY PIPING SYSTEMS 33 0561 CONCRETE MANHOLES
33 1416 SITE WATER UTILITY DISTRIBUTION PIPING
33 3113 SITE SANITARY SEWERAGE GRAVITY PIPING
33 4211 STORMWATER GRAVITY PIPING
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 03 0516
03 0516 Underslab Vapor Barrier
01-20-2026 Page 1 of 4
Section 03 0516
Underslab Vapor Barrier
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Sheet vapor barrier under new concrete slabs on grade.

1.02 RELATED REQUIREMENTS
A. Section 02 4119 - Selective Structure Demolition
B. Section 03 1000 - Concrete Forming and Accessories: Forms and accessories for formwork.

C. Section 03 2000 - Concrete Reinforcing.

D. Section 03 3000 - Cast-in-Place Concrete: Preparation of subgrade, granular fill, placement of concrete.

1.03 REFERENCE STANDARDS
A. ASTM E1643 - Standard Practice for Selection, Design, Installation, and Inspection of Water Vapor Retarders Used in Contact with Earth or Granular Fill Under Concrete Slabs; 2024.

B. ASTM E1745 - Standard Specification for Plastic Water Vapor Retarders Used in Contact with Soil or Granular Fill under Concrete Slabs; 2017 (Reapproved 2023).

C. ISO 11665-13 - Measurement of Radioactivity in the Environment: Air: Radon 222: Part 13:

Determination of the diffusion coefficient in waterproof materials: membrane two-side activity concentrated test method; 2017.

1.04 SUBMITTALS
A. See Section 01 3300 - Submittals, for submittal procedures.

B. Product Data: Submit manufacturers' data on manufactured products.

1. Manufacturer’s samples and literature.

2. Manufacturer’s installation instructions for placement, seaming, penetration prevention and repair, and perimeter seal per ASTM E1643.

3. Summary of test results per paragraph 9.3 of ASTM E1745.

4. Provide third party documentation that all testing was performed on a single production roll per ASTM E1745 Section 8.1
C. Test Data: Submit report of tests showing compliance with specified requirements.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 03 0516
03 0516 Underslab Vapor Barrier
01-20-2026 Page 2 of 4
D. Manufacturer's Installation Instructions: Indicate installation procedures and interface required with adjacent construction.

1.05 QUALITY ASSURANCE
A. Pre-Installation Meeting: Installing contractor shall hold a pre-installation meeting with the manufacturer's representative to review manufacturer's installation details.

B. After the understab vapor barrier is installed, contractor shall arrange for inspection by manufacturer's representative. Any deviations shall be addressed so that manufacturer's representative can provide letter stating that to the best of their knowledge, based on their observation, installation has been completed per the manufacturer's recommendations.

PART 2 PRODUCTS

2.01 MATERIALS
A. Underslab Vapor Barrier:

1. Water Vapor Permeance: Not more than 0.0081 perms, maximum [grains/(ft2 ? hr ? inHg)] as tested in accordance with mandatory conditioning tests per ASTM E1745 Section 7.1 (7.1.1-7.1.5).

2. Complying with ASTM E1745 Class A.

3. Thickness: 20 mils.

4. Radon Diffusion Coefficient: 6.0x10-12 m2
/second per ISO 11665-13

5. Manfacturers:
a. Stego Industries LLC; Basis of Design Drago Wrap Soil Gas Retarder:
www.stegoindustries.com.
b. Substitutions: See Section 01 6000 - Product Requirements.

B. Accessory Products: Vapor barrier manufacturer's recommended tapes, adhesive, mastic, etc., for sealing seams and penetrations in vapor barrier and forming/screeding accessories to prevent undue penetrations of the membrane.

PART 3 EXECUTION

3.01 EXAMINATION
A. Verify that surface over which vapor barrier is to be installed is complete and ready before proceeding with installation of vapor barrier.

3.02 INSTALLATION
A. Install vapor barrier in accordance with manufacturer's instructions and ASTM E1643.

1. Unroll vapor barrier with the longest dimension parallel with the direction of the concrete placement and face laps away from the expected direction of the placement whenever possible.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 03 0516
03 0516 Underslab Vapor Barrier
01-20-2026 Page 3 of 4

2. Extend vapor barrier to the perimeter of the slab. If practicable, terminate it at the top of the slab, otherwise (a) at a point acceptable to the structural engineer or (b) where obstructed by impediments, such as dowels, water stops, or any other site condition requiring early termination of the vapor barrier. At the point of termination, seal vapor barrier to the foundation wall, grade beam or slab itself.

3. Apply seam tape/textured tape/double-sided tape to a clean and dry vapor barrier.

4. Seal all penetrations (including pipes) per manufacturer’s instructions.

5. Avoid the use of stakes driven through vapor barrier by utilizing screed and forming systems that will not leave punctures in the vapor barrier.

6. Repair damaged areas with vapor barrier material of similar (or better) permeance, puncture and tensile.

B. Lap joints minimum 6 inches and seal with manufacturer's tape.

C. Seal joints, seams and penetrations watertight with manufacturer's recommended products and follow manufacturer's written instructions.

D. No penetration of vapor barrier is allowed except for permanent utilities.

E. Repair damaged vapor retarder before covering with other materials.

F. Where installing in existing building tie into existing vapor barrier if possible.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 03 0516
03 0516 Underslab Vapor Barrier
01-20-2026 Page 4 of 4
This page intentionally left blank
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 03 1000
03 1000 Concrete Forming and Accessories
01-20-2026 Page 1 of 6
Section 03 1000
Concrete Forming and Accessories
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Formwork for cast-in-place concrete, with shoring, bracing and anchorage.

B. Installation of items to be embedded in concrete, such as anchor bolts, inserts, embeds, and sleeves.

C. Openings for other work.

D. Form accessories.

E. Form stripping.

F. Sustainability Requirements

1.02 RELATED REQUIREMENTS
A. Drawings and general provisions of the Contract, Including General and Supplementary Conditions Division 01 Specification Sections, apply to this Section B. Section 03 2000 - Concrete Reinforcing.

C. Section 03 3000 - Cast-in-Place Concrete.

D. Section 05 1200 - Structural Steel Framing: Placement of embedded steel anchors and plates in cast-in-place concrete.

1.03 REFERENCE STANDARDS
A. ACI CODE-318 - Building Code Requirements for Structural Concrete and Commentary; 2019 (Reapproved 2022).

B. ACI PRC-347 - Guide to Formwork for Concrete; 2014 (Reapproved 2021).

C. ACI SPEC-117 - Specification for Tolerances for Concrete Construction and Materials; 2010 (Reapproved 2015).

D. ACI SPEC-301 - Specifications for Concrete Construction; 2020.

E. PS 1 - Structural Plywood; 2023.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 03 1000
03 1000 Concrete Forming and Accessories
01-20-2026 Page 2 of 6

1.04 SUBMITTALS
A. See Section 01 33 00 - Submittal Procedures, for submittal procedures B. Product Data: Provide data on void form materials and installation requirements.

C. Keep an accurate record of the dates of removal of forms, form shores and reshores, and furnish copies to the SEOR.

1.05 QUALITY ASSURANCE
A. Comply with the pertinent provisions of 01 4300 "Quality Requirements." B. Construct forms according to ACI 347, "Guide to Formwork for Concrete," and conforming to tolerances of ACI 117, "Standard Specifications for Tolerances for Concrete Construction and Materials"

1.06 DELIVERY, STORAGE, AND HANDLING
A. Comply with pertinent provisions of Division 01 Section 01 67 00 "Product Requirements," delivering materials in a timely manner to ensure uninterrupted progress.

B. Store prefabricated forms off ground in ventilated and protected manner to prevent deterioration from moisture.

PART 2 PRODUCTS

2.01 FORMWORK - GENERAL
A. Provide concrete forms, accessories, shoring, and bracing as required to accomplish cast-inplace concrete work.

B. Design and construct concrete that complies with design with respect to shape, lines, and dimensions.

C. Comply with applicable state and local codes with respect to design, fabrication, erection, and removal of formwork.

D. Comply with relevant portions of ACI CODE-318, ACI PRC-347, and ACI SPEC-301.

2.02 WOOD FORM MATERIALS
A. Softwood Plywood: PS 1, B-B Medium or High Density Concrete Form Overlay, Class I, grade marked, not mill oiled.

B. Lumber: DF species; WCLIB Construction grade or better, WWPA No. 1 grade or better; with grade stamp clearly visible.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 03 1000
03 1000 Concrete Forming and Accessories
01-20-2026 Page 3 of 6

2.03 FORMWORK ACCESSORIES
A. Form ties: Prefabricated rod, flat band, wire, internally threaded disconnecting type, or equal, not leaving metal within 1-1/2" of concrete surface.

B. Form Release Agent: Capable of releasing forms from hardened concrete without staining or discoloring concrete or forming bugholes and other surface defects, compatible with concrete and form materials, and not requiring removal for satisfactory bonding of coatings to be applied.

1. Composition: Colorless, reactive, water-based or solvent-based compound.

2. Do not use materials containing diesel oil or petroleum-based compounds.

3. VOC Content: In compliance with applicable local, State, and federal regulations.

C. Embedded Anchor Shapes, Plates, Angles and Bars: As specified in Section 05 1200.

PART 3 EXECUTION

3.01 EXAMINATION
A. Verify lines, levels and centers before proceeding with formwork. Ensure that dimensions agree with drawings.

3.02 EARTH FORMS
A. Hand trim sides and bottom of earth forms. Remove loose soil prior to placing concrete. Sides of all footings and grade beams shall be formed, unless the member detail provides at least 3" clear cover to reinforcement and indicates the member is cast against earth. Remove formwork prior to backfilling operations.

3.03 ERECTION - FORMWORK
A. Erect formwork, shoring and bracing to achieve design requirements, in accordance with requirements of ACI SPEC-301.

B. Rigidly construct forms to prevent mortar leakage, sagging, displacement or bulging between studs. Use clean, sound, approved form material, coated with specified materials only, not oil.

Provide backing on all plywood joints.

C. Coat forms with the specified resin coating, not form oil. Construct forms to exact shapes, sizes, lines and dimensions required to obtain level, plumb, and straight surfaces. Provide openings, offsets, keys, reglets, anchorages, recesses, moldings, chamfers, blocking, screeds, drips, bulkheads, and all other required features. Make forms easily removable without hammering or prying against concrete. Space forms apart with metal spreaders. Construct forms to accurate alignment, locations and grades, and provide against sagging, leakage of concrete mortar, or displacement occuring during and after placing of concrete. Coordinate installation of inserts and anchors in forms according to shop drawings and requirements for work of other sections.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 03 1000
03 1000 Concrete Forming and Accessories
01-20-2026 Page 4 of 6
D. Provide bracing to ensure stability of formwork. Shore or strengthen formwork subject to overstressing by construction loads.

E. Reglets and Rebates: Form required reglets and rebates to receive frames, flashing and other equipment. Obtain required dimensions, details, and precise positions for work to be installed under other sections and form concrete accordingly.

F. Form Joints: Align joints and make watertight. Keep form joints to a minimum. Fill joints to produce smooth surfaces, intersections, and arises. Use polymer foam or equivalent fillers at joints and where forms abut or overlap existing concrete to prevent leakage of mortar.

G. Recesses, Drips, and Profiles: Provide smooth milled wood or pre-formed rubber or plastic shapes of types shown and required.

H. Cleanouts and Cleaning: Provide Temporary openings in all wall forms and other vertical forms for cleaning and inspection. Clean forms and surfaces to receive concrete prior to placing.

I. Re-Use: Clean and Recondition form material before re-use.

3.04 APPLICATION - FORM RELEASE AGENT
A. Apply form release agent on formwork in accordance with manufacturer's recommendations.

B. Apply prior to placement of reinforcing steel, anchoring devices, and embedded items.

C. Do not apply form release agent where concrete surfaces will receive special finishes or applied coverings that are affected by agent. Soak inside surfaces of untreated forms with clean water.

Keep surfaces coated prior to placement of concrete.

3.05 INSERTS, EMBEDDED PARTS, AND OPENINGS
A. All necessary pipe sleeves, anchors, or other required inserts shall be accurately installed as part of the work of other sections, according to Specification Section 03 30 00, Section 1.3.B for submittal requirements related to this scope.

B. Obtain approval before framing openings in structural members that are not indicated on drawings.

C. Provide formed openings where required for items to be embedded in passing through concrete work.

D. Locate and set in place items that will be cast directly into concrete.

E. Conduits or pipes:

1. Locate so as not to reduce strength of the concrete

2. Do not place pipes, other than conduits, in a slab 4-1/2" thick or less in any case. Conduit buried in a concrete slab shall not have an outside dimension greater than 1/3 the slab thickness nor be placed below the bottom reinforcing or over the top reinforcement.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 03 1000
03 1000 Concrete Forming and Accessories
01-20-2026 Page 5 of 6

3. Sleeves: Pipe sleeves may pass through the slab or walls if not exposed to rusting or other deterioration and are of uncoated or galvanized iron or steel. Provide sleeves of diameter large enough to pass any hub or coupling on pipe, including any insulation.

4. Conduits may be embedded in walls only if the outside diameter does not exceed 1/3 the wall thickness, are spaced no closer than 3 diameters on centers and not impair the strength of the structure.

F. Coordinate with work of other sections in forming and placing openings, slots, reglets, recesses, sleeves, bolts, anchors, other inserts, and components of other work.

G. Install accessories in accordance with manufacturer's instructions, so they are straight, level, and plumb. Ensure items are not disturbed during concrete placement.

H. Install waterstops in accordance with manufacturer's instructions, so they are continuous without displacing reinforcement. Heat seal joints so they are watertight.

I. Provide temporary ports or openings in formwork where required to facilitate cleaning and inspection. Locate openings at bottom of forms to allow flushing water to drain.

J. Close temporary openings with tight fitting panels, flush with inside face of forms, and neatly fitted so joints will not be apparent in exposed concrete surfaces.

3.06 FORM CLEANING
A. Clean forms as erection proceeds, to remove foreign matter within forms.

B. Clean formed cavities of debris prior to placing concrete.

3.07 FORMWORK TOLERANCES
A. Construct formwork to maintain tolerances required by ACI SPEC-117, unless otherwise indicated.

B. Deflection: Limit Deflection of forming surfaces from concrete pressure to L/240.

C. Finish Lines: Position formwork to maintain hardened concrete finish lines within following permissible deviations.

1. Variation from Plumb:

In 10'-0" 1/4 inch
In any story or 20'-0" 3/8 inch
In 40'-0" or more 3/4 inch

2. Variation from Level or Grades Indicated
In 10'-0" 1/4 inch
In any story or 20'-0" 3/8 inch
In 40'-0" or more 3/4 inch

3. Cross-Sectional Dimensions
a. Minus 1/4 inch
b. Plus 1/2 inch
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 03 1000
03 1000 Concrete Forming and Accessories
01-20-2026 Page 6 of 6

3.08 FIELD QUALITY CONTROL
A. Inspect erected formwork, shoring, and bracing to ensure that work is in accordance with formwork design, and to verify that supports, fastenings, wedges, ties, and items are secure.

3.09 FORM REMOVAL
A. Do not remove forms or bracing until concrete has gained sufficient strength to carry its own weight and all superimposed loads as determined by testing field cured cylinders, but not sooner than specified in ACI 347 Section 3.6.2.3. Load supporting forms may be removed when concrete has attained 75 percent of required 28 day compressive strength, but no sooner than 3 days, provided construction is reshored. Vertical formwork for cast in place concrete walls may be removed no sooner than 1 day following concrete placement, provided that the contractor can demonstrate that no sloughing or sagging of concrete will occur.

1. Reshore structural members as specified per ACI 347.

2. Remove formwork progressively so unbalanced loads are not imposed on the structure.

3. Avoid damage to concrete surfaces during removal.

4. Remove formwork in same sequence as concrete placement to achieve similar concrete surface coloration.

END OF SECTION 03 1000
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 03 2000
03 2000 Concrete Reinforcing
01-20-2026 Page 1 of 4
Section 03 2000
Concrete Reinforcing
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Reinforcing Steel for Concrete Foundations
B. Reinforcing Steel for Concrete Slabs on Grade

1. Reinforcing steel for cast-in-place concrete.

C. Supports and accessories for steel reinforcement.

1.02 RELATED REQUIREMENTS
A. Drawings and general provisions of the Contract, Including General and Supplementary Conditions Division 01 Specification Sections, apply to this Section.

B. Section 03 1000 - Concrete Forming and Accessories.

C. Section 03 3000 - Cast-in-Place Concrete.

D. Section 04 2000 - Unit Masonry: Reinforcement for masonry.

1.03 REFERENCE STANDARDS
A. ACI CODE-318 - Building Code Requirements for Structural Concrete and Commentary; 2019 (Reapproved 2022).

B. ACI SPEC-301 - Specifications for Concrete Construction; 2020.

C. ACI 315 - Manual of Standard practice for Detailing Reinforced Concrete Structures; 2011.

D. ACI 318 - Building Code Requirements for Structural Concrete and Commentary; 2014.

E. ASTM A615/A615M - Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement; 2024.

F. ASTM A706/A706M - Standard Specification for Deformed and Plain Low-Alloy Steel Bars for Concrete Reinforcement; 2024.

G. AWS D1.4/D1.4M - Structural Welding Code - Steel Reinforcing Bars; 2018, with Amendment (2020).

H. CRSI (DA4) - Manual of Standard Practice; 2024.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 03 2000
03 2000 Concrete Reinforcing
01-20-2026 Page 2 of 4
I. CRSI (P1) - Placing Reinforcing Bars; 2011.

1.04 SUBMITTALS
A. See Section 01 3300 - Submittal Procedures, for submittal procedures B. Reports: Submit certified copies of mill test report of reinforcement materials analysis.

1.05 QUALITY ASSURANCE
A. Comply with the pertinent provisions of 01 4000 "Quality Control." B. Perform work of this section in accordance with ACI SPEC-301.

1.06 DELIVERY STORAGE AND HANDLING
A. Comply with pertinent provisions of Division 01 Section 01 6000 "Product Requirements," delivering materials in a timely manner to ensure uninterrupted progress.

B. Bundle bars, tag with identification, and transport and store so as not to damage any material.

Use metal tags indicating size, length and other marking shown on placement drawings.

Maintain tags after bundles are broken
C. Avoid exposure to dirt, moisture or conditions harmful to reinforcement.

1.07 EXTRA MATERIAL
A. Provide an allowance of an additional 10% of the total reinforcing steel tonnage in addition to the quantities shown on the drawings. This additional steel shall be installed in sizes and locations as directed by the structural engineer.

PART 2 PRODUCTS

2.01 REINFORCEMENT
A. Reinforcing Steel: ASTM A615/A615M, Grade 60 (60,000 psi).

1. Deformed billet-steel bars.

2. Unfinished.

3. Only to be used for conditions where bars will not be welded.

B. Reinforcing Steel: ASTM A706/A706M, Grade 60 (60,000 psi) deformed low-alloy steel bars.

1. Unfinished.

2. Used in all cases where welding of bars is required.

C. Reinforcement Accessories:

1. Tie Wire: ASTM A82, Annealed copper bearing steel, minimum 16 gage, 0.0508 inch.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 03 2000
03 2000 Concrete Reinforcing
01-20-2026 Page 3 of 4

2. Chairs, Bolsters, Bar Supports, Spacers: Sized and shaped for adequate support of reinforcement during concrete placement. Standard manufactured products shall conform to the Concrete Reinforcing Institute, "Manual of Stand Practice," latest edition.

3. Use dense precast concrete supports with embedded wire ties for reinforcement placed on grade. Elsewhere, use wire bar supports.

2.02 RE-BAR SPLICING:

A. Coupler Systems: Mechanical devices for splicing reinforcing bars conforming to the requirements of ACI 318-14 Section 25.5.7.1; capable of developing 1.25fy of the steel reinforcing yield strength in tension and compression.

1. Products:
a. Dayton Superior Corporation; Bar Lock Coupler System: www.daytonsuperior.com (ICC-ESR 2481.
b. Splice Sleeve North America, Inc; NMB Splice Sleeve System:
www.splicesleeve.com/#sle.
c. [Lenton Lock Couplers (IAPMO-ES 129)].
d. Substitutions: See Section01 6000-Product Requirements.

B. Dowel Bar Splicer with Dowel-Ins: Mechanical devices for splicing reinforcing bars.

1. Comply with ACI CODE-318 steel reinforcing design strength requirements for splices in tension and compression.

2. Products:
a. Dayton Superior Corporation; _______: www.daytonsuperior.com/#sle. b. Lenton Form Savers (IAPMO-ES 129).

2.03 FABRICATION
A. Fabricate concrete reinforcing in accordance with CRSI (DA4) - Manual of Standard Practice.

B. Bending and Forming

1. Fabricate bars of the indicated sizes and bend and form to required shapes and lengths by methods not injurious to materials

2. Do not heat reinforcement for bending

3. Bend bars No. 6 size and larger in the shop only.

4. Bars with unscheduled kinks or bends are subject to rejection.

5. Use only tested and approved bar materials
C. Welding of reinforcement is not permitted.

D. Locate reinforcing splices not indicated on drawings at point of minimum stress. Review locations of splices with SEOR.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 03 2000
03 2000 Concrete Reinforcing
01-20-2026 Page 4 of 4
PART 3 EXECUTION

3.01 PLACEMENT
A. Before placing bars, and again before concrete is placed, clean bars of loose rust and/or mill scale, dirt, oil, or any other coating that may be deleterious or could reduce bond with the concrete.

B. Securing in place:

1. Accurately place bars and wire tie in precise position where bars cross.

2. Bend ends of wire ties away from the forms.

3. Wire tie bars to the corners of ties and stirrups.

4. Support bars according to the Concrete Reinforcing Steel Institute (CRSI) "Placing Reinforcing Bars," using approved accessories and chairs.

5. Place precast concrete cubes with embedded wire ties to supporting reinforcing steel bars in concrete placed on grade and in footings.

6. Take adequate precautions to ensure that reinforcing bar position and spacing is maintained during concrete placement.

C. Do not displace or damage vapor barrier.

D. Maintain concrete cover around reinforcing as follows:

1. Refer to Drawings for cover requirements
E. Splices:

1. Do not splice reinforcing bars at the points of maximum stress except where indicated.

2. Lap splices as shown or required to develop the full strength or stress of the bars.

3. Stagger splices in horizontal wall bars at least 48" longitudinally in alternate bars and opposite faces.

3.02 FIELD QUALITY CONTROL
A. Comply with all pertinent provisions of Division 01 Section 01 4000 "Quality Control".

B. Supervision: Perform Work to this Section under supervision of a capable superintendent.

C. An independent testing agency, as specified in Section 01 4000, shall inspect installed reinforcement for conformance to contract documents before concrete placement.

END OF SECTION 03 2000
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 03 3000
03 3000 Cast-in-Place Concrete
01-20-2026 Page 1 of 16
Section 03 3000
Cast-in-Place Concrete
PART 1 - GENERAL

1.01 SECTION INCLUDES
A. Section Includes cast-in-place concrete, concrete materials, mixture design, placement procedures and finishes for the following:

B. Joint devices associated with concrete work.

C. Miscellaneous concrete elements, including equipment pads, equipment pits, light pole bases, flagpole bases, thrust blocks, and manholes.

D. Concrete curing.

E. Concrete Foundations

C. Section 03 2000 - Concrete Reinforcing.

1.03 REFERENCE STANDARDS
A. ACI CODE-318 - Building Code Requirements for Structural Concrete and Commentary; 2019 (Reapproved 2022).

B. ACI PRC-305 - Guide to Hot Weather Concreting; 2020.

C. ACI PRC-306 - Guide to Cold Weather Concreting; 2016.

D. ACI PRC-308 - Guide to External Curing of Concrete; 2016.

E. ACI SPEC-301 - Specifications for Concrete Construction; 2020.

F. ACI 309R - Guide for Consolidation of Concrete
G. ACI 318 - Building Code Requirements for Structutral Concrete and Commentary; 2014 Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 03 3000
03 3000 Cast-in-Place Concrete
01-20-2026 Page 2 of 16
H. ASTM A615/A615M - Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement; 2024.

I. ASTM A706/A706M - Standard Specification for Deformed and Plain Low-Alloy Steel Bars for Concrete Reinforcement; 2015.

J. ASTM C33/C33M - Standard Specification for Concrete Aggregates; 2024a.

K. ASTM C39/C39M - Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens; 2024.

L. ASTM C94/C94M - Standard Specification for Ready-Mixed Concrete; 2025.

M. ASTM C109/C109M - Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 50 mm [2 in.] Cube Specimens); 2024.

N. ASTM C143/C143M - Standard Test Method for Slump of Hydraulic-Cement Concrete; 2020.

O. ASTM C260/C260M - Standard Specification for Air-Entraining Admixtures for Concrete; 2024.

P. ASTM C494/C494M - Standard Specification for Chemical Admixtures for Concrete; 2024.

Q. ASTM C595/C595M - Standard Specification for Blended Hydraulic Cements; 2021.

R. ASTM C618 - Standard Specification for Coal Ash and Raw or Calcined Natural Pozzolan for Use in Concrete; 2025a.

S. ASTM C685/C685M - Standard Specification for Concrete Made by Volumetric Batching and Continuous Mixing; 2025.

T. ASTM C1602/C1602M - Standard Specification for Mixing Water Used in the Production of Hydraulic Cement Concrete; 2022.

1.04 SUBMITTALS
A. See Section 01 3300 - Submittals for submittal procedures.

B. Product Data: Comply with the pertinent provisions of Section 01 6000 " Product Requirements." Submit manufacturers' data on manufactured products showing compliance with specified requirements and installation instructions.

1. Material Certificates: For Each of the following, signed by the manufacturer(s) a. Cementitious materials
b. Admixtures
c. Curing compounds
d. Non-shrink grout

2. Material Test Reports: For the following, from a qualified testing agency, indicating compliance with the requirements:
a. Aggregates
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 03 3000
03 3000 Cast-in-Place Concrete
01-20-2026 Page 3 of 16
C. Mix Design: Submit proposed concrete mix design(s). For each concrete mixture:

1. Inidcate Intended Locations for use

2. Indicate proposed mix design complies with requirements of ACI 301, Section 4 - Concrete Mixtures.

3. Indicate proposed mix design complies with requirements of ACI 318, Chapter 5 - Concrete Quality, Mixing and Placing.
a. Mixes shall be based on existing approved compressive strength test data for concrete mixes in accordance with ACI 318 Section 5.3.1.1 and requirements below:
1) Strength Requirements: Design mixes for structural concrete for minimum 28- day compressive strengths required by Drawings and Specifications. The trial batch strength for each mix shall exceed indicated or specified strength by 750 psi or a lesser amount based on the standard deviations of strength test records according to ACI 318.
2) Normal Weight Concrete Mix Design: Design all mixes for workability and durability of concrete. Control the mixes in accordance with the CBC, ACI 318 Section 5.2, ACI 211.1, Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete, and Chapter 4, ACI 318, Building Code Requirements for Reinforced Concrete. Make adjustments in cement content required for concrete strengths at Contractor's expense and do not exceed 0.50 (or as indicated on concrete general notes of approved plans) absolute watercement or cement plus fly ash ratio by weight. Do not use calcium chloride or any admix containing such material. Admixtures containing a material releasing nitrates in solution are limited to 0.06 percent by weight for the chloride ion. 3) Maximum Aggregate Sizes: Not exceeding 3/4 of minimum clear space between bars and
between bars and forms, nor larger than 1/5 of least dimensions between the forms.

Design the mixes with 1" maximum size, except maximum 1-1/2" size for foundations as submitted by the contractor and approved by the Architect and Structural Engineer of Record.
4) Pumped Concrete: Design Concrete mixes specifically for pump placing with dry loose volume of fine aggregates not more than 47 percent of total aggregates.
5) ACI 318 Section 5.3.1.1 with test records. Where a testing laboratory acceptable to the enforcement agency has records of compressive strength tests, a standard deviation shall be established. Test records from which a standard deviation is calculated shall:
(a) Represent materials, quality control procedures and conditions similar to those expected, and changes in materials and proportions within the test records shall not have been more restricted than those for proposed work. (b) Represent concrete produced to meet a specified strength or strengths f’ c within 1,000 psi of that specified for proposed work.
(c) Must consist of at least 30 consecutive tests or two groups of consecutive tests totaling at least 30 tests as defined in ACI 318 Section 5.3.1.1, except as provided in ACI 318 Section 5.3.1.2.

4. Include alternate mix designs when characteristics of materials, project conditions, weather, test results, or other circumstances warrant adjustments.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 03 3000
03 3000 Cast-in-Place Concrete
01-20-2026 Page 4 of 16
D. Test Reports: Submit report for each test or series of tests specified.

E. Manufacturer's Installation Instructions: For concrete accessories, indicate installation procedures and interface required with adjacent construction.

F. Delivery Tickets: With each transit truck provide delivery ticket, signed by an authorized representative from the batch plan, containing all information required by ASTM C94, as well as time batched, type of brand of cement, cement content, maximum size of aggregate and total water content.

1.05 QUALITY ASSURANCE
A. Comply with the pertinent provisions of 01 4000 "Quality Requirements." B. Qualifications

1. Installer Qualifications: And experienced installer who has completed concrete work similar in material, design, and extendt to that indicated for this project and whose work has resulted in construction with a record of successful in-service performance. Adequate numbers of trained and experienced personnell shall be used.

2. Manufacturer Qualifications: The production facility supplying hydraulic cement concrete shall have a current Certification of Ready Mixed Concrete Production Facilities from the National Ready Mixed Concrete Association, or equivalent.

3. Concrete Testing and Inspection Services: The owner shall engage a qualified Independent Testing Agency to perform evaluation test and special inspections per Structural Notes on Drawings and as required per the code. Personnel conducting test shall be qualified as ACI Concrete Field Testing Technician, Grade 1 according to ACI CP-1 or an equivalent program.

C. Perform work of this section in accordance with ACI SPEC-301 and ACI CODE-318.

1. Maintain one copy of each document on site.

D. Follow recommendations of ACI PRC-305 when concreting during hot weather.

E. Follow recommendations of ACI PRC-306 when concreting during cold weather.

F. Source Quality Control: Refer to the following paragraphs for specific procedures. Concrete materials which, by previous tests or actual service, have shown conformance may be used without testing when so approved by SEOR. Testing laboratory shall perform the following conformance testing

1. Cementitious Material Test: The concrete supplier shall furnish to the enforcement agency certification from the cement manufacturer that the cement proposed for use on the project has been manufactured and tested in compliance with the requirements of ACI 318-14 Section 3.2.1 and the ASTM standards listed in the materials section of this Specification.

2. Aggregates for Normal Weight Concrete: Test the aggregate before and after concrete mix is designed and whenever character of aggregate varies or source of material is changed in accordance with ASTM C33 and CBC. Include a sieve analysis. Obtain samples of aggregates at the dry batching or ready-mix concrete plant in accordance with ASTM D75 and perform tests for the properties listed in the following table:

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 03 3000
03 3000 Cast-in-Place Concrete
01-20-2026 Page 5 of 16
Physical Properties
Physical Properties,
units
Test
Method
Minimum Values
Sieve analysis ASTM
C136
Loss after 5 cycles not more than 8
percent of coarse aggregate, nor
more than 10 percent of fine
aggregate
Organic impurities ASTM C40 Fine aggregate not darker than reference standard color
Soundness ASTM C88
Abrasion ASTM
C131
Weight loss not more than 10.5
percent after 100 revolutions, 42
percent after 500 revolutions
Deleterious materials ASTM
C33, C330
Materials finer than No.
200 sieve
ASTM
C117
Not over 1 percent for gravel, 1.5
percent for crushed aggregate
Reactivity potential ASTM
C227,
C289,
C342
Ratio of silica released to reduction
in alkalinity not to exceed 1.0.

Sand equivalent ASTM
D2419
California sand equivalent values
operating range not below 71
percent
G. Compliance with Regulations: All materials shall comply with the current rules and regulations of the local air quality management district, with the rules regarding volatile organic compounds, and with FDA rules and regulations for dangerous substances in construction products.

H. Allowable Tolerances: Construct concrete conforming to the tolerances specified in ACI 117 "Recommended Tolerances for Concrete Construction and Materials", as applicable, unless exceeded by the requirements of regulatory agenciesor otherwise indicated or specified.

1.06 DELIVERY, STORAGE, AND HANDLING
A. Comply with pertinent provisions of Section 01 6000, "Product Requirements." B. Ready-mix concrete shall be mixed and delivered in accordance with ASTM C 94. Each batch of concrete delivered to the Project site shall be accompanied by a time slip bearing departure time and signature of batch plant supervisor. Concrete shall be placed within 90 minutes after start of mixing. Concrete which has developed initial set shall not be used. Concrete which has partially hardened shall not be used. Deliver all materials in timely manner to ensure uninterrupted progress of the work.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 03 3000
03 3000 Cast-in-Place Concrete
01-20-2026 Page 6 of 16
C. Deliver, store and handle all cement and aggregate materials so as to prevent their deterioration or intrusion by foreign matter. Deteriorated or contaminated materials shall not be furnished.

1.07 JOB CONDITIONS
A. Cold Weather Requirements:

1. Follow recommendations of ACI 306R when concreting during cold weather.

2. Adequate equipment shall be provided for heating concrete materials and protecting concrete during freezing or near-freezing weather. Surfaces, in which concrete is to come in contact with, shall be free from frost or ice. No frozen materials or materials containing ice shall be furnished.

3. When placing concrete during freezing or near-freezing weather the mix shall have a temperature of at least 50 degrees F., but not more than 90 degrees F. when cement is added. Concrete shall be maintained at a temperature of at least 50 degrees F. for at least 72 hours after placing or until it has thoroughly hydrated. When necessary, concrete materials shall be heated before mixing. Special precautions shall be provided for protection of transit-mixed concrete.

B. Hot Weather Requirements:

1. Follow recommendations of ACI 305R when concreting during hot weather.

2. During hot weather, proper attention shall be provided for ingredients, production methods, handling, placing, protection and curing, to prevent excessive concrete temperatures or water evaporation which could impair required strength or durability.

PART 2 PRODUCTS

2.01 FORMWORK
A. Comply with requirements of Section 03 1000.

2.02 REINFORCEMENT MATERIALS
A. Comply with requirements of Section 03 2000.

2.03 CONCRETE MATERIALS
A. Cement: ASTM C150/C150M, Type II - Moderate Portland type, low alkali. Provide Type V where concrete is in contact with soil corrosive to concrete. Use Type III from one batch by a single source for all architecturally exposed concrete.

B. Blended Hydraulic Cement: ASTM C595/C595M, Type IS(20).

C. Fine and Coarse Aggregates: ASTM C 33, C330, and C 227, from approved pits, free from vegetable matter and of opaline, feldspar, or siliceous magnesium substances; all washed, clean, hard, fine-grained sound crushed rock or gravel; not over 5 percent by weight of flat, thin, elongated, friable, or laminated pieces (pieces having major dimension over 5 times average dimension) or more than 2 percent by weight of shale or cherty material. Any suitable Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 03 3000
03 3000 Cast-in-Place Concrete
01-20-2026 Page 7 of 16
individual grading of coarse aggregate may be furnished, provided Grading of Combined Aggregate Zone II Well Graded is obtained.

D. Water: Water shall be potable and free from deleterious matter or shall otherwise satisfy the requirements of ASTM C1602.

E. Supplementary Cementitious Materials

1. Pozzolan: ASTM C618, Class F or N Fly Ash (Class C Not permitted) subject to the conditions of the CBC, containing two percent or less carbon. Fly ash shall not be used in excess of 15 percent by weight of total cement quantity for structural concrete. Where fly ash replacement is 25% or higher, maximum water-cement ratio shall be 0.45. Fly ash need not be included in lightweight concrete mix designs.

2. As an altertnaive to Fly ASH, Ground Granulated Blast Furnace Slag may be used conforming to the specifications of ASTM C989
F. Fly Ash: ASTM C618, Class C or F.

G. Water: Clean, potable and not detrimental to concrete, complying with ASTM C94 and ASTM C1602

2.04 ADMIXTURES
A. Admixtures to be used in concrete shall be subject to prior approval by the Structural Engineer.

Where more than one admixture is used, they shall be compatible. Use of admixtures shall be consistent throughout Work.

B. Do not use chemicals that will result in soluble chloride ions in excess of 0.1 percent by weight of cement.

C. Air Entrainment Admixture: ASTM C260/C260M.

D. High Range Water Reducing Admixture: ASTM C494/C494M Type F.

1. Super-Plasticizers (High Range Water Reducers): ASTM C494, Type F. Capable of producing concrete which can be placed at 8 11 inch slump without segregation, capable of maintaining slump within 2" of that initially mixed for 2 hours, and of maintaining concrete temperature within 2 degrees F. from time of batching for 2 hours minimum.

E. Water Reducing and Retarding Admixture: ASTM C494/C494M Type D.

1. Only one brand. When used, are subject to approval of Structural Engineer of Record, and must reduce the mixing water at least 10 percent without entraining air in excess of 2 percent by volume. If the water reducing agent entrains more than 2 percent air, the water reduction shall be at least 12 percent, but in no case shall the water reducing agent entrain air in excess of 4 percent.

F. Water Reducing Admixture: ASTM C494/C494M Type A.

1. Only one brand. When used, are subject to approval of Structural Engineer of Record, and must reduce the mixing water at least 10 percent without entraining air in excess of 2 percent by volume. If the water reducing agent entrains more than 2 percent air, the water Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 03 3000
03 3000 Cast-in-Place Concrete
01-20-2026 Page 8 of 16
reduction shall be at least 12 percent, but in no case shall the water reducing agent entrain air in excess of 4 percent.

2.05 ACCESSORY MATERIALS
A. Non-Shrink Cementitious Grout: Premixed compound consisting of nonmetallic aggregate, cement, water reducing and plasticizing agents.

1. Minimum Compressive Strength at 48 Hours: 2,000 pounds per square inch.

2. Minimum Compressive Strength at 28 Days, ASTM C109/C109M: 7,000 pounds per square inch.

3. non-gas-forming and free of oxidizing catalysts and inorganic accelerators, used as dry or damp pack, or mixed to a 20-second flow (CRC-C 611), without segregation or bleeding at any temperature between 45 degrees F and 100 degrees F.

4. Low-Slump, Dry Pack Products:
a. Drypack: Field mixture of I part Portland cement to 2 parts fine aggregate mixed to a damp consistency such that a ball molded in the hands will stick together and hold its shape. In lieu of field mixing, Contractor may use factory mixed drypack material, such as Master Builders "Set Grout." f'c shall be equal to 5,000 psi.

2.06 BONDING AND JOINTING PRODUCTS
A. Bonding Agent: "Weld-Crete," manufactured by Larsen Products Co., P.O. Box 2127, Rockville, MD 20852, Master Builders "Concresive," or equal.

B. Construction Joint Materials: "Key-Kold" or "Kwik-Joint," of profiles indicated.

C. Slab Isolation Joint Filler: 1/2-inch thick, height equal to slab thickness, with removable top section forming 1/2-inch deep sealant pocket after removal.

D. Expansion Joint Fillers: Preformed strips, non-extruding and resilient bituminous type, of thickness indicated, conforming to ASTM D 1751 and ASTM D1752.

2.07 CURING MATERIALS
A. Curing Compound, Naturally Dissipating: Clear, water-based, liquid membrane-forming compound; complying with ASTM C309.

B. Moisture-Retaining Sheet: ASTM C171.

1. Curing paper, regular.

2. White-burlap-polyethylene sheet, weighing not less than 3.8 ounces per square yard.

2.08 CONCRETE MIXING
A. Furnish ready-mixed concrete from an approved commercial off-site plant. Conform to ASTM C 94, except materials, testing, and mix designs as specified herein. Use transit mixer trucks equipped with automatic devices for recording number of revolutions of drum. Comply with CBC Section, 1905.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 03 3000
03 3000 Cast-in-Place Concrete
01-20-2026 Page 9 of 16
B. Admixtures: All approved admixtures shall be introduced into the concrete at the batch plant.

Field additions are not acceptable.

C. Slump: Adjust quantity of water so concrete at point and time of placing does not exceed the slumps per plans when tested according to ASTM C143. Use the minimum water necessary for workability required by part of structure being cast.

D. For compressive strength, density, fly ash content, slump, and water-cement ratio, refer to the general notes in the plans.

PART 3 EXECUTION

3.01 EXAMINATION
A. Verify lines, levels, and dimensions before proceeding with work of this section.

3.02 GENERAL
A. Time of Placing: Do not place concrete until reinforcement, conduits, outlet boxes, anchors, hangers, sleeves, bolts, and other embedded materials are securely fastened in place. Contact the inspector at least 24 hours before placing concrete; do not place concrete until inspected by the inspector.

B. Pouring Record: A record shall be kept on the Project site of time and date of placing concrete in each portion of structure. Such record shall be maintained on the Project site until Substantial Completion and shall be available for examination by the SEOR.

3.03 PREPARATION
A. Earth Subgrade: Dampen 24 hours before placing concrete, but do not muddy. Re-roll where necessary for smoothness and remove loose material.

B. Verify that forms are clean and free of rust before applying release agent.

C. Reglets and Rebates:

1. Form reglets and rebates in concrete to receive flashing, frames and other equipment as detailed and required. Coordinate dimensions and locations required with other related Work.

2. If concrete slabs on grade adjoin a wall or other perpendicular concrete surface, form a reglet in wall to receive and carry horizontal concrete Work. Reglet shall be full thickness of the slab and shall be 3/4 inch wide, unless otherwise indicated. Requirement does not apply to exterior walks, unless specifically indicated.

D. Screeds: Install screeds accurately and maintain at required grade or slab elevations after steel reinforcement has been installed , but before starting to place concrete. Install screeds adjacent to walls and in parallel rows not to exceed 8 feet on centers.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 03 3000
03 3000 Cast-in-Place Concrete
01-20-2026 Page 10 of 16
E. Screeds Over Vapor Barrier: Use weighted pad or cradle type screeds and do not drive stakes through the vapor barrier. Check with an instrument level, transit, or laser.

F. Coordinate placement of embedded items with erection of concrete formwork and placement of form accessories.

G. Remove all free water from forms before concrete is deposited. Remove hardened concrete, debris, and foreign materials from interior surfaces of forms, exposed reinforcing, and from surfaces of mixing and conveying equipment.

H. Wetting: Wet wood forms sufficiently to tighten up cracks. Wet other materials sufficiently to reduce absorption and to help maintain concrete workability.

I. Gravel Fill: Recompact disturbed gravel and bring to correct elevation.

J. Sand Beds or Subslab Drainage Fill: Recompact disturbed material and bring to correct elevation.

K. All concrete shall be thoroughly consolidated by suitable means during placement and shall be thoroughly worked around reinforcement and embedded fixtures and into corners of forms.

3.04 PLACING CONCRETE
A. Sheet Vapor Retarders:

1. Place, protect, and repair sheet vapor retarder according to ASTM E 1643 and manufacturer’s written instructions.

2. Lap joints 6 inches and seal with manufacturer’s recommended adhesive or tape.

B. Conveying and Placing:

1. Place concrete in accordance with ACI 304R.

2. Do not place concrete until reinforcing steel and forms or decks have been approved by the Inspector and other authorities having jurisdiction. Concrete shall be placed only under direct observation of the inspector. Do not place concrete outside of regular working hours, unless the inspector has been notified at least 48 hours in advance.

3. Comply with CBC Sections 1905.9 and 1905.10.

4. Concrete shall be conveyed from mixer to location of final placement by methods, which will prevent separation or loss of materials. Place concrete in horizontal layers not more than 18" thick within 90 minutes after water is first added to the batch.

5. In placing concrete in columns, walls or thin sections, provide openings in forms, elephant trunks, tremies or other recognized devices, to prevent segregation and accumulation of partially hydrated concrete on forms or metal reinforcement above level of concrete being placed. Such devices shall be installed so that concrete will be dropped vertically.

Unconfined vertical drop of concrete from end of such devices to final placement surface shall not exceed 5-feet for concealed concrete or over 3-feet for exposed concrete.

6. Concrete shall be placed as a continuous operation until placing of panel or section is completed. Top surfaces of vertically formed lifts shall be level.

7. Concrete shall be thoroughly consolidated during placement, and shall be worked around reinforcement and embedded fixtures with mechanical vibrators.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 03 3000
03 3000 Cast-in-Place Concrete
01-20-2026 Page 11 of 16

8. Where new concrete is placed against or on old or existing concrete, apply bonding agent to surface of old concrete prior to placement of new concrete.

C. Compaction and Screeding:

1. Compacting: Compact each layer of the concrete as placed with mechanical vibrators or equivalent equipment. Transmit vibration directly to concrete and in no case through the forms unless approved. Accomplish thorough compaction. Supplement by rodding or spading by hand adjacent to forms. Compact concrete into corners and angles of forms and around reinforcement and embedded fixtures. Recompact deep sections with congestion due to reinforcing steel as required.

2. Operation of Vibrators: Do not horizontally transport concrete in forms with vibrators nor allow vibrators to contact forms or reinforcing. Push vibrators vertically into the preceding layers that are still plastic and slowly withdraw, producing maximum obtainable density in concrete without creating voids or segregation. In no case disturb concrete that has partially set. Vibrate at intervals not exceeding two-thirds the effective visible vibration diameter of the submerged vibrator. Avoid excessive vibration that causes segregation.

3. Tamp freshly placed concrete with a heavy tamper until at least 3/8 inch of mortar is brought to surface. Concrete shall then be tamped with a light tamper and screeded with a heavy straightedge until depressions and irregularities are eliminated, and surface is true to finish grades or elevations. Remove excess water and debris.

4. Where slabs are to receive separate cement finish or mortar setting bed, continued tamping to raise mortar to surface is not performed. Laitance shall be removed by brushing with a stiff brush or by light sandblasting to expose clean top surface of coarse aggregate.

D. Floating and Troweling:

1. After concrete has been placed, struck off, consolidated, and restraightened, concrete shall not be worked further until ready for floating. Restraightening operation is best accomplished by use of 8 foot to 10 foot wide bull float. Power floating operations shall begin when the water sheen has disappeared, and when the mix has stiffened sufficiently to permit proper operation of power-driven float.

2. Consolidate surface with power-driven floats. Hand floating with wood or cork faced floats shall be used in locations inaccessible to power driven machine. Surface shall be restraightened at this stage with ten foot highway straightedge applied at not less than two different angles.

3. High spots shall be cut down and low spots filled during this procedure to produce planes checking true under straightedge in any direction. Uniformly slope surfaces to drains where occurs.

4. Restraightening operation shall be followed by final float pass to uniform, smooth, granular texture.

E. Joints: Comply with CBC Section 1906.4. Locate joints in concrete only where shown or approved and obtain prior approval for points of stoppage of any pour. Clean and roughen surface of construction joints by removing entire surface and exposing 1/4" of clean coarse aggregate solidly embedded in mortar matrix by chipping, use of an approved retarder agent, or equal. Water and keep hardened concrete wet for not less than 24 hours before placing the next lift or abutting concrete. Cover the horizontal surfaces of existing or previously placed and Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 03 3000
03 3000 Cast-in-Place Concrete
01-20-2026 Page 12 of 16
hardened concrete with a 2" thick layer of fresh concrete of required mix less 50 percent of coarse aggregate just before balance of concrete is placed.

F. Vertical Elements: Stop placement of concrete in walls and columns 1 1/2" below bottom of beams or supported slabs. Stop placement at sills and heads of wall openings in the same manner. Allow concrete in vertical elements to be in place at least 2 hours and until vertical settlement has ceased before placing concrete for floor framing.

G. Correction of Segregation: Before placing next layer of concrete, and at the top of each placement for vertical elements, remove all concrete containing excess water or fine aggregate, or showing deficiency of coarse aggregate, and fill the space with compacted concrete of correct proportions. Comply with CBC Section, 1906.4.

H. Filling, Leveling and Patching:

1. Concrete slabs exhibiting high or low spots and indicated to receive resilient floor covering or soft floor covering, shall have surfaces repaired. High spots shall be honed, or ground with power-driven machines to required tolerances. Low spots shall be filled with latex underlayment, installed in strict accordance with manufacturer's written recommendations.

2. Holes resulting from form ties or sleeve nuts shall be solidly packed, through exterior walls, by pressure grouting with cement grout, as specified. Grouted holes on exposed surfaces shall be screeded flush and finished to match adjoining surfaces.

I. Cement Base: Cement base shall be of the height, thickness, and shape detailed. Base shall be reinforced with one inch mesh, 18 gage, zinc-coated wire fabric. Base finish mixture shall be one part Portland cement, 2 parts of fine aggregate and one part pea gravel. Colored cement base shall include a chemically inert mineral oxide pigment in the mix.

3.05 EXPANSION AND CONSTRUCTION JOINTS
A. EXPANSION AND CONSTRUCTION JOINTS

1. Construction Joints: Details and proposed location of construction joints shall be as indicated on the Drawings, located to least impair strength of structure, in accordance with the following:
a. Thoroughly clean contact surface by sand blasting entire surface not earlier than 5 days after initial placement.
b. A mix containing same proportion of sand and cement provided in concrete plus a maximum of 50 percent of coarse aggregate shall be placed to a depth of at least one inch on horizontal joints. Vertical joints shall be wetted and coated with a neat cement grout immediately before placing of new concrete. c. Should contact surface become coated with earth, sawdust, or deleterious material of any kind after being cleaned, entire surface shall be re-cleaned before applying mix.

2. Expansion Joints: Provide expansion joints where indicated in walks and exterior slabs.

Space approximately 20 feet apart, unless otherwise indicated. Joints shall extend entirely through slab with joint filler in one piece for width of walk or slab.

3. Tooled Joints: Slabs, walks and paving shall be marked into areas as indicated with markings made with a V-grooving tool. Marks shall be round-edged, free from burrs or obstructions, with clean cut angles and shall be straight and true. Walks, if not indicated, Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 03 3000
03 3000 Cast-in-Place Concrete
01-20-2026 Page 13 of 16
shall be marked off into rectangles of not more than 12 square feet and shall have a center marking where more than 5 feet wide.

3.06 SLAB JOINTING
A. Locate joints as indicated on drawings.

B. Anchor joint fillers and devices to prevent movement during concrete placement.

C. Isolation Joints: Use preformed joint filler with removable top section for joint sealant, total height equal to thickness of slab, set flush with top of slab.

D. Saw Cut Contraction Joints: Saw cut joints before concrete begins to cool, within 4 to 12 hours after placing; use 3/16 inch thick blade and cut at least 1 inch deep but not less than one quarter (1/4) the depth of the slab.

3.07 FLOOR FLATNESS AND LEVELNESS TOLERANCES
A. Maximum Variation of Surface Flatness:

1. Under Seamless Resilient Flooring: 1/8 inch in 10 feet.

2. Under Carpeting: 1/4 inch in 10 feet.

3. Under Wood Sports Flooring: 1/8" in 10 feet.

B. Correct the slab surface if tolerances are less than specified.

C. Correct defects by grinding or by removal and replacement of the defective work. Areas requiring corrective work will be identified. Re-measure corrected areas by the same process.

3.08 CURING AND PROTECTION
A. Comply with requirements of ACI PRC-308. Immediately after placement, protect concrete from premature drying, excessively hot or cold temperatures, and mechanical injury.

B. Maintain concrete with minimal moisture loss at relatively constant temperature for period necessary for hydration of cement and hardening of concrete.

C. All curing shall be per CBC Section 1905.11. Keep forms containing concrete in a wet condition until removed. Keep concrete continuously moist for not less than 7 days after placement. Keep concrete above 50ºF and moist with a fine fog water spray until protected by curing media.

D. Forms containing concrete, top of concrete between forms, and exposed concrete surfaces after removal of forms shall be maintained in a thoroughly wet condition for at least 7 consecutive days after placing. Use the water curing method, curing sheet material, or a clear liquid membrane-forming curing compound except as otherwise specified.

E. During times of dry or excessive winds, high ambient temperature, low humidity, or other ambient conditions causing rapid drying, use specified evaporation retardant and finishing aid Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 03 3000
03 3000 Cast-in-Place Concrete
01-20-2026 Page 14 of 16
material according to the manufacturers instructions and cure concrete with a fine fog spray of water, or equal, applied both during and after finishing and continued until final curing operations are started.

F. Within 24 hours after finishing, exterior slabs and paving, and interior slabs to receive cement topping or mortar setting beds, shall be covered with sand to a depth of 2 inches and kept thoroughly wet for 7 days.

1. Instead of sand covering, exterior walks and paving where no other surface treatment is specified, may be cured with clear liquid curing compound immediately installed in accordance with manufacturer's directions.

G. Where fly ash replacement is 20% or higher, floor slabs shall receive a 3 day moist cure and then 1 coat of approved curing compound. All other surfaces, with the exception of foundations, shall receive a coat of approved curing compound immediately after removal of formwork.

3.09 GROUTING AND DRYPACKING
A. Install as indicated or required. Where grouting and drypacking is part of the work of other sections, it shall conform to the following requirements, as applicable.

B. Drypacking: Mix materials thoroughly with minimum amount of water. Install drypack by forcing and rodding to fill voids and provide complete bearing under plates. Finish exposed surfaces smooth and cure with damp burlap or liquid curing compound.

C. Non-Shrink Grouting:

1. Mixing: Mix the approved non-shrink grout material with sufficient water per manufacturers recommendations.

2. Application: Surfaces to receive the non-shrink grout shall be clean, and shall be moistened thoroughly immediately before placing the mortar. Before grouting, surfaces to be in contact shall be roughened and cleaned thoroughly, all loose particles shall be removed and the surface flushed thoroughly with neat cement grout immediately before the grouting mortar is placed. Place fluid grout from one side only and puddle, chain, or pump for complete filling of voids; do not remove the dams or forms until grout attains initial set. Finish exposed surfaces smooth, and cure as recommended by grout manufacturer.

3.10 FIELD QUALITY CONTROL
A. Comply with pertinent provisions of Section 01 4000: Quality Control.

B. Provide free access to concrete operations at project site and cooperate with appointed firm.

C. Testing/Evaluation of Concrete: Conform to CBC and ACI. Testing Laboratory shall perform following tests. Samples for testing shall be obtained in accordance with ASTM C 172, and shall be taken from as close to point of placement as possible.

1. Compressive Strength Tests: Cast one set of three or more cylinders from each days placing and each 50 cubic yards, or fraction thereof, or not less than once for each 2,000 Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 03 3000
03 3000 Cast-in-Place Concrete
01-20-2026 Page 15 of 16
square feet of surface area for slabs and walls, of each strength of structural concrete.

Date cylinders, assign record number, and tag showing the location from which sample was taken. Also record slump test result of sample. Do not make more than two series of tests from any one location or batch of concrete.

2. Test Cylinders: Samples will be made in accordance with ASTM C172. Cast cylinders according to ASTM C31; 24 hours later, store cylinders under moist curing conditions at about 70 F. Test according to ASTM C39 at 7 and 28 day ages. The remaining cylinder shall be kept in reserve in case tests are unsatisfactory.

D. Core Tests: Comply with CBC and ACI. If tests show that compressive strength of any concrete falls below required minimum at 28 day age, additional curing and testing of concrete which unsatisfactory test reports represent may be directed. Testing Laboratory shall take and test drilled cores as directed in accordance with ASTM C42. Contractor shall refill core holes with drypack concrete of the same compressive strength required for cored concrete. If core tests results are unsatisfactory, Contractor shall furnish required labor, equipment, and weights, and the Testing Laboratory shall conduct load testing on involved parts of building or structure as directed. Contractor shall bear additional curing and test costs, including Testing Laboratory costs, for concrete not meeting required compressive strength at 28 day age even if testing demonstrates that concrete has eventually attained required minimum compressive strength, and all costs for required corrections or removals and replacements as directed and required for approved construction.

E. Take one additional test cylinder during cold weather concreting, cured on job site under same conditions as concrete it represents.

F. Perform one slump test for each set of test cylinders taken, following procedures of ASTM C143/C143M.

G. Slab Testing: Cooperate with manufacturer of specified moisture vapor reducing admixture (MVRA) to allow access for sampling and testing concrete for compliance with warranty requirements.

3.11 CLEAN UP
A. Remove rubbish, debris and waste materials and legally dispose of off the Project site.

3.12 PROTECTION
A. Do not permit traffic over unprotected concrete floor surface until fully cured.

END OF SECTION 03 3000
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 03 3000
03 3000 Cast-in-Place Concrete
01-20-2026 Page 16 of 16
This page intentionally left blank
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 03 3511
03 3511 Concrete Floor Finishes
01-20-2026 Page 1 of 4
Section 03 3511
Concrete Floor Finishes
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Surface treatments.

B. Liquid densifiers and hardeners.

C. Clear, penetrating, moisture-vapor-resistant sealers.

D. Penetrating sealers.

E. Sealant at joints

1.02 RELATED REQUIREMENTS
A. Section 03 3000 - Cast-in-Place Concrete: Finishing of concrete surface to tolerance; floating, troweling, and similar operations; curing.

1.03 REFERENCE STANDARDS
A. ASTM F2508 - Standard Practice for Validation, Calibration, and Certification of Walkway Tribometers Using Reference Surfaces; 2016.

1.04 ADMINISTRATIVE REQUIREMENTS
A. Coordination:

B. Coordinate the work with concrete floor placement and concrete floor curing.

C. Concrete floor finishing sub-contractor to attend pre-installation meeting with concrete placement sub-contractor prior to placement of concrete.

1.05 SUBMITTALS
A. See Section 01 3300 - Submittals, for submittal procedures.

B. Product Data: Manufacturer's published data on each finishing product, including information on compatibility of different products and limitations.

C. Maintenance Data: Provide data on maintenance and renewal of applied finishes.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 03 3511
03 3511 Concrete Floor Finishes
01-20-2026 Page 2 of 4
D. Provide letter of certification from concrete floor finish manufacturer for polished concrete system stating that the installer is a certified applicator of the polished concrete system and is farmiliar with proper procedures and installation requirements required by the manufacturer.

E. Provide copy of tribometer testing and validation reports per ASTM F2508

1.06 QUALITY ASSURANCE
A. Installer Qualifications:

1. Use an experienced installer and adequate number of skilled workmen who are thoroughly trained and experienced in the necessary craft.

2. The special concrete finish manufacturer shall certify applicator.

3. Applicator shall be familiar with the specified requirements and the methods needed for proper performance of work of this section.

1.07 MOCK-UPS
A. For coatings, construct mock-up area under conditions similar to those that will exist during application, with coatings applied.

B. Locate where directed.

C. Mock-up may remain as part of the work.

1.08 DELIVERY, STORAGE, AND HANDLING
A. Deliver materials in manufacturer's sealed packaging, including application instructions.

1.09 FIELD CONDITIONS
A. Maintain light level equivalent to a minimum 200 W light source at 8 feet above the floor surface over each 20 foot square area of floor being finished.

1.10 PROTECTION
A. No satisfactory chemical or cleaning procedure is available to remove petroleum stains from the concrete surface. Prevention is therefore essential.

1. All hydraulic powered equipment must be diapered to avoid staining of the concrete.

2. No trade will park vehicles on the inside slab. If necessary to complete their scope of work, drop cloths will be placed under vehicles at all times.

3. No pipe cutting machine will be used on the inside floor slab.

4. Steel will not be placed on interior slab to avoid rust staining.

5. Acids and acidic detergents will not come into contact with slab.

6. All trades are to be informed that the slab must be protected at all times.

B. Concrete Floor Protection Plan: Concrete floor finish Subcontractor shall assist Contractor in development of Concrete Floor Protection Plan (CFPP). Plan to include Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 03 3511
03 3511 Concrete Floor Finishes
01-20-2026 Page 3 of 4

1. Signage to communicate with subcontractors protection requirements. (Available from ASCC as free download)

2. Concrete floor protection materials and placement

3. Plans for maintenance of protection materials

1.11 WARRANTY
A. See Section 01 7800 - Closeout Submittals for additional warranty requirements.

B. Finish Warranty: Provide two-year manufacturer warranty against excessive degradation of finish. Include provision for refinishing areas with excessive loss of gloss.

PART 2 PRODUCTS

2.01 APPLICATIONS
A. Unless otherwise indicated on drawings, finish concrete floors using troweling aid, densifier, and curing agent.

B. Densifier and Hardener:

1. Use at following locations: All locations shown on plans to have exposed concrete floors.

C. Penetrating Clear Sealer:

1. Use at following locations: All locations shown on the plans to have exposed concrete floors.

2.02 SURFACE TREATMENTS
A. Troweling Aid, Densifier and Curing Agent: Liquid reactive colloidal silica-based topical treatment, spray-applied to wet concrete and floated or troweled into the surface.

2.03 DENSIFIERS AND HARDENERS
A. Liquid Densifier and Hardener: Penetrating chemical compound that reacts with concrete, filling the pores, hardening, and dustproofing.

1. Composition: Lithium silicate.

2. Products:
a. Ashford Formula; Curecrete Distribution, Inc.: www.ashfordformula.com b. Euclid Chemical Company; ULTRASIL LI+: www.euclidchemical.com/#sle. c. Hi-Tech Systems; ConDense LS: www.hitechpolyurea.com/#sle. d. L&M Construction Chemicals, Inc; LiON HARD: www.lmcc.com/#sle. e. PROSOCO, Inc; Consolideck LS/CS: www.prosoco.com/consolideck/#sle. f. W. R. Meadows, Inc; Liqui-Hard Ultra: www.wrmeadows.com/#sle. g. Universal Polishing Systems; Series 35 Diamond Glass Densifier:
universalpolishingsystems.com
h. Complete Crete Systems; Lithium Nano Densifier: completecretesystems.com i. Hydro-crete; Hydro-Dense Nano: hydro-crete.com
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 03 3511
03 3511 Concrete Floor Finishes
01-20-2026 Page 4 of 4

2.04 COATINGS
A. Penetrating Sealer: Transparent, nonyellowing, water- or solvent-based coating.

1. Composition: Siloxane.
a. Products:
1) Concrete Sealers USA; ____: www.concretesealersusa.com/#sle. 2) SureCrete Design Products; ____: www.surecretedesign.com/#sle. 3) Substitutions: See Section 01 6000 - Product Requirements.

PART 3 EXECUTION

3.01 EXAMINATION
A. Verify that floor surfaces are acceptable to receive the work of this section.

B. Verify that flaws in concrete have been patched and joints filled with methods and materials suitable for further finishes.

3.02 GENERAL
A. Apply materials in accordance with manufacturer's instructions.

3.03 COATING APPLICATION
A. Verify that surface is free of previous coatings, sealers, curing compounds, water repellents, laitance, efflorescence, fats, oils, grease, wax, soluble salts, residues from cleaning agents, and other impediments to adhesion.

B. Protect adjacent non-coated areas from drips, overflow, and overspray; immediately remove excess material.

C. Apply coatings in accordance with manufacturer's instructions, matching approved mock-ups for color, special effects, sealing and workmanship.

END OF SECTION 03 3511
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 03 5400
03 5400 Cast Underlayment
01-20-2026 Page 1 of 4
Section 03 5400
Cast Underlayment
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Liquid-applied self-leveling floor underlayment.

1. Use gypsum-based type at fire rated floor assemblies as noted on plans.

1.02 REFERENCE STANDARDS
A. ASTM C1602/C1602M - Standard Specification for Mixing Water Used in the Production of Hydraulic Cement Concrete; 2022.

B. ASTM C472 - Standard Test Methods for Physical Testing of Gypsum, Gypsum Plasters, and Gypsum Concrete; 2020.

C. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials; 2024.

1.03 SUBMITTALS
A. See Section 01 3300 - Submittals for submittal procedures.

B. Product Data: Provide manufacturer's data sheets documenting physical characteristics and product limitations of underlayment materials. Include information on installation instructions.

C. Manufacturer's Instructions: Indicate information on surface preparation, mixing instructions, environmental limitations, and installation instructions.

1.04 QUALITY ASSURANCE
A. Applicator Qualifications: Company specializing in performing the work of this section.

1.05 FIELD CONDITIONS
A. Do not install underlayment until floor penetrations and peripheral work are complete.

B. Maintain minimum ambient temperatures of 50 degrees F 24 hours before, during, and 72 hours after installation of underlayment.

C. During curing process, ventilate spaces to remove excess moisture.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 03 5400
03 5400 Cast Underlayment
01-20-2026 Page 2 of 4
PART 2 PRODUCTS

2.01 MANUFACTURERS
A. Gypsum Underlayment:

1. USG; Levelrock® Series 2500 Floor Underlayment: www.usg.com/#sle.

2.02 MATERIALS
A. Gypsum-Based Underlayment: Gypsum-based mix, producing self-leveling underlayment with the following properties when mixed with water in accordance with manufacturer’s directions:

1. Compressive Strength: Minimum 2,500 psi, tested in accordance with ASTM C472.

2. Density: Maximum 115 pcf.

3. Final Set Time: 1 to 2 hours, maximum.

4. Thickness: 3/4 inch to maximum 3-1/2 inches.

5. Surface Burning Characteristics: Flame spread index of 0 and smoke developed index of 0 when tested in accordance with ASTM E84.

B. Water: ASTM C1602/C1602M; clean, potable, and not detrimental to underlayment mix materials.

2.03 MIXING
A. Site mix materials in accordance with manufacturer's instructions.

B. Mix to smooth consistency without over-watering.

PART 3 EXECUTION

3.01 EXAMINATION
A. Verify substrate surfaces are clean, dry, unfrozen, and do not contain petroleum byproducts or other compounds detrimental to underlayment material bond to substrate.

3.02 PREPARATION
A. Remove substrate surface irregularities. Fill voids and deck joints with filler. Finish smooth.

B. Vacuum clean surfaces.

C. Prime substrate in accordance with manufacturer's instructions. Allow to dry.

3.03 APPLICATION
A. Apply underlayment in accordance with manufacturer's instructions.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 03 5400
03 5400 Cast Underlayment
01-20-2026 Page 3 of 4

3.04 CURING
A. Once underlayment starts to set, prohibit foot traffic until final set is reached.

B. Air cure in accordance with manufacturer's instructions.

3.05 PROTECTION
A. Protect against direct sunlight, heat, and wind; prevent rapid drying to avoid shrinkage and cracking.

B. Do not permit traffic over unprotected floor underlayment surfaces.

END OF SECTION 03 5400
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 03 5400
03 5400 Cast Underlayment
01-20-2026 Page 4 of 4
This page intentionally left blank
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 04 2000
04 2000 Unit Masonry
01-20-2026 Page 1 of 12
Section 04 2000
Unit Masonry
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Concrete block.

B. Mortar and grout.

C. Installation of Reinforcement
D. Placement of anchor bolts, assemblies and embeds
E. Grouting of plates and embeds
F. Accessories.

1.02 RELATED REQUIREMENTS
A. Section 03 2000 - Concrete Reinforcing: Reinforcing steel for grouted masonry.

1.03 REFERENCE STANDARDS
A. ASTM C90 - Standard Specification for Loadbearing Concrete Masonry Units; 2022.

B. ASTM C140/C140M - Standard Test Methods of Sampling and Testing Concrete Masonry Units and Related Units; 2014.

C. ASTM C144 - Standard Specification for Aggregate for Masonry Mortar; 2025.

D. ASTM C150/C150M - Standard Specification for Portland Cement; 2024.

E. ASTM C207 - Standard Specification for Hydrated Lime for Masonry Purposes; 2024.

F. ASTM C270 - Standard Specification for Mortar for Unit Masonry; 2025a.

G. ASTM C404 - Standard Specification for Aggregates for Masonry Grout; 2011.

H. ASTM C476 - Standard Specification for Grout for Masonry; 2023.

I. ASTN C1019 - Standard Test Method for Sampling and Testing Grout, 2016 J. ASTM C1314 - Standard Test Method for Compressive Strength of Masonry Prisms; 2014.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 04 2000
04 2000 Unit Masonry
01-20-2026 Page 2 of 12

1.04 SUBMITTALS
A. See Section 01 3300 - Submittals for submittal procedures.

B. Mix Designs and test results:

1. One of the following for each mortar mix
a. Mix designs indicating type and proportions of ingredients in compliance with the proportion specification of ASTM C270, or
b. Mix designs and mortar tests performed in accordance with the property specification of ASTM C270

2. One of the following for each grout mix
a. Mix designs indicating type and proportions of ingredients in compliance with the proportion specification of ASTM C476, or
b. Mix designs and grout strength tests performed in accordance with the property specification of ASTM C476, or
c. Compressive strength tests performed in accordance with ASTM C1019, and slump flow and Visual Stability Index (VSI) as determined by ASTM C1611/C1611M.

C. Material Certificates- Material certificates for the following, certifying that each material is in compliance.

1. Reinforcement
a. Refer to Section 03 2000 Concrete Reinforcement

2. Anchors, ties, fasteners, and metal accessories

3. Masonry Units

4. Mortar and grout materials

5. Self-Consolidating grout
D. Construction Procedures

1. Cold weather construction procedures

2. Hot weather construction procedures
E. Samples of cured dry mortar showing finish color.

F. Cured sealant colors for control joints.

G. Control Joint Filler, 12" pieces of each size and type.

1.05 QUALITY ASSURANCE
A. Comply with the pertinent provisions of 01 4000 "Quality Requirements." B. Comply with provisions of the following codes and standards except where exceeded by requirements of the contract documents.

1. California Building Code (CBC), 2022

2. ACI 402, Building Code Requirements for Masonry Structures, 2016 C. Inspections:

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 04 2000
04 2000 Unit Masonry
01-20-2026 Page 3 of 12

1. General: Structural verifications inspections and test shall be performed in accordance with the following codes and standards:
a. California Building Code (CBC), 2022
b. ACI 402, Building Code Requirements for Masonry Structures, 2016

2. Owner Requirements:
a. The owner or owner's agent shall employ one or more approved agencies to perform inspections during construction as required by code and shown in the contract documents and specifications

3. Special Inspection
a. Qualifications: The special inspector(s) shall provide written documentation to the Divsion of State A demonstrating his or her competence and relevant experience or training. The experience or training shall be considered relevant when the documented experience or training is related in complexity to the same type of special inspection activities for projects of similar complexity and material quantities. b. Special Inspection Report Requirements
1) The special inspector shall keep record of inspections 2) The special inspector shall furnish inspection reports to the building official and to the Architect and Engineer of Record.
3) Reports shall indicate that work inspected was or was not completed in conformance to approved construction documents.
4) Discrepancies shall be brought to the immediate attention of the contractor for correction
5) If not corrected discrepancies shall be brought to the attention of the building official, and the Architect and Engineer of Record prior to completion of that phase of work.
6) A final report documenting the special inspections and correction of any discrepancies noted shall be submitted to the building official.

4. Contractor Requirements
a. Special inspection is in addition to the contractor's quality control inspections and testing. The contractor's quality control inspections and testing shall occur prior to special inspection and reports shall be available to the special inspector. b. The contractor will notify, in writing, the owner or owner's agent at least 48 hours in advance of special inspection required.
c. The contractor shall ensure that the work for which special inspection is required remains accessible and exposed for special inspection purposes until completion of the required special inspection.

5. Inspections Required per TMS 602-16

1.06 DELIVERY, STORAGE, AND HANDLING
A. Deliver, handle, and store masonry units by means that will prevent mechanical damage and contamination by other materials.

B. Do not use damaged masonry units, damaged components of structure, damaged packaged materials,
C. Protect cementitious materials for mortar and grout from precipitation and groundwater Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 04 2000
04 2000 Unit Masonry
01-20-2026 Page 4 of 12
D. Do not use masonry materials that are contaminated
E. Store different aggregates separately
F. Protect reinforcement, ties and metal accessories from permanent distortions and store them off the ground.

1.07 PROJECT CONDITIONS
A. Construction Loads - Do not apply construction loads that exceed the safe superimposed load capacity of the masonry and shores, if used.

B. Masonry Protection - Cover top of unfinished masonry work to protect it from moisture intrusion
C. Hot Weather Construction - Implement approved hot weather procedures and comply with the following:

1. Preparation When the ambient air temperature exceeds 100 degrees F, or exceeds 90 degrees F with a wind velocity greater than 8 mph:
a. Preparation When the ambient air temperature exceeds 100 degrees F, or exceeds 90 degrees F with a wind velocity greater than 8 mph:
1) Maintain sand piles in a damp, loose condition
2) Provide necessary conditions and equipment to produce mortar having a temperature below 120°F

2. Construction — While masonry work is in progress
a. When the ambient air temperature exceeds 100°F, or exceeds 90°F with a wind velocity greater than 8 mph:
1) Maintain temperature of mortar and grout below 120°F. 2) Flush mixer, mortar transport container, and mortar boards with cool water before they come into contact with mortar ingredients or mortar. 3) Maintain mortar consistency by retempering with cool water. 4) Use mortar within 2 hr of initial mixing.

3. Protection — When the mean daily temperature exceeds 100°F or exceeds 90°F with a wind velocity greater than 8 mph, fog spray all newly constructed masonry until damp, at least three times a day until the masonry is three days old.

PART 2 PRODUCTS

2.01 CONCRETE MASONRY UNITS
A. Concrete Block: Comply with referenced standards and as follows:

1. Size: As indicated on drawings
a. Main Retaining Wall - Slump stone with dimensions of 10(W)x16(L)x8(T). Color to match existing building
b. Wall at Parking - Slump stone with dimensions of 8x16x8. Color to match existing building

2. 2,000 psi minimum compressive strength

3. Special Shapes: Provide nonstandard blocks configured for corners.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 04 2000
04 2000 Unit Masonry
01-20-2026 Page 5 of 12

4. Load-Bearing Units: ASTM C90, medium weight.
a. Hollow block.

2.02 MORTAR AND GROUT MATERIALS
A. Mortar

1. Provide mortar conforming to the following parameters a. Conform to ASTM C270
b. Comply with Section 2103A.2 of the 2022 CBC
c. Type S Mortar
d. 2,000 psi minimum 28 day compressive strength
B. Grout

1. Provide grout conforming to the following parameters a. Conform to ASTM C476
b. Comply with Section 2103A.3 of the 2022 CBC
c. 2,000 psi minimum 28 day compressive strength. Determine compressive strength of grout in accordance with ASTM C1019.
d. Do not use admixtures unless accepted by the Engineer of Record. Field addition of admixtures is not permitted in self-consolidating grout.

C. Portland Cement: ASTM C150/C150M, Type I.

1. Hydrated Lime: ASTM C207, Type S.

2. Grout Aggregate: ASTM C404.

D. Water: Clean and potable.

2.03 REINFORCEMENT AND ANCHORAGE
A. Reinforcing Steel: Type specified in Section 03 2000; size as indicated on drawings; uncoated finish.

2.04 ACCESSORIES
A. Preformed Control Joints: Rubber material. Provide with corner and tee accessories, fused joints.

B. Joint Filler: Closed cell polyvinyl chloride; oversized 50 percent to joint width; self expanding; in maximum lengths available.

C. Cleaning Solution: Non-acidic, not harmful to masonry work or adjacent materials.

2.05 MORTAR AND GROUT MIXING
A. Mortar for Unit Masonry: ASTM C270, using the Proportion Specification.

1. Exterior, loadbearing masonry: Type S.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 04 2000
04 2000 Unit Masonry
01-20-2026 Page 6 of 12
B. Grout: ASTM C476; consistency required to fill completely volumes indicated for grouting; fine grout for spaces with smallest horizontal dimension of 2 inches or less; coarse grout for spaces with smallest horizontal dimension greater than 2 inches.

PART 3 EXECUTION

3.01 EXAMINATION
A. Verify that field conditions are acceptable and are ready to receive masonry.

1. Include verification that foundations are constructed within a level alignment tolerance of +/- 1/2 inch.

B. Verify that related items provided under other sections are properly sized and located.

1. Include verification that reinforcing dowels are positioned in accordance with the project drawings.

C. If stated conditions are not met notify the Architect and Engineer of Record.

D. Verify that built-in items are in proper location, and ready for roughing into masonry work.

3.02 PREPARATION
A. Clean reinforcement and shanks of anchor bolts by removing mud, oil, or other materials that will adversely affect or reduce bond at the time mortar or grout is placed. Reinforcement with rust, mill scale, or both are acceptable without cleaning or brushing provided that the dimensions, of a cleaned sample are not less than required by the ASTM specification governing the reinforcement.

B. Prior to placing masonry, remove laitance, loose aggregate, and anything else that would prevent mortar from bonding to the foundation.

C. Wetting Masonry units

1. Concrete Masonry - Unless otherwise required, do not wet concrete masonry before laying. Wet cutting is permitted.

D. Debris - Construct grout spaces free of mortar dropping, debris, loose aggregates, and any material deleterious to masonry grout.

E. Reinforcement - Place reinforcement and ties in grout spaces prior to grouting F. Cleanouts - Provide cleanouts in the bottom course of masonry for each grout pour when grout pour exceeds 5 ft 4 in.

1. Construct cleanouts so that the space to be grouted can be cleaned and inspected. In solid grouted masonry, space cleanout horizontally a maximum of 32 inches on center.

2. Construct cleanouts with an opening of sufficient size to permit removal of debris. The minimum opening dimension shall be 3 in.

3. After cleaning, close cleanouts with closures braced to resist grout pressure.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 04 2000
04 2000 Unit Masonry
01-20-2026 Page 7 of 12

3.03 COURSING
A. Establish lines, levels, and coursing indicated. Protect from displacement.

B. Maintain masonry courses to uniform dimension. Form vertical and horizontal joints of uniform thickness.

C. Concrete Masonry Units:

1. Bond: Running. Unless otherwise required on the drawings

2. Coursing: One unit and one mortar joint to equal 8 inches.

3.04 PLACING AND BONDING
A. Placing mortar units

1. Mortar joints at foundations - In the starting course on the foundations and other supporting members, construct bed joints so that the bed joint thickness is a least /1/4 inch and not more than:
a. 1-1/4" when the first course of masonry is solid grouted and supported by a concrete foundation.

2. Bed and head joints - Unless otherwise required construct 3/8 in thick bed and head joints except at foundation. Construct joints that also conform to the following a. Fill holes not specified in exposed and below grade masonry with mortar. b. Unless otherwise required, tool joint with a round jointer when the mortar is thumbprint hard.
c. Remove masonry protrusions extending 1/2 inch or more into cells or cavities to be grouted.

3. Hollow units - Place hollow units so:
a. Face shells of bed joints are fully mortared
b. Webs are fully mortared in:
1) all courses of piers, columns and pilasters;
2) when necessary to confine grout or insulation.
c. Head joints are mortared, a minimum distance from each face equal to the face shell thickness of the unit.
d. Vertical cells to be grouted are aligned and unobstructed openings for grout are provided in accordance with the project drawings.

4. Open units with beveled ends - Fully grout open-end units with beveled ends. Head joints of open-end units with beveled ends need not be mortared. At the beveled ends, form a grout key that permits grout within 5/8 inch of the face of the unit to prevent leakage of grout.

5. All Units
a. Place clean units while the mortar is soft and plastic. Remove and re-lay in fresh mortar any unit disturbed to the extent that the initial bond is broken after initial positioning.
b. Cut exposed edges or faces of masonry units smooth, or position so that exposed faces or edges are unaltered manufactured surfaces.
c. When the bearing of a masonry wythe on its support is less than two-thirds of the wythe thickness, notify the Architect and Engineer of Record.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 04 2000
04 2000 Unit Masonry
01-20-2026 Page 8 of 12
B. Embedded items and accessories - Install embedded items and accessories as follows:

1. Construct chases as masonry units are laid

2. Install pipes and conduits passing horizontally through masonry partitions.

3. Place pipes and conduits passing horizontally through piers, pilasters, or columns

4. Place horizontal pipes and conduits in and parallel to plane of walls

5. Install secure connectors, flashing, weep holes, weep vents, nailing blocks, and other accessories.

6. Install movement joints.

7. Aluminum - Do not embed aluminum conduits pipes and accessories in masonry, grout or mortar unless they are effectively coated or isolated to prevent chemical reaction between aluminum and cement or electrolytic action between aluminum and steel.

C. Bracing of masonry - Design, provide and install bracing that will assure stability of masonry during construction.

D. Site tolerances - Erect masonry within the following tolerances from the specified dimensions.

1. Dimension of elements
a. In cross section or elevation (-1/4 in., +1/2 in.)
b. Mortar joint thickness
bed joints between masonry courses (+ 1/8 in)
bed joint between flashing and masonry (-1/2 in., +1/8 in.) head (-1/4 in., +3/8 in.)
c. Grout space or cavity width, except for masonry walls passing framed construction (- 1/4 in., +3/8 in.)

2. Elements
a. Variation from level
bed joints (+/- 1/4 in. in 10 ft, +/- 1/2 in. maximum)
top surface of load bearing walls (+/- 1/4 in. in 10 ft, +/- 1/2 in. maximum) b. Variation from plumb (+/- 1/4 in. in 10 ft, +/- 3/8 in. in 20 ft,+/- 1/2 in. maximum) c. True to a line (+/- 1/4 in. in 10 ft, +/- 3/8 in. in 20 ft,+/- 1/2 in. maximum) d. Alignment of columns and walls (bottom versus top) (+/- 1/2 in. for load bearing walls and columns., +/- 3/4 in. for non-load bearing walls)

3. Location of elements
a. Indicated in plan (+/- 1/2 in. in 20 ft, +/- 3/4 in. maximum) b. Indicated in elevation (+/- 1/4 in. in story height +/- 3/4 in. maximum) c. If the above conditions cannot be met due to previous construction, notify the Architect and Engineer of Record.
d. Reinforcement, tie, and anchor installation

3.05 REINFORCEMENT, TIE AND ANCHOR INSTALLATION
A. Basic requirements - Place reinforcement, wall ties and anchors in accordance with the sizes, types, and locations indicated on the Project Drawings and as specified. Do not place dissimilar metals in contact with each other.

B. Reinforcement

1. Support reinforcement to prevent displacement caused by construction loads or by placement of grout or mortar, beyond the allowable tolerances.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 04 2000
04 2000 Unit Masonry
01-20-2026 Page 9 of 12

2. Completely embed reinforcing bars in grout in accordance with the Section entitled grout placement.

3. Maintain clear distance between reinforcing bards and the interior of masonry unity or formed surface of at least 1/4 inch for fine grout and 1/2 inch for coarse grout, except where cross webs of hollow units are used as supports for horizontal reinforcement.

4. Place reinforcing bars maintaining the following minimum cover:
a. Masonry face exposed to earth or weather 2 in for bars larger than No. 5, 1-1/2 in. for No. 5 bars or smaller.
b. Masonry not exposed to earth or weather 1-1/2 in.

5. Maintain minimum clear distance between parallel bars of the nominal bar size or 1 in., whichever is greater.

6. In columns and pilasters, maintain minimum clear distance between vertical bars of one and one-half times the nominal bar size or 1-1/2 in., whichever is greater.

7. Splice only where indicated on the Project Drawings, unless otherwise acceptable. When splicing by welding, provide welds in conformance with the provisions of AWS D1.4.

8. Do not bend reinforcement after it is embedded in grout or mortar without approval from the Engineer of Record.

9. Noncontact lap splices - Position bars spliced by noncontact lap splices no farther apart transversely than one-fifth the specified length of lap nor more than 8 in.

10. Joint reinforcement
a. Place joint reinforcement so that longitudinal wires are embedded in mortar with a minimum cover of 1/2 in. when not exposed to weather or earth; or 5/8 in. when exposed to weather or earth.
b. Provide minimum 6 in. lap splice for joint reinforcement. c. Ensure that all ends of longitudinal wires of joint reinforcement at laps are embedded in mortar or grout.

11. Placement tolerances
a. Place reinforcing bars in walls and flexural elements within a tolerance of +/- 1/2 in. when the distance from the centerline of reinforcing bars to the opposite face of masonry, d, is equal to 8 in. or less, +/- 1in. for d equal to 24 in. or less but greater than 8 in., and 1-1/4 in. for d greater than 24 in.
b. Place vertical bars within:
1) 2 in. of the required location along the length of the wall when the wall segment length exceeds 24 in.
2) 1 in. of the required location along the length of the wall when the wall segment length does not exceed 24 in
3) If it is necessary to move bars more than one bar diameter or a distance exceeding the tolerance stated above to avoid interference with other reinforcing steel, conduits, or embedded items notify the Engineer of Record. 4) Foundation dowels that interfere with unit webs are permitted to be be bent to a maximum of 1 in. horizontally for every 6 in. of vertical height.

C. Anchor bolts

1. Embed headed and bent-bar anchor bolts larger than 1/4 in. diameter in grout that is placed in accordance with Section 3.06A and Section 3.06B. Anchor bolts of 1/4 in.diameter or less are permitted to be placed in grout or mortar bed joints that have a specified thickness of at least 1/2 in. thickness.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 04 2000
04 2000 Unit Masonry
01-20-2026 Page 10 of 12

2. For anchor bolts placed in the top of grouted cells and bond beams, maintain a clear distance between the bolt and the face of masonry unit of at least 1/4 in. when using fine grout and 1/2 in. when using coarse grout.

3. For anchor bolts placed through the face shell of a hollow masonry unit, drill a hole that is tight-fitting to the bolt or provide minimum clear distance that conforms to Section

3.05D.2 around the bolt and through the face of the shell. For the portion of the bolt that is within the grouted cell, maintain a clear distance between the bolt and the face of masonry unit and between the head or bent leg of the bolt and the formed surface of grout of at least 1/4 in. when using fine grout and at least 1/2 in when using coarse grout.

4. Place anchor bolt with a clear distance between parallel anchor bolts not less than the nominal diameter of the anchor bolt, nor less than 1 in.

3.06 GROUT PLACEMENT
A. Placing time - Place grout wihin 1-1/2 hr from introducing water in the mixture and prior to initial set.

1. Discard site-mixed grout that does not meet the specified slump without adding water after initial mixing.

2. For ready-mixed grout:
a. Addition of water is permitted at the time of discharge to adjust slump. b. Discard ready mixed grout that does not meet the specified slump without adding water, other than the water that was added at the time of discharge.

The time limit is waived as long as the ready mixed grout meets the specified slump.

B. Confinement - Confine grout to the areas indicated on the project drawings. Use material to confine grout that permits bond between masonry units and mortar.

C. Grout pour height - Do not exceed the maximum grout pour height given in the Table below Grout
Type
(1)
Maximum
grout pour
height, ft
Minimum clear width
of grout space, in (2,3)
Minimum clear grout space
dimensions for grouting cells of
hollow units, in x in (3,4,5)
Fine 1 3/4 1-1/2x2
Fine 5.33 2 2x3
Fine 12.67 2-1/2 2-1/2x3
Fine 24 3 3x3
Coarse 1 3/4 1-1/2x3
Coarse 5.33 2 2-1/2x3
Coarse 12.67 2-1/2 3x3
Coarse 24 3 3x4

1. Fine and course grouts are defined by ASTM C476.

2. For grouting between masonry wythes.

3. Minimum clear width of grout space and minimum clear grout space dimension are the net dimension of the space determined by subtracting masonry protrusions and the diameters of horizontal bars from the as-built cross section of the grout space. Select grout type and maximum grout pour height based on minimum clear space.

4. Area of vertical reinforcement shall not exceed 6 percent of the area of the grout space.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 04 2000
04 2000 Unit Masonry
01-20-2026 Page 11 of 12
D. Grout lift height

1. Refer to DSA IR 21-2 for high-lift grouting requirements

2. For grout conforming to Section 2.02B
a. Where the following conditions are met, place grout in lifts not exceeding 12 ft 8 in. 1) The masonry has cured at least 4 hours
2) The grout slump is maintained between 10 and 11 in.
3) No intermediate reinforced bond beams are placed between the top and the bottom of the pour height
b. When conditions 1 and 2 are met but there are intermediate bond beams within the grout pour, limit the grout lift height to the bottom of the lowest bond beam that is more than 4 ft. 4 in. above the bottom of the lift, but do not exceed a grout lift height of 12 ft. 8 in.
c. When the conditions of 1 or 2 are not met, place grout in lifts not exceeding 5 ft. 4 in.

3. For self-consolidating grout conforming to Section 2.02B:
a. When placed in masonry that has cured for at least 4 hours, place in lifts not exceeding the grout pour height.
b. When placed in masonry that has not cured for at least 4 hours, place in lifts not exceeding 5 ft. 4 in. or the grout pour height, whichever is less.

E. Consolidation

1. Consolidate grout at the time of placement.
a. Consolidate grout pours 12 in. or less in height by mechanical vibration or by puddling.
b. Consolidate pours exceeding 12 in in height by mechanical vibration, and reconsolidate by mechanical vibration after initial water loss and settlement has occurred.

2. Consolidation or reconsolidation is note required for self-consolidating grout.

F. Grout key - When grouting, form grout keys between grout pours. Form grout keys between grout lifts when the first lift is permitted to set prior to placement of the subsequent lift.

1. Form a grout key by terminating the grout a minimum of 1-1/2 in. below a mortar joint.

2. Do not form grout keys within beams.

3. At beams or lintels laid with closed bottom units, terminate the grout pour at the bottom of the beam or lintel without forming a grout key.

4. Alternate grout placement - Place masonry units and grout using construction procedures employed in the accepted grout demonstration panel.

G. Lap splices minimum 24 bar diameters.

H. Support and secure reinforcing bars from displacement. Maintain position within 1/2 inch of dimensioned position.

I. Place and consolidate grout fill without displacing reinforcing.

3.07 CONTROL AND EXPANSION JOINTS
A. Do not continue horizontal joint reinforcement through control or expansion joints.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 04 2000
04 2000 Unit Masonry
01-20-2026 Page 12 of 12
B. Install preformed control joint device in continuous lengths. Seal butt and corner joints in accordance with manufacturer's instructions.

3.08 FIELD QUALITY CONTROL
A. An independent testing agency will perform field quality control tests, as specified in Section 01 4000 - Quality Requirements.

B. Verify f'm in accordance with Section 1.05
C. Sample and test grout as required in Section 1.04 and 1.05.

3.09 CLEANING
A. Remove excess mortar and mortar droppings.

B. Replace defective mortar. Match adjacent work.

C. Clean soiled surfaces with cleaning solution.

D. Use non-metallic tools in cleaning operations.

E. Remove debris
F. Do not damage the masonry

3.10 PROTECTION
A. Protect adjacent construction and in place masonry against damage.

B. Without damaging completed work, provide protective boards at exposed external corners that are subject to damage by construction activities.

END OF SECTION 04 2000
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 05 1200
05 1200 Structural Steel Framing
01-20-2026 Page 1 of 12
Section 05 1200
Structural Steel Framing
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Structural steel framing members, support members.

B. Base plates.

C. Grouting under base plates.

1.02 REFERENCE STANDARDS
A. AISC( MAN) - Steel Construction Manual; 2015
B. AISC 303 - Code of Standard Practice for Steel Buildings and Bridges; 2022, with Errata (2025).

C. ASTM A153/A153M - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware; 2016a.

D. ASTM A307 - Standard Specification for Carbon Steel Bolts, Studs, and Threaded Rod 60 000 PSI Tensile Strength; 2021.

E. ASTM A500/A500M - Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes; 2023.

F. ASTM A529/A529M - Standard Specification for High-Strength Carbon-Manganese Steel of Structural Quality; 2019.

G. ASTM A563 - Standard Specification for Carbon and Alloy Steel Nuts; 2021a.

H. ASTM A673 - Standard Specification for Sampling Procedure for Impact Testing of Structural Steel; 2012
I. ASTM A992/A992M - Standard Specification for Structural Steel Shapes; 2022.

J. ASTM E23 - Standard Test Methods for Notched Bar Impact Testing of Metallic Materials; 2016b
K. ASTM F1554 - Standard Specification for Anchor Bolts, Steel, 36, 55, and 105-ksi Yield Strength; 2020.

L. AWS A2.4 - Standard Symbols for Welding, Brazing, and Nondestructive Examination; 2020.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 05 1200
05 1200 Structural Steel Framing
01-20-2026 Page 2 of 12
M. AWS D1.1/D1.1M - Structural Welding Code - Steel; 2025.

N. RCSC (HSBOLT) - Specification for Structural Joints Using High-Strength Bolts; Research Council on Structural Connections; 2020.

1.03 SUBMITTALS
A. See Section 01 3300 - Submittals, for submittal procedures.

B. Shop Drawings:

1. Submit Structural Steel Shop Drawings,:
a. Include complete details and schedules for fabrication and shop assembly of members,
b. Include details, schedules, procedures and diagrams showing the sequence of erection c. Include a fully detailed, well controlled sequence and technique plan for shop and field welding that minimizes locked in stresses and distortion d. Include details of cuts, connections, camber, and holes in accordance with Figure 4.5 of AWS D1.1-10 or AISC 360 Section J1.8, weld position plan and other pertinent data. Indicate welds by standard AWS symbols, and show size, length and type of each weld.
e. Provide setting drawings, templates, and directions for installation of anchor bolts and other anchorages to be installed for Work specified in other sections. f. Submit a list of steel items to be galvanized.

C. Product Data:

1. Submit copies of fabricator’s specifications and installation instructions for the following products. Include laboratory test reports and other data required demonstrating compliance with these Specifications:
a. Structural Steel Including Chemical and Physical properties. b. Welding electrodes
c. Welding Gas
d. Structural Steel Primer Paint

2. Indicate profiles, sizes, spacing, locations of structural members, openings, attachments, and fasteners.

D. Manufacturer's Mill Certificate: Certify that products meet or exceed specified requirements.

E. Welders Certificates: Field welders shall be Project certified in accordance with AWS D1. 1-

15. Shop welders shall be Project certified for FCAWS in accordance with AWS D1. 1-15.

F. Weld Procedures: Submit weld procedures for all connections. Weld procedures shall be prequalified or qualified as described in AWS D1.1, Section 4, Part B for self shielded FCAW, Weld procedures shall indicate joints details and tolerances, preheat and interpass temperature, post-heat treatment, single or multiple stringer passes, peening of stringer passes for groove welds except for the first and the last pass, electrode type and size, welding current, polarity and amperes and root treatment. The welding variables for each stringer pass shall be recorded and averaged, from these averages the weld heat input shall be calculated. Welding shall not proceed until WPS have been reviewed and approved by the Engineer of Record.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 05 1200
05 1200 Structural Steel Framing
01-20-2026 Page 3 of 12

1.04 QUALITY ASSURANCE
A. Fabricate structural steel members in accordance with the following Codes and Provisions as a Minimum Requirement:

1. California Building Code, 2022 Edition, Chapter 22, & Chapter 17.

2. AISC Standards:
a. AISC 303-16 - Code of Standard Practice for Steel Buildings and Bridges b. AISC 360-16 - Specification for the Design, Fabrication and Erection of Structural Steel for Buildings

3. AWS Standards:
a. AWS D1.1 - Structural Welding Code - Steel
B. Welder Qualifications: Welding processes and welding operators qualified in accordance with AWS D1.1/D1.1M and no more than 12 months before start of scheduled welding work.

C. Testing Laboratory shall perform conformance testing in accordance with the CBC:

1. Identified Structural Steel: Tests are waived for steel identified by heat number, accompanied by mill analyses and mill test reports, and properly tagged with an Identification Certificate so as to be readily identified for conformance with applicable ASTM. Comply with the CBC.

D. Testing & Inspection shall comply with the following:

1. All steel used for structural purposes shall be identified.. Manufacturer’s mill analyses and test reports are acceptable for properly identified steel, but the enforcement agency may require additional testing to determine the quality of the steel if there is any doubt as to its acceptability. Any steel not properly identified shall be tested to meet the minimum chemical and mechanical requirements of the ASTM standard appropriate for the steel specified for the structure.

2. AISC 360-16 Chapter N - Tests of High-strength Bolts, Nuts and Washers. High-strength bolts, nuts and washers shall be sampled and tested by an approved independent testing laboratory for conformance with the requirements of Division III.

3. AISC 360-16 Chapter N - Tests of End-welded Studs. End-welded studs shall be sampled, tested and inspected per the requirements of the Structural Welding Code – Steel, published by the American Welding Society.

4. Inspection of shop fabrication shall be required for significant structural detailed connection and fabrication work as directed by the enforcement agency. This inspection shall be made by a qualified inspector approved by the enforcement agency. The inspector shall furnish the architect, structural engineer and the enforcement agency with a report that the materials and workmanship conform to the approved plans and specifications.

5. Inspection of Welding. Inspection of all shop and field welding operations, including the installation of automatic end-welded stud shear connectors shall be made by a qualified welding inspector approved by the enforcement agency. Such inspector shall be a person trained and thoroughly experienced in inspecting welding operations. The inspector’s ability to distinguish between sound and unsound welding shall be reliably established.

The minimum requirements for a qualified welding inspector shall be as those for an AWS certified welding inspector (CWI), as defined in the provisions of the ANSI/AWS QCI-1- 96, Standard for AWS Certification of Welding Inspectors published by the American Welding Society. All welding inspectors shall be approved by the enforcement agency.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 05 1200
05 1200 Structural Steel Framing
01-20-2026 Page 4 of 12
The ability of each welder to produce sound welds of all types required by the work shall be established by welder qualification satisfactory to the enforcement agency.

6. Welding inspection of structural welding shall conform to the requirements of AWS D1.1 Structural Welding Code – Steel, published by the American Welding Society, except as modified by this section.

7. The welding inspector shall make a systematic record of all welds. This record shall include in addition to other required records:
a. Identification marks of welders.
b. List of defective welds.
c. Manner of correction of defects.

8. The welding inspector shall check the material, equipment, details of construction and procedure, as well as the welds. The inspector shall also check the ability of the welder.

The inspector shall verify that the installation procedure for automatic end-welded stud shear connectors is in accordance with the requirements of AWS D1.1, Structural Welding Code – Steel, published by the American Weld Society and the approved plans and specifications. The inspector shall furnish the architect, structural engineer and the enforcement agency with a verified report that the welding is proper and has been done in conformity with AWS D1.1, Structural Welding Code – Steel, published by the American Welding Society and the approved plans and specifications. The inspector shall use all means necessary to determine the quality of the weld. The inspector may use gamma ray, magnaflux, trepanning, sonics or any other aid to visual inspection, which the inspector may deem necessary to be assured of the adequacy of the welding.

9. Inspection of High Strength Bolt Installations. Inspection of high-strength bolt installations shall be made by an inspector specially approved for that purpose by the enforcement agency. The inspector shall check the materials, equipment, details of construction and installation procedure. The inspector shall furnish the architect, structural engineer and the enforcement agency with a report that the work has been completed in every material respect in compliance with the approved plans and specifications.

1.05 DELIVERY STORAGE AND HANDLING
A. Store structural steel above grade on platforms, skids or other supports.

B. Protect steel from corrosion.

C. Storage and Care of Electrodes: Coatings of low-hydrogen type electrodes shall be thoroughly dry as used. Conform to AWS D1.1; use electrodes as taken from hermetically sealed packages within time limit specified therein after package is opened. Electrodes not used within allowable time period and electrodes that have been exposed more than one hour to air having a relative humidity of 75% or greater, or as required by the manufacturer, shall be dried according to AWS D1.1 before they are used, or shall be reconditioned according to electrode manufacturer's recommendations. Electrodes so dried or reconditioned not used within allowable time period after drying is completed shall be redried before use. Electrodes of any class that have been wet shall not be used under any conditions.

D. Store other materials in a weathertight and dry place until installed into the Work.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 05 1200
05 1200 Structural Steel Framing
01-20-2026 Page 5 of 12
PART 2 PRODUCTS

2.01 MATERIALS
A. Steel W Shapes and Tees: ASTM A992/A992M.

B. Steel Shapes, Plates, and Bars: ASTM A529/A529M high-strength, carbon-manganese structural steel, Grade 50.

C. Cold-Formed Structural Tubing: ASTM A500/A500M, Grade B for non-weathered steel D. Structural Bolts and Nuts: Carbon steel, ASTM A307, Grade A and galvanized in compliance with ASTM A153/A153M Class C.

E. Unheaded Anchor Rods: ASTM F1554, Gr 36, 55 (with S1 weld supplement requirements) or 105 as inidcated on the drawings, plain, with matching ASTM A563 or ASTM A563M nuts and ASTM F436 Type 1 washers.

F. Headed Anchor Rods: ASTM F1554 Grade 36, plain.

G. Welding Materials: AWS D1.1/D1.1M; type required for materials being welded.

1. Electrodes: AWS D5.1, E70XX Series Low Hydrogen Electrodes as required for intended use. All electrodes shall have a minimum Notch -Toughness of 20 FT-Lb at -20 degree F.

H. Grout: Non-shrink, non-metallic aggregate type, complying with ASTM C1107/C1107M and capable of developing a minimum compressive strength of 7,000 psi at 28 days.

2.02 FABRICATION
A. Shop fabricate to greatest extent possible.

B. Cleaning and Straightening: Thoroughly wire brush material, clean of loose mill scale and rust, and straighten by methods that will not injure the steel prior to fabrication. Remove twists or bends after punching or working component parts of a member before the parts are assembled.

Produce finished members free from twists, bends, and open joints when erected.

C. Contact: Pin components parts of built-up members and maintain in close contact using clamps or temporary bolting during welding operations. Accurately mill compression bearing surfaces of joints depending on contact bearings or saw cut square to axis, or as detailed. Cut other joints straight and true.

D. Joining: Provide members of the sizes, weights, shapes, and arrangements indicated, closely fitted and finished true to line and in precise position as necessary to allow proper joining of parts in the field. Drifting to enlarge unfair holes is not allowed without prior approval.

E. Drilling, Punching, and Reaming: Hole burning to make or enlarge previous holes is allowed only with prior approval. Prepare required holes in structural steel members for attachment or passage of Work of other trades. Precisely locate finished holes to ensure passage of all bolts Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 05 1200
05 1200 Structural Steel Framing
01-20-2026 Page 6 of 12
through steel assemblies without drifting. Enlarge holes only by reaming. Poor matching of holes is cause for rejection.

F. Holes For Anchor Bolts: Punch and drill or ream holes in base and bearing plates. Do not make or enlarge the holes by burning except for grouting holes in column bases without prior approval by the Architect.

G. Gas Cutting: Use of a cutting torch is allowed where the metal being cut is not stressed during the operation, and provided stresses are not transmitted through a flame-cut surface. Make all gas cuts with a smooth regular contour. Deduct 1/8" from width of gas cut edges to determine effective width of members that are gas cut. Make radius of re-entrant gas cuts as large as possible, but 1" minimum.

H. Galvanizing: After fabrication, items indicated or specified to be galvanized shall be galvanized in largest practical sizes. Fabrication includes operations of shearing, punching, bending, forming, assembling or welding. Galvanized items shall be free from projections, barbs, or icicles resulting from the galvanizing process.

I. Welding:

1. Type of steel furnished in welded structures shall provide chemical properties suitable for welding as determined by chemical analysis. Welds shall conform to the requirements of CBC Chapter 17A.

2. Materials and workmanship shall conform to the requirements specified herein and to CBC requirements, modified as follows:
a. No welded splices shall be permitted except those indicated on Drawings unless specifically reviewed by the Engineer of Record and the DSA. b. Drawings will designate joints in which it is important that welding sequence and technique be controlled to minimize shrinkage stresses and distortion.

3. Welding shall be performed in accordance with requirements of the AWS Structural Welding Code.

J. Shop Finish:

1. Notify the Inspector when Work is ready to receive shop prime coat. Work shall be inspected by the Inspector before installation of primer.

2. Structural steel and fittings, except galvanized items, which will be exposed when building is completed, shall receive a coat of primer.

3. The primer specified shall be spray applied, filling joints and corners and covering surfaces with a smooth unbroken film. The minimum dry film thickness of the primer shall be 2.0 mils.

2.03 CONNECTIONS
A. Make connections with bolts as noted on the Structural Drawings.

B. High-Strength Steel Bolting: For joints connected by high strength steel bolts, hardened washers, and nuts tightened to high tension, conform materials, method of installation and tension control, and wrenches to Reference Standards. Install all high-strength bolts under inspection.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 05 1200
05 1200 Structural Steel Framing
01-20-2026 Page 7 of 12

1. Connections shall be the “bearing bolt type” (A325-N) unless noted to be “slip-critical” (A325-SC and A490-SC). Refer to drawings.

2. Bolt lengths shall be the grip plus 1-1/4".

3. Tightening of nuts shall be done with properly calibrated wrenches or by the turn-of-thenut method for A325-SC and A490-SC bolts. Tightening of the nuts for A325-N bolts to snug tightness shall be to Ref. Spec.

4. Check calibrated wrenches individually for accuracy not less than once daily for actual conditions of application.

5. Clean all contact surfaces of bolted parts and threads free of scale, slag, burrs, pits, dirt, paint, and other foreign material or defects which would prevent solid seating of connected parts.

6. Install hardened washers per AISC Standards

7. Tighten bolts systematically from most rigid part of connection to the free edges.

8. Retighten first installed bolts that may have loosened by tightening of subsequent bolts so all bolts are tightened to correct tension.

9. Mark fully tightened bolts with identifying symbol.

10. The contractor shall torque test 25% of the bolts in connections designated with A325-SC or A490-SC Bolts.

2.04 WELDING:

A. Conform to CBC Section 1705.2, AWS D1.1 as modified by referenced AISC Standards, and as indicated or noted on Drawings. Employ welding operators qualified in accordance with AWS D1.1, as applicable, who are thoroughly trained and experienced in arc welding and that produce uniformly reliable groove and fillet welds in flat, vertical, and overhead positions, and make neat and consistent welds. Weld all structural steel joints by shielded electric-arc method unless otherwise shown, specified, or approved. Conform welding in both shop and field, including the prequalification of welds and welder qualifications, to AWS D1.1.

B. Preparation: Clean steel surfaces to be welded of all paint, grease, oil, mill scale, and foreign matter. Clean weld each time the electrode is changed. Chip full surface of hand guided and controlled flame cut edges before welding. Surfaces prepared with automatic or mechanically guided and controlled equipment need not be ground or chipped before welding.

C. Weld Finishing: Grind exposed welds subject to contact to smooth surfaces free of holes, slag, or other defects, flush with the adjoining surfaces. No finish treatment is required for permanently concealed welds and other exposed welds.

D. Procedures: During assembling and welding, hold components of a built-up member with adequate clamps or other means to keep parts straight and in close contact. Do no welding in wind until adequate protective screening is set up. Cut out defective welds or parts of welds with a chisel or air arc and replace.

E. Weld Characteristics: Conform to AWS D1.1. Clean and wire brush all welds. Visual inspection of finished welds must show uniform section, smoothness of welded metal, feather edges without undercuts or overlays, freedom from porosity and inclusions, and good fusion and penetration into base metal at edges and ends of fillet welds.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 05 1200
05 1200 Structural Steel Framing
01-20-2026 Page 8 of 12

2.05 FINISH
A. Clean surfaces according to AISC Specifications. Apply one shop coat of specified metal primer to minimum 1.0 mil dry film thickness. Work primer into joints. Do not prime the following:

B. Shop prime structural steel members. Do not prime surfaces that will be fireproofed, field welded, in contact with concrete, or high strength bolted.

2.06 SOURCE QUALITY CONTROL
A. A qualified special inspector shall inspect high-strength bolted connections. The Owner will provide an independent testing laboratory to perform tests and prepare test reports in accordance with the CBC. The Inspector shall be responsible for monitoring the work of the special inspector and testing laboratories to ensure that the testing program is satisfactorily completed.

B. An AWS CWI certified special inspector shall inspect welded connections. The Owner will provide an independent testing laboratory to perform tests and prepare test reports in accordance with the CBC. The Inspector shall be responsible for monitoring the work of the special inspector and testing laboratories to ensure that the testing program is satisfactorily completed.

C. The independent testing laboratory shall conduct and interpret test and state in each report whether test specimens comply with requirements, and specifically state any deviations therefrom.

D. Provide access to all places where structural steel Work is being fabricated or produced so required inspection and testing can be performed.

E. The independent testing laboratory may inspect and/or test structural steel at plant before shipment; however, the Engineer of Record reserves the right at any time before Final Completion to deem materials not in compliance with the specified requirements as defective Work.

F. Correct defects in structural Work when inspections and laboratory test reports indicate noncompliance with specified requirements. Perform additional tests as may be required to reconfirm noncompliance of original Work, and as may be required to show demonstrate compliance of corrected Work.

G. Welding: Inspect and test during fabrication and erection of structural steel assemblies as follows:

1. Certify welders and conduct inspections and tests as required. Record types and locations of defects found in the Work. Record Work required and performed to correct deficiencies.

2. Inspect welds. Welds shall be visually inspected before performing any non-destructive testing. Groove weld shall be inspected by ultrasonic or other approved non-destructive test methods.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 05 1200
05 1200 Structural Steel Framing
01-20-2026 Page 9 of 12

3. Ultrasonic testing shall be performed by a specially trained and qualified technician who shall operate the equipment, examine welds, and maintain a record of welds examined, defects found, and disposition of each defect. Repair and test defective welds.

4. Rate of Testing: Complete joint penetration welds contained in joints and splices shall be tested 100 percent either by ultrasonic testing or by radiography.

5. Base metal thicker than 1-1/2 inches, when subjected to through-thickness weld shrinkage strains, shall be ultrasonically inspected by shear wave methods for discontinuities directly behind such welds. Tests shall be performed at least 48 hours after completed joint has cooled down to ambient air temperature.

6. Any material discontinuities shall be reviewed based on the defect rating in accordance with the criteria of AWS D1.1 table 6.3 by the SEOR.

7. Other method of non-destructive testing and inspection, for example, liquid dye penetrate testing, magnetic particle inspection or radiographic inspection may be performed on weld if required.

8. Lamellar Tearing: Lamellar-tearing resulting from welding is a crack (with zero tolerance) and shall be repaired in accordance with AWS D1.1.

9. Lamination: The rejection criteria shall be based on ASTM A 435.

10. Where testing reveals lamination or conditions of lamellar tearing in base metal, the steel fabricator shall submit a proposed method of repair for review by the Architect. Test repaired areas as required.

11. Magnetic Particle Testing: Magnetic particle testing when required shall be provided in accordance with AWS D1.1 for procedure and technique. The standards of acceptance shall be in accordance with AWS D1.1 - Qualification.

H. Welded studs shall be tested and inspected by the special inspector in accordance with requirements of AWS D1.1 – Stud Welding.

PART 3 EXECUTION

3.01 EXAMINATION
A. Verify that conditions are appropriate for erection of structural steel and that the work may properly proceed.

B. Verify governing dimensions and conditions of the Work before commencing erection Work.

Verify elevations of concrete and masonry bearing surfaces, and locations of anchor rods, bearing plates and other Embedments.

C. Provide temporary shoring and bracing, and other support during performance of the Work.

Remove after steel is in place and connected, and after cast-in-place concrete has reached its design strength.

3.02 ERECTION
A. Erect structural steel in compliance with AISC 303.

B. Employ qualified riggers and plan erection to require minimum cutting. Erect members plumb, true to line and level, and in precise positions. Provide temporary bracing and guying to resist Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 05 1200
05 1200 Structural Steel Framing
01-20-2026 Page 10 of 12
loads and stresses to which the structure may be subjected, including those due to erection equipment and its operation.

C. Anchor Bolts: Furnish and deliver anchor bolts with setting drawings and templates. Verify position of bolts prior to delivery of steel; report errors or deviation for correction.

D. Clean surfaces of base plates and bearing plates.

1. Install base and bearing plates for structural members on wedges, shims, or setting nuts as required.

2. Tighten anchor bolts after supported members have been positioned and plumbed. Do not remove wedges or shims; cut off flush with edge of base or bearing plate before packing with grout.

E. Maintain erection tolerances of structural steel within AISC Code of Standard Practice for Steel Buildings and Bridges.

F. Align and adjust steel members. Adjust for variations in elevation or alignment. Level and plumb structural members.

G. Do not permit thermal cutting during erection of structural steel.

H. Connections: Hold steel in correct position during welding and bolting, and provide for dead loads, wind, and all erection stresses. Do no welding or final bolting until members have been aligned and plumbed.

1. Field Welding: Conform to requirements for shop fabrication.

2. Common Bolts: Tighten and upset bolt threads to preclude loosening, or use approved self-locking nuts.

3. High-Strength Bolting: Tighten by turn of the nut method or with calibrated torque wrenches as specified for the shop high-strength bolting and according to Code, AISC Standards and the Reference Standard.

I. Where indicated for field connections, provide standard bolts complying with ASTM A325.

J. Install high strength steel bolts at locations indicated. Assembly and installation shall be in accordance with CBC requirements.

K. Erect structural steel plumb and level and to proper tolerances as set forth in the AISC Manual.

Provide temporary bracing, supports or connections required for complete safety of structure until final permanent connections are installed.

L. Steel Columns: Set column bases in exact position for alignment, plumb and straight, supported on adjustable bolt supports or shims until grout has set. Set center of base true to column center within 1/16" and adjust column height exactly. Maintain bases at exact position and level during grouting. Fill grout space solid with non-shrink grout.

M. Damaged Members: During erection, straighten or replace members which are bent, twisted, or damaged as directed. If heating is required, perform heating by methods that ensure a uniform temperature throughout the entire member. When directed, remove members damaged to an Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 05 1200
05 1200 Structural Steel Framing
01-20-2026 Page 11 of 12
extent impairing appearance, strength, or serviceability and replace with new members at no extra cost to the Owner.

N. Do not field cut or alter structural members without approval of Architect.

O. After erection, prime welds, abrasions, and surfaces not shop primed, except surfaces to be in contact with concrete.

P. Grout solidly between column or other bearing plates and concrete/masonry bearing surfaces, complying with manufacturer's instructions for nonshrink grout. Trowel grouted surfaces smooth, splaying neatly to 45 degrees.

3.03 FINISHING
A. After erection, spots or surfaces where paint has been removed, damaged, or burned off and field rivets, bolts, and other field connections not concealed in the Work, shall be cleaned of dirt, oil, grease, and burned paint and furnished with a spot coat of the same primer installed during shop priming.

B. Touchup Painting: Immediately after erection, clean field welds, bolted connections, and abraded areas of shop paint. Install paint to exposed areas with the same material installed during shop painting. Install by brush or spray to provide a minimum dry film thickness of 1.5 mils.

3.04 TOLERANCES
A. Maximum Variation From Plumb: 1/4 inch per story, non-cumulative.

B. Maximum Offset From true Alignment: 1/4 inch.

3.05 FIELD QUALITY CONTROL
A. Testing Agency: The owner will engage an independent testing agency to perform field quality control tests, as specified in Section 01 4000 - Quality Requirements.

B. All welders shall be qualified for each process and position per AWS D1.1 Chapter 4, Part C - Performance Qualifications.

C. Testing Agency: The owner will engage an independent testing agency to perform field quality control tests for all field welds and bolted connections as detailed in Section 1.5 above.

1. High-Strength Bolts: Provide testing and verification of field-bolted connections in accordance with RCSC "Specification for Structural Joints Using High-Strength Bolts".

2. Welded Connections: Visually inspect all field-welded connections. For all CJP welds test 100 percent of welds using the following:
a. Ultrasonic testing performed in accordance with ASTM E164. An AWS Certified Welding Inspector shall operate ultrasonic testing equipment, examine welds, and maintain a record of welds examined, defects found, and disposition of each defect.

Defective welds shall be repaired in accordance with AWS D1.1, latest revision, and Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 05 1200
05 1200 Structural Steel Framing
01-20-2026 Page 12 of 12
costs for retesting defective welds shall be responsibility of the Contractor. Tests shall be complete tests according to AWS D1.1, latest revision. b. Backing Strips: Remove backing strips whenever ultrasonic indications arising from weld roots can be interpreted as either a weld defect or a backing strip, and retest weld if no root defect is visible. If no defect is disclosed by retest and no significant amount of the base and weld metal is removed, joint needs no further repair or welding. Repair all defects disclosed. Contractor shall bear the cost of removals and repairs.
c. Ultrasonic Instrumentation: Calibrated by technician to evaluate the quality of welds in accordance with AWS D1.1-15, Sections 5 and 6.
d. Acceptance Criteria: In accordance with larger reflector criteria of AWS D1.1, latest revision.

3.06 CLEAN UP
A. Remove rubbish, debris and waste materials and legally dispose of off the Project site.

3.07 PROTECTION
A. Protect the Work of this section until Substantial Completion.

END OF SECTION 05 1200
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 05 5213
05 5213 Pipe and Tube Railings
01-20-2026 Page 1 of 4
Section 05 5213
Pipe and Tube Railings
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Wall mounted handrails.

B. Stair railings and guardrails.

1.02 RELATED REQUIREMENTS
A. Section 05 5100 - Metal Stairs: Attachment plates for handrails specified in this section.

B. Section 05 5000 - Metal Fabrications: Fabrication to support guardrailshoe moulding/guardrail C. Section 09 9113 - Exterior Painting: Paint finish.

D. Section 09 9123 - Interior Painting: Paint finish.

1.03 REFERENCE STANDARDS
A. AAMA 611 - Specification for Anodized Architectural Aluminum; 2024.

B. ADA Standards - 2010 ADA Standards for Accessible Design; 2010.

C. ASTM A53/A53M - Standard Specification for Pipe, Steel, Black and Hot-Dipped, ZincCoated, Welded and Seamless; 2024.

D. ASTM A123/A123M - Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products; 2024.

E. ASTM B241/B241M - Standard Specification for Aluminum and Aluminum-Alloy Seamless Pipe and Seamless Extruded Tube; 2022.

F. ASTM B429/B429M - Standard Specification for Aluminum-Alloy Extruded Structural Pipe and Tube; 2020.

G. ASTM B483/B483M - Standard Specification for Aluminum and Aluminum-Alloy Drawn Tube and Drawn Pipe for General Purpose Applications; 2021.

H. ASTM E935 - Standard Test Methods for Performance of Permanent Metal Railing Systems and Rails for Buildings; 2021.

I. SSPC-Paint 15 - Steel Joist Shop Primer/Metal Building Primer; 2004.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 05 5213
05 5213 Pipe and Tube Railings
01-20-2026 Page 2 of 4
J. SSPC-Paint 20 - Zinc-Rich Coating (Type I - Inorganic, and Type II - Organic); 2019.

1.04 SUBMITTALS
A. See Section 01 3300 - Submittals, for submittal procedures.

B. Shop Drawings: Indicate profiles, sizes, connection attachments, anchorage, size and type of fasteners, and accessories.

PART 2 PRODUCTS

2.01 MANUFACTURERS
A. Handrails and Railings:

1. C.R. Laurence Company, Inc: www.crl-arch.com/sle.

2. Julius Blum & Co.; www.juliusblum.com

3. Hollaender Manufacturing; www.hollaender.com

4. Substitutions: See Section 01 6000 - Product Requirements.

2.02 RAILINGS - GENERAL REQUIREMENTS
A. Design, fabricate, and test railing assemblies in accordance with the most stringent requirements of applicable local code.

B. Distributed Loads: Design railing assembly, wall rails, and attachments to resist distributed force of 75 pounds per linear foot applied to the top of the assembly and in any direction, without damage or permanent set. Test in accordance with ASTM E935.

C. Concentrated Loads: Design railing assembly, wall rails, and attachments to resist a concentrated force of 200 pounds applied at any point on the top of the assembly and in any direction, without damage or permanent set. Test in accordance with ASTM E935.

D. Allow for expansion and contraction of members and building movement without damage to connections or members.

E. Dimensions: See drawings for configurations and heights.

F. Provide anchors and other components as required to attach to structure, made of same materials as railing components unless otherwise indicated; where exposed fasteners are unavoidable provide flush countersunk fasteners.

G. Provide slip-on non-weld mechanical fittings to join lengths, seal open ends, and conceal exposed mounting bolts and nuts, including but not limited to elbows, T-shapes, splice connectors, flanges, escutcheons, and wall brackets.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 05 5213
05 5213 Pipe and Tube Railings
01-20-2026 Page 3 of 4

2.03 ALUMINUM MATERIALS
A. Aluminum Pipe: Schedule 40; ASTM B429/B429M, ASTM B241/B241M, or ASTM B483/B483M.

B. Non-Weld Mechanical Fittings: Slip-on cast aluminum, for Schedule 40 pipe, with flush setscrews for tightening by standard hex wrench, no bolts or screw fasteners.

C. Exposed Fasteners: No exposed bolts or screws.

2.04 STEEL RAILING SYSTEM
A. Steel Pipe: ASTM A53/A53M Grade B Schedule 40, black and galvanized finish, as indicated.

B. Exposed Fasteners: No exposed bolts or screws.

C. Galvanizing: In accordance with requirements of ASTM A123/A123M.

1. Touch-Up Primer for Galvanized Surfaces: SSPC-Paint 20 Type I - Inorganic.

D. Shop and Touch-Up Primer: SSPC-Paint 15, complying with VOC limitations of authorities having jurisdiction.

2.05 FABRICATION
A. Accurately form components to suit specific project conditions and for proper connection to building structure.

B. Fit and shop assemble components in largest practical sizes for delivery to site.

C. Fabricate components with joints tightly fitted and secured. Provide spigots and sleeves to accommodate site assembly and installation.

D. Where handrails are to be hot dip galvanized locate vent holes for each portion of the railing where they will not be readily visible when installed.

2.06 ALUMINUM FINISHES
A. Class II Natural Anodized Finish: AAMA 611 AA-M12C22A31 Clear anodic coating not less than 0.4 mils thick.

2.07 PRODUCTS
A. Steel Guardrails and Handrails: Fabricated
B. Aluminum Guardrails and Handrails:

1. Connectorail System: Julius Blum

2. Interna-Rail System: Hollaender

3. Blumcraft: C.R. Laurence
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 05 5213
05 5213 Pipe and Tube Railings
01-20-2026 Page 4 of 4

4. Or approved equal
PART 3 EXECUTION

3.01 EXAMINATION
A. Verify that field conditions are acceptable and are ready to receive work.

3.02 PREPARATION
A. Apply one coat of bituminous paint to concealed aluminum surfaces that will be in contact with cementitious or dissimilar materials.

3.03 INSTALLATION
A. Install in accordance with manufacturer's instructions.

B. Install components plumb and level, accurately fitted, free from distortion or defects, with tight joints.

C. Install railings in compliance with ADA Standards for accessible design at applicable locations.

D. Anchor railings securely to structure.

E. Conceal anchor bolts and screws whenever possible. Where not concealed, use flush countersunk fastenings.

3.04 TOLERANCES
A. Maximum Variation From Plumb: 1/4 inch per floor level, non-cumulative.

B. Maximum Offset From True Alignment: 1/4 inch.

C. Maximum Out-of-Position: 1/4 inch.

END OF SECTION 05 5213
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 05 7000
05 7000 Decorative Metal
01-20-2026 Page 1 of 4
Section 05 7000
Decorative Metal
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Decorative metal units.

1.02 RELATED REQUIREMENTS
A. Section 05 5000 - Metal Fabrications.

1.03 DELIVERY, STORAGE, AND HANDLING
A. Deliver materials in factory-provided protective coverings and packaging.

B. Protect materials against damage during transit, delivery, storage, and installation at site.

C. Inspect materials for damage upon delivery. Replace damaged and unrepairable materials.

Ensure replacement materials are indistinguishable from undamaged parts and finishes.

D. Prior to installation, store materials and components under cover in a dry location.

1.04 WARRANTY
A. Manufacturer Warranty: Provide 2-year manufacturer warranty for defects in materials, fabrication, finishes, and installation. Complete forms in Owner's name and register with manufacturer.

PART 2 PRODUCTS

2.01 DECORATIVE METAL UNITS
A. Decorative Grilles vents:

1. Base Metal: Steel.

2. Profile: As indicated on drawings.

2.02 MATERIALS
A. General: Provide sheet metal without pitting, seam marks, roller marks, stains, discolorations, or other imperfections exposed to view on finished units.

B. Steel Components:

1. Sections, Shapes, Plate and Bar: ASTM A36/A36M.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 05 7000
05 7000 Decorative Metal
01-20-2026 Page 2 of 4

2.03 FABRICATION
A. Fit and shop assemble items in largest practical sections for delivery to site.

B. Fabricate items with joints tightly fitted and secured.

C. Grind exposed joints flush and smooth with adjacent finish surface. Make exposed joints butt tight, flush, and hairline. Ease exposed edges to small uniform radius.

D. Fabricate anchors and related components of same material and finish as fabrication, except where specifically noted otherwise.

2.04 FABRICATION TOLERANCES
A. Squareness: 1/8 inch maximum difference in diagonal measurements.

B. Maximum Offset Between Faces: 1/16 inch.

C. Maximum Misalignment of Adjacent Members: 1/16 inch.

D. Maximum Bow: 1/8 inch in 48 inches.

E. Maximum Deviation from Plane: 1/16 inch in 48 inches.

2.05 FINISHES
A. General: Comply with NAAMM AMP 500-06.

1. Complete mechanical finishes before fabrication. After fabrication, finish joints, bends, abrasions, and surface blemishes to match sheet.

2. Protect mechanical finishes on exposed surfaces from damage.

3. Apply organic and anodic finishes to formed metal after fabrication unless otherwise indicated.

4. Appearance: Limit variations in appearance of adjacent pieces to one-half of range represented in approved samples. Noticeable variations in same piece are not acceptable.

Install components within range of approved samples to minimize contrast.

B. Steel Finishes:

1. Color: As indicated on drawings.

2.06 ACCESSORIES
A. Anchors and Fasteners: Provide anchors, fasteners, and other attachment devices required to attach to structure. Ensure attachment devices are of same material as components unless indicated otherwise.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 05 7000
05 7000 Decorative Metal
01-20-2026 Page 3 of 4
PART 3 EXECUTION

3.01 EXAMINATION
A. Verify that substrate and site conditions are acceptable and ready to receive work.

B. Verify field dimensions of locations and areas to receive work.

C. Notify Architect immediately of conditions that would prevent satisfactory installation.

D. Do not proceed with work until detrimental conditions have been corrected.

3.02 PREPARATION
A. Protect existing work.

B. Clean surfaces to receive units. Remove materials and substances detrimental to installation.

3.03 INSTALLATION
A. Comply with manufacturer's drawings and written instructions.

B. Install components plumb and level, accurately fitted, free from distortion or defects, and with tight joints, except where necessary for expansion.

C. Anchor securely to structure.

D. Conceal anchor bolts and screws whenever possible. Where not concealed, use flush countersunk fastenings.

E. Isolate dissimilar materials with bituminous coating, bushings, grommets, or washers to prevent electrolytic corrosion.

3.04 PROTECTION
A. Protect installed components and finishes from damage after installation.

B. Repair damage to exposed finishes to be indistinguishable from undamaged areas.

C. If damage to finishes and components cannot be repaired to be indistinguishable from undamaged finishes and components, replace damaged items.

END OF SECTION 05 7000
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 05 7000
05 7000 Decorative Metal
01-20-2026 Page 4 of 4
This page intentionally left blank
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 05 7300
05 7300 Decorative Metal Railings
01-20-2026 Page 1 of 2
Section 05 7300
Decorative Metal Railings
PART 2 PRODUCTS

1.01 RAILING SYSTEMS
A. General: Factory- or shop-fabricated to suit project conditions, for proper connection to building structure, and in largest sizes practical for delivery to site.

B. Performance Requirements:

C. Assembly: Use slip-on, nonweld mechanical fittings, flanges, escutcheons, and wall brackets to join lengths, seal open ends, and conceal exposed mounting bolts and nuts.

D. Joints: Machined smooth with hairline seams; tightly fitted and secured.

E. Field Connections: Provide sleeves to accommodate site assembly and installation.

End of Section 05 7300
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 05 7300
05 7300 Decorative Metal Railings
01-20-2026 Page 2 of 2
This page intentionally left blank
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 06 0573
06 0573 Wood Treatment
01-20-2026 Page 1 of 2
Section 06 0573
Wood Treatment
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Site applied termiticide for wood materials.

1.02 RELATED REQUIREMENTS
A. Section 01 6116 - Volatile Organic Compound (VOC) Content Restrictions .

B. Section 06 1000 - Rough Carpentry: Factory treatment for wood products.

1.03 SUBMITTALS
A. Product Data: Provide technical data on application instructions and EPA registered label specimen.

B. Warranty: Submit manufacturer warranty and ensure that forms have been completed in Owner's name and registered with manufacturer.

1.04 WARRANTY
A. Provide 5 year manufacturer warranty for damage to the wood structure from decay fungi and subterranean, formosan, or drywood termites.

PART 2 PRODUCTS

2.01 SITE APPLIED WOOD TREATMENT
A. Site Applied Termiticide and Mildewcide: Borate mineral salt based, spray applied termiticide, mildewcide and mold growth preventative.

1. Provide an EPA-Registered termiticide, complying with requirements of authorities having jurisdiction, in an aqueous solution formulated to prevent termite infestation.

Provide quantity required for application at the label volume and rate for the maximum termiticide concentration allowed for each specific use, according to product's EPARegistered Label. a. Basis-of-Design: Subject to compliance with requirements, provide Nisus Corporation; BORA-CARE® Commercial Termiticide or other approved product. 1) Active Ingredient: 40% Disodium Octaborate Tetrahydrate (DOT) 2) Penetrant: Glycol mixture.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 06 0573
06 0573 Wood Treatment
01-20-2026 Page 2 of 2
PART 3 EXECUTION

3.01 PREPARATION
A. Remove dust, dirt and other contaminants from treatment surfaces. Remove tarpaulins, dropcloths, strippable protective films, etc., from areas to be treated Move equipment and stored materials that block or prevent product application.

3.02 INSTALLATION - GENERAL
A. Provide temporary ventilation during and immediately after installation sufficient to remove indoor air contaminants.

3.03 SITE APPLIED WOOD TREATMENT
A. Termiticide:

1. Mix termiticide treatment solution to a uniform consistency. Provide quantity required for application at the label volume and rate for the maximum specified concentration of termiticide, according to manufacturer's EPA-Registered Label. Apply to the following so that a continuous horizontal and vertical termiticide barrier or treated zone is established at the foundation of building construction. Distribute treatment evenly. a. All structural Treat concrete, block, steel &wood and sill plates within 36 inches, minimum, of point of contact with foundation.
b. All wood, wood based and cellulosic sheathing within 36 inches, minimum, of point of contact with foundation.

2. Concrete foundations 2 inches, minimum, from sill plate.

3. Open bath traps and concrete slab within 12 inches, minimum, of bath trap.

4. All pipe and plumbing penetrations up to 36 inches, minimum, above slab and slab surface within 6 inches, minimum, of pipe or penetration.

5. Six inches, minimum, on either side of control joints and construction joints in slabs and joints between slabs and abutting material.

END OF SECTION 06 0573
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 06 1000
06 1000 Rough Carpentry
01-20-2026 Page 1 of 6
Section 06 1000
Rough Carpentry
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Structural dimension lumber framing.

B. Nonstructural dimension lumber framing.

C. Rough opening framing for doors, windows, and roof openings.

D. Sheathing.

E. Roofing nailers.

F. Preservative treated wood materials.

G. Miscellaneous framing and sheathing.

H. Concealed wood blocking, nailers, and supports.

I. Miscellaneous wood nailers, furring, and grounds.

J. Wall sheathing
K. Roof sheathing

1.02 RELATED REQUIREMENTS
A. Section 01 6116 - Volatile Organic Compound (VOC) Content Restrictions.

B. Section 03 3000 - Cast-in-Place Concrete: Setting anchors in concrete.

C. Section 05 1200 - Structural Steel Framing: Prefabricated beams and columns for support of wood framing.

D. Section 06 1733 - Wood I-Joists.

E. Section 06 1753 - Shop-Fabricated Wood Trusses.

1.03 REFERENCE STANDARDS
A. ASTM A153/A153M - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware; 2016a.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 06 1000
06 1000 Rough Carpentry
01-20-2026 Page 2 of 6
B. ASTM D5456 - Standard Specification for Evaluation of Structural Composite Lumber Products; 2019.

C. AWPA U1 - Use Category System: User Specification for Treated Wood; 2025.

D. PS 1 - Structural Plywood; 2023.

E. PS 1-19 - PS 1-19; Dec 2019.

F. PS 2 - Performance Standard for Wood Structural Panels; 2019.

G. PS 20 - American Softwood Lumber Standard; 2025.

1.04 SUBMITTALS
A. See Section 01 3300 - Submittals for submittal procedures.

B. Structural Composite Lumber: Submit manufacturer's published structural data including span tables, marked to indicate which sizes and grades are being used; if structural composite lumber is being substituted for dimension lumber or timbers, submit grading agency structural tables marked for comparison.

1.05 DELIVERY, STORAGE, AND HANDLING
A. General: Cover wood products to protect against moisture. Support stacked products to prevent deformation and to allow air circulation.

PART 2 PRODUCTS

2.01 GENERAL REQUIREMENTS
A. Dimension Lumber: Comply with PS 1-19 and requirements of specified grading agencies.

1. Species: Douglas Fir-Larch, unless otherwise indicated.

2. Grading Agency: Grading agency whose rules are approved by the Board of Review, American Lumber Standard Committee at www.alsc.org, and who provides grading service for the species and grade specified; provide lumber stamped with grade mark unless otherwise indicated.

2.02 DIMENSION LUMBER FOR CONCEALED APPLICATIONS
A. Sizes: Nominal sizes as indicated on drawings, S4S.

B. Moisture Content: S-dry or MC19.

C. Stud Framing (2 by 2 through 2 by 8 ):

1. Species: Per plan.

2. Grade: Per plan.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 06 1000
06 1000 Rough Carpentry
01-20-2026 Page 3 of 6
D. Joist, Rafter, and Small Beam Framing (2 by 6 through 4 by 16 ):

1. Species and Grades: As indicated on drawings for various locations.

E. Miscellaneous Framing, Blocking, Nailers, Grounds, and Furring:

1. Lumber: S4S, No. 2 or Standard Grade.

2. Boards: S4S, No. 2.

2.03 TIMBERS FOR CONCEALED APPLICATIONS
A. Sizes: Nominal sizes as indicated on drawings, S4S.

B. Moisture Content: S-dry (19 percent maximum).

C. Beams and Posts 5 inches and over in thickness:

1. Species: Douglas Fir-Larch.

2. Grade: No. 1.

2.04 STRUCTURAL COMPOSITE LUMBER
A. Structural Composite Lumber Materials: Factory-fabricated engineered wood products consisting of wood veneers, strands, or flakes pressed with moisture-resistant adhesive into blocks of material, evaluated in accordance with ASTM D5456.

1. Laminated Veneer Lumber (LVL): Engineered wood products consisting of thin wood veneer bonded together with adhesive with grain of veneers running parallel to long dimension.
a. Manufacturer's Published Modulus of Elasticity, E: 2,000,000 psi, minimum. b. Products:
1) Boise Cascade Company; Versa-Lam LVL: www.bc.com/#sle. 2) Roseburg Forest Products; RigidLam LVL: www.roseburg.com/#sle. 3) Substitutions: See Section 01 6000 - Product Requirements.

2. Parallel Strand Lumber (PSL): Engineered wood products consisting of long wood strands bonded together with adhesive with grain running parallel to long dimension. a. Strand Length-to-Thickness Ratio: Approximately 300. b. Manufacturer's Published Modulus of Elasticity, E: 2,000,000 psi, minimum. c. Products:
1) Weyerhaeuser Company; ____: www.weyerhaeuser.com/#sle. 2) Substitutions: See Section 01 6000 - Product Requirements.

3. Laminated Strand Lumber (LSL): Engineered wood products consisting of flaked wood strands bonded together with adhesive.
a. Strand Length-to-Thickness Ratio: Approximately 150. b. Manufacturer's Published Modulus of Elasticity, E: 1,800,000 psi, minimum. c. Products:
1) Weyerhaeuser Company; ____: www.weyerhaeuser.com/#sle. 2) Substitutions: See Section 01 6000 - Product Requirements.

2.05 CONSTRUCTION PANELS
A. Subfloor/Underlayment Combination: PS 2 type, rated Structural I Sheathing.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 06 1000
06 1000 Rough Carpentry
01-20-2026 Page 4 of 6

1. Bond Classification: Exposure 1.

2. Span Rating: 16.

3. Performance Category: 23/32 PERF CAT.

4. Edges: Tongue and groove.

B. Roof Sheathing: PS 2 type, rated Structural I Sheathing.

1. Bond Classification: Exterior.

2. Span Rating: 32.

3. Performance Category: 1/2 PERF CAT.

C. Wall Sheathing: Plywood, PS 1, Grade C-D, Exposure I, rated Structural I Sheathing.

D. Other Applications:

1. Plywood Concealed From View But Located Within Exterior Enclosure: PS 1, C-C Plugged or better, Exterior grade.

2. Plywood Exposed to View But Not Exposed to Weather: PS 1, A-D, or better.

3. Other Locations: PS 1, C-D Plugged or better.

2.06 ACCESSORIES
A. Metal and Finish of Fasteners:

1. Untreated Wood: Unfinished steel.

B. Joist Hangers: Hot dipped galvanized steel, sized as noted on plans.

1. Provide hangers manufactured by Simpson Strong-Tie.

2. Substitutions: See Section01 6000-Product Requirements.

PART 3 EXECUTION

3.01 PREPARATION
A. Coordinate installation of rough carpentry members specified in other sections.

3.02 INSTALLATION - GENERAL
A. Select material sizes to minimize waste.

B. Reuse scrap to the greatest extent possible; clearly separate scrap for use on site as accessory components, including: shims, bracing, and blocking.

C. Where treated wood is used on interior, provide temporary ventilation during and immediately after installation sufficient to remove indoor air contaminants.

3.03 FRAMING INSTALLATION
A. Set structural members level, plumb, and true to line. Discard pieces with defects that would lower required strength or result in unacceptable appearance of exposed members.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 06 1000
06 1000 Rough Carpentry
01-20-2026 Page 5 of 6
B. Make provisions for temporary construction loads, and provide temporary bracing sufficient to maintain structure in true alignment and safe condition until completion of erection and installation of permanent bracing.

C. Install structural members full length without splices unless otherwise specifically detailed.

D. Comply with member sizes, spacing, and configurations indicated, and fastener size and spacing indicated, but not less than required by applicable codes and AWC (WFCM) Wood Frame Construction Manual.

E. Install horizontal spanning members with crown edge up and not less than 1-1/2 inches of bearing at each end.

F. Construct double joist headers at floor and ceiling openings and under wall stud partitions that are parallel to floor joists; use metal joist hangers unless otherwise detailed.

G. Provide bridging at joists in excess of 8 feet span as detailed. Fit solid blocking at ends of members.

H. Frame wall openings with two or more studs at each jamb; support headers on cripple studs.

3.04 BLOCKING, NAILERS, AND SUPPORTS
A. Provide framing and blocking members as indicated or as required to support finishes, fixtures, specialty items, and trim.

B. Provide nonstructural framing and blocking to support the following:

1. Cabinets and shelf supports.

2. Wall brackets.

3. Handrails.

4. Grab bars.

5. Towel and bath accessories.

6. Wall-mounted door stops.

7. Wall paneling and trim.

8. Joints of rigid wall coverings that occur between studs.

9. Other wall- or ceiling-mounted items indicated on drawings.

3.05 ROOF-RELATED CARPENTRY
A. Coordinate installation of roofing carpentry with deck construction, framing of roof openings, and roofing assembly installation.

3.06 INSTALLATION OF CONSTRUCTION PANELS
A. Subflooring/Underlayment Combination: Glue and nail to framing; staples are not permitted.

B. Subflooring: Glue and nail to framing; staples are not permitted.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 06 1000
06 1000 Rough Carpentry
01-20-2026 Page 6 of 6
C. Underlayment: Secure to subflooring with nails and glue.

1. Place building paper between floor underlayment and subflooring.

D. Roof Sheathing: Secure panels with long dimension perpendicular to framing members, with ends staggered and over firm bearing.

1. At long edges provide solid edge blocking where joints occur between roof framing members, where noted on plans.

2. Nail panels to framing; staples are not permitted.

E. Wall Sheathing: Secure with long dimension perpendicular to wall studs, with ends over firm bearing and staggered, using nails.

3.07 TOLERANCES
A. Framing Members: 1/4 inch from true position, maximum.

B. Variation from Plane, Other than Floors: 1/4 inch in 10 feet maximum, and 1/4 inch in 30 feet maximum.

3.08 FIELD QUALITY CONTROL
A. See Section 01 4000 - Quality Requirements for additional requirements.

3.09 CLEANING
A. Waste Disposal: See Section 01 7419 - Construction Waste Management and Disposal.

1. Comply with applicable regulations.

2. Do not burn scrap on project site.

3. Do not burn scraps that have been pressure treated.

4. Do not send materials treated with pentachlorophenol, CCA, or ACA to co-generation facilities or “waste-to-energy” facilities.

B. Do not leave wood, shavings, sawdust, etc. on the ground or buried in fill.

C. Prevent sawdust and wood shavings from entering the storm drainage system.

END OF SECTION 06 1000
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 06 1733
06 1733 Wood I-Joists
01-20-2026 Page 1 of 4
Section 06 1733
Wood I-Joists
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Wood I-joists for roof framing.

B. Bridging, bracing, and anchorage.

1.02 RELATED REQUIREMENTS
A. Section 01 6116 - Volatile Organic Compound (VOC) Content Restrictions.

B. Section 06 1000 - Rough Carpentry: Material requirements for blocking, plates, and miscellaneous framing.

1.03 REFERENCE STANDARDS
A. ASTM D5055 - Standard Specification for Establishing and Monitoring Structural Capacities of Prefabricated Wood I-Joists; 2024.

B. PS 1 - Structural Plywood; 2023.

C. PS 2 - Performance Standard for Wood Structural Panels; 2019.

1.04 SUBMITTALS
A. See Section 01 3300 - Submittals, for submittal procedures.

B. Product Data: Manufacturer's literature describing materials, dimensions, allowable spans and spacings, bearing and anchor details, bridging and bracing requirements, and installation instructions; identify independent inspection agency.

1. If using joists in lieu of those listed on the drawings, submit a product data comparison showing that the substituted product is equal to or greater than the project specified.

1.05 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing the products specified in this section with minimum three years of documented experience.

1.06 DELIVERY, STORAGE, AND HANDLING
A. Deliver products to site in manufacturer's original packaging with manufacturer's name and product identification intact and legible.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 06 1733
06 1733 Wood I-Joists
01-20-2026 Page 2 of 4
B. Protect products from damage due to weather and breakage.

C. Protect joists from warping or other distortion by stacking in upright position, braced to resist movement, with air circulation under coverings and around stacks.

D. Handle individual joists in the upright position.

PART 2 PRODUCTS

2.01 MANUFACTURERS
A. Wood I-Joists:

1. Boise Cascade Company: www.bc.com/#sle. Submit comparison of values if used in lieu of Weyerhaeuser joists

2. Louisiana-Pacific Corporation: www.lpcorp.com/#sle. Submit comparison of values if used in lieu of Weyerhaeuser joists

3. Weyerhaeuser Company; size and specification as listed on plans:
www.weyerhaeuser.com/#sle.

4. Substitutions: See Section 01 6000 - Product Requirements.

2.02 MATERIALS
A. Wood I-Joists: Solid lumber top and bottom flanges and oriented strand board (OSB) webs bonded together with structural adhesive, with published span rating to meet project requirements.

1. Span Rating: Established and monitored in accordance with ASTM D5055 by independent inspection agency.

2. Oriented Strand Board: Comply with PS 2.

3. Adhesive: Tested for wet/exterior service in accordance with ASTM D2559.

4. Depth: As indicated on drawings.

5. Fabrication Tolerances:
a. Flange Width: Plus/minus 1/32 inch.
b. Flange Thickness: Minus 1/16 inch.
c. Joist Depth: Plus 0, minus 1/8 inch.

6. Marking: Mark each piece with depth, joist spacing, and allowable span for joist spacing.

7. Provide bearing stiffeners if required by span rating or joist hanger manufacturer.

B. Wood-Based Components:

1. Wood fabricated from old growth timber is not permitted.

C. Joist Hangers: Per plan and details.

D. Joist Bridging: Per plan and details.

E. Wood Blocking, Plates, and Miscellaneous Framing: Softwood lumber, Douglas fir, construction grade, maximum moisture content of 19 percent.

F. Fasteners: Electrogalvanized steel, type to suit application.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 06 1733
06 1733 Wood I-Joists
01-20-2026 Page 3 of 4
PART 3 EXECUTION

3.01 EXAMINATION
A. Verify that supports and openings are ready to receive joists.

B. Verify that field measurements are as indicated on shop drawings.

3.02 PREPARATION
A. Coordinate placement of bearing items.

3.03 ERECTION
A. Install joists in accordance with manufacturer's instructions.

B. Set structural members level and plumb, in correct position.

C. Make provisions for erection loads and for sufficient temporary bracing to maintain structure plumb and in true alignment until completion of erection and installation of permanent bracing.

D. Do not field cut or alter structural members without approval of Structural Engineer of Record.

E. Install permanent bridging and bracing.

F. Install headers and supports to frame openings required.

3.04 TOLERANCES
A. Framing Members: 1/2 inch maximum, from true position.

END OF SECTION 06 1733
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 06 1733
06 1733 Wood I-Joists
01-20-2026 Page 4 of 4
This page intentionally left blank
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 06 1753
06 1753 Shop-Fabricated Wood Trusses
01-20-2026 Page 1 of 4
Section 06 1753
Shop-Fabricated Wood Trusses
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Shop-fabricated wood trusses.

B. Truss bridging.

1.02 RELATED REQUIREMENTS
A. Section 06 1000 - Rough Carpentry.

1.03 REFERENCE STANDARDS
A. ANSI/TPI 1 - National Design Standard for Metal-Plate-Connected Wood Truss Construction; 2014.

B. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2025.

C. SBCA (BCSI) - Building Component Safety Information: Guide to Good Practice for Handling, Installing, Restraining & Bracing of Metal Plate Connected Wood Trusses; 2018 (Updated 2020).

D. WCLIB (GR) - WCLB Standard Grading Rules for West Coast & Imported Softwood Lumber No.18; 2024.

1.04 SUBMITTALS
A. See Section 01 3300 - Submittals, for submittal procedures B. Product Data: Manufacturer's data sheets on plate connectors, bearing plates, and metal bracing components.

C. Shop Drawings: Show truss configurations, sizes, spacing, size and type of plate connectors, cambers, framed openings, bearing and anchor details, and bridging and bracing.

1. Include identification of engineering software used for design.

2. Provide shop drawings stamped and sealed by design engineer.

3. Submit design calculations stamped and sealed by design engineer Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 06 1753
06 1753 Shop-Fabricated Wood Trusses
01-20-2026 Page 2 of 4

1.05 QUALITY ASSURANCE
A. Designer Qualifications: Perform design by or under direct supervision of a Professional Engineer experienced in design of this Work and licensed in California.

B. Fabricator Qualifications: Company specializing in manufacturing the products specified in this section with minimum three years of documented experience.

1.06 DELIVERY, STORAGE, AND HANDLING
A. Handle trusses in accordance with SBCA (BCSI).

B. Store trusses in vertical position resting on bearing ends.

PART 2 PRODUCTS

2.01 MANUFACTURERS
A. Truss Plate Connectors:

1. MiTek Industries, Inc: www.mitek-us.com.

2. Substitutions: See Section 01 6000 - Product Requirements.

2.02 TRUSSES
A. Wood Trusses: Design and fabricate trusses in accordance with ANSI/TPI 1 and to achieve specified design requirements indicated.

1. Species and Grade: Douglas Fir, WCLIB (GR) Grade No 2.

2. Connectors: Steel plate.

3. Structural Design: Comply with _________ 2019 CBC code for structural loading criteria, refer to structural design drawings for loading information

2.03 MATERIALS
A. Lumber:

1. Moisture Content: Between 17 and 19 percent.

2. Lumber fabricated from old growth timber is not permitted.

B. Steel Connectors: Hot-dipped galvanized steel sheet, ASTM A653/A653M Structural Steel (SS) Grade 33/230, with G90/Z275 coating; die stamped with integral teeth; thickness as required.

C. Truss Bridging: Type, size and spacing recommended by truss manufacturer.

2.04 ACCESSORIES
A. Wood Blocking, Bridging, Plates, and Miscellaneous Framing: Softwood lumber, Douglas Fir, construction grade, 19 percent maximum and 7 percent minimum moisture content.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 06 1753
06 1753 Shop-Fabricated Wood Trusses
01-20-2026 Page 3 of 4
PART 3 EXECUTION

3.01 EXAMINATION
A. Verify that field measurements are as indicated.

B. Verify that supports and openings are ready to receive trusses.

3.02 PREPARATION
A. Coordinate placement of support items.

3.03 ERECTION
A. Install trusses in accordance with manufacturer's instructions, SBCA (BCSI); maintain a copy of applicable documents on site until installation is complete.

B. Set members level and plumb, in correct position.

C. Do not field-cut or alter structural members without approval of Architect.

D. Install permanent bridging and bracing.

3.04 TOLERANCES
A. Framing Members: 1/2 inch maximum, from true position.

END OF SECTION 06 1753
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 06 1753
06 1753 Shop-Fabricated Wood Trusses
01-20-2026 Page 4 of 4
This page intentionally left blank
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 06 2000
06 2000 Finish Carpentry
01-20-2026 Page 1 of 4
Section 06 2000
Finish Carpentry
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Wood casings and moldings.

1.02 RELATED REQUIREMENTS
A. Section 06 1000 - Rough Carpentry: Support framing, grounds, and concealed blocking.

B. Section 06 4100 - Architectural Wood Casework: Shop fabricated custom cabinet work.

C. Section 08 1400 - Wood Doors
D. Section 08 5313 - Vinyl Windows
E. Section 09 9123 - Interior Painting: Painting of finish carpentry items.

1.03 REFERENCE STANDARDS
A. ANSI A208.1 - American National Standard for Particleboard; 2022.

B. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials; 2024.

1.04 SUBMITTALS
A. See Section 01 3300 - Submittals for submittal procedures.

B. Product Data:

1. Provide instructions for attachment hardware and finish hardware.

C. Samples: Submit two samples of wood trim 12 inch long.

1.05 REGULATORY REQUIREMENTS
A. Conform to applicable code for fire retardant requirements.

1.06 PROJECT CONDITIONS
A. Sequence installation to ensure utility connections are achieved in an orderly and expeditious manner.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 06 2000
06 2000 Finish Carpentry
01-20-2026 Page 2 of 4
B. Coordinate the work with installation of associated and adjacent components.

PART 2 PRODUCTS

2.01 FINISH CARPENTRY ITEMS
A. Interior Woodwork Items:

1. Window Sills: 1" x 5-1/2" PWS3-F4 or Pine FJWS3-54 (Superior Moulding) or Approved Equal.

2. Window Apron: Pine 5/8" x 2-1/4" Pine - Flat PC20-22 (Superior Moulding) or Approved Equal.

3. Door Casing: 5/8" x 2 1/4" Pine - Flat - PC20-22 (Superior Moulding) or Approved Equal.

Provide Full Jamb & Casing Wrap at Bi-Pass Closet Doors.

2.02 LUMBER MATERIALS
A. Softwood Lumber: Pine species, smooth sawn, maximum moisture content of 6 percent.

1. Grading: In accordance with rules certified by ALSC; www.alsc.org.

2.03 FASTENINGS
A. Fasteners: Of size and type to suit application;

2.04 FABRICATION
A. Shop assemble work for delivery to site, permitting passage through building openings.

B. When necessary to cut and fit on site, provide materials with ample allowance for cutting.

Provide trim for scribing and site cutting.

PART 3 EXECUTION

3.01 EXAMINATION
A. Verify adequacy of backing and support framing.

B. Verify mechanical, electrical, and building items affecting work of this section are placed and ready to receive this work.

3.02 INSTALLATION
A. Set and secure materials and components in place, plumb and level.

B. Carefully scribe work abutting other components, with maximum gaps of 1/32 inch. Do not use additional overlay trim to conceal larger gaps.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 06 2000
06 2000 Finish Carpentry
01-20-2026 Page 3 of 4

3.03 PREPARATION FOR SITE FINISHING
A. Set exposed fasteners. Apply wood filler in exposed fastener indentations. Sand work smooth.

3.04 TOLERANCES
A. Maximum Variation from True Position: 1/16 inch.

B. Maximum Offset from True Alignment with Abutting Materials: 1/32 inch.

END OF SECTION 06 2000
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 06 2000
06 2000 Finish Carpentry
01-20-2026 Page 4 of 4
This page intentionally left blank
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 06 4100
06 4100 Architectural Wood Casework
01-20-2026 Page 1 of 6
Section 06 4100
Architectural Wood Casework
PART 1 GENERAL

1.01 SECTION INCLUDES

1.02 RELATED REQUIREMENTS
A. Section 06 1000 - Rough Carpentry.

B. Section 07 9005 - Joint Sealers
C. Section 12 3600 - Countertops.

1.03 ABBREVIATIONS AND ACRONYMS
A. AWI: Architectural Woodwork Institute.

B. HPDL: High-pressure decorative laminate.

C. HDF: High-density fiberboard.

D. MDF: Medium-density fiberboard.

E. PTB: Particleboard.

F. TFL: Thermally-fused laminate.

G. WI: Woodwork Institute.

H. Definitions: AWI and WI have similar, but slightly different, glossaries. The AWI glossary is online at the AWI website. The WI glossary is within AWMAC/WI (NAAWS).

1.04 REFERENCE STANDARDS
A. AWMAC/WI (NAAWS) - North American Architectural Woodwork Standards; 2021, with Errata.

B. BHMA A156.9 - Cabinet Hardware; 2020.

C. HPVA HP-1 - American National Standard for Hardwood and Decorative Plywood; 2024.

D. NEMA LD 3 - High-Pressure Decorative Laminates; 2005.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 06 4100
06 4100 Architectural Wood Casework
01-20-2026 Page 2 of 6
E. ASTM D 1037 - 99 Standard Test Methods for Evaluating Properties of Wood-Base Fiber and Particle Panel Materials

1.05 SUBMITTALS
A. See Section 01 3300 - Submittals for submittal procedures.

B. Shop Drawings: Indicate materials, component profiles and elevations, assembly methods, joint details, fastening methods, accessory listings, hardware location and schedule of finishes.

Shop Drawings shall have WI, Certified Compliance Label affixed to first page of drawing set.

C. Product Data: Provide data for hardware accessories. Provide MSDS Sheets for all composite wood and agrifiber products, adhesives, and sealants used.

D. Samples: Submit actual sample items of proposed pulls, wood profile, hinges, plastic laminates, shelf standards, plastic laminates, locksets, and plastic laminates, demonstrating hardware design, quality, and finish.

1.06 DELIVERY, STORAGE, AND HANDLING
A. Handle materials and products to prevent damage to edges, ends, or surfaces.

B. Delivery shall only be made when the area of operation is enclosed, all wet work is dry, all overhead work is complete, and the area broom clean.

1.07 FIELD CONDITIONS
A. The HVAC system shall be on and functioning, and the architectural millwork shall be acclimated to these conditions for 72 hours prior to installation.

PART 2 PRODUCTS

2.01 ARCHITECTURAL WOOD CASEWORK
A. Provide casework and casework components in sizes and profiles as indicated on drawings.

2.02 CONCEALED CABINET BASE COMPONENTS
A. Cabinet Base Toe-Kick Subfronts:

B. Cabinet Base Blocking and Stretchers:

C. Cabinet Base Sleepers:

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 06 4100
06 4100 Architectural Wood Casework
01-20-2026 Page 3 of 6

2.03 WOOD AND WOOD-BASED MATERIALS

2.04 CABINETS
A. Quality Standard: Custom Grade, in accordance with AWI/AWMAC/WI (AWS) or AWMAC/WI (NAAWS), unless noted otherwise.

B. Cabinets:

1. Finish - Exposed Exterior Surfaces: Wood. Flat Slab White - Color 949 - Code 58 Matte Finish (Formica) or Approved Equal

2. Finish - Exposed Interior Surfaces: Wood.

3. Casework Construction Type: Type A - Frameless.

4. Toe Kicks - Water resistant lumber or plywood.

2.05 WOOD-BASED COMPONENTS
A. Wood fabricated from old growth timber is not permitted.

B. Provide wood that is FSC certified
C. Hardwood Faced Plywood: HPVA HP-1; graded in accordance with WI Manual of Millwork, core of lumber; exterior glue ; thickness 3/4";

1. Exposed Open Shelving

2. Semi Exposed Shelving
D. Particleboard shall not be used
E. Medium Density Fiberboard (MDF): ANSI A208.2; type as specified in WI Manual of Millwork; composed of wood fibers pressure bonded with moisture resistant formaldehyde free adhesive to suit application; sanded faces; thickness as required.

1. Medex, as manufactured by Sierra Pine or approved equal

2. Located at all casework construction, except as identified above.

2.06 HARDWARE
A. Hardware: BHMA A156.9, types as recommended by fabricator for quality grade specified.

B. Adjustable Shelf Supports: Standard side-mounted system using recessed metal shelf standards or multiple holes for pin supports and coordinated self rests, satin finish, for nominal 9/16 inch spacing adjustments.

1. Standards, SP-1820, manufactured by Sugatsune or approved equal.

2. Supports; SP-15, manufactured by Sugatsune or approved equal.

C. Drawer and Door Pulls: matte chrome zinc alloy pull handle.

1. Product: S271-96SN Torino: 3-3/4" center to center, Satin Nickel Plated Steel Cabinet Pull manufactured by BLUM or approved equal
D. Drawer Slides:

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 06 4100
06 4100 Architectural Wood Casework
01-20-2026 Page 4 of 6

1. Travel: 19.69"

2. Extension: Partial

3. Features: Integreated Side Adjustment, Double Hole System on Cabinet Profile for Offset Adjustment, Oblong Holes Permit Easy Height Adjustment, Dual Detent, Self-Closing

4. Load Rating: 100lbs

5. Color: White

6. Manufacturers:
a. Euro Glide - Fulterer Euro Slide 20" - FR2021
E. Hinges: 180 degree at sink base, 120 degree at all other cabinet doors self-closing type, steel with nickel-plated finish.

1. Manufacturers:
a. Blum, Inc; CLIP top BLUMOTION: www.blum.com/#sle.
b. Substitutions: See Section 01 6000 - Product Requirements.

F. Silencers: Clear vinyl silencers to be installed at each cabinet door

2.07 FABRICATION
PART 3 EXECUTION

3.01 EXAMINATION
A. Verify casework and materials required for installation have been delivered, handled and stored as specified.

B. Verify wood blocking that provides casework backing is installed as indicated on drawings.

C. Verify location and sizes of rough-in plumbing and rough-in electrical associated with work of this section.

3.02 CASEWORK INSTALLATION
A. Install and secure work of this section in accordance with specified performance requirements.

B. Secure upper cabinets, counter bases, full height cabinets, and counter partitions to floor and wall using appropriate angles and anchorages to obtain seismic restraint per Title 24 Section 2336

3.03 ADJUSTING
A. Adjust hardware for smooth operation in accordance with hardware manufacturer's documented instructions.

3.04 CLEANING
A. See Section 01 7000 - Execution and Closeout Requirements for additional requirements.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 06 4100
06 4100 Architectural Wood Casework
01-20-2026 Page 5 of 6
B. Clean exposed surfaces of casework, shelving, and hardware.

C. Defective work shall be repaired or replaced as directed by the Owner or his representative upon completion of installation.

D. Shop finished surfaces shall be cleaned, touched-up as required and damaged or unrepairable areas shall be refinished or replaced as directed.

E. Clean cabinetry free of debris. Installer shall be responsible for the immediate removal of all trash, crating, etc., associated with the cabinet installation.

3.05 PROTECTION
A. Protect installed casework from subsequent construction operations.

END OF SECTION 06 4100
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 06 4100
06 4100 Architectural Wood Casework
01-20-2026 Page 6 of 6
This page intentionally left blank
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 07 1300
07 1300 Sheet Waterproofing
01-20-2026 Page 1 of 4
Section 07 1300
Sheet Waterproofing
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Sheet Waterproofing:

1.02 RELATED REQUIREMENTS
A. Section 07 2100 - Board and Batt Insulation: Insulation used for protective cover.

B. Section 07 6200 - Sheet Metal Flashing and Trim: Metal parapet, coping, and counterflashing.

C. Section 22 1319 - Sanitary Waste Piping Specialties: Floor drains.

1.03 ABBREVIATIONS
A. NRCA - National Roofing Contractors Association.

1.04 REFERENCE STANDARDS
A. ASTM D412 - Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-- Tension; 2016 (Reapproved 2021).

B. ASTM D570 - Standard Test Method for Water Absorption of Plastics; 2022.

C. ASTM D624 - Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers; 2000 (Reapproved 2020).

D. ASTM D746 - Standard Test Method for Brittleness Temperature of Plastics and Elastomers by Impact; 2024.

E. ASTM E96/E96M - Standard Test Methods for Gravimetric Determination of Water Vapor Transmission Rate of Materials; 2024a.

F. NRCA (WM) - The NRCA Waterproofing Manual; 2005.

1.05 SUBMITTALS
A. See Section 01 3300 - Submittals for submittal procedures.

B. Product Data: Provide data for membrane.

C. Manufacturer's Installation Instructions: Indicate special procedures.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 07 1300
07 1300 Sheet Waterproofing
01-20-2026 Page 2 of 4
D. Warranty: Submit manufacturer warranty and ensure forms have been completed in Owner's name and registered with manufacturer.

1.06 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing products specified in this section, with not less than three years of documented experience.

B. Installer Qualifications: Company specializing in performing work of the type specified and with at least three years of documented experience.

1.07 WARRANTY
A. See Section 01 7800 - Closeout Submittals for additional warranty requirements.

B. Contractor to correct defective Work within period of five years after Date of Substantial Completion; remove and replace materials concealing waterproofing at no extra cost to Owner.

C. Provide five year manufacturer warranty for waterproofing failing to resist penetration of water, except where such failures are the result of structural failures of building. Hairline cracking of concrete due to temperature change or shrinkage is not considered a structural failure.

PART 2 PRODUCTS

2.01 MANUFACTURERS
A. www.wrmeadows.com. ; Product Mel-Rol.www.wrmeadows.com.

B. Other Acceptable Manufacturers:

1. Grace Construction Products: www.na.graceconstruction.com.

2. Substitutions: See Section 01 6000 - Product Requirements.

2.02 SHEET WATERPROOFING MATERIALS
A. Parapet Walls, Windows, Doors and Skylight Conditions

1. Membrane: Mel Rol

2. Accessories:
a. Mel-Prime water based primer
b. Sealtight pointing mastic
c. Sealtight detail strip
d. Additional sealants as required by the manufacturer.

B. Membrane: Mel Rol.- Polymeric membrane over cross laminated polyethylene carrier film.

Adhesive bonded.

1. Thickness:
a. Carrier Film: 4mils
b. Polymeric Membrane: 56 mils
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 07 1300
07 1300 Sheet Waterproofing
01-20-2026 Page 3 of 4

2. Tensile Strength:
a. Carrier Film: 5,900 psi, measured in accordance with ASTM D 412. b. Polymeric membrane: 590 psi, measured in accordance with ASTM D 412.

3. Ultimate Elongation: Polymeric membrane 455% percent, measured in accordance with ASTM D 412.

4. Peel Adhesion - Wet and Dry - 7lb./in.

5. Lap Adhesion - Dry - 5lb./in.

6. Water Absorption: .1%, 72 hrs. maz. per ASTM D 1970

7. Puncture Resistance: 67 lb. per ASTM E154

8. Water Vapor Permeability: 019 perm inch, measured in accordance with ASTM E 96/E 96M.

PART 3 EXECUTION

3.01 EXAMINATION
A. Verify existing conditions are acceptable prior to starting work.

B. Verify substrate surfaces are durable; free of matter detrimental to adhesion or application of waterproofing system.

C. Verify that items penetrating surfaces to receive waterproofing are securely installed.

3.02 PREPARATION
A. Protect adjacent surfaces from damage not designated to receive waterproofing.

B. Clean and prepare surfaces to receive waterproofing in accordance with manufacturer's instructions; vacuum substrate clean.

C. Do not apply waterproofing to surfaces unacceptable to membrane manufacturer.

D. Surfaces for Adhesive Bonding: Apply surface conditioner at a rate recommended by manufacturer, and protect conditioner from rain or frost until dry.

3.03 INSTALLATION - MEMBRANE
A. Install membrane waterproofing in accordance with manufacturer's instructions and NRCA (WM) applicable requirements.

B. Roll out membrane, and minimize wrinkles and bubbles.

C. Self-Adhering Membrane: Remove release paper layer, and roll out onto substrate with a mechanical roller to provide full contact bond.

D. Overlap edges and ends, minimum 3 inches, seal permanently waterproof by method recommended by manufacturer, and apply uniform bead of sealant to joint edge.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 07 1300
07 1300 Sheet Waterproofing
01-20-2026 Page 4 of 4
E. Reinforce membrane with multiple thickness of membrane material over joints, whether joints are static or dynamic.

F. Weather lap joints on sloped substrate in direction of drainage, and seal joints and seams.

G. Flexible Flashings: Seal items watertight that penetrate through waterproofing membrane with flexible flashings.

H. Seal membrane and flashings to adjoining surfaces.

3.04 PROTECTION
A. Do not permit traffic over unprotected or uncovered membrane.

End of Section 07 1300
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 07 1800
07 1800 Traffic Coatings
01-20-2026 Page 1 of 6
Section 07 1800
Traffic Coatings
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Coating for waterproofing and pedestrian traffic surface at decks and stairs

1.02 RELATED REQUIREMENTS
A. Section 09 3000 - Tiling: Thin set tile requirements.

1.03 RELATED REQUIREMENTS
A. Section 06 1000 - Rough Carpentry
B. Section 07 6200 - Sheet Metal Flashing and Trim
C. Section 07 2100, 072119, 07 2500 - Insulation and Protective Weather Barriers

1.04 REFERENCE STANDARDS
A. ASTM C150 - Standard Test Method for Compressive Strength B. ASTM C 297 - Standard Test Method for Flatwise Tensile Strength of Sandwich Constructions C. ASTM C1028-96 - Test Method for Static Coefficient of Friction D. ASTM D570 - Standard Test Method for Water Absorption of Plastics E. ASTM D1242: Standard Test Method for Resistance of Plastic Materials to Abrasion F. ASTM D2299 - Standard Test Method for Chemical Resistance G. ASTM D2707: Standard Test Method for Tensile Strength H. ASTM E96/E96M - Standard Test Methods for Gravimetric Determination of Water Vapor Transmission Rate of Materials; 2024a.

I. ASTM E108 - Standard Test Methods for Fire Tests of Roof Coverings J. ASTM E119 Standard Test Methods for Fire Tests of Building Construction and Materials K. ASTM G 23 - Test Method for Weatherability
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 07 1800
07 1800 Traffic Coatings
01-20-2026 Page 2 of 6
L. ICC-ES AC39 - Acceptance Criteria for Walking Decks; 2017, with Editorial Revision (2020).

1.05 SUBMITTALS
A. Product Data: Submit manufacturer's technical data, application instructions and general recommendations for the waterproof composition traffic bearing roof deck surfacing specified herein. Include product characteristics and limitations. Identify dissolving solvents, fuels, and potential destructive compounds.

B. Samples: Submit two complete samples of 2-1/2"x4" inch color chips from color charts showing full range of colors and finishes available for review and approval by owner and architect.

C. Material certificates signed by manufacturer certifying that the waterproof composition traffic bearing roof deck surfacing complies with requirements specified herein.

D. Maintenance Instructions: Submit manufacturer's written instructions for recommended maintenance practices.

E. Provide a copy of I.C.C. test report stating that the proposed composition traffic bearing roof deck system is Class A Fire Rated, and has met all I.C.C. criteria for walking decks.

F. Warranty: Submit manufacturer warranty and ensure that forms have been completed in Owner's name and registered with manufacturer.

1.06 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing products of the type specified in this section, with not less than three years of documented experience.

B. Installer Qualifications: Engage an experienced installer or applicator who is certified as factory trained, and is a SSPC member with a minimum current CCB training documentation.

Contractor must demonstration he is a qualified specialized in the installation of waterproof deck covering system types similar to that specified for this Project to the satisfaction of the Owner and Architect.

C. Pre-Qualified Materials: Submit any request for alternative products for review two weeks prior to bid date. Any request for alternate products received after this date will not be considered.

D. Single Source Responsibility: Obtain waterproof composition traffic bearing roof deck surfacing materials, including primers, resins, hardening agents, and finish or sealing coats, from a single manufacturer.

1.07 DELIVERY, STORAGE, AND HANDLING
A. All materials shall be delivered to the job site in the original, unopened packages with labels intact. Upon arrival, materials shall be inspected for physical damage or freezing. Questionable materials shall not be used.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 07 1800
07 1800 Traffic Coatings
01-20-2026 Page 3 of 6
B. Comply with manufacturer's directions for materials storage to prevent deterioration from moisture, heat, cold, direct sunlight, or other detrimental effects. At a minimum take ambient temperate, humidity, and dew point, surface temperature and materials temperature at the start of work, mid-day and at the completion of work each work is performed on the project.

1.08 FIELD CONDITIONS
A. Environmental Conditions: Comply with waterproof composition traffic bearing roof deck surfacing manufacturer's directions for maintenance of ambient and substrate temperature, moisture, humidity, ventilation and other conditions required to execute and protect work.

B. Restrict traffic from area where materials are being installed or are curing.

1.09 WARRANTY
A. Provide five year manufacturer warranty for failure of the membrane system.

PART 2 PRODUCTS

2.01 TRAFFIC COATINGS
A. Pedestrian Coating: Fluid-applied acrylic polymer modified portland cement coating with pigmented water-based finish coating.

1. Manufacturers:
a. Pli-dek Systems Inc; Pli-dek walking deck : www.plidek.com, [basis of design HD250]

2.02 ACCESSORIES
A. Membrane: Fluid-applied acrylic and cementitious; waterproof; color as selected by Architect; from manufacturer's standard colors
B. Filler and Primer: As recommended by membrane manufacturer.

C. Sealant: As recommended by membrane manufacturer, and compatible with system and adjacent materials.

D. Lath: Galvanized metal lath weighing 1.4 kg/m² (2.5lb. /yd.²): An expanded metal lath. The lath must be dipped not electrogalvanized.

E. Caulk: Dex-O-Tex Elastatex 500 flashing paster or approved equal per manufacturer specifications
F. Flashing: 26 gauge Bonderized, Galvanized Sheet Metal per manufacturer specifications.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 07 1800
07 1800 Traffic Coatings
01-20-2026 Page 4 of 6

2.03 PROPERTIES
A. Physical Properties: Provide a waterproof deck covering system that meets or exceeds the listed minimum physical property requirements when tested according to the referenced standard test methods in parentheses.

1. Weight 2.5 lbs. per Sq.Ft

2. Accelerated Weathering (ASTM G23): no cracking, blistering, delamination, chalking, crazing or color change under 5X magnification

3. Cycles Wet/Dry 2000 hours: Dry: 1450 F, 120 mins, Wet: 600 F, 18 mins

4. Accelerated Aging (ASTM D756): No cracking, blistering, delamination, No cracking, blistering, delamination,

5. Freeze-Thaw (ASTM C97): No breakage or weight loss > 1.0%

6. Abrasion (ASTM D1242): 4.3% Thickness Reduction

7. Percolation (ICC standard): Complies to ICC Test Method for this Standard

8. Water Absorption (ASTM D570): <6.09% No warping or cracking

9. Wind Uplift (ICC Factory Mutual 1-52): Qualifying Wind Velocity with Safety Factor of

3. Wind Velocity 131 MPH

10. Flammability (ASTM E108, UL 790, NFPA 256): Class A

11. Chemical Resistance (ASTM D2299):
a. Industrial Detergent No change in texture or color
b. Salt (20%) No change in texture or color
c. Ammonia Solution (5%) No change in texture or color
d. Muriatic Acid (10%) No change in texture or color
e. Muriatic Acid (10%) No change in texture or color
f. Muriatic Acid (10%) No change in texture or color
g. Muriatic Acid (10%) No change in texture or color
h. Paint thinner Slight temporary softening of surface
PART 3 EXECUTION

3.01 CONTRACTOR QUALIFICATIONS
A. Traffic-bearing roof deck covering shall be installed in strict accordance with the manufacturer's recommendations by a contractor trained and approved by the manufacturer and have a minimum of five years experience in the application of the materials.

3.02 INSPECTION
A. Confirm that all flashing is installed in conformance with manufacturers recommendations at all penetrations, walls, doors, columns, etc.

B. Do not begin work until all deficiencies have been corrected.

C. Examine the areas and conditions where the waterproof composition traffic bearing roof deck surfacing is to be installed and notify the Architect of conditions detrimental to the proper and timely completion of the work. Do not proceed with the work until unsatisfactory conditions have been corrected by the Contractor in a manner acceptable to the Architect.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 07 1800
07 1800 Traffic Coatings
01-20-2026 Page 5 of 6
D. Evaluate level of moisture in the substrate to determine that moisture levels are acceptable for application of specified waterproof deck covering system.

3.03 PREPARATION
A. Substrate: Perform preparation and cleaning procedures according to waterproof deck covering manufacturer's instructions for particular substrate conditions involved, and as specified.

Provide clean, dry and neutral substrate for application of waterproof deck covering.

B. Materials: Mix aqueous emulsions and aggregate when required as per manufacturer's instructions. Prepare materials according to waterproof deck covering system manufacturer's instructions.

C. Protect adjacent surfaces.

3.04 FIELD CONDITIONS
A. Traffic-bearing roof deck covering shall not be applied during either freezing or inclement weather, or when such weather can logically be expected.

3.05 APPLICATION
A. General: Apply each component of waterproof composition traffic bearing roof deck surfacing system according to manufacturer's directions to produce a uniform monolithic surface of thickness indicated.

B. Prepare and prime the sheet metal or alternate flashing. Inspect all transitions and terminations for proper waterproof seal that the installation of the flashing is in accordance with the recommended application methods.

C. Apply slip-sheet over properly prepared substrate. Overlap seams a minimum of 2 inches.

Apply latex bonding coat when required.

D. Apply sealant to junction of horizontal and intersecting surfaces to achieve watertight seal.

3.06 PROTECTION
A. Do not permit traffic over unprotected surfaces.

B. Allow membrance to dry thoroughly. Protect from rain until fully cured.

C. Follow manufacturer's directions prior to installing covering material or backfilling. Patch or repair damaged areas using same material as original coating.

D. Follow manufacturer's directions to perform flood test in application area.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 07 1800
07 1800 Traffic Coatings
01-20-2026 Page 6 of 6

3.07 CLEAN UP
A. All excess traffic coating materials shall be removed from the job site by the contractor in accordance with contract provisions.

B. All surrounding areas, where the traffic coating materials have been applied, shall be left free of debris and foreign substances resulting from the contractor’s work.

END OF SECTION 07 1800
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 07 2100
07 2100 Board and Batt Insulation
01-20-2026 Page 1 of 4
Section 07 2100
Board and Batt Insulation
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Thermal batt insulation and vapor retarder in exterior wall construction - per Title 24 documents.

B. Thermal batt insulation at roof attic areas - per Title 24 documents.

C. Sound insulation at all interior demising walls not otherwise thermally insulated - size to fill void 3 5/8" min - per Title 24 documents.

D. Batt insulation for filling perimeter window and door shim spaces and crevices in exterior wall and roof.

1.02 RELATED REQUIREMENTS
A. Section 09 5100 - Acoustical Ceilings

1.03 QUALITY ASSURANCE
A. Installer - Work to be performed only by workers thoroughly skilled and specially trained in the techniques of insulation, and who are completely familiar with the published recommendations of the manufacturer of the material being used. Installer to take care that facing material of batt insulation is not torn or punctured.

B. Materials of this section shall provide continuity of thermal barrier at building enclosure elements.

1.04 REFERENCE STANDARDS
A. ASTM C518 - Standard Test Method for Steady-State Thermal Transmission Properties by Means of the Heat Flow Meter Apparatus; 2021.

B. ASTM C665 - Standard Specification for Mineral-Fiber Blanket Thermal Insulation for Light Frame Construction and Manufactured Housing; 2024.

C. ASTM C1136 - Standard Specification for Flexible, Low Permeance Vapor Retarders for Thermal Insulation; 2023.

D. ASTM C1224 - Standard Specification for Reflective Insulation for Building Applications; 2015 (Reapproved 2020).

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 07 2100
07 2100 Board and Batt Insulation
01-20-2026 Page 2 of 4
E. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials; 2024.

F. ASTM E96/E96M - Standard Test Methods for Gravimetric Determination of Water Vapor Transmission Rate of Materials; 2024a.

G. ASTM E136 - Standard Test Method for Assessing Combustibility of Materials Using a Vertical Tube Furnace at 750 Degrees C; 2024c.

1.05 SUBMITTALS
A. See Section 01 3300 - Submittals for submittal procedures.

B. Product Data: Provide data on product characteristics, performance criteria, and product limitations.

C. Manufacturer's Installation Instructions: Include information on special environmental conditions required for installation and installation techniques.

1.06 PRODUCT HANDLING
A. Protection

1. Insulating materials to be stored at the job site in a safe, dry place with all labels intact and legible at time of installation.

2. Comply with manufacturer's recommendations for handling, storage and protection during installation. Use all means to protect insulating materials before, during, and after installation. Do not allow products to become wet, damp, or punctured.

B. Replacements - In the event of damage, including water intrusion, immediately make all repairs and replacements necessary to the approval of the Architect and at no additional cost to the Owner.

1.07 SEQUENCING
A. Sequence work to ensure fireproofing and firestop materials are in place before beginning work of this section.

PART 2 PRODUCTS

2.01 MINERAL FIBER BLANKET INSULATION MATERIALS
A. Batt Insulation: ASTM C 665; preformed glass fiber batt; friction fit, conforming to the following:

1. Surface Burning Characteristics: Flame spread index of 25 or less; smoke developed index of 50 or less, when tested in accordance with ASTM E 84.

2. Combustibility: Non-combustible, when tested in accordance with ASTM E136, except for facing, if any.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 07 2100
07 2100 Board and Batt Insulation
01-20-2026 Page 3 of 4

3. Formaldehyde Content: Zero.

4. Thermal Resistance: (Unless otherwise noted on plans and/or Title 24 Documents with an increase value)
a. At Pitched Roof Area (including: mansard roofing areas) : R-30 FSK faced batts (with vapor not exceeding 1 perm- installed on the warm side of the attic insulation) b. At Flat (Low Slope) Roof Areas: R-30 FSK faced batts (with vapor not exceeding 1 perm- installed on the warm side of the attic insulation) c. At Exterior Walls: R-21 Kraft Face Batts.
d. Interior Wall Sound Insulation: fiberglass sound control batts 3-5/8" thick

5. Manufacturer shall certify that a minimum of 25% of content of insulation is of recycled materials.

6. Facing: Unfaced at interior walls

7. Facing: Asphalt treated Kraft paper, one side at exterior walls

8. Products:
a. CertainTeed Corporation: www.certainteed.com.
b. Johns Manville: www.jm.com.
c. Owens Corning Corp: www.owenscorning.com.

9. Substitutions: See Section 01 6000 - Product Requirements.

2.02 ACCESSORIES
A. Provide all other materials and products necessary for the proper completion of the work.

B. Tape: Bright aluminum self-adhering type, mesh reinforced, 2 inch wide.

1. Products:

C. Insulation Fasteners: Impaling clip of unfinished steel with washer retainer and clips, to be adhered to surface to receive insulation, length to suit insulation thickness and substrate, capable of securely and rigidly fastening insulation in place.

D. Nails or Staples: Steel wire; electroplated or galvanized; type and size to suit application.

PART 3 EXECUTION

3.01 EXAMINATION
A. Verify that substrate, adjacent materials, and insulation materials are dry and that substrates are ready to receive insulation.

B. Prior to all work of this section, carefully inspect the installed work of all other trades and verify that all such work is complete to the point where installation can properly begin.

C. Verify that specified products may be installed in accordance with the original design and the manufacturer's recommendations.

3.02 BATT INSTALLATION
A. Install insulation and vapor retarder in accordance with manufacturer's instructions.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 07 2100
07 2100 Board and Batt Insulation
01-20-2026 Page 4 of 4
B. Install in exterior wall and roof spaces without gaps or voids. Do not compress insulation.

C. Trim insulation neatly to fit spaces. Insulate miscellaneous gaps and voids.

D. Fit insulation tightly in cavities and tightly to exterior side of mechanical and electrical services within the plane of the insulation.

E. Install with factory-applied vapor retarder membrane facing warm side of building spaces. Lap ends and side flanges of membrane over framing members.

F. Staple or nail facing flanges in place at maximum 6 inches on center.

G. Tape seal butt ends, lapped flanges, and tears or cuts in membrane.

3.03 ACOUSTIC BATT INSTALLATION
A. On first floor install accoustic batt insulation over all t-bar ceilings.

B. Install acoustic batt insulation at walls indicated on plans.

End of Section 07 2100
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 07 2119
07 2119 Foamed-In-Place Insulation
01-20-2026 Page 1 of 4
Section 07 2119
Foamed-In-Place Insulation
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Foamed-in-place insulation.

1. In attics and crawlspaces at vertical walls above the ceiling and below the roof.

B. Foamed-in-place insulation, single-layer monolithic system.

1.02 REFERENCE STANDARDS
A. ASTM C518 - Standard Test Method for Steady-State Thermal Transmission Properties by Means of the Heat Flow Meter Apparatus; 2021.

B. ASTM D1621 - Standard Test Method for Compressive Properties of Rigid Cellular Plastics; 2016 (Reapproved 2023).

C. ASTM D1622 - Standard Test Method for Apparent Density of Rigid Cellular Plastics; 2020.

D. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials; 2024.

E. ASTM E96/E96M - Standard Test Methods for Gravimetric Determination of Water Vapor Transmission Rate of Materials; 2024a.

F. ASTM E2178 - Standard Test Method for Determining Air Leakage Rate and Calculation of Air Permeance of Building Materials; 2021a.

G. FM 4880 - Examination Standard for Class 1 Fire Rating of Building Panels or Interior Finish Materials; 2022.

H. NFPA 275 - Standard Method of Fire Tests for the Evaluation of Thermal Barriers; 2022.

I. NFPA 286 - Standard Methods of Fire Tests for Evaluating Contribution of Wall and Ceiling Interior Finish to Room Fire Growth; 2024.

J. UL 1040 - Standard for Safety Fire Test of Insulated Wall Construction; Current Edition, Including All Revisions.

K. UL 1715 - Standard for Safety Fire Test of Interior Finish Material; Current Edition, Including All Revisions.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 07 2119
07 2119 Foamed-In-Place Insulation
01-20-2026 Page 2 of 4

1.03 SUBMITTALS
A. See Section 01 3300 - Submittals for submittal procedures.

B. Product Data: Provide product description, insulation properties, overcoat properties, and preparation requirements.

C. Manufacturer Qualification: Submit documentation of current evaluation of proposed manufacturer and materials.

1.04 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing products of the type specified in this section, with not less than three years of documented experience.

B. Installer Qualifications: Company specializing in performing work of the type specified, and approved by manufacturer.

1.05 MOCK-UPS
A. Coordinate with Owner to have inspector or other Owner representative on site at commencement of the work to confirm placement and thickness of insulation as standard for balance of the work.

PART 2 PRODUCTS

2.01 MANUFACTURERS
A. Foamed-In-Place Insulation:

1. BASF Corporation: www.spf.basf.com/#sle.

2. Carlisle Spray Foam Insulation: www.carlislesfi.com/#sle.

3. Henry Company: www.henry.com/#sle.

4. Johns Manville: www.jm.com/#sle.

5. NCFI Polyurethanes; Insulstar: www.ncfi.com/#sle.

6. Preferred Solutions, Inc: www.preferredsolutions.net/#sle.

7. SWD Urethane; : www.swdurethane.com (Basis of Design)

2.02 MATERIALS
A. Foamed-In-Place Insulation (Single-Layer Monolithic System): Medium-density, rigid, twopart, closed cell polyurethane foam; foamed on-site using blowing agent of non-ozonedepleting gas.

1. Regulatory Requirements: Comply with applicable code for flame and smoke and fire protection requirements.
a. Fire Protection: Provide 15-minute thermal barrier of 1/2 inch gypsum board or equivalent material complying with NFPA 275 test method, or foamed-in-place Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 07 2119
07 2119 Foamed-In-Place Insulation
01-20-2026 Page 3 of 4
insulation either exposed or with covering that complies with FM 4880, NFPA 286, UL 1040, or UL 1715.
b. ICC Evaluation: Product shall have an ICC Evaluation Report for the proposed product that includes installation as shown on the plans.

2. Thermal Resistance: R-value of 6.8, minimum, per 1 inch thickness at 75 degrees F mean temperature, at 90 days, when tested in accordance with ASTM C518.

3. Water Vapor Permeance: 1.3 perms, maximum, when tested at 1 inch thickness in accordance with ASTM E96/E96M.

4. Air Permeance: 0.002 cfm per sq ft, maximum, when tested at 1 inch thickness in accordance with ASTM E2178 at 1.57 psf.

5. Closed Cell Content: At least 90 percent.

6. Density: 2.0 lbs/cu ft, nominal, in accordance with ASTM D1622.

7. Compressive Strength: > 15 psi, minimum, in accordance with ASTM D1621.

8. Surface Burning Characteristics: Flame spread/smoke developed index of 25/450, maximum, at 4 inch thick when tested in accordance with ASTM E84.

2.03 ACCESSORIES
A. Primer: As required by insulation manufacturer.

B. Protective Coating: If required per the listing for the spray foam insulation, provide intumescent coating as per the listing for the foam.

PART 3 EXECUTION

3.01 EXAMINATION
A. Verify work within construction spaces or crevices is complete before insulation application.

B. Verify that surfaces are clean, dry, and free of matter that may inhibit insulation adhesion.

3.02 PREPARATION
A. Mask and protect adjacent surfaces from over spray or dusting.

B. Apply primer in accordance with manufacturer's instructions if indicated by manufacturer.

3.03 APPLICATION
A. Apply insulation in accordance with manufacturer's instructions.

B. Apply insulation by spray method, to a uniform monolithic density without voids.

C. Apply protective coating monolithically, without voids, to fully cover foam insulation, to achieve fire rating required.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 07 2119
07 2119 Foamed-In-Place Insulation
01-20-2026 Page 4 of 4

3.04 FIELD QUALITY CONTROL
A. See Section 01 4000 - Quality Requirements for additional requirements.

B. Field inspections will be performed by Owner.

C. Inspection will include verification of insulation thickness and protective coating and protective coating .

3.05 PROTECTION
A. Do not permit subsequent construction work to disturb applied insulation.

END OF SECTION 07 2119
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 07 2500
07 2500 Weather Barriers
01-20-2026 Page 1 of 4
Section 07 2500
Weather Barriers
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Water-resistive barriers.

B. High-performance self-adhered window flashings

1.02 RELATED REQUIREMENTS
A. Section 09 2236 - Lath: Second layer weather barrier installed as part of lath

1.03 DEFINITIONS
A. Weather Barriers: Materials or assemblies forming water-resistive barriers, air barriers, vapor retarders, or combination of one or more assemblies.

B. Water-Resistive Barriers: Materials or assemblies installed behind exterior wall coverings; designed to prevent liquid water from further penetration into exterior wall assembly.

1.04 REFERENCE STANDARDS
A. ASTM D779 - Standard Test Method for Water Resistance of Paper, Paperboard, and Other Sheet Materials by the Dry Indicator Method; 2003.

B. ASTM D1970/D1970M - Standard Specification for Self-Adhering Polymer Modified Bituminous Sheet Materials Used as Steep Roofing Underlayment for Ice Dam Protection; 2025.

C. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials; 2024.

D. ASTM E96/E96M - Standard Test Methods for Gravimetric Determination of Water Vapor Transmission Rate of Materials; 2024a.

E. ASTM E2178 - Standard Test Method for Determining Air Leakage Rate and Calculation of Air Permeance of Building Materials; 2021a.

F. ASTM E2273 - Standard Test Method for Determining the Drainage Efficiency of Exterior Insulation and Finish Systems (EIFS) Clad Wall Assemblies; 2025.

G. ICC-ES AC38 - Acceptance Criteria for Water-Resistive Barriers; 2016, with Editorial Revision (2021).

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 07 2500
07 2500 Weather Barriers
01-20-2026 Page 2 of 4

1.05 SUBMITTALS
A. See Section 01 3300 - Submittals for submittal procedures.

B. Product Data: Provide data on material characteristics.

C. Manufacturer's Installation Instructions: Indicate preparation, installation methods, and storage and handling criteria.

1.06 MOCK-UPS
A. Construct weather barrier mock-up, 10 feet long by 10 feet wide, indicating instalation at penetrations, top of wall, and base of wall..

B. Locate where directed.

C. Mock-up may remain as part of work.

1.07 FIELD CONDITIONS
A. Maintain temperature and humidity recommended by materials manufacturers before, during, and after installation.

PART 2 PRODUCTS

2.01 WATER-RESISTIVE BARRIERS
A. Drainable Barrier Sheet: Multi-layer nonwoven and nonperforated polpropylene with rain screen matrix bonded on back side.

1. Width: 4.4 feet, minimum.

2. Water Vapor Permeance: 18 perms, minimum, when tested in accordance with ASTM E96/E96M using Procedure A - Desiccant Method, at 73.4 degrees F.

3. Ultraviolet (UV) and Weathering Resistance: Approved by manufacturer for up to 180 days of weather exposure.

4. Drainage gap: 3 mm minimum passing ASTM E2273

5. Products:
a. VaproShield: WrapShield RS: vaproshield.com
b. Tamlyn; TamlynWrap Rain Screen 6.3: www.tamlyn.com
c. www.kingspaninsulation.us

2.02 ACCESSORIES
A. Flexible Flashing at Windows: Self-adhesive sheet flashing complying with ASTM D1970/D1970M, except slip resistance requirement is waived if not installed on a roof.

1. Width: 3 inches.

2. Products:
a. Top Industrial, Inc; Rain Buster Flashings (450 / 420): www.topindustrial.com/.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 07 2500
07 2500 Weather Barriers
01-20-2026 Page 3 of 4

3. Accessories: Provide sill pan end dams per manufacturer installation instructions

4. Flexible Flashing System: Rainbuster Level 3 Window Installation Standard (Basis of Design)

5. Installer: Must be certified by manufacturer to install this system.

B. Flexible Flashing at Other Exterior Penetrations

1. Manufacturer:
a. Quick Flash Weatherproofing Product Inc.: www.quickflashproducts.com

2. Products:
a. As applicable for each penetration application and contractor phasing (pre/post wrb).

PART 3 EXECUTION

3.01 EXAMINATION
A. Verify that surfaces and conditions comply with requirements of this section.

3.02 PREPARATION
A. Remove projections, protruding fasteners, and loose or foreign matter that might interfere with proper installation.

B. Clean and prime substrate surfaces to receive adhesives and sealants in accordance with manufacturer's installation instructions.

3.03 INSTALLATION
A. Install materials in accordance with manufacturer's installation instructions.

B. Install continuous water-resistive barriers where indicated on drawings, with sheets lapped to shed water.

C. Air Barriers: Install continuous air tight barrier over surfaces indicated, with sealed seams and with sealed joints to adjacent surfaces.

1. Seal joint between slab or curb and wall above.

D. Mechanically Fastened Sheets:

1. Install sheets in shingle fashion to shed water; align horizontally.

2. Overlap seams as recommended by manufacturer, 6 inches, minimum.

3. Overlap at outside and inside corners as recommended by manufacturer, 12 inches, minimum.

4. Attach to framed construction with fasteners extending through sheathing into framing, and space fasteners at 12 to 18 inches on center along each framing member supporting sheathing.

5. For applications indicated to be airtight, seal seams, laps, penetrations, tears, and cuts with self-adhesive tape; use only large-headed, gasketed fasteners as recommended by manufacturer.

6. Install water-resistive barrier over jamb flashings.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 07 2500
07 2500 Weather Barriers
01-20-2026 Page 4 of 4

7. Install head flashings under water-resistive barrier.

8. At framed openings with frames having nailing flanges, extend sheet into opening and over flanges; at head of opening, seal sheet over flange and flashing.

E. Openings and Penetrations in Exterior Water-Resistive Barriers:

1. Install flashing over sills, covering entire sill framing member, and extend at least 5 inches onto water-resistive barrier and at least 6 inches up jambs; mechanically fasten stretched edges.

2. At openings filled with frames having nailing flanges, seal head and jamb flanges using a continuous bead of sealant compressed by flange and cover flanges with sealing tape at least 4 inches wide; do not seal sill flange.

3. At openings filled with nonflanged frames, seal water-resistive barrier to each side of framing at opening using flashing at least 9 inches wide, and covering entire depth of framing.

4. At head of openings, install flashing under water-resistive barrier extending at least 2 inches beyond face of jambs; seal water-resistive barrier to flashing.

5. At interior face of openings, seal gaps between window and door frames and rough framing using appropriate joint sealant over backer rod.

6. Service and Other Penetrations: Form flashing around penetrating items and seal to surface of water-resistive barrier.

3.04 FIELD QUALITY CONTROL
A. See Section 01 4000 - Quality Requirements for additional requirements.

B. Owner’s Inspection and Testing: Cooperate with Owner’s testing agency.

1. Allow access to work areas and staging.

2. Notify Owner’s testing agency in writing of schedule for work of this section to allow sufficient time for testing and inspection.

3. Do not cover work of this section until testing and inspection is accepted.

C. Do not cover installed water-resistive barriers until required inspections have been completed.

D. Take digital photographs of each portion of installation prior to covering up weather barriers.

3.05 PROTECTION
A. Do not leave materials exposed to weather longer than recommended by manufacturer.

END OF SECTION 07 2500
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 07 3216
07 3216 Concrete Roof Tiles
01-20-2026 Page 1 of 6
Section 07 3216
Concrete Roof Tiles
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Concrete roof tiles.

B. Underlayment, including ice dam protection.

C. Underlayment with ice dam protection.

D. Wood attachment members.

E. Wood nailing battens and counter battens.

F. Metal roof flashing.

1.02 RELATED REQUIREMENTS
A. Section 06 1000 - Rough Carpentry: Material requirements for attachment members.

B. Section 07 6200 - Sheet Metal Flashing and Trim: Roof flashing.

C. Section 07 7200 - Roof Accessories: Expansion Joint Covers.

1.03 REFERENCE STANDARDS
A. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2025.

B. ASTM C1549 - Standard Test Method for Determination of Solar Reflectance Near Ambient Temperature Using a Portable Solar Reflectometer; 2016 (Reapproved 2022).

C. ASTM C33/C33M - Standard Specification for Concrete Aggregates; 2024a.

D. ASTM C1492 - Standard Specification for Concrete Roof Tile; 2022.

E. ASTM D226/D226M - Standard Specification for Asphalt-Saturated Organic Felt Used in Roofing and Waterproofing; 2025.

F. ASTM D1970/D1970M - Standard Specification for Self-Adhering Polymer Modified Bituminous Sheet Materials Used as Steep Roofing Underlayment for Ice Dam Protection; 2025.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 07 3216
07 3216 Concrete Roof Tiles
01-20-2026 Page 2 of 6
G. ASTM D3909/D3909M - Standard Specification for Asphalt Roll Roofing (Glass Felt) Surfaced with Mineral Granules; 2022.

H. ASTM D4869/D4869M - Standard Specification for Asphalt-Saturated Organic Felt Underlayment Used in Steep Slope Roofing; 2016a (Reapproved 2025).

I. ASTM E1980 - Standard Practice for Calculating Solar Reflectance Index of Horizontal and Low-Sloped Opaque Surfaces; 2024.

J. ASTM E408 - Standard Test Methods for Total Normal Emittance of Surfaces Using Inspection-Meter Techniques; 2019.

K. CBC, Chapter 7A - Materials and Construction Methods for Exterior Wildfire Exposure; 2022.

L. ICC-ES AC188 - Acceptance Criteria for Roof Underlayments; 2023.

M. SMACNA (ASMM) - Architectural Sheet Metal Manual; 2012.

1.04 SUBMITTALS
A. See Section 01 3300 - Submittals for submittal procedures.

B. Product Data: Manufacturer's data sheets on tile and underlayment, indicating material characteristics, installation instructions, and limitations and precautions.

C. Shop Drawings: For metal flashings and counterflashings, indicate overall configurations and thicknesses, details at complex intersections, jointing methods and locations, and fastening details.

D. Selection Samples: Submit color chips representing manufacturer's full range of available tile colors and finishes.

E. Verification Samples: Set of tiles representing actual product in color, finish, and style, including special shapes and fittings.

F. Manufacturer’s Certificates: Certify that tiles supplied for the project meet or exceed specified requirements.

1.05 DELIVERY, STORAGE, AND HANDLING
A. Deliver and store materials with labels intact in manufacturer's unopened packaging until ready for installation.

B. When storing roofing materials on roofing system ensure that no damage occurs to supporting members and other materials.

1.06 WARRANTY
A. See Section 01 7800 - Closeout Submittals for additional warranty requirements.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 07 3216
07 3216 Concrete Roof Tiles
01-20-2026 Page 3 of 6
B. Manufacturer shall warrant the products against manufacturing defects and shall include material and labor to repair or replace defective materials as specified in manufacturer's warranty.

C. Warranty Period: Lifetime Product Warranty for concrete roof tile.

1.07 EXTRA MATERIALS
A. Supply 5 percent of tile actually installed for Owner's use in maintenance of project, including appropriate quantities for each color, size, and shape of tile installed.

PART 2 PRODUCTS

2.01 MANUFACTURERS
A. Concrete Roof Tiles:

1. Eagle Roofing Products; as indicated on drawings: www.eagleroofing.com (Basis of Design)

2.02 ROOF TILES
A. Concrete Roof Tiles:

1. Comply with requirements of ASTM C1492, including certification for passing the freezethaw testing, and with nail holes made before curing.

2. Weight: Normal weight tile, using ASTM C33/C33M aggregates.

3. Profile: As indicated on drawings.

4. Tile Size: As selected from manufacturer’s standards.

5. Finish: as indicated on drawings.

6. Color: As indicated on drawings.

7. Color Properties:
a. Reflectance: 0.15 per ASTM C1549
b. Aged reflectance: 0.17 per ASTM C1549
c. Emisivity: 0.92 per ASTM E408
d. Aged emisivity: 0.92 per ASTM E408
e. Solar Reflective Index (SRI): 14 per ASTM E1980
f. Aged Solar Reflective Index A.SRI): 15 per ASTM E1980 B. Special Shapes and Fittings: Supply special shapes and fittings of same material and finish as adjacent tile, factory-formed, as indicated on drawings or as required for specific project conditions, including but not limited to hip caps, ridge caps, rake edges, eave edges, and termination caps.

2.03 SHEET MATERIALS
A. Underlayment, with Ice Dam Protection: Self-adhering, polymer-modified asphalt sheet complying with ASTM D1970/D1970M; minimum thickness of 40 mil, 0.040 inch; with strippable release paper and slip-resistant embossed polyethylene sheet top surface.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 07 3216
07 3216 Concrete Roof Tiles
01-20-2026 Page 4 of 6
B. Flexible Flashing: Self-adhering polymer-modified asphalt sheet complying with ASTM D1970/D1970M; minimum thickness of 40 mil, 0.040 inch; with strippable release paper and slip-resistant embossed polyethylene sheet top surface.

2.04 METAL FLASHING
A. Metal Flashings: Provide as indicated and required for watertight roofing system, including eave edge, gable edge, ridge vent, open valley, chimney, parapet, and dormer flashing.

1. Form flashings to profiles indicated, or as required to shed water and protect building from water damage.

2. Form sections square, flat, and accurate to profile, in maximum possible lengths, free from distortion or other defects detrimental to function or appearance.

3. Hem exposed edges of flashings minimum 1/4 inch on underside.

4. Coat concealed surfaces of flashings with bituminous paint.

B. Galvanized Steel Flashing: ASTM A653/A653M, with G90/Z275 zinc coating; 26-gauge,

0.0179-inch minimum base metal thickness.

1. Wildland Urban Interface Requirement: Valley Flashing shall be continuous full length of valley and corrosion resistant and meet ASTM D3909 and CBC, Chapter 7A, Section 705.A.2.

PART 3 EXECUTION

3.01 EXAMINATION
A. Examine structural roof deck for compliance with specified requirements, and verify that roof penetrations and roof openings are correctly installed in proper locations.

B. Do not begin installation of tile roofing until substrates have been properly prepared, and if substrate preparation is responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding.

3.02 INSTALLATION
A. Install concrete tile roofing system in accordance with manufacturers recommendations and NRCA (RM) applicable requirements including in conformance with ICC- Evaluation Report for the installed roof tile. Installation of materials to comply with roof manufacturers specification to maintain qualification under manufacturer's warranty.

B. Underlayment:

1. Roof Slopes from 4:12 to 20:12: Install two layers of underlayment over entire roof area, perpendicular to roof slope, with ends and edges weather lapped a minimum of 4 inches, staggering end laps of each layer, and nail in place.

C. Valley Protection Membrane: Install full width elastomeric membrane underlayment centered at valleys, in accordance with manufacturer's installation instructions for project substrate, and weather lap joints a minimum of 12 inches.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 07 3216
07 3216 Concrete Roof Tiles
01-20-2026 Page 5 of 6
D. Metal Valley Flashings:

1. Open Valleys: Install minimum 36 inch wide flashing over valley protection membrane, centered over valley and crimped to guide water; fasten to deck with cleats; overlap end joints minimum 8 inches, blind nailing upper end of each sheet; do not solder joints.

E. Sheet Metal Flashing: Install flashing at other locations as indicated and as required by project conditions.

1. Install flashing at locations where concrete roof tiles intersect other roofs, walls, parapets, chimneys, ventilators, and similar projections.

2. Install drip edge flashing at eaves prior to installing underlayment.

F. Elastomeric Membrane Flashing: Apply self-adhering membrane flashing in concealed locations where metal flashing would be difficult or impossible to apply effectively.

G. Concrete Tile:

1. Install first row of tile at eaves with minimum projection of 1 inch.

2. Lay tile square with building lines and parallel with roof slope, and install filler, closure, and mitered pieces as required.

3. Unless otherwise indicated or recommended by tile manufacturer, install tile with minimum of 3-inch headlaps.

4. Miter tile at valleys to form straight edge using masonry saw.

5. Cut and fit tiles neatly around vents, pipes, and other projections.

6. Install accessories in accordance with manufacturer’s details and recommendations.

3.03 PROTECTION
A. Minimize traffic over finished roof surface, and where walking on roof is absolutely necessary, wear soft-soled shoes and walk on abutting tiles to avoid breakage.

B. Remove and replace damaged or broken tile before Date of Substantial Completion.

C. Remove excess and broken tile and roof installation debris from project site.

END OF SECTION 07 3216
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 07 3216
07 3216 Concrete Roof Tiles
01-20-2026 Page 6 of 6
This page intentionally left blank
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 07 6200
07 6200 Sheet Metal Flashing and Trim
01-20-2026 Page 1 of 4
Section 07 6200
Sheet Metal Flashing and Trim
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Fabricated sheet metal items, including flashings, counterflashings, gutters, downspouts, and exterior penetrations.

B. Sealants for joints within sheet metal fabrications.

1.02 RELATED REQUIREMENTS
A. Section 06 1000 - Rough Carpentry: Wood nailers for sheet metal work.

B. Section 06 1000 - Rough Carpentry: Wood blocking for batten seams.

C. Section 07 7123 - Manufactured Gutters and Downspouts.

D. Section 07 9005 - Joint Sealers.

E. Section 08 1100 (08110) - Steel Doors and Frames
F. Section 08 4313 (08410) - Metal Framed Storefronts
G. Section 09 9000 - Painting and Coating: Field painting.

H. Section __________: Flashing sleeves and collars for mechanical items protruding through roofing membrane.

I. Division 16 - Electrical : Flashing sleeves and collars for electrical items protruding through roofing membrane.

1.03 REFERENCE STANDARDS
A. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2025.

B. ASTM B32 - Standard Specification for Solder Metal; 2020.

C. CDA A4050 - Copper in Architecture - Handbook; current edition.

D. SMACNA (ASMM) - Architectural Sheet Metal Manual; 2012.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 07 6200
07 6200 Sheet Metal Flashing and Trim
01-20-2026 Page 2 of 4

1.04 SUBMITTALS
A. See Section 01 3300 - Submittals for submittal procedures.

B. Shop Drawings: Indicate material profile, jointing pattern, jointing details, fastening methods, flashings, terminations, and installation details.

1.05 QUALITY ASSURANCE
A. Perform work in accordance with SMACNA (ASMM) and CDA A4050 requirements and standard details, except as otherwise indicated.

B. Maintain one copy of each document on site.

C. Fabricator and Installer Qualifications: Company specializing in sheet metal work with 5 years of documented experience.

1.06 DELIVERY, STORAGE, AND HANDLING
A. Stack material to prevent twisting, bending, and abrasion, and to provide ventilation. Slope metal sheets to ensure drainage.

B. Prevent contact with materials that could cause discoloration or staining.

PART 2 PRODUCTS

2.01 SHEET MATERIALS
A. Galvanized Steel: ASTM A653/A653M, with G90/Z275 zinc coating; minimum 24-gauge,

0.0239-inch thick base metal.

B. Note: Flashing directly contacting the thermoplastic roof membrane is to be flashed with clad metal by the roofing manufacture.

2.02 ACCESSORIES
A. Sealant: Type 1 specified in Section 07 9005.

2.03 FABRICATION
A. Form sections true to shape, accurate in size, square, and free from distortion or defects.

B. Form pieces in longest possible lengths.

C. Hem exposed edges on underside 1/2 inch; miter and seam corners.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 07 6200
07 6200 Sheet Metal Flashing and Trim
01-20-2026 Page 3 of 4
D. Form material with flat lock seams, except where otherwise indicated; at moving joints, use sealed lapped, bayonet-type or interlocking hooked seams.

E. Fabricate corners from one piece with minimum 18-inch long legs; seam for rigidity, seal with sealant.

F. Fabricate flashings to allow toe to extend 2 inches over roofing . Return and brake edges.

PART 3 EXECUTION

3.01 EXAMINATION
A. Verify roof openings, curbs, pipes, sleeves, ducts, and vents through roof are solidly set, reglets in place, and nailing strips located.

B. Verify roofing termination and base flashings are in place, sealed, and secure.

C. In the event of a discrepancy, immediately notify the Architect.

3.02 PREPARATION
A. Install starter and edge strips, and cleats before starting installation.

3.03 INSTALLATION
A. Secure flashings in place using concealed fasteners, and use exposed fasteners only where permitted..

B. Apply plastic cement compound between metal flashings and felt flashings.

C. Fit flashings tight in place; make corners square, surfaces true and straight in planes, and lines accurate to profiles.

END OF SECTION 07 6200
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 07 6200
07 6200 Sheet Metal Flashing and Trim
01-20-2026 Page 4 of 4
This page intentionally left blank
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 07 7100
07 7100 Roof Specialties
01-20-2026 Page 1 of 2
Section 07 7100
Roof Specialties
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Roof vents.

1.02 REFERENCE STANDARDS
A. NRCA (RM) - The NRCA Roofing Manual; 2025.

B. NRCA ML104 - The NRCA Roofing and Waterproofing Manual; Fifth Edition, with interim updates.

C. SMACNA (ASMM) - Architectural Sheet Metal Manual; 2012.

1.03 SUBMITTALS
A. Product Data: Provide data on shape of components, materials and finishes, anchor types and locations.

B. Manufacturer's Installation Instructions: Indicate special procedures, fasteners, supporting members, and perimeter conditions requiring special attention.

1.04 QUALITY ASSURANCE
A. Perform work in accordance with SMACNA (ASMM) details.

PART 2 PRODUCTS

2.01 MANUFACTURERS
A. Roof Vents:

B. Roof Vents: Concrete Roof Tiles

1. Manufacturer: O'Hagin's Inc, www.ohaginvent.com
a. Product is patented, no known equal. Other products with similar profiles and function would be acceptable.

2. Model: Medium-Profile/ - Concrete Roof Tiles

3. Material: 26 Gauge, G-90 Galv. Steel Standard Metal option

4. Finish: As selected by Architect.

5. NFVA: 86.25 sq. in.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 07 7100
07 7100 Roof Specialties
01-20-2026 Page 2 of 2

2.02 COMPONENTS
PART 3 EXECUTION

3.01 EXAMINATION
A. Verify that deck, curbs, roof membrane, base flashing, and other items affecting work of this Section are in place and positioned correctly.

3.02 INSTALLATION
A. Install components in accordance with manufacturer's instructions and NRCA (RM) applicable requirements.

B. Comply with NRCA (RM) drawing details as noted:

C. Coordinate installation of components of this section with installation of roofing membrane and base flashings.

D. Coordinate installation of sealants and roofing cement with work of this section to ensure water tightness.

END OF SECTION 07 7100
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 07 7123
07 7123 Manufactured Gutters and Downspouts
01-20-2026 Page 1 of 4
Section 07 7123
Manufactured Gutters and Downspouts
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Galvanized steel gutters and downspouts.

B. Precast concrete splash pads.

1.02 RELATED REQUIREMENTS
A. Section 07 3216 (07320) - Concrete Roof Tiles
B. Section 07 6200 - Sheet Metal Flashing and Trim.

C. Section 09 9113 - Exterior Painting: Field painting of metal surfaces.

1.03 REFERENCE STANDARDS
A. ASTM A48/A48M - Standard Specification for Gray Iron Castings; 2022.

B. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2025.

C. SMACNA (ASMM) - Architectural Sheet Metal Manual; 2012.

1.04 ADMINISTRATIVE REQUIREMENTS
A. Comply with SMACNA (ASMM) for sizing components for rainfall intensity determined by a storm occurrence of 1 in 5 years.

1.05 SUBMITTALS
A. See Section 01 3300 - Submittals for submittal procedures.

B. Shop Drawings: Indicate locations, configurations, jointing methods, fastening methods, locations, and installation details.

C. Samples: Submit two samples, 12 inch long, illustrating component design, finish, color, and configuration.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 07 7123
07 7123 Manufactured Gutters and Downspouts
01-20-2026 Page 2 of 4

1.06 DELIVERY, STORAGE, AND HANDLING
A. Stack material to prevent twisting, bending, or abrasion, and to provide ventilation. Slope to drain.

B. Prevent contact with materials that could cause discoloration, staining, or damage.

1.07 PROJECT CONDITIONS
A. Coordinate the work with downspout discharge pipe inlet.

PART 2 PRODUCTS

2.01 COMPONENTS
A. Gutters: Profile as indicated.

B. Downspouts: Profile as indicated
C. Anchors and Supports: Profiled to suit gutters and downspouts.

1. Anchoring Devices: In accordance with SMACNA requirements.

2. Gutter Supports: Brackets.

3. Downspout Supports: Brackets.

2.02 ACCESSORIES
A. Splash Pads: Precast concrete type, profiles size(s) as indicated; minimum 3,000 psi compressive strength at 28 days, with minimum 5 percent air entrainment, 12"x24".

B. Downspout Boots: Smooth interior without boxed corners or choke points; include integral lug slots and on-body cleanout and cover with neoprene gaskets.

1. Configuration: Offset.

2. Material: Cast iron; ASTM A48/A48M; casting thickness 3/8 inch (9.5 mm), minimum.

3. Color: To be selected by Architect from manufacturer's standard range.

4. Products:
a. Downspoutboots.com, a division of J. R. Hoe & Sons; ____:
www.downspoutboots.com/#sle.
b. Substitutions: See Section 01 6000 - Product Requirements.

C. Strainer Guard: Install "beehive"-type strainer-guard at downspouts, removable for cleaning.

PART 3 EXECUTION

3.01 EXAMINATION
A. Verify existing conditions before starting work.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 07 7123
07 7123 Manufactured Gutters and Downspouts
01-20-2026 Page 3 of 4
B. Verify that surfaces are ready to receive work.

3.02 PREPARATION
A. Paint concealed sheet metal surfaces and surfaces in contact with dissimilar metals with protective backing paint to a minimum dry film thickness of 15 mil, 0.015 inch.

3.03 INSTALLATION
A. Install gutters, downspouts, and accessories in accordance with manufacturer's instructions.

B. Sheet Metal: Join lengths with formed seams sealed watertight. Flash and seal gutters to downspouts and accessories.

C. Slope gutters minimum .

D. Solder metal joints for full metal surface contact. After soldering, wash metal clean with neutralizing solution and rinse with water.

END OF SECTION 07 7123
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 07 7123
07 7123 Manufactured Gutters and Downspouts
01-20-2026 Page 4 of 4
This page intentionally left blank
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 07 9200
07 9200 Joint Sealants
01-20-2026 Page 1 of 6
Section 07 9200
Joint Sealants
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Nonsag gunnable joint sealants.

B. Self-leveling pourable joint sealants.

C. Joint backings and accessories.

1.02 RELATED REQUIREMENTS
A. Section 01 6116 - Volatile Organic Compound (VOC) Content Restrictions: Additional requirements for sealants and primers.

B. Section 07 2500 - Weather Barriers: Sealants required in conjunction with water-resistive barriers.

C. Section 07 8400 - Firestopping: Firestopping sealants.

D. Section 08 7100 - Door Hardware: Setting exterior door thresholds in sealant.

E. Section 09 2116 - Gypsum Board Assemblies: Sealing acoustical and sound-rated walls and ceilings.

F. Section 09 3000 - Tiling: Sealant between tile and plumbing fixtures and at junctions with other materials and changes in plane.

G. Section 23 3100 - HVAC Ducts and Casings: Duct sealants.

1.03 REFERENCE STANDARDS
A. ASTM C661 - Standard Test Method for Indentation Hardness of Elastomeric-Type Sealants by Means of a Durometer; 2006 (Reapproved 2011).

B. ASTM C834 - Standard Specification for Latex Sealants; 2014.

C. ASTM C920 - Standard Specification for Elastomeric Joint Sealants; 2014.

D. ASTM C1193 - Standard Guide for Use of Joint Sealants; 2025.

E. ASTM C1330 - Standard Specification for Cylindrical Sealant Backing for Use with Cold Liquid-Applied Sealants; 2002 (Reapproved 2013).

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 07 9200
07 9200 Joint Sealants
01-20-2026 Page 2 of 6
F. ASTM D2240 - Standard Test Method for Rubber Property--Durometer Hardness; 2015 (Reapproved 2021).

G. SCAQMD 1168 - South Coast Air Quality Management District Rule No.1168; current edition.

1.04 SUBMITTALS
A. See Section 01 3300 - Submittals for submittal procedures.

B. Product Data for Sealants: Submit manufacturer's technical data sheets for each product to be used, that includes the following.

1. Physical characteristics, including movement capability, VOC content, hardness, cure time, and color availability.

2. List of backing materials approved for use with the specific product.

3. Substrates that product is known to satisfactorily adhere to and with which it is compatible.

4. Substrates for which use of primer is required.

5. Substrates for which laboratory adhesion and/or compatibility testing is required.

6. Installation instructions, including precautions, limitations, and recommended backing materials and tools.

7. Sample product warranty.

C. Color Cards for Selection: Where sealant color is not specified, submit manufacturer's color cards showing standard colors available for selection.

1.05 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing the products specified in this section with minimum three years documented experience.

1.06 WARRANTY
A. See Section 01 7800 - Closeout Submittals for additional warranty requirements.

B. Warranty: Include coverage for installed sealants and accessories that fail to achieve watertight seal , exhibit loss of adhesion or cohesion, or do not cure.

PART 2 PRODUCTS

2.01 MANUFACTURERS
A. Non-Sag Sealants: Permits application in joints on vertical surfaces without sagging or slumping.

1. Bostik Inc; _____: www.bostik-us.com/#sle.

2. Dow; _____: www.dow.com/#sle.

3. Hilti, Inc; _____: www.hilti.com/#sle.

4. Master Builders Solutions; _____: www.master-builders-solutions.com/en-us/#sle.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 07 9200
07 9200 Joint Sealants
01-20-2026 Page 3 of 6

5. Pecora Corporation; _____: www.pecora.com/#sle.

6. Sherwin-Williams Company; _____: www.sherwin-williams.com/#sle.

7. Sika Corporation; _____: www.usa.sika.com/#sle.

8. Tremco Commercial Sealants & Waterproofing; ____: www.tremcosealants.com/#sle.

9. W.R. Meadows, Inc; _____: www.wrmeadows.com/#sle.

10. Substitutions: See Section 01 6000 - Product Requirements.

B. Self-Leveling Sealants: Pourable or self-leveling sealant that has sufficient flow to form a smooth, level surface when applied in a horizontal joint.

1. Dow; _____: www.dow.com/#sle.

2. Sherwin-Williams Company; _____: www.sherwin-williams.com/#sle.

3. Sika Corporation; _____: www.usa.sika.com/#sle.

4. Tremco Commercial Sealants & Waterproofing; ____: www.tremcosealants.com/#sle.

2.02 JOINT SEALANT APPLICATIONS
A. Scope:

1. Exterior Joints: Seal open joints, whether or not the joint is indicated on drawings, unless specifically indicated not to be sealed. Exterior joints to be sealed include, but are not limited to, the following items.
a. Joints between door, window, and other frames and adjacent construction. b. Joints between different exposed materials.
c. Other joints indicated below.

2. Interior Joints: Do not seal interior joints unless specifically indicated to be sealed.

Interior joints to be sealed include, but are not limited to, the following items. a. Joints between door, window, and other frames and adjacent construction. b. In sound-rated wall and ceiling assemblies, gaps at electrical outlets, wiring devices, piping, and other openings; between wall/ceiling and other construction; and other flanking sound paths.
c. Other joints indicated below.

3. Do not seal the following types of joints.
a. Joints where sealant is specified to be provided by manufacturer of product to be sealed.

B. Exterior Joints: Use non-sag non-staining silicone sealant, unless otherwise indicated.

1. Lap Joints in Sheet Metal Fabrications: Butyl rubber, non-curing.

2. Control and Expansion Joints in Concrete Paving: Self-leveling polyurethane "trafficgrade" sealant.

3. Wiring Slots in Concrete Paving: Self-leveling epoxy sealant.

C. Interior Joints: Use non-sag polyurethane sealant, unless otherwise indicated.

1. Joints between Fixtures in Wet Areas and Floors, Walls, and Ceilings: Mildew-resistant silicone sealant; white.

2. In Sound-Rated Assemblies: Acrylic emulsion latex sealant.

3. Narrow Control Joints in Interior Concrete Slabs: Self-leveling epoxy sealant.

4. Other Floor Joints: Self-leveling polyurethane "traffic-grade" sealant.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 07 9200
07 9200 Joint Sealants
01-20-2026 Page 4 of 6
D. Sound-Rated Assemblies: Walls and ceilings identified as "STC-rated", "sound-rated", or "acoustical".

2.03 JOINT SEALANTS - GENERAL
A. Sealants and Primers: Provide products having lower volatile organic compound (VOC) content than indicated in SCAQMD 1168.

2.04 NONSAG JOINT SEALANTS
A. Non-Staining Silicone Sealant: ASTM C920, Grade NS, Uses M and A; not expected to withstand continuous water immersion or traffic.

1. Dirt Pick-Up: Reduced dirt pick-up compared to other silicone sealants.

2. Color: To be selected by Architect from manufacturer's standard range.

3. Cure Type: Single-component, neutral moisture curing.

B. Mildew-Resistant Silicone Sealant: ASTM C920, Grade NS, Uses M and A; single component, mildew resistant; not expected to withstand continuous water immersion or traffic.

1. Color: As selected by Architect.

C. Acrylic Emulsion Latex: Water-based; ASTM C834, single component, non-staining, nonbleeding, non-sagging; not intended for exterior use.

1. Color: To be selected by Architect from manufacturer's standard range.

2. Grade: ASTM C834; Grade 0 Degrees F (Minus 18 Degrees C).

2.05 SELF-LEVELING SEALANTS
A. Self-Leveling Polyurethane Sealant for Continuous Water Immersion: Polyurethane; ASTM C920, Grade P, Uses M and A; single component; explicitly approved by manufacturer for traffic exposure and continuous water immersion.

1. Movement Capability: Plus and minus 25 percent, minimum.

2. Hardness Range: 35 to 55, Shore A, when tested in accordance with ASTM C661.

3. Color: To be selected by Architect from manufacturer's standard range.

4. Service Temperature Range: Minus 40 to 180 degrees F.

B. Semi-Rigid Self-Leveling Epoxy Joint Filler: Epoxy or epoxy/polyurethane copolymer; intended for filling cracks and control joints not subject to significant movement; rigid enough to support concrete edges under traffic.

1. Durometer Hardness: Minimum of 85 for Type A or 35 for Type D, after seven days when tested in accordance with ASTM D2240.

2. Color: To be selected by Architect from manufacturer's standard colors.

3. Joint Width, Minimum: 1/8 inch.

4. Joint Depth: Provide product suitable for joints from 1/8 inch to 2 inches in depth including space for backer rod.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 07 9200
07 9200 Joint Sealants
01-20-2026 Page 5 of 6

2.06 ACCESSORIES
A. Backer Rod: Cylindrical cellular foam rod with surface that sealant will not adhere to, compatible with specific sealant used, and recommended by backing and sealant manufacturers for specific application.

1. Type for Joints Not Subject to Pedestrian or Vehicular Traffic: ASTM C1330; Type O - Open Cell Polyurethane.

2. Type for Joints Subject to Pedestrian or Vehicular Traffic: ASTM C1330; Type B - BiCellular Polyethylene.

3. Open Cell: 40 to 50 percent larger in diameter than joint width.

4. Closed Cell and Bi-Cellular: 25 to 33 percent larger in diameter than joint width.

B. Backing Tape: Self-adhesive polyethylene tape with surface that sealant will not adhere to and recommended by tape and sealant manufacturers for specific application.

C. Masking Tape: Self-adhesive, nonabsorbent, non-staining, removable without adhesive residue, and compatible with surfaces adjacent to joints and sealants.

D. Joint Cleaner: Non-corrosive and non-staining type, type recommended by sealant manufacturer; compatible with joint forming materials.

E. Primers: Type recommended by sealant manufacturer to suit application; non-staining.

PART 3 EXECUTION

3.01 EXAMINATION
A. Verify that joints are ready to receive work.

B. Verify that backing materials are compatible with sealants.

C. Verify that backer rods are of the correct size.

3.02 PREPARATION
A. Remove loose materials and foreign matter that could impair adhesion of sealant.

B. Perform preparation in accordance with manufacturer's instructions and ASTM C1193.

C. Mask elements and surfaces adjacent to joints from damage and disfigurement due to sealant work; be aware that sealant drips and smears may not be completely removable.

3.03 INSTALLATION
A. Install sealant free of air pockets, foreign embedded matter, ridges, and sags, and without getting sealant on adjacent surfaces.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 07 9200
07 9200 Joint Sealants
01-20-2026 Page 6 of 6
B. Do not install sealant when ambient temperature is outside manufacturer's recommended temperature range, or will be outside that range during the entire curing period, unless manufacturer's approval is obtained and instructions are followed.

C. Nonsag Sealants: Tool surface concave, unless otherwise indicated; remove masking tape immediately after tooling sealant surface.

D. Concrete Floor Joint Filler: After full cure, shave joint filler flush with top of concrete slab.

END OF SECTION 07 9200
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 08 1113
08 1113 Hollow Metal Doors and Frames
01-20-2026 Page 1 of 8
Section 08 1113
Hollow Metal Doors and Frames
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Non-fire-rated hollow metal doors and frames.

B. Hollow metal frames for wood doors.

C. Fire-rated hollow metal doors and frames.

D. Thermally insulated hollow metal doors with frames.

E. Sound-rated hollow metal doors and frames.

F. Hollow metal borrowed lites glazing frames.

1.02 RELATED REQUIREMENTS
A. Section 08 3006 - Interior Sliding Doors
B. Section 08 7100 - Door Hardware.

C. Section 08 8000 - Glazing: Glass for doors and borrowed lites.

D. Section 09 9113 - Exterior Painting: Field painting.

E. Section 09 9123 - Interior Painting: Field painting.

1.03 ABBREVIATIONS AND ACRONYMS
A. ANSI: American National Standards Institute.

B. HMMA: Hollow Metal Manufacturers Association.

C. NAAMM: National Association of Architectural Metal Manufacturers.

D. NFPA: National Fire Protection Association.

E. SDI: Steel Door Institute.

F. UL: Underwriters Laboratories.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 08 1113
08 1113 Hollow Metal Doors and Frames
01-20-2026 Page 2 of 8

1.04 REFERENCE STANDARDS
A. ADA Standards - 2010 ADA Standards for Accessible Design; 2010.

B. ANSI/SDI A250.4 - Test Procedure and Acceptance Criteria for Physical Endurance for Steel Doors, Frames and Frame Anchors; 2024.

C. ANSI/SDI A250.8 - Specifications for Standard Steel Doors and Frames (SDI-100); 2023.

D. ANSI/SDI A250.10 - Test Procedure and Acceptance Criteria for Prime Painted Steel Surfaces for Steel Doors and Frames; 2025.

E. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2025.

F. ASTM A1008/A1008M - Standard Specification for Steel, Sheet, Cold-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, Required Hardness, Solution Hardened, and Bake Hardenable; 2024.

G. ASTM A1011/A1011M - Standard Specification for Steel, Sheet and Strip, Hot-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, and Ultra-High Strength; 2023.

H. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials; 2024.

I. BHMA A156.115 - Hardware Preparation in Steel Doors and Frames; 2016.

J. CBC Chapter 11B - California Building Code - Accessibility to Public Buildings, Public Accommodations, Commercial Buildings and Public Housing; 2022.

K. ICC A117.1 - Accessible and Usable Buildings and Facilities; 2017.

L. ITS (DIR) - Directory of Listed Products; Current Edition.

M. NAAMM HMMA 805 - Recommended Selection and Usage Guide for Hollow Metal Doors and Frames; 2012.

N. NAAMM HMMA 830 - Hardware Selection for Hollow Metal Doors and Frames; 2002.

O. NAAMM HMMA 831 - Hardware Locations for Hollow Metal Doors and Frames; 2024.

P. NAAMM HMMA 840 - Guide Specifications for Receipt, Storage and Installation of Hollow Metal Doors and Frames; 2024.

Q. NAAMM HMMA 860 - Guide Specifications for Hollow Metal Doors and Frames; 2013.

R. NAAMM HMMA 861 - Guide Specifications for Commercial Hollow Metal Doors and Frames; 2014.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 08 1113
08 1113 Hollow Metal Doors and Frames
01-20-2026 Page 3 of 8
S. NFPA 80 - Standard for Fire Doors and Other Opening Protectives; 2025.

T. NFPA 252 - Standard Methods of Fire Tests of Door Assemblies; 2022.

U. SDI 117 - Manufacturing Tolerances for Standard Steel Doors and Frames; 2023.

V. UL (DIR) - Online Certifications Directory; Current Edition.

W. UL 10C - Standard for Positive Pressure Fire Tests of Door Assemblies; Current Edition, Including All Revisions.

1.05 SUBMITTALS
A. See Section 01 3300 - Submittals for submittal procedures.

B. Product Data: Materials and details of design and construction, hardware locations, reinforcement type and locations, anchorage and fastening methods, and finishes; and one copy of referenced standards/guidelines.

C. Shop Drawings: Details of each opening, showing elevations, glazing, frame profiles, and any indicated finish requirements.

D. Samples: Submit two samples of metal, 2 by 2 inches in size, showing factory finishes, colors, and surface texture.

1.06 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing products specified in this section, with not less than three years documented experience.

1.07 DELIVERY, STORAGE, AND HANDLING
A. Comply with NAAMM HMMA 840 or ANSI/SDI A250.8 (SDI-100) in accordance with specified requirements.

B. Protect with resilient packaging; avoid humidity build-up under coverings; prevent corrosion and adverse effects on factory applied painted finish.

PART 2 PRODUCTS

2.01 MANUFACTURERS
A. Hollow Metal Doors and Frames:

1. Steelcraft, an Allegion brand; Hollow Metal Doors: www.allegion.com/#sle.

2. Timely Industries; Timely Prefinished Metal Door Frames: www.timelyframes.com.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 08 1113
08 1113 Hollow Metal Doors and Frames
01-20-2026 Page 4 of 8

2.02 PERFORMANCE REQUIREMENTS
A. Requirements for Hollow Metal Doors and Frames:

1. Steel Sheet: Comply with one or more of the following requirements; galvannealed steel complying with ASTM A653/A653M, cold-rolled steel complying with ASTM A1008/A1008M, or hot-rolled pickled and oiled (HRPO) steel complying with ASTM A1011/A1011M, commercial steel (CS) Type B, for each.

2. Accessibility: Comply with CBC Chapter 11B, ICC A117.1, and ADA Standards.

3. Exterior Door Top Closures: Flush end closure channel, with top and door faces aligned.

4. Door Edge Profile: Manufacturers standard for application indicated.

5. Typical Door Face Sheets: Flush.

6. Glazed Lights: Non-removable stops on non-secure side; sizes and configurations as indicated on drawings. Style: Manufacturer's standard.

7. Hardware Preparations, Selections and Locations: Comply with NAAMM HMMA 830 and NAAMM HMMA 831 or BHMA A156.115 and ANSI/SDI A250.8 (SDI-100) in accordance with specified requirements.

8. Zinc Coating for Typical Interior and/or Exterior Locations: Provide metal components zinc-coated (galvanized) and/or zinc-iron alloy-coated (galvannealed) by the hot-dip process in accordance with ASTM A653/A653M, with manufacturer's standard coating thickness, unless noted otherwise for specific hollow metal doors and frames. a. Based on NAAMM HMMA Custom Guidelines: Provide at least A25/ZF75 (galvannealed) for interior applications, and at least A60/ZF180 (galvannealed) or G60/Z180 (galvanized) for corrosive locations.

B. Combined Requirements: If a particular door and frame unit is indicated to comply with more than one type of requirement, comply with the specified requirements for each type; for instance, an exterior door that is also indicated as being sound-rated must comply with the requirements specified for exterior doors and for sound-rated doors; where two requirements conflict, comply with the most stringent.

2.03 HOLLOW METAL DOORS
A. Door Finish: Factory primed and field finished.

B. Exterior Doors: Thermally insulated.

1. Based on NAAMM HMMA Custom Guidelines:
a. Comply with guidelines of NAAMM HMMA 860 for Hollow Metal Doors and Frames.
b. Performance Level 2 - Moderate Duty, in accordance with NAAMM HMMA 805. c. Physical Performance Level B, 500,000 cycles; in accordance with ANSI/SDI A250.4.
d. Door Face Metal Thickness: 18 gauge, 0.042 inch, minimum. e. Zinc Coating: G90/Z275 galvanized coating; ASTM A653/A653M.

2. Door Core Material: Polyisocyanurate, 2 lbs/cu ft minimum density. a. Foam Plastic Insulation: Manufacturer's standard board insulation with maximum flame spread index (FSI) of 75, and maximum smoke developed index (SDI) of 450 in accordance with ASTM E84, and completely enclosed within interior of door.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 08 1113
08 1113 Hollow Metal Doors and Frames
01-20-2026 Page 5 of 8

3. Door Thermal Resistance: R-Value of 9.9, minimum, for installed thickness of polyisocyanurate.

4. Door Thickness: 1-3/4 inches, nominal.

C. Interior Doors, Non-Fire-Rated:

1. Based on NAAMM HMMA Custom Guidelines:
a. Comply with guidelines of NAAMM HMMA 860 for Hollow Metal Doors and Frames.
b. Performance Level 2 - Moderate Duty, in accordance with NAAMM HMMA 805. c. Physical Performance Level C, 250,000 cycles; in accordance with ANSI/SDI A250.4.
d. Door Face Metal Thickness: 18 gauge, 0.042 inch, minimum.

2. Door Core Material: Manufacturers standard core material/construction and in compliance with requirements.

3. Door Thickness: 1-3/4 inches, nominal.

D. Fire-Rated Doors:

1. Fire Rating: As indicated on Door Schedule, tested in accordance with UL 10C and NFPA 252 ("positive pressure fire tests").
a. Provide units listed and labeled by UL (DIR) or ITS (DIR). b. Attach fire rating label to each fire rated unit.

2. Door Thickness: 1-3/4 inches, nominal.

2.04 HOLLOW METAL FRAMES
A. Comply with standards and/or custom guidelines as indicated for corresponding door in accordance with applicable door frame requirements.

B. Exterior Door Frames: Full profile/continuously welded type.

1. Galvanizing: Components hot-dipped zinc-iron alloy-coated (galvannealed) in accordance with ASTM A653/A653M, with A40/ZF120 coating.

2. Frame Metal Thickness: 16 gauge, 0.053 inch, minimum.

3. Frame Finish: Factory finished.

4. Weatherstripping: Separate, see Section 08 7100.

C. Interior Door Frames, Non-Fire Rated: Full profile/continuously welded type.

1. Frame Metal Thickness: 16 gauge, 0.053 inch, minimum.

2. Frame Finish: Factory finished.

D. Door Frames, Fire-Rated: Full profile/continuously welded type.

1. Fire Rating: Same as door, labeled.

2. Frame Metal Thickness: 16 gauge, 0.053 inch, minimum.

3. Frame Finish: Factory finished.

E. Sound-Rated Door Frames: Full profile/continuously welded type.

1. Frame Metal Thickness: 16 gauge, 0.053 inch, minimum.

2. Frame Finish: Factory finished.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 08 1113
08 1113 Hollow Metal Doors and Frames
01-20-2026 Page 6 of 8
F. Frames for Wood Doors: Comply with frame requirements in accordance with corresponding door.

G. Mullions for Pairs of Doors: Fixed, with profile similar to jambs.

H. Borrowed Lites Glazing Frames: Construction and face dimensions to match door frames, and as indicated on drawings.

2.05 FINISHES
A. Primer: Rust-inhibiting, complying with ANSI/SDI A250.10, door manufacturer's standard.

2.06 ACCESSORIES
A. Louvers: Roll formed steel with overlapping frame; finish same as door components ; factoryinstalled.

1. Style: Standard straight slat blade.

B. Door Window Frames: Door window frames with glazing securely fastened within door opening.

1. Size: As indicated on drawings.

2. Frame Material: 18 gauge, 0.0478 inch, galvanized steel.

3. Glazing: Thickness varies, exterior 1 inch thick assembly typical, interior 1/4 inch thick, tempered glass, in compliance with requirements of authorities having jurisdiction.

C. Glazing: As specified in Section 08 8000, factory installed.

D. Removable Stops: Formed sheet steel, shape as indicated on drawings, mitered or butted corners; prepared for countersink style tamper proof screws.

E. Double Doors: Removable mullion - refer to hardware schedule F. Silencers: Resilient rubber, fitted into drilled hole; provide three on strike side of single door, three on center mullion of pairs, and two on head of pairs without center mullions.

G. Temporary Frame Spreaders: Provide for factory- or shop-assembled frames.

PART 3 EXECUTION

3.01 EXAMINATION
A. Verify existing conditions before starting work.

B. Verify that opening sizes and tolerances are acceptable.

C. Verify that finished walls are in plane to ensure proper door alignment.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 08 1113
08 1113 Hollow Metal Doors and Frames
01-20-2026 Page 7 of 8

3.02 INSTALLATION
A. Install doors and frames in accordance with manufacturer's instructions and related requirements of specified door and frame standards or custom guidelines indicated.

B. Install fire rated units in accordance with NFPA 80.

C. Coordinate frame anchor placement with wall construction.

D. Install door hardware as specified in Section 08 7100.

E. Comply with glazing installation requirements of Section 08 8000.

F. Coordinate installation of electrical connections to electrical hardware items.

G. Touch up damaged factory finishes.

3.03 TOLERANCES
A. Clearances Between Door and Frame: Comply with related requirements of specified frame standards or custom guidelines indicated in accordance with SDI 117 or NAAMM HMMA 861.

B. Maximum Diagonal Distortion: 1/16 inch measured with straight edge, corner to corner.

3.04 ADJUSTING
A. Adjust for smooth and balanced door movement.

B. Adjust sound control doors so that seals are fully engaged when door is closed.

C. Test doors for force to close, latch, and unlatch; adjust as necessary in compliance with requirements.

END OF SECTION 08 1113
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 08 1113
08 1113 Hollow Metal Doors and Frames
01-20-2026 Page 8 of 8
This page intentionally left blank
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 08 1400
08 1400 Wood Doors
01-20-2026 Page 1 of 6
Section 08 1400
Wood Doors
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Wood doors; fire rated, non-rated, and acoustical.

B. Wood veneer faced doors
C. Wood doors with high pressure laminated faces packaged with frames and hinges

1.02 RELATED REQUIREMENTS
A. Section 06 2000 - Finish Carpentry.

B. Section 08 1113 - Hollow Metal Doors and Frames.

C. Section 08 7100 - Door Hardware.

D. Section 08 8000 - Glazing.

1.03 REFERENCE STANDARDS
A. AAMA 1304; Voluntary Specification for Forced Entry Resistance of Side-Hinged Door Systems.

B. ASTM E283; Standard Test Method for Determining Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen
C. ASTM E330; Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Pressure Difference D. ASTM E331; Standard Test Method for Water Penetration of Exterior Windows, Skylights, Doors, and Curtain Walls by Uniform Static Air Pressure Difference E. ASTM E547; Standard Test Method for Water Penetration of Exterior Windows, Skylights, Doors, and Curtain Walls by Cyclic Static Air Pressure Difference F. AWI/AWMAC/WI (AWS) - Architectural Woodwork Standards; 2009.

G. NFPA 252 - Standard Methods of Fire Tests of Door Assemblies; National Fire Protection Association; 2012.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 08 1400
08 1400 Wood Doors
01-20-2026 Page 2 of 6
H. UL 10C - Standard for Positive Pressure Fire Tests of Door Assemblies; Current Edition, Including All Revisions.

1.04 ADMINISTRATIVE REQUIREMENTS
A. Coordination: Obtain hardware templates from hardware manufacturer prior to starting fabrication.

1.05 SUBMITTALS
A. Product Data: Indicate door core materials and construction; veneer species, type and characteristics.

B. Shop Drawings: Show doors and frames, elevations, sizes, types, swings, undercuts, beveling, blocking for hardware, factory machining, factory finishing, cutouts for glazing and other details.

C. Specimen warranty.

D. Samples: For prefinished doors submit two samples of door veneer, 10 x 10 inch in size illustrating color and finish.

E. Warranty, executed in Owner's name.

1.06 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing the products specified in this section with minimum three years of documented experience.

1.07 DELIVERY, STORAGE, AND HANDLING
A. Package, deliver and store doors in accordance with specified quality standard.

B. Accept doors on site in manufacturer's packaging. Inspect for damage.

C. Store in position recommended by manufacturer, elevated minimum 4 inches above grade, with minimum 1/4 inches space between doors.

1.08 WARRANTY
A. Interior Doors: Provide manufacturer's warranty for 3 years.

B. Exterior Doors: Provide manufacturer's warranty for 25 years.

C. Include coverage for delamination of veneer, warping beyond specified installation tolerances, defective materials, and telegraphing core construction.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 08 1400
08 1400 Wood Doors
01-20-2026 Page 3 of 6
PART 2 PRODUCTS

2.01 MANUFACTURERS
A. Wood Veneer Faced Doors:

1. Western Oregon Door: www.oregondoor.com

2. Or approved equal
B. High Pressure Molded Panel Faced Doors:

1. Masonite: Molded panel series: www.masonite.com

2. Or approved equal

2.02 DOOR AND FRAME ASSEMBLIES
A. Door and Frame Assemblies: Factory-fabricated, prepared and machined for hardware.

1. Door and frame pre-assembled; shipped with braces, spreaders, and packaging as required to prevent damage.

2. Sizes: As indicated on drawings.

3. Clearance Between Door and Frame: 1/8 inch, maximum.

4. Clearance Between Bottom of Door and Finished Floor: 3/4 inch, maximum; not less than 1/4 inch clearance to threshold.

5. Provide frame anchors that allow for variation in rough opening size; do not field cut doors or frames to fit.
a. In retrofit applications door may be trimmed to fit following manufacturer's recommendations provided trimming will not void certification.

B. Fire Rated Doors and Frames: Ratings indicated on drawings.

1. Tested in accordance with International Building Code ("positive pressure") or UL 10C or UBC Standard 7-2 ("positive pressure").

C. Sound Retardant Doors: Minimum STC of 50, calculated in accordance with ASTM E413, tested in accordance with ASTM E1408.

D. Factory machine doors for hardware other than surface-mounted hardware, in accordance with hardware requirements and dimensions.

E. Factory fit doors for frame opening dimensions identified on shop drawings, with edge clearances in accordance with specified quality standard.

F. Provide edge clearances in accordance with the quality standard specified.

2.03 WOOD VENEER FACED DOORS
A. Quality Level: Custom Grade, in accordance with AWI/AWMAC/WI Architectural Woodwork Standards.

B. Wood Veneer Faced Doors: 5-ply unless otherwise indicated.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 08 1400
08 1400 Wood Doors
01-20-2026 Page 4 of 6
C. Thickness: 1-3/4 inches, unless otherwise indicated.

D. Facing: Wood veneer for field transparent finish .

E. Provide solid core doors at all locations .

F. Door Facings

1. Wood Veneer Facing for Transparent Finish: Natural birch, veneer grade as specified by quality standard, plain sliced, book veneer match, running assembly match; unless otherwise indicated.

2.04 HIGH PRESSURE LAMINATE FACED DOORS
A. Door Design: 2 Panel Square Top. Provide 10" Bottom Rail at ADA compliant doors.

B. Thickness 1 3/8 inch
C. Surface finish: smooth
D. Core and frame: Hollow core with MDF frame
E. Hardware finish: as selected by Owner
F. Finish: Preprimed for field painting

2.05 ACCESSORIES
A. Metal Louvers:

1. Material and Finish: Roll formed steel; pre-painted finish to color as selected.

B. Glazing Stops: Rolled steel channel shape, butted corners; prepared for countersink style screws.

2.06 DOOR CONSTRUCTION
A. Fabricate doors in accordance with door quality standard specified.

PART 3 EXECUTION

3.01 EXAMINATION
A. Verify existing conditions before starting work.

B. Verify that opening sizes and tolerances are acceptable.

C. Do not install doors in frame openings that are not plumb or are out-of-tolerance for size or alignment.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 08 1400
08 1400 Wood Doors
01-20-2026 Page 5 of 6

3.02 INSTALLATION
A. Install doors in accordance with manufacturer's instructions and specified quality standard.

1. Install fire-rated doors in accordance with NFPA 80 requirements.

B. Field-Finished Doors: Trimming to fit is subject to door manufacturer recommendations.

1. Adjust width of non-rated doors by cutting equally on both jamb edges.

2. Trim maximum of 3/4 inch off bottom edges.

C. Use machine tools to cut or drill for hardware.

D. Coordinate installation of doors with installation of frames and hardware.

E. Coordinate installation of glazing.

3.03 TOLERANCES
A. Conform to specified quality standard for fit and clearance tolerances.

B. Conform to specified quality standard for telegraphing, warp, and squareness.

3.04 ADJUSTING
A. Adjust doors for smooth and balanced door movement.

3.05 SCHEDULE
A. Refer to drawings for schedule - in general:

1. Common Area Interior Doors: Solid core wood veneer

2. Exterior Service Doors: See 08 1113 Hollow Metal Doors and Frames END OF SECTION 08 1400
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 08 1400
08 1400 Wood Doors
01-20-2026 Page 6 of 6
This page intentionally left blank
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 08 1613
08 1613 Fiberglass Doors
01-20-2026 Page 1 of 4
Section 08 1613
Fiberglass Doors
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Fiberglass doors.

B. Fiberglass door frames.

1.02 RELATED REQUIREMENTS
A. Section 08 7100 - Door Hardware.

1.03 REFERENCE STANDARDS
A. ASTM D635 - Standard Test Method for Rate of Burning and/or Extent and Time of Burning of Plastics in a Horizontal Position; 2022.

B. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials; 2024.

C. ASTM E2112 - Standard Practice for Installation of Exterior Windows, Doors and Skylights; 2023.

D. NFPA 80 - Standard for Fire Doors and Other Opening Protectives; 2025.

1.04 ADMINISTRATIVE REQUIREMENTS
A. Coordination: Obtain hardware templates from hardware manufacturer prior to starting fabrication.

1.05 SUBMITTALS
A. See Section 01 3300 - Submittals, for submittal procedures.

B. Product Data: Provide manufacturer's standard details, installation instructions, hardware and anchor recommendations.

C. Verification Samples: Submit door surface samples for each finish specified, 10 inches by 10 inches in size, illustrating finishes, colors, and textures.

D. Maintenance Data: Include instructions for repair of minor scratches and damage.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 08 1613
08 1613 Fiberglass Doors
01-20-2026 Page 2 of 4

1.06 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing products of the type specified in this section, with minimum 5 years of documented experience.

1.07 DELIVERY, STORAGE, AND HANDLING
A. Deliver materials in manufacturer’s original, unopened, undamaged containers with identification labels intact.

B. Store materials in original packaging, under cover, protected from exposure to harmful weather conditions and from direct contact with water.

1. Store at temperature and humidity conditions recommended by manufacturer.

2. Do not use non-vented plastic or canvas shelters.

3. Immediately remove wet wrappers.

C. Store in position recommended by manufacturer, elevated minimum 4 inches above grade, with minimum 1/4 inch space between doors.

1.08 WARRANTY
A. See Section 01 7800 - Closeout Submittals for additional warranty requirements.

B. Manufacturer Warranty: Provide 5-year manufacturer warranty covering materials and workmanship, including degradation or failure due to chemical contact. Complete forms in Owner's name and register with manufacturer.

PART 2 PRODUCTS

2.01 MANUFACTURERS
A. Molded Fiberglass Doors:

1. Therma-Tru; Fiberglass Classic-Craft: www.thermatru.com

2. Or approved equal.

2.02 DOOR AND FRAME ASSEMBLIES
A. Door and Frame Assemblies: Factory-fabricated, prepared and machined for hardware.

1. Surface Burning Characteristics: Flame spread index (FSI) of 0 to 25, Class A, and smoke developed index (SDI) of 450 or less, when tested in accordance with ASTM E84.

2. Flammability: Self-extinguishing when tested in accordance with ASTM D635.

3. Clearance Between Door and Frame: 1/8 inch, maximum.

4. Clearance Between Meeting Stiles of Pairs of Doors: 1/8 inch, maximum.

5. Clearance Between Bottom of Door and Finished Floor: 3/4 inch, maximum; not less than 1/4 inch clearance to threshold.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 08 1613
08 1613 Fiberglass Doors
01-20-2026 Page 3 of 4

2.03 COMPONENTS
A. Doors: fiberglass-reinforced thermoset composite,

1. Type: As indicated on drawings, including swinging doors.

2. Thickness: 1-3/4 inch, nominal.

3. Core Material: Urethane foam.

4. Collection: Classic Craft - Fir Grain (Basis of Design)

5. Construction:

6. Face Sheet Texture: Wood grain.

7. Door Panel Configuration: As indicated on drawings.

8. Subframe and Reinforcements: Manufacturer's standard materials.

9. Waterproof Integrity: Provide factory fabricated edges, cut-outs, and hardware preparations of fiberglass reinforced plastic (FRP); provide cut-outs with joints sealed independently of glazing, louver inserts, or trim.

10. Hardware Preparations: Factory reinforce, machine, and prepare for door hardware including field installed items; provide solid blocking for each item; field cutting, drilling or tapping is not permitted; obtain manufacturer's hardware templates for preparation as necessary.

B. Door Frames: Provide type in compliance with performance requirements specified for doors.

1. Type: Rot resistant frames provided by door manufacturer.

2. Surface: Buff Grained

3. Fire-Rated: As indicated, on drawings. Provide frames bearing labels to match doors.

2.04 FINISHES
A. Primer: Factory primed for field finishing. See 09 9113 and 09 9123

2.05 ACCESSORIES
A. Hardware: As specified in Section 08 7100.

PART 3 EXECUTION

3.01 EXAMINATION
A. Verify actual dimensions of openings by field measurements before door fabrication; show recorded measurements on shop drawings.

B. Do not begin installation until substrates have been properly prepared.

3.02 PREPARATION
A. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions.

B. Clean and prepare substrate in accordance with manufacturer's directions.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 08 1613
08 1613 Fiberglass Doors
01-20-2026 Page 4 of 4
C. Protect adjacent work and finish surfaces from damage during installation.

3.03 INSTALLATION
A. Install in accordance with manufacturer's instructions.

B. Install fire-rated assemblies in accordance with NFPA 80.

C. Install exterior doors in accordance with ASTM E2112.

D. Install door hardware as specified in Section 08 7100.

E. Set units plumb, level, and true-to-line, without warping or racking doors, and with specified clearances; anchor in place.

F. Set thresholds in continuous bed of sealant.

G. Separate aluminum and other metal surfaces from sources of corrosion of electrolytic action at points of contact with other materials.

3.04 ADJUSTING
A. Lubricate, test, and adjust doors to operate easily, free from warp, twist or distortion, and to fit watertight for entire perimeter.

B. Adjust hardware for smooth and quiet operation.

C. Adjust doors to fit snugly and close without sticking or binding.

3.05 CLEANING
A. Clean installed products in accordance with manufacturer’s instructions prior to owner’s acceptance.

3.06 PROTECTION
A. Protect installed products from damage until Date of Substantial Completion.

End of Section 08 1613
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 08 4313
08 4313 Aluminum-Framed Storefronts
01-20-2026 Page 1 of 8
Section 08 4313
Aluminum-Framed Storefronts
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Aluminum-framed storefront, with vision glass.

B. Aluminum doors and frames.

C. Weatherstripping.

D. Door hardware.

E. Perimeter sealant.

F. All required attachments, trim, and accessories to provide a complete installation.

1.02 RELATED REQUIREMENTS
A. Section 06 1000 - Rough Carpentry
B. Section 07 9200 - Joint Sealants: Sealing joints between frames and adjacent construction.

C. Section 07 9005 - Joint Sealers: Perimeter sealant and back-up materials.

D. Section 08 5113 - Aluminum Windows: Operable sash within glazing system.

E. Section 08 7100 - Door Hardware: Hardware items other than specified in this section.

F. Section 08 8000 - Glazing: Glass and glazing accessories.

G. Section 12 2113 - Horizontal Louver Blinds: Attachments to framing members.

1.03 REFERENCE STANDARDS
A. AAMA CW-10 - Care and Handling of Architectural Aluminum from Shop to Site; 2015.

B. AAMA 611 - Specification for Anodized Architectural Aluminum; 2024.

C. AAMA 2604 - Voluntary Specification, Performance Requirements and Test Procedures for High Performance Organic Coatings on Aluminum Extrusions and Panels (with Coil Coating Appendix); 2022.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 08 4313
08 4313 Aluminum-Framed Storefronts
01-20-2026 Page 2 of 8
D. ASCE 7 - Minimum Design Loads and Associated Criteria for Buildings and Other Structures; Most Recent Edition Cited by Referring Code or Reference Standard.

E. ASTM B221 - Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes; 2021.

F. ASTM B221M - Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes (Metric); 2021.

G. ASTM E283/E283M - Standard Test Method for Determining Rate of Air Leakage Through Exterior Windows, Skylights, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen; 2019.

H. ASTM E330/E330M - Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference; 2014 (Reapproved 2021).

1.04 ADMINISTRATIVE REQUIREMENTS
A. Coordinate with installation of other components that comprise the exterior enclosure.

1.05 PERFORMANCE REQUIREMENTS
A. Design and size components to withstand the following load requirements without damage or permanent set, when tested in accordance with ASTM E 330, using loads 1.5 times the design wind loads and 10 second duration of maximum load.

1. Design Wind Loads: Comply with requirements of California Building code. a. 70 mph wind speed, exposure C

2. Member Deflection: Limit member deflection to flexure limit of glass in any direction, with full recovery of glazing materials.

B. Movement: Accommodate movement between storefront and perimeter framing and deflection of lintel, without damage to components or deterioration of seals.

C. Air Infiltration: Limit air infiltration through assembly to 0.06 cu ft/min/sq ft of wall area, measured at a reference differential pressure across assembly of 1.57 psf as measured in accordance with ASTM E 283.

D. Water Leakage: None, when measured in accordance with ASTM E 331 with a test pressure difference of 6.00 lbf/sq ft.

E. System Internal Drainage: Drain to the exterior by means of a weep drainage network any water entering joints, condensation occurring in glazing channel, and migrating moisture occurring within system.

F. Expansion/Contraction: Provide for expansion and contraction within system components caused by cycling temperature range of 170 degrees F over a 12 hour period without causing detrimental effect to system components, anchorages, and other building elements.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 08 4313
08 4313 Aluminum-Framed Storefronts
01-20-2026 Page 3 of 8

1.06 SUBMITTALS
A. See Section 01 3300 - Submittals for submittal procedures.

B. Product Data: Provide component dimensions, describe components within assembly, anchorage and fasteners, glass and infill, door hardware, and internal drainage details.

C. Shop Drawings: Indicate system dimensions, framed opening requirements and tolerances, affected related work, expansion and contraction joint location and details, and field welding required.

D. Samples: Submit two samples 6 inches long illustrating finished aluminum surface .

1.07 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in performing work of type specified and with at least three years of documented experience.

B. Installer - The storefront installer shall be currently approved by the manufacturer, and have experience of at least five (5) years installing the selected system.

1.08 DELIVERY, STORAGE, AND HANDLING
A. Handle products of this section in accordance with AAMA CW-10.

B. Protect finished aluminum surfaces with wrapping. Do not use adhesive papers or sprayed coatings that bond to aluminum when exposed to sunlight or weather.

C. Replacements - In the event of damage, including water intrusion, immediately make all repairs and replacements necessary to the approval of the Architect and at no additional cost to the University.

1.09 FIELD CONDITIONS

1.10 WARRANTY
A. See Section 01 7800 - Closeout Submittals for additional warranty requirements.

B. Correct defective Work within a five year period after Date of Substantial Completion.

C. Provide five year manufacturer warranty against failure of glass seal on insulating glass units, including interpane dusting or misting. Include provision for replacement of failed units.

D. Provide five year manufacturer warranty against excessive degradation of exterior finish.

Include provision for replacement of units with excessive fading, chalking, or flaking.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 08 4313
08 4313 Aluminum-Framed Storefronts
01-20-2026 Page 4 of 8
PART 2 PRODUCTS

2.01 BASIS OF DESIGN -- FRAMING FOR INSULATING GLAZING
A. Center-Set Style, Thermally-Broken:

1. Basis of Design: Kawneer Trifab 451UT, 2 by 4-1/2 inch Storefront Center-Set Style, Thermally Broken: www.kawneer.com
a. Doors: 500T Wide Stile
B. Other Manufacturers: Provide either the product identified as "Basis of Design" or an equivalent product of one of the manufacturers listed below:

1. Arcadia, Inc; _____: www.arcadiainc.com/#sle.

C. Substitutions: See Section 01 6000 - Product Requirements.

1. For any product not identified as "Basis of Design", submit information as specified for substitutions.

2.02 MANUFACTURERS
A. All storefront and entrances system components shall be the product of a single manufacturer and represent an integrated system.

B. The aluminum storefront system was designed based on the product of Kawneer as a standard of quality.

2.03 ALUMINUM-FRAMED STOREFRONT
A. Glazing: Refer to Section 08 8000 Glazing.

B. Aluminum-Framed Storefront: Factory fabricated, factory finished aluminum framing members with infill, and related flashings, anchorage and attachment devices.

1. Condensation Resistance Factor: 40 minimum

2. Finish: Class I color anodized.
a. Factory finish all surfaces that will be exposed in completed assemblies.

3. Finish Color: Medium bronze.

4. Fabrication: Joints and corners flush, hairline, and weatherproof, accurately fitted and secured; prepared to receive anchors and hardware; fasteners and attachments concealed from view; reinforced as required for imposed loads.

5. Construction: Eliminate noises caused by wind and thermal movement, prevent vibration harmonics, and prevent "stack effect" in internal spaces.

6. System Internal Drainage: Drain to the exterior by means of a weep drainage network any water entering joints, condensation occurring in glazing channel, and migrating moisture occurring within system.

7. Expansion/Contraction: Provide for expansion and contraction within system components caused by cycling temperature range of 170 degrees F over a 12 hour period without causing detrimental effect to system components, anchorages, and other building elements.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 08 4313
08 4313 Aluminum-Framed Storefronts
01-20-2026 Page 5 of 8

8. Movement: Allow for movement between storefront and adjacent construction, without damage to components or deterioration of seals.

9. Perimeter Clearance: Minimize space between framing members and adjacent construction while allowing expected movement.

C. Performance Requirements

1. Wind Loads: Design and size components to withstand the specified load requirements without damage or permanent set, when tested in accordance with ASTM E330/E330M, using loads 1.5 times the design wind loads and 10 second duration of maximum load. a. Design Wind Loads: Comply with requirements of ASCE 7. b. Member Deflection: Limit member deflection to 1/175 in any direction, with full recovery of glazing materials.

2. Air Leakage: 0.06 cfm/sq ft maximum leakage of storefront wall area when tested in accordance with ASTM E283/E283M at 1.57 psf pressure difference.

2.04 COMPONENTS
A. Aluminum Framing Members: Tubular aluminum sections, thermally broken with interior section insulated from exterior, drainage holes and internal weep drainage system.

1. Framing members for interior applications need not be thermally broken.

2. Fabrication Method – Shearblock or equal. Use of exposed fasteners and stacking system with receptor sill not acceptable.

3. Glazing Stops: Flush.

B. Doors: Glazed aluminum. Series 500 wide Stile

1. Thickness: 1 3/4 inches.

2. Top Rail: 6 inches wide.

3. Vertical Stiles: 6 inches wide.

4. Bottom Rail: 10 inches wide.

5. Glazing Stops: Square.

6. Finish: Same as storefront.

7. Pull Handles: See Section 08 7100

8. Hinges: Kawneer 4 1/2 x4 ball bearing butt hinge with non-removable pin or equal electrified hinge where required.

9. Exit Device: See Section 08 7100
C. End Closure at Wood Framed Partition Wall: Mullion Mate Series 30 (Gordon Inc)

1. Installation: Wall to mullion with wall end cap

2. Finish: Match Storefront

3. Acoustic Rating: 39 STC

2.05 MATERIALS
A. Extruded Aluminum: ASTM B221 (ASTM B221M).

B. Fasteners: Stainless steel.

C. Perimeter Sealant: Type _____ specified in Section 07 9005.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 08 4313
08 4313 Aluminum-Framed Storefronts
01-20-2026 Page 6 of 8
D. Glazing Gaskets: Type to suit application to achieve weather, moisture, and air infiltration requirements.

2.06 FINISHES
A. Comply with AA DAF-45 for aluminum finishes required.

B. Class I Color Anodized Finish: AAMA 611 AA-M12C22A42 Integrally colored anodic coating not less than 0.7 mils thick.

2.07 HARDWARE
A. General: Refer to Section 08710 “Door Hardware” for requirements for hardware items other than those indicated to be provided by the aluminum entrance manufacturer.

1. Coordinate with hardware provider regarding electronic access control - provide components required for a complete system.

B. Provide heavy-duty hardware units as indicated, scheduled, or required for operation of each door, including the following items of sizes, number, and type recommended by manufacturer for service required; finish to match door.

1. Weatherstripping: Wool pile, continuous and replaceable; provide on all doors.

2. Sill Sweep Strips: Resilient seal type, retracting, of neoprene; provide on all doors.

2.08 FABRICATION
A. Touch-up surfaces cut during fabrication so that no natural aluminum is visible in completed assemblies, including joint edges.

B. Develop drainage holes with moisture pattern to exterior.

PART 3 EXECUTION

3.01 EXAMINATION
A. Verify dimensions, tolerances, and method of attachment with other work.

B. Verify that storefront wall openings and adjoining water-resistive and/or air barrier seal materials are ready to receive work of this section.

3.02 INSTALLATION
A. Install wall system in accordance with manufacturer's instructions.

B. Attach to structure to permit sufficient adjustment to accommodate construction tolerances and other irregularities.

C. Provide alignment attachments and shims to permanently fasten system to building structure.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 08 4313
08 4313 Aluminum-Framed Storefronts
01-20-2026 Page 7 of 8
D. Align assembly plumb and level, free of warp or twist. Maintain assembly dimensional tolerances, aligning with adjacent work.

E. Provide thermal isolation where components penetrate or disrupt building insulation.

F. Install sill flashings. Turn up ends and edges; seal to adjacent work to form water tight dam.

G. Where fasteners penetrate sill flashings, make watertight by seating and sealing fastener heads to sill flashing.

H. Coordinate attachment and seal of perimeter air and vapor barrier materials.

I. Pack fibrous insulation in shim spaces at perimeter of assembly to maintain continuity of thermal barrier.

J. Install hardware using templates provided.

K. Install glass and infill panels using glazing method required to achieve performance criteria; see Section 08 8000.

L. Install perimeter sealant in accordance with Section 07 9005.

M. Touch-up minor damage to factory applied finish; replace components that cannot be satisfactorily repaired.

3.03 TOLERANCES
A. Maximum Variation from Plumb: 0.06 inch per 3 feet non-cumulative or 0.06 inch per 10 feet, whichever is less.

B. Maximum Misalignment of Two Adjoining Members Abutting in Plane: 1/32 inch.

3.04 ADJUSTING
A. Adjust operating hardware and sash for smooth operation.

B. Opening force for doors not to exceed 5 lbs of force

3.05 CLEANING
A. Remove protective material from pre-finished aluminum surfaces.

B. Remove excess sealant by method acceptable to sealant manufacturer.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 08 4313
08 4313 Aluminum-Framed Storefronts
01-20-2026 Page 8 of 8

3.06 PROTECTION
A. Protect installed products from damage until Date of Substantial Completion.

END OF SECTION 08 4313
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 08 5313
08 5313 Vinyl Windows
01-20-2026 Page 1 of 4
Section 08 5313
Vinyl Windows
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Vinyl-framed, factory-glazed windows.

B. Operating hardware.

C. Insect screens.

1.02 RELATED REQUIREMENTS
A. Section 07 2500 - Weather Barriers: Sealing frames to water-resistive barrier installed on adjacent construction.

B. Section 07 9200 - Joint Sealants: Sealing joints between frames and adjacent construction.

1.03 REFERENCE STANDARDS
A. AAMA 701/702 - Performance Specification for Pile Weatherstrips (AAMA 701) and Polymer Weatherseals (AAMA 702); 2023.

B. ADA Standards - 2010 ADA Standards for Accessible Design; 2010.

C. ASTM E783 - Standard Test Method for Field Measurement of Air Leakage Through Installed Exterior Windows and Doors; 2002 (Reapproved 2018).

D. ASTM E2112 - Standard Practice for Installation of Exterior Windows, Doors and Skylights; 2023.

1.04 SUBMITTALS
A. See Section 01 3300 - Submittals for submittal procedures.

B. Product Data: Provide component dimensions, anchors, fasteners, glass, and internal drainage.

C. Shop Drawings: Indicate opening dimensions, framed opening tolerances, affected related work, and installation requirements.

D. Samples: Two samples, 6 by 6 inch in size, showing window frame section.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 08 5313
08 5313 Vinyl Windows
01-20-2026 Page 2 of 4
E. Test Reports: Prior to submitting shop drawings or starting fabrication, submit test report(s) by independent testing agency showing compliance with performance requirements in excess of those prescribed by specified grade.

1.05 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing products specified in this section, with minimum 5 years of documented experience.

1.06 DELIVERY, STORAGE, AND HANDLING
A. Protect finished surfaces with wrapping. Do not use adhesive papers or sprayed coatings that bond when exposed to sunlight or weather.

B. Jig, brace, and box the window frame assemblies for transport to minimize flexing of members or joints.

1.07 FIELD CONDITIONS
A. Do not install sealants when ambient temperature is less than 40 degrees F.

B. Maintain this minimum temperature during and after installation of sealants.

1.08 WARRANTY
A. See Section 01 7800 - Closeout Submittals for additional warranty requirements.

B. Manufacturer's Warranty: Provide thirty year manufacturer warranty for insulated glass units from seal failure, interpane dusting or misting, and replacement of same. Include coverage for degradation of vinyl color finish. Complete form in Owner's name and register with manufacturer.

PART 2 PRODUCTS

2.01 MANUFACTURERS
A. Vinyl Windows:

1. Milgard Manufacturing, LLC; Style Line Series V250: www.milgard.com.

2. Substitutions: See Section 01 6000 - Product Requirements.

2.02 DESCRIPTION

2.03 COMPONENTS
A. Glazing: Insulated double pane, annealed glass, clear, low-E coated, krypton filled, birdfriendly, with thermoplastic warm-edge spacer, with glass thicknesses as recommended by manufacturer for specified wind conditions and acoustic rating indicated.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 08 5313
08 5313 Vinyl Windows
01-20-2026 Page 3 of 4
B. Frame Depth: 2-11/16 inches.

C. Operable Sash Weatherstripping: Wool pile; permanently resilient, profiled to maintain weather seal in accordance with AAMA 701/702.

D. Fasteners: Stainless steel.

E. Accessories: Provide related flashings, anchorage and attachment devices as necessary for full assembly. Refer to 07 2500 for Rainbuster Flashing at Windows

2.04 HARDWARE
A. Horizontal Sliding Sash: Rigid PVC interfacing tracks with dual brass wheel and stainless steel axle assembly housing, provide two sets for each operating sash and opening stops in head and sill track as required.

B. Vertical Sliding Sash: Metal and nylon spiral friction slide cylinder, provide two for each sash and jamb.

C. Sash lock: Lever handle and keeper with cam lock, provide one, minimum, for each operating sash.

1. Comply with ADA Standards for operating hardware.

D. Finish of Exposed Hardware: Baked enamel, match interior sash and frame color.

PART 3 EXECUTION

3.01 INSTALLATION
A. Install window unit assemblies in accordance with manufacturers instructions and applicable building codes.

B. Attach window frame and shims to perimeter opening to accommodate construction tolerances and other irregularities as necessary.

C. Align window plumb and level, free of warp or twist, and maintain dimensional tolerances and alignment with adjacent work.

3.02 ADJUSTING
A. Adjust hardware for smooth operation and secure weathertight closure.

3.03 CLEANING
A. Wash surfaces by method recommended and acceptable to window manufacturer; rinse and wipe surfaces clean.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 08 5313
08 5313 Vinyl Windows
01-20-2026 Page 4 of 4
B. Remove excess glazing sealant by moderate use of mineral spirits or other solvent acceptable to sealant manufacturer and appropriate for application indicated.

END OF SECTION 08 5313
-RE1DPH
$UQHLOO5RDG$IIRUGDEOH+RXVLQJ
-RE1XPEHU
+6 6HFWLRQ

3DJHRI
6(&7,21±'225+$5':$5(
3$57*(1(5$/
5(/$7(''2&80(176
$ 'UDZLQJVDQGJHQHUDOSURYLVLRQVRIWKH&RQWUDFWLQFOXGLQJ*HQHUDODQG6XSSOHPHQWDU\&RQGLWLRQVDQG 'LYLVLRQ6SHFLILFDWLRQ6HFWLRQVDSSO\WRWKLV6HFWLRQ 6800$5<
$ 6HFWLRQLQFOXGHV

0HFKDQLFDODQGHOHFWULILHGGRRUKDUGZDUHIRU

D 6ZLQJLQJGRRUV
E 6OLGLQJGRRUV
(OHFWURQLFDFFHVVFRQWUROV\VWHPFRPSRQHQWVLQFOXGLQJ
D (OHFWURQLFDFFHVVFRQWUROGHYLFHV
% ([FOXVLRQV
8QOHVVVSHFLILFDOO\OLVWHGLQKDUGZDUHVHWVKDUGZDUHLVQRWVSHFLILHGLQWKLVVHFWLRQIRU
:LQGRZV
&DELQHWV

FDVHZRUN
LQFOXGLQJORFNVLQFDELQHWV
6LJQDJH
7RLOHWDFFHVVRULHV
2YHUKHDGGRRUV
,QVWDOODWLRQ
5RXJKKDUGZDUH
&RQGXLWMXQFWLRQER[HV ZLULQJ

)ROGLQJSDUWLWLRQVH[FHSWF\OLQGHUVZKHUHGHWDLOHG 6OLGLQJDOXPLQXPGRRUVH[FHSWF\OLQGHUVZKHUHGHWDLOHG $FFHVVGRRUVDQGSDQHOVH[FHSWF\OLQGHUVZKHUHGHWDLOHG & 5HODWHG6HFWLRQV

'LYLVLRQ6HFWLRQ³$OWHUQDWHV´IRUDOWHUQDWHVDIIHFWLQJWKLVVHFWLRQ 'LYLVLRQ6HFWLRQ³-RLQW6HDODQWV´IRUVHDODQWUHTXLUHPHQWVDSSOLFDEOHWRWKUHVKROGLQVWDOODWLRQ VSHFLILHGLQWKLVVHFWLRQ
'LYLVLRQ
VHFWLRQVIRUWRXFKXSILQLVKLQJRUUHILQLVKLQJRIH[LVWLQJRSHQLQJVPRGLILHGE\WKLVVHFWLRQ KDUGZDUHDWRSHQLQJVLQGLFDWHGWRUHFHLYHUDGLDWLRQSURWHFWLRQ 'LYLVLRQVHFWLRQVIRUFRQQHFWLRQVWRHOHFWULFDOSRZHUV\VWHPDQGIRUORZYROWDJHZLULQJ 'LYLVLRQVHFWLRQVIRUFRRUGLQDWLRQZLWKRWKHUFRPSRQHQWVRIHOHFWURQLFDFFHVVFRQWUROV\VWHP 5()(5(1&(6
$ 8/8QGHUZULWHUV/DERUDWRULHV
8/%)LUH7HVWRI'RRU$VVHPEOLHV
-RE1DPH
$UQHLOO5RDG$IIRUGDEOH+RXVLQJ
-RE1XPEHU
+6 6HFWLRQ

3DJHRI
8/&3RVLWLYH3UHVVXUH7HVWRI)LUH'RRU$VVHPEOLHV 8/$LU/HDNDJH7HVWVRI'RRU$VVHPEOLHV
8/3DQLF+DUGZDUH
% $16,$PHULFDQ1DWLRQDO6WDQGDUGV,QVWLWXWH
$16,%+0$$$
DQG$16,%+0$$6WDQGDUGVIRU+DUGZDUHDQG6SHFLDOWLHV & &DOLIRUQLD&RGHRI5HJXODWLRQV
7LWOH
&DOLIRUQLD%XLOGLQJ6WDQGDUGV&RGH
68%0,77$/6
$ *HQHUDO

6XEPLWLQDFFRUGDQFHZLWK&RQGLWLRQVRI&RQWUDFWDQG'LYLVLRQUHTXLUHPHQWV % $FWLRQ6XEPLWWDOV

3URGXFW'DWD
3URGXFWGDWDLQFOXGLQJPDQXIDFWXUHUV¶WHFKQLFDOSURGXFWGDWDIRUHDFKLWHPRIGRRU KDUGZDUHLQVWDOODWLRQLQVWUXFWLRQVPDLQWHQDQFHRIRSHUDWLQJSDUWVDQGILQLVKDQGRWKHULQIRUPDWLRQ QHFHVVDU\WRVKRZFRPSOLDQFHZLWKUHTXLUHPHQWV
5LVHUDQG:LULQJ'LDJUDPV
$IWHUILQDODSSURYDORIKDUGZDUHVFKHGXOHVXEPLWGHWDLOVRIHOHFWULILHG GRRUKDUGZDUHLQGLFDWLQJ

D :LULQJ'LDJUDPV
)RUSRZHUVLJQDODQGFRQWUROZLULQJDQGLQFOXGLQJ

'HWDLOVRILQWHUIDFHRIHOHFWULILHGGRRUKDUGZDUHDQGEXLOGLQJVDIHW\DQGVHFXULW\V\VWHPV
6FKHPDWLFGLDJUDPRIV\VWHPVWKDWLQWHUIDFHZLWKHOHFWULILHGGRRUKDUGZDUH
3RLQWWRSRLQWZLULQJ

5LVHUV
6DPSOHVIRU9HULILFDWLRQ
,IUHTXHVWHGE\$UFKLWHFWVXEPLWSURGXFWLRQVDPSOHRUVDPSOHLQVWDOODWLRQV RIHDFKW\SHRIH[SRVHGKDUGZDUHXQLWLQILQLVKLQGLFDWHGDQGWDJJHGZLWKIXOOGHVFULSWLRQIRU FRRUGLQDWLRQZLWKVFKHGXOH
D 6DPSOHVZLOOEHUHWXUQHGWRVXSSOLHULQOLNHQHZFRQGLWLRQ8QLWVWKDWDUHDFFHSWDEOHWR$UFKLWHFW PD\DIWHUILQDOFKHFNRIRSHUDWLRQVEHLQFRUSRUDWHGLQWR:RUNZLWKLQOLPLWDWLRQVRINH\ FRRUGLQDWLRQUHTXLUHPHQWV
'RRU+DUGZDUH6FKHGXOH
6XEPLWVFKHGXOHZLWKKDUGZDUHVHWVLQYHUWLFDOIRUPDWDVLOOXVWUDWHGE\ 6HTXHQFHRI)RUPDWIRUWKH+DUGZDUH6FKHGXOHDVSXEOLVKHGE\WKH'RRUDQG+DUGZDUH,QVWLWXWH ,QGLFDWHFRPSOHWHGHVLJQDWLRQVRIHDFKLWHPUHTXLUHGIRUHDFKGRRURURSHQLQJLQFOXGH
D 'RRU,QGH[
LQFOXGHGRRUQXPEHUKHDGLQJQXPEHUDQG$UFKLWHFWVKDUGZDUHVHWQXPEHU E 2SHQLQJ/RFN)XQFWLRQ6SUHDGVKHHW
/LVWORFNLQJGHYLFHDQGIXQFWLRQIRUHDFKRSHQLQJ
F 7\SHVW\OHIXQFWLRQVL]HDQGILQLVKRIHDFKKDUGZDUHLWHP G 1DPHDQGPDQXIDFWXUHURIHDFKLWHP
H )DVWHQLQJVDQGRWKHUSHUWLQHQWLQIRUPDWLRQ
I /RFDWLRQRIHDFKKDUGZDUHVHWFURVVUHIHUHQFHGWRLQGLFDWLRQVRQ'UDZLQJV J ([SODQDWLRQRIDOODEEUHYLDWLRQVV\PEROVDQGFRGHVFRQWDLQHGLQVFKHGXOH K 0RXQWLQJORFDWLRQVIRUKDUGZDUH
L 'RRUDQGIUDPHVL]HVDQGPDWHULDOV
M 1DPHDQGSKRQHQXPEHUIRUORFDOPDQXIDFWXUHU
VUHSUHVHQWDWLYHIRUHDFKSURGXFW
N 2SHUDWLRQDO'HVFULSWLRQRIRSHQLQJVZLWKDQ\HOHFWULILHGKDUGZDUH ORFNVH[LWVHOHFWURPDJQHWLF
ORFNVHOHFWULFVWULNHVDXWRPDWLFRSHUDWRUVGRRUSRVLWLRQVZLWFKHVPDJQHWLFKROGHUVRU -RE1DPH
$UQHLOO5RDG$IIRUGDEOH+RXVLQJ
-RE1XPEHU
+6 6HFWLRQ

3DJHRI
FORVHUKROGHUXQLWVDQGDFFHVVFRQWUROFRPSRQHQWV
2SHUDWLRQDOGHVFULSWLRQVKRXOGLQFOXGHKRZ
GRRUZLOORSHUDWHRQHJUHVVLQJUHVVDQGILUHDQGVPRNHDODUPFRQQHFWLRQ
6XEPLWWDO6HTXHQFH
6XEPLWGRRUKDUGZDUHVFKHGXOHFRQFXUUHQWZLWKVXEPLVVLRQVRI 3URGXFW'DWD6DPSOHVDQG6KRS'UDZLQJV&RRUGLQDWHVXEPLVVLRQRIGRRUKDUGZDUH VFKHGXOHZLWKVFKHGXOLQJUHTXLUHPHQWVRIRWKHUZRUNWRIDFLOLWDWHIDEULFDWLRQRIRWKHUZRUN WKDWLVFULWLFDOLQ3URMHFWFRQVWUXFWLRQVFKHGXOH
.H\6FKHGXOH

D ,QLWLDWHDQGFRQGXFWPHHWLQJ
V
ZLWK2ZQHUUHSUHVHQWDWLYHVDQGKDUGZDUHVXSSOLHUWRGHWHUPLQH V\VWHPNH\ZD\
V
NH\ERZVW\OHVVWUXFWXUHVWDPSLQJGHJUHHRISK\VLFDOVHFXULW\DQGGHJUHHRI JHRJUDSKLFH[FOXVLYLW\)XUQLVK2ZQHU¶VZULWWHQDSSURYDORIWKHV\VWHP GRQRWRUGHUNH\VRU
F\OLQGHUVZLWKRXWZULWWHQFRQILUPDWLRQRIDFWXDOUHTXLUHPHQWVIURPWKH2ZQHU E $IWHU.H\LQJ&RQIHUHQFHSURYLGHNH\LQJVFKHGXOHOLVWLQJOHYHOVRINH\LQJDVZHOODVH[SODQDWLRQ RINH\V\VWHP
VIXQFWLRQNH\V\PEROVXVHGDQGGRRUQXPEHUVFRQWUROOHG F 8VH$16,%+0$$³5HFRPPHQGHG3UDFWLFHVIRU.H\LQJ6\VWHPV´DVJXLGHOLQHIRU QRPHQFODWXUHGHILQLWLRQVDQGDSSURDFKIRUVHOHFWLQJRSWLPDONH\LQJV\VWHP G 3URYLGHFRSLHVRINH\LQJVFKHGXOHIRUUHYLHZSUHSDUHGDQGGHWDLOHGLQDFFRUGDQFHZLWK UHIHUHQFHG'+,SXEOLFDWLRQ,QFOXGHVFKHPDWLFNH\LQJGLDJUDPDQGLQGH[HDFKNH\WRXQLTXH GRRUGHVLJQDWLRQV
H ,QGH[NH\LQJVFKHGXOHE\GRRUQXPEHUNH\VHWKDUGZDUHKHDGLQJQXPEHUFURVVNH\LQJ LQVWUXFWLRQVDQGVSHFLDONH\VWDPSLQJLQVWUXFWLRQV
I 3URYLGHRQHFRPSOHWHELWWLQJOLVWRINH\FXWVDQGRQHNH\V\VWHPVFKHPDWLFLOOXVWUDWLQJV\VWHP XVDJHDQGH[SDQVLRQ

)RUZDUGELWWLQJOLVWNH\FXWVDQGNH\V\VWHPVFKHPDWLFGLUHFWO\WR2ZQHUE\PHDQVDV GLUHFWHGE\2ZQHU
7HPSODWHV
$IWHUILQDODSSURYDORIKDUGZDUHVFKHGXOHSURYLGHWHPSODWHVIRUGRRUVIUDPHVDQGRWKHU ZRUNVSHFLILHGWREHIDFWRU\SUHSDUHGIRUGRRUKDUGZDUHLQVWDOODWLRQ & ,QIRUPDWLRQDO6XEPLWWDOV

4XDOLILFDWLRQ'DWD
)RU6XSSOLHUDQG,QVWDOOHU
3URGXFW&HUWLILFDWHVIRUHOHFWULILHGGRRUKDUGZDUHVLJQHGE\PDQXIDFWXUHU
D &HUWLI\WKDWGRRUKDUGZDUHDSSURYHGIRUXVHRQW\SHVDQGVL]HVRIODEHOHGILUHUDWHGGRRUV FRPSOLHVZLWKOLVWHGILUHUDWHGGRRUDVVHPEOLHV
&HUWLILFDWHVRI&RPSOLDQFH

D (OHFWULILHG+DUGZDUH&RRUGLQDWLRQ&RQIHUHQFH&HUWLILFDWLRQ /HWWHURIFRPSOLDQFHVLJQHGE\
&RQWUDFWRUDWWHVWLQJWRFRPSOHWLRQRIHOHFWULILHGKDUGZDUHFRRUGLQDWLRQFRQIHUHQFHVSHFLILHGLQ ³48$/,7<$6685$1&(´DUWLFOHKHUHLQ
:DUUDQW\
6SHFLDOZDUUDQW\VSHFLILHGLQWKLV6HFWLRQ
' &ORVHRXW6XEPLWWDOV

2SHUDWLRQVDQG0DLQWHQDQFH'DWD
3URYLGHLQDFFRUGDQFHZLWK'LYLVLRQDQGLQFOXGH

D &RPSOHWHLQIRUPDWLRQRQFDUHPDLQWHQDQFHDQGDGMXVWPHQW GDWDRQUHSDLUDQGUHSODFHPHQW
SDUWVDQGLQIRUPDWLRQRQSUHVHUYDWLRQRIILQLVKHV
E &DWDORJSDJHVIRUHDFKSURGXFW
F 1DPHDGGUHVVDQGSKRQHQXPEHURIORFDOUHSUHVHQWDWLYHIRUHDFKPDQXIDFWXUHU G )LQDODSSURYHGKDUGZDUHVFKHGXOHHGLWHGWRUHIOHFWFRQGLWLRQVDVLQVWDOOHG H )LQDONH\LQJVFKHGXOH
-RE1DPH
$UQHLOO5RDG$IIRUGDEOH+RXVLQJ
-RE1XPEHU
+6 6HFWLRQ

3DJHRI
I $VLQVWDOOHGZLULQJGLDJUDPVIRUHDFKRSHQLQJFRQQHFWHGWRSRZHUERWKORZYROWDJHDQG YROWV
J &RS\RIZDUUDQWLHVLQFOXGLQJDSSURSULDWHUHIHUHQFHQXPEHUVIRUPDQXIDFWXUHUVWRLGHQWLI\ SURMHFW
48$/,7<$6685$1&(
$ 3URGXFW6XEVWLWXWLRQV
&RPSO\ZLWKSURGXFWUHTXLUHPHQWVVWDWHGLQ'LYLVLRQDQGDVVSHFLILHGKHUHLQ :KHUHVSHFLILFPDQXIDFWXUHU¶VSURGXFWLVQDPHGDQGDFFRPSDQLHGE\³2ZQHU6WDQGDUG´LQFOXGLQJ PDNHRUPRGHOQXPEHURURWKHUGHVLJQDWLRQSURYLGHSURGXFWVSHFLILHG 1RWH
&HUWDLQSURGXFWVKDYH
EHHQVHOHFWHGIRUWKHLUXQLTXHFKDUDFWHULVWLFVDQGSDUWLFXODUSURMHFWVXLWDELOLW\
D :KHUHQRDGGLWLRQDOSURGXFWVRUPDQXIDFWXUHUVDUHOLVWHGLQSURGXFWFDWHJRU\UHTXLUHPHQWVIRU ³2ZQHU6WDQGDUG´JRYHUQSURGXFWVHOHFWLRQ
:KHUHSURGXFWVLQGLFDWH³DFFHSWDEOHPDQXIDFWXUHUV´RU³DFFHSWDEOHPDQXIDFWXUHUVDQGSURGXFWV´ SURYLGHSURGXFWIURPVSHFLILHGPDQXIDFWXUHUVVXEMHFWWRFRPSOLDQFHZLWKVSHFLILHGUHTXLUHPHQWV DQG³6LQJOH6RXUFH5HVSRQVLELOLW\´UHTXLUHPHQWVVWDWHGKHUHLQ % 6XSSOLHU4XDOLILFDWLRQVDQG5HVSRQVLELOLWLHV
5HFRJQL]HGDUFKLWHFWXUDOKDUGZDUHVXSSOLHUZLWKUHFRUGRI VXFFHVVIXOLQVHUYLFHSHUIRUPDQFHIRUVXSSO\LQJGRRUKDUGZDUHVLPLODULQTXDQWLW\W\SHDQGTXDOLW\WR WKDWLQGLFDWHGIRUWKLV3URMHFW
6FKHGXOLQJ5HVSRQVLELOLW\
3UHSDUDWLRQRIGRRUKDUGZDUHDQGNH\LQJVFKHGXOHV
(QJLQHHULQJ5HVSRQVLELOLW\
3UHSDUDWLRQRIGDWDIRUHOHFWULILHGGRRUKDUGZDUHLQFOXGLQJ6KRS 'UDZLQJVEDVHGRQWHVWLQJDQGHQJLQHHULQJDQDO\VLVRIPDQXIDFWXUHU VVWDQGDUGXQLWVLQDVVHPEOLHV
VLPLODUWRWKRVHLQGLFDWHGIRUWKLV3URMHFW
&RRUGLQDWLRQ5HVSRQVLELOLW\
&RRUGLQDWHLQVWDOODWLRQRIHOHFWURQLFVHFXULW\KDUGZDUHZLWK$UFKLWHFW DQGHOHFWULFDOHQJLQHHUVDQGSURYLGHLQVWDOODWLRQDQGWHFKQLFDOGDWDWR$UFKLWHFWDQGRWKHUUHODWHG VXEFRQWUDFWRUV
D 8SRQFRPSOHWLRQRIHOHFWURQLFVHFXULW\KDUGZDUHLQVWDOODWLRQLQVSHFWDQGYHULI\WKDWDOO FRPSRQHQWVDUHZRUNLQJSURSHUO\
& ,QVWDOOHU4XDOLILFDWLRQV
4XDOLILHGWUDGHVPHQVNLOOHGLQDSSOLFDWLRQRIFRPPHUFLDOJUDGHKDUGZDUHZLWK UHFRUGRIVXFFHVVIXOLQVHUYLFHSHUIRUPDQFHIRULQVWDOOLQJGRRUKDUGZDUHVLPLODULQTXDQWLW\W\SHDQG TXDOLW\WRWKDWLQGLFDWHGIRUWKLV3URMHFW
' 6LQJOH6RXUFH5HVSRQVLELOLW\
2EWDLQHDFKW\SHRIGRRUKDUGZDUHIURPVLQJOHPDQXIDFWXUHU 3URYLGHHOHFWULILHGGRRUKDUGZDUHIURPVDPHPDQXIDFWXUHUDVPHFKDQLFDOGRRUKDUGZDUHXQOHVV RWKHUZLVHLQGLFDWHG
0DQXIDFWXUHUVWKDWSHUIRUPHOHFWULFDOPRGLILFDWLRQVDQGWKDWDUHOLVWHGE\WHVWLQJDQGLQVSHFWLQJ DJHQF\DFFHSWDEOHWRDXWKRULWLHVKDYLQJMXULVGLFWLRQDUHDFFHSWDEOH ( )LUH5DWHG'RRU2SHQLQJV
3URYLGHGRRUKDUGZDUHIRUILUHUDWHGRSHQLQJVWKDWFRPSOLHVZLWK1)3$ DQGUHTXLUHPHQWVRIDXWKRULWLHVKDYLQJMXULVGLFWLRQ3URYLGHRQO\LWHPVRIGRRUKDUGZDUHWKDWDUHOLVWHG DQGDUHLGHQWLFDOWRSURGXFWVWHVWHGE\8QGHUZULWHUV/DERUDWRULHV,QWHUWHN7HVWLQJ6HUYLFHVRURWKHU WHVWLQJDQGLQVSHFWLQJRUJDQL]DWLRQVDFFHSWDEOHWRDXWKRULWLHVKDYLQJMXULVGLFWLRQIRUXVHRQW\SHVDQG VL]HVRIGRRUVLQGLFDWHGEDVHGRQWHVWLQJDWSRVLWLYHSUHVVXUHDQGDFFRUGLQJWR1)3$RU8/& DQGLQFRPSOLDQFHZLWKUHTXLUHPHQWVRIILUHUDWHGGRRUDQGGRRUIUDPHODEHOV ) 6PRNHDQG'UDIW&RQWURO'RRU$VVHPEOLHV
:KHUHVPRNHDQGGUDIWFRQWUROGRRUDVVHPEOLHVDUH
UHTXLUHGSURYLGHGRRUKDUGZDUHWKDWPHHWVUHTXLUHPHQWVRIDVVHPEOLHVWHVWHGDFFRUGLQJWR8/ DQGLQVWDOOHGLQFRPSOLDQFHZLWK1)3$
-RE1DPH
$UQHLOO5RDG$IIRUGDEOH+RXVLQJ
-RE1XPEHU
+6 6HFWLRQ

3DJHRI
$LU/HDNDJH5DWH
0D[LPXPDLUOHDNDJHRIFIPVTIW
FXPSHUPLQXWHVTP
DWWHVWHG
SUHVVXUHGLIIHUHQWLDORILQFKZJ
3D
RIZDWHU
* (OHFWULILHG'RRU+DUGZDUH
/LVWHGDQGODEHOHGDVGHILQHGLQ1)3$$UWLFOHE\WHVWLQJDJHQF\ DFFHSWDEOHWRDXWKRULWLHVKDYLQJMXULVGLFWLRQ
+ 0HDQVRI(JUHVV'RRUV
/DWFKHVGRQRWUHTXLUHPRUHWKDQOEV
1
WRUHOHDVHODWFK/RFNVGRQRW
UHTXLUHXVHRINH\WRRORUVSHFLDONQRZOHGJHIRURSHUDWLRQ , $FFHVVLELOLW\5HTXLUHPHQWV
)RUGRRUKDUGZDUHRQGRRUVLQDQDFFHVVLEOHURXWHFRPSO\ZLWKJRYHUQLQJ DFFHVVLELOLW\UHJXODWLRQVFLWHGLQ³5()(5(1&(6´DUWLFOHKHUHLQ 3URYLGHRSHUDWLQJGHYLFHVWKDWGRQRWUHTXLUHWLJKWJUDVSLQJSLQFKLQJRUWZLVWLQJRIZULVWDQGWKDW RSHUDWHZLWKIRUFHRIQRWPRUHWKDQOEV
1

0D[LPXPRSHQLQJIRUFHUHTXLUHPHQWV

D ,QWHULRU1RQ)LUH5DWHG+LQJHG'RRUV
OEV
1
DSSOLHGSHUSHQGLFXODUWRGRRU
E 6OLGLQJRU)ROGLQJ'RRUV
OEV
1
DSSOLHGSDUDOOHOWRGRRUDWODWFK
F )LUH'RRUV
7KHPLQLPXPRSHQLQJIRUFHDOORZDEOHE\WKHDSSURSULDWHDGPLQLVWUDWLYHDXWKRULW\ QRWWRH[FHHGOEV
1

%HYHOUDLVHGWKUHVKROGVZLWKVORSHRIQRWPRUHWKDQ 3URYLGHWKUHVKROGVQRWPRUHWKDQLQFK

PP
KLJK
$GMXVWFORVHUVRWKDWWKHWLPHUHTXLUHGWRPRYHWKHGRRUIURPWKH GHJUHHSRVLWLRQWRGHJUHHV
IURPWKHODWFKLVVHFRQGVPLQLPXP
- 3UHLQVWDOODWLRQ&RQIHUHQFH
&RQGXFWFRQIHUHQFHDW3URMHFWVLWHWRFRPSO\ZLWKUHTXLUHPHQWVLQ 'LYLVLRQ
5HYLHZDQGILQDOL]HFRQVWUXFWLRQVFKHGXOHDQGYHULI\DYDLODELOLW\RIPDWHULDOV,QVWDOOHU VSHUVRQQHO
HTXLSPHQWDQGIDFLOLWLHVQHHGHGWRPDNHSURJUHVVDQGDYRLGGHOD\V ,QVSHFWDQGGLVFXVVSUHSDUDWRU\ZRUNSHUIRUPHGE\RWKHUWUDGHV ,QVSHFWDQGGLVFXVVHOHFWULFDOURXJKLQJLQIRUHOHFWULILHGGRRUKDUGZDUH 5HYLHZVHTXHQFHRIRSHUDWLRQIRUHDFKW\SHRIHOHFWULILHGGRRUKDUGZDUH 5HYLHZUHTXLUHGWHVWLQJLQVSHFWLQJDQGFHUWLI\LQJSURFHGXUHV . &RRUGLQDWLRQ&RQIHUHQFHV

,QVWDOODWLRQ&RRUGLQDWLRQ&RQIHUHQFH
3ULRUWRKDUGZDUHLQVWDOODWLRQVFKHGXOHDQGKROGPHHWLQJWR UHYLHZTXHVWLRQVRUFRQFHUQVUHODWHGWRSURSHULQVWDOODWLRQDQGDGMXVWPHQWRIGRRUKDUGZDUH D $WWHQGHHV
'RRUKDUGZDUHVXSSOLHUGRRUKDUGZDUHLQVWDOOHU&RQWUDFWRU E $IWHUPHHWLQJSURYLGHOHWWHURIFRPSOLDQFHWR$UFKLWHFWLQGLFDWLQJZKHQPHHWLQJZDVKHOGDQG ZKRZDVLQDWWHQGDQFH
(OHFWULILHG+DUGZDUH&RRUGLQDWLRQ&RQIHUHQFH
3ULRUWRRUGHULQJHOHFWULILHGKDUGZDUHVFKHGXOHDQG
KROGPHHWLQJWRFRRUGLQDWHGRRUKDUGZDUHZLWKVHFXULW\HOHFWULFDOGRRUVDQGIUDPHVDQGRWKHU UHODWHGVXSSOLHUV
D $WWHQGHHV
HOHFWULILHGGRRUKDUGZDUHVXSSOLHUGRRUVDQGIUDPHVVXSSOLHUHOHFWULILHGGRRU KDUGZDUHLQVWDOOHUHOHFWULFDOVXEFRQWUDFWRU2ZQHU 2ZQHU¶VVHFXULW\FRQVXOWDQW$UFKLWHFWDQG &RQWUDFWRU
E $IWHUPHHWLQJSURYLGHOHWWHURIFRPSOLDQFHWR$UFKLWHFWLQGLFDWLQJZKHQFRRUGLQDWLRQFRQIHUHQFH ZDVKHOGDQGZKRZDVLQDWWHQGDQFH
-RE1DPH
$UQHLOO5RDG$IIRUGDEOH+RXVLQJ
-RE1XPEHU
+6 6HFWLRQ

3DJHRI
'(/,9(5<6725$*($1'+$1'/,1*
$ ,QYHQWRU\GRRUKDUGZDUHRQUHFHLSWDQGSURYLGHVHFXUHORFNXSIRUKDUGZDUHGHOLYHUHGWR3URMHFWVLWH % 7DJHDFKLWHPRUSDFNDJHVHSDUDWHO\ZLWKLGHQWLILFDWLRQFRRUGLQDWHGZLWKILQDOGRRUKDUGZDUHVFKHGXOH DQGLQFOXGHLQVWDOODWLRQLQVWUXFWLRQVWHPSODWHVDQGQHFHVVDU\IDVWHQHUVZLWKHDFKLWHPRUSDFNDJH 'HOLYHUHDFKDUWLFOHRIKDUGZDUHLQPDQXIDFWXUHU¶VRULJLQDOSDFNDJLQJ & 3URMHFW&RQGLWLRQV

0DLQWDLQPDQXIDFWXUHUUHFRPPHQGHGHQYLURQPHQWDOFRQGLWLRQVWKURXJKRXWVWRUDJHDQGLQVWDOODWLRQ SHULRGV
3URYLGHVHFXUHORFNXSIRUGRRUKDUGZDUHGHOLYHUHGWR3URMHFWEXWQRW\HWLQVWDOOHG&RQWUROKDQGOLQJ DQGLQVWDOODWLRQRIKDUGZDUHLWHPVVRWKDWFRPSOHWLRQRI:RUNZLOOQRWEHGHOD\HGE\KDUGZDUHORVVHV ERWKEHIRUHDQGDIWHULQVWDOODWLRQ
' 3URWHFWLRQDQG'DPDJH

3URPSWO\UHSODFHSURGXFWVGDPDJHGGXULQJVKLSSLQJ +DQGOHKDUGZDUHLQPDQQHUWRDYRLGGDPDJHPDUULQJRUVFUDWFKLQJ&RUUHFWUHSODFHRUUHSDLU SURGXFWVGDPDJHGGXULQJ:RUN
3URWHFWSURGXFWVDJDLQVWPDOIXQFWLRQGXHWRSDLQWVROYHQWFOHDQVHURUDQ\FKHPLFDODJHQW ( 'HOLYHUNH\VDQGSHUPDQHQWFRUHVWR2ZQHUE\UHJLVWHUHGPDLORURYHUQLJKWSDFNDJHVHUYLFH &225',1$7,21
$ &RRUGLQDWHOD\RXWDQGLQVWDOODWLRQRIIORRUUHFHVVHGGRRUKDUGZDUHZLWKIORRUFRQVWUXFWLRQ&DVW DQFKRULQJLQVHUWVLQWRFRQFUHWH&RQFUHWHUHLQIRUFHPHQWDQGIRUPZRUNUHTXLUHPHQWVDUHVSHFLILHGLQ 'LYLVLRQ
% ,QVWDOODWLRQ7HPSODWHV
'LVWULEXWHIRUGRRUVIUDPHVDQGRWKHUZRUNVSHFLILHGWREHIDFWRU\SUHSDUHG &KHFN6KRS'UDZLQJVRIRWKHUZRUNWRFRQILUPWKDWDGHTXDWHSURYLVLRQVDUHPDGHIRUORFDWLQJDQG LQVWDOOLQJGRRUKDUGZDUHWRFRPSO\ZLWKLQGLFDWHGUHTXLUHPHQWV & 6HFXULW\
&RRUGLQDWHLQVWDOODWLRQRIGRRUKDUGZDUHNH\LQJDQGDFFHVVFRQWUROZLWK2ZQHU VVHFXULW\
FRQVXOWDQW
' (OHFWULFDO6\VWHP5RXJKLQJ,Q
&RRUGLQDWHOD\RXWDQGLQVWDOODWLRQRIHOHFWULILHGGRRUKDUGZDUHZLWK FRQQHFWLRQVWRSRZHUVXSSOLHVDQGEXLOGLQJVDIHW\DQGVHFXULW\V\VWHPV ( ([LVWLQJ2SHQLQJV

3ULRUWRVXEPLWWDOFDUHIXOO\LQVSHFWH[LVWLQJFRQGLWLRQVWRYHULI\ILQLVKKDUGZDUHUHTXLUHGWRFRPSOHWH :RUNLQFOXGLQJVL]HVTXDQWLWLHVH[LVWLQJKDUGZDUHVFKHGXOHGIRUUHXVHDQGVLOOFRQGLWLRQPDWHULDO ,IFRQIOLFWEHWZHHQWKHVSHFLILHGVFKHGXOHGKDUGZDUHDQGH[LVWLQJFRQGLWLRQVVXEPLWUHTXHVWIRU GLUHFWLRQIURP$UFKLWHFW,QFOXGHGDWHRIMREVLWHYLVLWLQWKHVXEPLWWDO 6XEPLWWDOVSUHSDUHGZLWKRXWWKRURXJKMREVLWHYLVLWE\TXDOLILHGKDUGZDUHH[SHUWZLOOEHUHMHFWHGDV QRQFRPSOLDQW
) 'LUHFWVKLSPHQWVQRWSHUPLWWHGXQOHVVDSSURYHGE\&RQWUDFWRU :$55$17<
$ 6SHFLDO:DUUDQW\
0DQXIDFWXUHU
VVWDQGDUGIRUPLQZKLFKPDQXIDFWXUHUDJUHHVWRUHSDLURUUHSODFH FRPSRQHQWVRIGRRUKDUGZDUHWKDWIDLOLQPDWHULDOVRUZRUNPDQVKLSZLWKLQVSHFLILHGZDUUDQW\SHULRG :DUUDQW\3HULRG
<HDUVIURPGDWHRI6XEVWDQWLDO&RPSOHWLRQIRUGXUDWLRQVLQGLFDWHG -RE1DPH
$UQHLOO5RDG$IIRUGDEOH+RXVLQJ
-RE1XPEHU
+6 6HFWLRQ

3DJHRI
D &ORVHUV

0HFKDQLFDO
\HDUV

(OHFWULILHG
\HDUV
E ([LW'HYLFHV

0HFKDQLFDO
\HDUV

(OHFWULILHG
\HDU
F /RFNVHWV

0HFKDQLFDO
\HDUV)DOFRQORFNV

(OHFWULILHG
\HDU
G &RQWLQXRXV+LQJHV
/LIHWLPHZDUUDQW\
H .H\%ODQNV
/LIHWLPH
:DUUDQW\GRHVQRWFRYHUGDPDJHRUIDXOW\RSHUDWLRQGXHWRLPSURSHULQVWDOODWLRQLPSURSHUXVHRU DEXVH

0$,17(1$1&(
$ ([WUD0DWHULDOV

)XUQLVKH[WUDPDWHULDOVWKDWPDWFKSURGXFWVLQVWDOOHGDQGWKDWDUHSDFNDJHGZLWKSURWHFWLYHFRYHULQJ IRUVWRUDJHDQGLGHQWLILHGZLWKODEHOVGHVFULELQJFRQWHQWVYDOXHRIRIVXSSOLHGPDWHULDO % 0DLQWHQDQFH7RROV

)XUQLVKFRPSOHWHVHWRIVSHFLDOWRROVUHTXLUHGIRUPDLQWHQDQFHDQGDGMXVWPHQWRIKDUGZDUH LQFOXGLQJFKDQJLQJRIF\OLQGHUV
3$57352'8&76
0$18)$&785(56
$ :KHUH³2ZQHU6WDQGDUG´LVQRWHGVXEPLWWDOVDQGVXEVWLWXWLRQUHTXHVWVIRURWKHUSURGXFWVZLOOQRWEH FRQVLGHUHG
% $SSURYDORIPDQXIDFWXUHUVDQGRUSURGXFWVRWKHUWKDQWKRVHOLVWHGDV³6FKHGXOHG0DQXIDFWXUHU´RU ³$FFHSWDEOH0DQXIDFWXUHU´LQWKHLQGLYLGXDODUWLFOHIRUWKHSURGXFWFDWHJRU\VKDOOEHLQDFFRUGDQFHZLWK 48$/,7<$6685$1&(DUWLFOHKHUHLQ
& $SSURYDORISURGXFWVIURPPDQXIDFWXUHUVLQGLFDWHGLQ³$FFHSWDEOH0DQXIDFWXUHUV´LVFRQWLQJHQWXSRQ WKRVHSURGXFWVSURYLGLQJDOOIXQFWLRQVDQGIHDWXUHVDQGPHHWLQJDOOUHTXLUHPHQWVRIVFKHGXOHG PDQXIDFWXUHU¶VSURGXFW
' +DQGRI'RRU
'UDZLQJVVKRZGLUHFWLRQRIVOLGHVZLQJRUKDQGRIHDFKGRRUOHDI)XUQLVKHDFKLWHPRI KDUGZDUHIRUSURSHULQVWDOODWLRQDQGRSHUDWLRQRIGRRUPRYHPHQWDVVKRZQ ( :KHUHVSHFLILHGKDUGZDUHLVQRWDGDSWDEOHWRILQLVKHGVKDSHRUVL]HRIPHPEHUVUHTXLULQJKDUGZDUH IXUQLVKVXLWDEOHW\SHVKDYLQJVDPHRSHUDWLRQDQGTXDOLW\DVW\SHVSHFLILHGVXEMHFWWR$UFKLWHFW V
DSSURYDO
0$7(5,$/6
$ )DVWHQHUV
-RE1DPH
$UQHLOO5RDG$IIRUGDEOH+RXVLQJ
-RE1XPEHU
+6 6HFWLRQ

3DJHRI
3URYLGHKDUGZDUHPDQXIDFWXUHGWRFRQIRUPWRSXEOLVKHGWHPSODWHVJHQHUDOO\SUHSDUHGIRUPDFKLQH VFUHZLQVWDOODWLRQ
)XUQLVKVFUHZVIRULQVWDOODWLRQZLWKHDFKKDUGZDUHLWHP)LQLVKH[SRVHG H[SRVHGXQGHUDQ\

FRQGLWLRQ
VFUHZVWRPDWFKKDUGZDUHILQLVKRULIH[SRVHGLQVXUIDFHVRIRWKHUZRUNWRPDWFKILQLVK RIWKLVRWKHUZRUNLQFOXGLQJSUHSDUHGIRUSDLQWVXUIDFHVWRUHFHLYHSDLQWHGILQLVK 3URYLGHFRQFHDOHGIDVWHQHUVIRUKDUGZDUHXQLWVH[SRVHGZKHQGRRULVFORVHGH[FHSWZKHQQR VWDQGDUGXQLWVRIW\SHVSHFLILHGDUHDYDLODEOHZLWKFRQFHDOHGIDVWHQHUV'RQRWXVHWKUXEROWVIRU LQVWDOODWLRQZKHUHEROWKHDGRUQXWRQRSSRVLWHIDFHLVH[SRVHGLQRWKHUZRUNXQOHVVWKUXEROWVDUH UHTXLUHGWRIDVWHQKDUGZDUHVHFXUHO\5HYLHZGRRUVSHFLILFDWLRQDQGDGYLVH$UFKLWHFWLIWKUXEROWV DUHUHTXLUHG
,QVWDOOKDUGZDUHZLWKIDVWHQHUVSURYLGHGE\KDUGZDUHPDQXIDFWXUHU % 3URYLGHVFUHZVEROWVH[SDQVLRQVKLHOGVGURSSODWHVDQGRWKHUGHYLFHVQHFHVVDU\IRUKDUGZDUH LQVWDOODWLRQ
:KHUHIDVWHQHUVDUHH[SRVHGWRYLHZ
)LQLVKWRPDWFKDGMDFHQWGRRUKDUGZDUHPDWHULDO
& &DEOHDQG&RQQHFWRUV
+DUGZLUHG(OHFWURQLF$FFHVV&RQWURO/RFNVHWDQG([LW'HYLFH7ULP
'DWD
$:*FRQGXFWRUVKLHOGHG%HOGHQ

RUFRPSDUDEOH
'&3RZHU
$:*FRQGXFWRU%HOGHQRUFRPSDUDEOH
3URYLGHW\SHRIGDWDDQG'&SRZHUFDEOLQJUHTXLUHGE\DFFHVVFRQWUROGHYLFHPDQXIDFWXUHUIRUWKLV LQVWDOODWLRQ
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
+,1*(6
$ 0DQXIDFWXUHUVDQG3URGXFWV

6FKHGXOHG0DQXIDFWXUHUDQG3URGXFW
,YHV%%VHULHV
$FFHSWDEOH0DQXIDFWXUHUVDQG3URGXFWV
+DJHU%%VHULHV0F.LQQH\7$7$VHULHV6WDQOH\)%%
6HULHV
% 5HTXLUHPHQWV

3URYLGHILYHNQXFNOHEDOOEHDULQJKLQJHVFRQIRUPLQJWR$16,%+0$$ LQFK
PP
WKLFNGRRUVXSWRDQGLQFOXGLQJLQFKHV

PP
ZLGH

D ([WHULRU
6WDQGDUGZHLJKWEURQ]HRUVWDLQOHVVVWHHOLQFKHV PP
KLJK
E ,QWHULRU
6WDQGDUGZHLJKWVWHHOLQFKHV
PP
KLJK
LQFK
PP
WKLFNGRRUVRYHULQFKHV

PP
ZLGH

D ([WHULRU
+HDY\ZHLJKWEURQ]HVWDLQOHVVVWHHOLQFKHV
PP
KLJK
E ,QWHULRU
+HDY\ZHLJKWVWHHOLQFKHV
PP
KLJK
LQFKHVRUWKLFNHUGRRUV

D ([WHULRU
+HDY\ZHLJKWEURQ]HRUVWDLQOHVVVWHHOLQFKHV
PP
KLJK
E ,QWHULRU
+HDY\ZHLJKWVWHHOLQFKHV
PP
KLJK
-RE1DPH
$UQHLOO5RDG$IIRUGDEOH+RXVLQJ
-RE1XPEHU
+6 6HFWLRQ

3DJH
RI
3URYLGHWKUHHKLQJHVSHUGRRUOHDIIRUGRRUV
LQFKHV
PP
RUOHVVLQKHLJKWDQGRQH
DGGLWLRQDOKLQJHIRUHDFKLQFKHV
PP
RIDGGLWLRQDOGRRUKHLJKW
:KHUHQHZKLQJHVDUHVSHFLILHGIRUH[LVWLQJGRRUVRUH[LVWLQJIUDPHVSURYLGHQHZKLQJHVRILGHQWLFDO VL]HWRKLQJHSUHSDUDWLRQSUHVHQWLQH[LVWLQJGRRURUH[LVWLQJIUDPH +LQJH3LQV
([FHSWDVRWKHUZLVHLQGLFDWHGSURYLGHKLQJHSLQVDVIROORZV
D 6WHHO+LQJHV
6WHHOSLQV
E 1RQ)HUURXV+LQJHV
6WDLQOHVVVWHHOSLQV
F 2XW6ZLQJLQJ([WHULRU'RRUV
1RQUHPRYDEOHSLQV
G 2XW6ZLQJLQJ,QWHULRU/RFNDEOH'RRUV
1RQUHPRYDEOHSLQV
H ,QWHULRU1RQORFNDEOH'RRUV
1RQULVLQJSLQV
:LGWKRIKLQJHV
LQFKHV
PP
DWLQFK
PP
WKLFNGRRUVDQGLQFKHV
PP
DW
LQFKHV
PP
RUWKLFNHUGRRUV$GMXVWKLQJHZLGWKDVUHTXLUHGIRUGRRUIUDPHDQGZDOO FRQGLWLRQVWRDOORZSURSHUGHJUHHRIRSHQLQJ

'RRUVLQFKHV

PP
ZLGHRUOHVVIXUQLVKKLQJHVLQFKHV
PP
KLJK
GRRUVJUHDWHU
WKDQLQFKHV

PP
ZLGHIXUQLVKKLQJHVLQFKHV
PP
KLJKKHDY\ZHLJKWRUVWDQGDUG
ZHLJKWDVVSHFLILHG
3URYLGHKLQJHVZLWKHOHFWULILHGRSWLRQVDVVFKHGXOHGLQWKHKDUGZDUHVHWV3URYLGHZLWKVXIILFLHQW QXPEHUDQGZLUHJDJHWRDFFRPPRGDWHHOHFWULFIXQFWLRQRIVSHFLILHGKDUGZDUH/RFDWHHOHFWULFKLQJH DWVHFRQGKLQJHIURPERWWRPRUQHDUHVWWRHOHFWULILHGORFNLQJFRPSRQHQW 3URYLGHPRUWDUJXDUGIRUHDFKHOHFWULILHGKLQJHVSHFLILHG 3URYLGHVSULQJKLQJHVZKHUHVSHFLILHG3URYLGHWZRVSULQJKLQJHVDQGRQHEHDULQJKLQJHSHUGRRU OHDIIRUGRRUV
LQFKHV
PP
RUOHVVLQKHLJKW3URYLGHRQHDGGLWLRQDOEHDULQJKLQJHIRUHDFK LQFKHV
PP
RIDGGLWLRQDOGRRUKHLJKW
&217,18286+,1*(6
$ $OXPLQXP*HDUHG
0DQXIDFWXUHUV

D 6FKHGXOHG0DQXIDFWXUHU
,YHV
E $FFHSWDEOH0DQXIDFWXUHUV
0DUNDU6WDQOH\$%+
5HTXLUHPHQWV

D 3URYLGHDOXPLQXPJHDUHGFRQWLQXRXVKLQJHVFRQIRUPLQJWR$16,%+0$$*UDGH E 3URYLGHDOXPLQXPJHDUHGFRQWLQXRXVKLQJHVZKHUHVSHFLILHGLQWKHKDUGZDUHVHWVIDEULFDWHG IURP7DOXPLQXPZLWKLQFK
PP
GLDPHWHU7HIORQFRDWHGVWDLQOHVVVWHHOKLQJHSLQ
F 3URYLGHVSOLWQ\ORQEHDULQJVDWHDFKKLQJHNQXFNOHIRUTXLHWVPRRWKVHOIOXEULFDWLQJRSHUDWLRQ G 3URYLGHKLQJHVFDSDEOHRIVXSSRUWLQJGRRUZHLJKWVXSWRSRXQGVDQGVXFFHVVIXOO\WHVWHGIRU F\FOHV
H 2QILUHUDWHGGRRUVSURYLGHDOXPLQXPJHDUHGFRQWLQXRXVKLQJHVWKDWDUHFODVVLILHGIRUXVHRQ UDWHGGRRUVE\WHVWLQJDJHQF\DFFHSWDEOHWRDXWKRULW\KDYLQJMXULVGLFWLRQ I 3URYLGHDOXPLQXPJHDUHGFRQWLQXRXVKLQJHVZLWKHOHFWULILHGRSWLRQVFKHGXOHGLQWKHKDUGZDUH VHWV3URYLGHZLWKVXIILFLHQWQXPEHUDQGZLUHJDJHWRDFFRPPRGDWHHOHFWULFIXQFWLRQRIVSHFLILHG KDUGZDUH
J ,QVWDOOKLQJHVZLWKIDVWHQHUVVXSSOLHGE\PDQXIDFWXUHU K 3URYLGHKLQJHVLQFK
PP
VKRUWHULQOHQJWKWKDQQRPLQDOKHLJKWRIGRRUXQOHVVRWKHUZLVH QRWHGRUGRRUGHWDLOVUHTXLUHVKRUWHUOHQJWKDQGZLWKV\PPHWULFDOKROHSDWWHUQ -RE1DPH
$UQHLOO5RDG$IIRUGDEOH+RXVLQJ
-RE1XPEHU
+6 6HFWLRQ

3DJHRI
)/86+%2/76
$ 0DQXIDFWXUHUV

6FKHGXOHG0DQXIDFWXUHU
,YHV
$FFHSWDEOH0DQXIDFWXUHUV
7ULPFR+DJHU
% 5HTXLUHPHQWV

3URYLGHDXWRPDWLFFRQVWDQWODWFKLQJDQGPDQXDOIOXVKEROWVZLWKIRUJHGEURQ]HRUVWDLQOHVVVWHHO IDFHSODWHVH[WUXGHGEUDVVOHYHUVDQGZLWKZURXJKWEUDVVJXLGHVDQGVWULNHV3URYLGHLQFK
PP
VWHHORUEUDVVURGVDWGRRUVXSWR
LQFKHV
PP
LQKHLJKW)RUGRRUVRYHU
LQFKHV

PP
LQKHLJKWLQFUHDVHWRSURGVE\LQFKHV
PP
IRUHDFKDGGLWLRQDOLQFKHV
PP

RIGRRUKHLJKW3URYLGHGXVWSURRIVWULNHVDWHDFKERWWRPIOXVKEROW &225',1$7256
$ 0DQXIDFWXUHUV

6FKHGXOHG0DQXIDFWXUHU
,YHV
$FFHSWDEOH0DQXIDFWXUHUV
7ULPFR+DJHU
% 5HTXLUHPHQWV

:KHUHSDLUVRIGRRUVDUHHTXLSSHGZLWKDXWRPDWLFIOXVKEROWVDQDVWUDJDORURWKHUKDUGZDUHWKDW UHTXLUHVV\QFKURQL]HGFORVLQJRIWKHGRRUVSURYLGHEDUW\SHFRRUGLQDWLQJGHYLFHVXUIDFHDSSOLHGWR XQGHUVLGHRIVWRSDWIUDPHKHDG
3URYLGHILOOHUEDURIFRUUHFWOHQJWKIRUXQLWWRVSDQHQWLUHZLGWKRIRSHQLQJDQGDSSURSULDWHEUDFNHWV IRUSDUDOOHODUPGRRUFORVHUVDQGVXUIDFHYHUWLFDOURGH[LWGHYLFHVWULNHV)DFWRU\SUHSFRRUGLQDWRUV IRUYHUWLFDOURGGHYLFHVLIUHTXLUHG
0257,6(/2&.6
$ 0DQXIDFWXUHUVDQG3URGXFWV

6FKHGXOHG0DQXIDFWXUHUDQG3URGXFW
6FKODJH/
VHULHV
$FFHSWDEOH0DQXIDFWXUHUVDQG3URGXFWV
%HVW+VHULHV6DUJHQWVHULHV
% 5HTXLUHPHQWV

3URYLGHPRUWLVHORFNVFRQIRUPLQJWR$16,%+0$$6HULHV*UDGH2SHUDWLRQDO*UDGH 6HFXULW\DQGPDQXIDFWXUHGIURPKHDY\JDXJHVWHHOFRQWDLQLQJFRPSRQHQWVRIVWHHOZLWKD]LQF GLFKURPDWHSODWLQJIRUFRUURVLRQUHVLVWDQFH3URYLGHORFNFDVHWKDWLVPXOWLIXQFWLRQDQGILHOG UHYHUVLEOHIRUKDQGLQJZLWKRXWRSHQLQJFDVH&\OLQGHUV 5HIHUWR³.(<,1*´DUWLFOHKHUHLQ
3URYLGHORFNVZLWKVWDQGDUGLQFKHV
PP
EDFNVHWZLWKIXOOLQFK

PP
WKURZVWDLQOHVV
VWHHOPHFKDQLFDODQWLIULFWLRQODWFKEROW3URYLGHGHDGEROWZLWKIXOOLQFK PP
WKURZFRQVWUXFWHG
RIVWDLQOHVVVWHHO
3URYLGHVWDQGDUG$6$VWULNHVXQOHVVH[WHQGHGOLSVWULNHVDUHQHFHVVDU\WRSURWHFWWULP 3URYLGHHOHFWULILHGRSWLRQVDVVFKHGXOHGLQWKHKDUGZDUHVHWV:KHUHVFKHGXOHGSURYLGHDUHTXHVW WRH[LW
5;
VZLWFKWKDWLVDFWXDWHGZLWKURWDWLRQRILQVLGHOHYHU 3URYLGHPRWRUEDVHGHOHFWULILHGORFNVHWVZLWKHOHFWULILHGRSWLRQVDVVFKHGXOHGLQWKHKDUGZDUHVHWV DQGFRPSO\ZLWKWKHIROORZLQJUHTXLUHPHQWV

D 8QLYHUVDOLQSXWYROWDJH±VLQJOHFKDVVLVDFFHSWVRU9'&WRDOORZIRUFKDQJHVLQWKHILHOG ZLWKRXWFKDQJLQJORFNFKDVVLV
-RE1DPH
$UQHLOO5RDG$IIRUGDEOH+RXVLQJ
-RE1XPEHU
+6 6HFWLRQ

3DJHRI
E )DLO6DIH)DLO6HFXUH±FKDQJLQJPRGHEHWZHHQHOHFWULFDOO\ORFNHG IDLOVDIH
DQGHOHFWULFDOO\
XQORFNHG
IDLOVHFXUH
LVILHOGVHOHFWDEOHZLWKRXWRSHQLQJWKHORFNFDVH
F /RZPD[LPXPFXUUHQWGUDZ±PD[LPXPDPSVWRDOORZIRUPXOWLSOHORFNVRQDVLQJOHSRZHU VXSSO\
G /RZKROGLQJFXUUHQW±PD[LPXPDPSVWRSURGXFHPLQLPDOKHDWHOLPLQDWH³KRWOHYHUV´LQ HOHFWULFDOO\ORFNHGDSSOLFDWLRQVDQGWRSURYLGHUHOLDEOHRSHUDWLRQLQZRRGGRRUVWKDWSURYLGH PLQLPDOYHQWLODWLRQDQGDLUIORZ
H 5HTXHVWWR([LW6ZLWFK
5;
±

0RGXODU'HVLJQ±SURYLGHHOHFWULILHGORFNVFDSDEOHRIXVLQJDGGLQJRUFKDQJLQJDPRGXODU 5;VZLWFKZLWKRXWRSHQLQJWKHORFNFDVH

0RQLWRULQJ±ZKHUHVFKHGXOHGSURYLGHDUHTXHVWWRH[LW 5;
VZLWFKWKDWGHWHFWVURWDWLRQRI
WKHLQVLGHOHYHU
I &RQQHFWLRQV±SURYLGHTXLFNFRQQHFW0ROH[V\VWHPVWDQGDUG J 8//LVWHG±KRXUILUHGRRU
/HYHU7ULP
6ROLGEUDVVEURQ]HRUVWDLQOHVVVWHHOFDVWRUIRUJHGLQGHVLJQVSHFLILHGZLWKZURXJKW URVHVDQGH[WHUQDOOHYHUVSULQJFDJHV3URYLGHWKUXEROWHGOHYHUVZLWKSLHFHVSLQGOHV D /HYHU'HVLJQ
$VVFKHGXOHG
(/(&7521,&352*5$00$%/(,17(5&211(&7('/2&.6(76
$ 0DQXIDFWXUHUVDQG3URGXFWV

6FKHGXOHG0DQXIDFWXUHUDQG3URGXFW
6FKODJH
$FFHSWDEOH0DQXIDFWXUHUVDQG3URGXFWV
2ZQHU6WDQGDUG
% 3URGXFW
6FKODJH)()LQWHUFRQQHFWHGHOHFWURQLFORFNVHW
3URYLGHLQWHUORFNHGORFNVHWVFRQIRUPLQJWR$16,$6HULHV*UDGHZLWKVLPXOWDQHRXV UHWUDFWLRQRIGHDGEROWDQGODWFKIRUVLQJOHPRWLRQHJUHVV 3URYLGHORFNVZLWKLQFKHV
PP
EDFNVHWEDVHGRQGRRUGHWDLOZLWKLQFK
PP
ODWFK
WKURZODWFKEROWDQGLQFK
PP
WKURZGHDGEROW
3URYLGHLQGHSHQGHQWO\RSHUDWLQJOHYHUVZLWKWZRH[WHUQDOUHWXUQVSULQJFDVVHWWHVPRXQWHGXQGHU URVHVWRSUHYHQWOHYHUVDJ
3URYLGHPDQXIDFWXUHUVVWDQGDUG7VWULNHXQOHVVH[WHQGHGOLSVWULNHLVQHFHVVDU\WRSURWHFWWULPDQG GHDGEROWVWULNH
/HYHU'HVLJQ
6FKODJH*UHHQZLFK
*5:
7ULPZLWK/HYHU7ULP
3HU
& 5HTXLUHPHQWV
3URYLGHSURJUDPPDEOHHOHFWURQLFORFNVHWVZLWKWKHIROORZLQJ

D 7LPHDQG'DWHFRQWUROOHGDFFHVV
E 8SWRXVHU
F HYHQW$XGLW7UDLOUHSRUW
G WLPH]RQHFDSDELOLW\
H &RPSDWLEOHZLWK675$7,6(QHUJ\ $FFHVV0DQDJHPHQW &RQWURO6\VWHP 3URYLGHHQWU\E\D.H\IREWKDWVXSSRUWV6FKODJH0,)$5(FODVVLF6FKODJH'(6)LUH(9DQG 6FKODJHPREOLOHFUHGHQWLDOV
3URYLGHSRZHUE\IRXU

$$EDWWHULHV

LQFOXGHG
ZKHUHLIORVVRIEDWWHU\SRZHURFFXUVD
9EDWWHU\
FDQEHXVHGWRMXPSVWDUWWKHORFNDQGSURYLGHDFFHVVZLWKDQDVVLJQHGFUHGHQWLDO%DWWHU\OLIHRI \HDUVLQ2))/,1(02'(
-RE1DPH
$UQHLOO5RDG$IIRUGDEOH+RXVLQJ
-RE1XPEHU
+6 6HFWLRQ

3DJHRI
' &RPSRQHQWV
.H\IRE0+]6PDUW&UHGHQWLDO
D 0DQXIDFWXUHUDQG3URGXFW

6FKODJH
.H\IRE
E 5HTXLUHPHQWV

$FFHVVNH\IREVVKDOOEHXVHGZLWKDFFHVVUHDGHUVWRJDLQHQWU\WRDFFHVVFRQWUROSRUWDOV

HJGRRUVJDWHVWXUQVWLOHV
DQGWRKROGLQIRUPDWLRQVSHFLILFWRWKHXVHU

7KHIREVKDOOIXQFWLRQDW,62$VWDQGDUGVSURYLGHIRUDIDVWHUGDWDWUDQVIHUVSHHG 6PDUW&UHGHQWLDOVRSHUDWHRQD0+]IUHTXHQF\DQGXWLOL]HKLJKVHFXULW\HQFU\SWHG GDWD

7KHIREVKDOOVXSSRUW0,)$5(RU0,)$5('(6)LUH(9WHFKQRORJ\
3UHVHQWDWLRQWRWKHDFFHVVFRQWUROUHDGHUDWDQ\DQJOHZLWKLQDPLQLPXPGLVWDQFHRIRQH

LQFKVKDOOUHVXOWLQDQDFFXUDWHUHDGLQJRIWKHIRE

7KHIREVKDOOEHFRPSRVHGRISRO\FDUERQDWHPDWHULDO &UHGHQWLDO(QUROOPHQW5HDGHU
D 0DQXIDFWXUHUDQG3URGXFW

6FKODJH6FKODJH07:
E 5HTXLUHPHQWV

8QLWSURYLGHVVLPSOLILHGFUHGHQWLDOHQUROOPHQWYLDFRPSXWHUFRQQHFW86%FRQQHFWLRQLVIRU SRZHURQO\HQUROOPHQWXVHV:L)LFRQQHFWLRQ

0XOWLWHFKQRORJ\HQUROOPHQWUHDGHULVGHVLJQHGWRVLPSOLI\WKHHQUROOPHQWRISUR[LPLW\DQG VPDUWFUHGHQWLDOV7KHUHDGHULVSRZHUHGE\D86%FDEOHYLDFRPSXWHU¶V86%SRUWDQG XWLOL]HVD:L)LFRQQHFWLRQIRUFHUWDLQVFHQDULRV
HQUROOLQJQRWRXUFUHGHQWLDOV

7KHXQLWLVFRPSDWLEOHZLWKVPDUWFUHGHQWLDOV
0,)$5(&ODVVLFDQG),)$5('(6)LUH(9

6FKODJHPREOLOHFUHGHQWLDOV3,9FUHGHQWLDOVDQGPRVWSUR[LPLW\FUHGHQWLDOVXSWRELWV 7KHXQLWVXSSRUWVQRWRXU
ZLWKVXSSRUWHGORFNV
YLD6FKODJH0,)$5(&ODVVLFRU0,)$5(
'(6)LUH(9FUHGHQWLDOV
$FFHVV0DQDJHPHQW6RIWZDUH
D 0DQXIDFWXUHUDQG3URGXFW

=HQWUD6WUDWLV6SKHUHIRU6FKODJH
E 5HTXLUHPHQWV

3URYLGHDQDFFHVVPDQDJHPHQWV\VWHPWKDWLVFORXGEDVHGWKDWFDQEHPDQDJHGYLDD FRPSXWHURUWDEOHW
D
7DVKWUDFNLQJDQGDXGLWVIRUPDLQWHQDQFH
E
,QWHJUDWHVZLWKSURSHUW\PDQDJHPHQWVRIWZDUHSODWIRUPV F
1R7RXUDFFHVVFRQWURONH\UHSODFHPHQWGRHVQRWUHTXLUHWRXULQJWRHQDEOHRULQYDOLGDWH FUHGHQWLDOV
G
5HSODFHFUHGHQWLDOVLQOHVVWKDQWZRPLQXWHV

6\VWHPSURYLGHV

D
)DVWFUHGHQWLDOVUHSODFHPHQW
E
,VVXLQJPDLQWHQDQFHFUHGHQWLDOV
F
3URYLGLQJPDVWHUFUHGHQWLDO
G
3URYLGHVWHPSRUDU\ORFNRXWFUHGHQWLDO
H
$XGLW7UDLO

6\VWHP5HTXLUHPHQWV

D
:L)LLQWHUQHWFRQQHFWLRQIRUSURGXFLQJFUHGHQWLDOV
E
3URYLGHZLWK´WDEOHWDQGSURJUDPLQJFDEOHV
-RE1DPH
$UQHLOO5RDG$IIRUGDEOH+RXVLQJ
-RE1XPEHU
+6 6HFWLRQ

3DJHRI

&</,1'5,&$//2&.6
$ 0DQXIDFWXUHUVDQG3URGXFWV

6FKHGXOHG0DQXIDFWXUHUDQG3URGXFW
6FKODJH1'6HULHV
$FFHSWDEOH0DQXIDFWXUHUVDQG3URGXFWV
6DUJHQW/LQH%HVW
.6HULHV
% 5HTXLUHPHQWV

3URYLGHF\OLQGULFDOORFNVFRQIRUPLQJWRWKHIROORZLQJVWDQGDUGVDQGUHTXLUHPHQWV
D $16,%+0$$6HULHV*UDGH
E 8/&IRU¶´[¶´KRXUILUHGRRU
&\OLQGHUV
5HIHUWR³.(<,1*´DUWLFOHKHUHLQ
3URYLGHF\OLQGULFDOORFNVHWVH[FHHGLQJWKH$16,%+0$$*UDGHSHUIRUPDQFHVWDQGDUGVIRU VWUHQJWKVHFXULW\DQGGXUDELOLW\LQWKHFDWHJRULHVEHORZ
D $EXVLYH/RFNHG/HYHU7RUTXH7HVW±PLQLPXPLQFKSRXQGVZLWKRXWJDLQLQJDFFHVV E &\FOHOLIHWHVWHGWRPLQLPXPPLOOLRQF\FOHVSHU$16,%+0$$&\FOH7HVWZLWKQR YLVLEOHOHYHUVDJRUXVHRISHUIRUPDQFHDLGVVXFKDVVHWVFUHZVRUVSDFHUV 3URYLGHORFNVZLWKVWDQGDUGLQFKHV
PP
EDFNVHWXQOHVVQRWHGRWKHUZLVHZLWKLQFK
ODWFKWKURZ3URYLGHSURSHUODWFKWKURZIRU8/OLVWLQJDWSDLUV 3URYLGHORFNVHWVZLWKVHSDUDWHDQWLURWDWLRQWKUXEROWVDQGQRH[SRVHGVFUHZV 3URYLGHLQGHSHQGHQWO\RSHUDWLQJOHYHUVZLWKWZRH[WHUQDOUHWXUQVSULQJFDVVHWWHVPRXQWHGXQGHU URVHVWRSUHYHQWOHYHUVDJ
3URYLGHVWDQGDUG$6$VWULNHVXQOHVVH[WHQGHGOLSVWULNHVDUHQHFHVVDU\WRSURWHFWWULP 3URYLGHHOHFWULILHGRSWLRQVDVVFKHGXOHGLQWKHKDUGZDUHVHWV

/HYHU7ULP
6ROLGFDVWOHYHUVZLWKRXWSODVWLFLQVHUWVDQGZURXJKWURVHVRQERWKVLGHV D /HYHU'HVLJQ
$VVFKHGXOHG
&</,1'5,&$//2&.6±*5$'(
$ 0DQXIDFWXUHUVDQG3URGXFWV

6FKHGXOHG0DQXIDFWXUHUDQG3URGXFW
6FKODJH$/6HULHV
$FFHSWDEOH0DQXIDFWXUHUVDQG3URGXFWV
%HVW.&VHULHV6DUJHQW/LQH
% 5HTXLUHPHQWV
3URYLGHF\OLQGULFDOORFNVFRQIRUPLQJWR$16,%+0$$6HULHV*UDGH&\OLQGHUV 5HIHU
WR³.(<,1*´DUWLFOHKHUHLQ
3URYLGHORFNVZLWKVWDQGDUGLQFKHV
PP
EDFNVHWXQOHVVQRWHGRWKHUZLVHZLWKLQFK

PP
ODWFKWKURZ3URYLGHLQFKHV
PP
EDFNVHWZKHUHQRWHGRILIGRRURUIUDPHGHWDLO
UHTXLUHV3URYLGHSURSHUODWFKWKURZIRU8/OLVWLQJDWSDLUV 3URYLGHORFNVHWVZLWKVHSDUDWHDQWLURWDWLRQWKURXJKEROWVDQGQRH[SRVHGVFUHZV3URYLGHOHYHUV WKDWRSHUDWHLQGHSHQGHQWO\DQGKDYHWZRH[WHUQDOUHWXUQVSULQJFDVVHWWHVPRXQWHGXQGHUURVHVWR SUHYHQWOHYHUVDJ
3URYLGHVWDQGDUG$6$VWULNHVXQOHVVH[WHQGHGOLSVWULNHVDUHQHFHVVDU\WRSURWHFWWULP /HYHU7ULP
6ROLGFDVWOHYHUVZLWKRXWSODVWLFLQVHUWVDQGZURXJKWURVHVRQERWKVLGHV D /HYHU'HVLJQ
$VVFKHGXOHG
-RE1DPH
$UQHLOO5RDG$IIRUGDEOH+RXVLQJ
-RE1XPEHU
+6 6HFWLRQ

3DJHRI
78%8/$5/2&.6±*5$'(
$ 0DQXIDFWXUHUVDQG3URGXFWV

6FKHGXOHG0DQXIDFWXUHUDQG3URGXFW
6FKODJH)6HULHV
$FFHSWDEOH0DQXIDFWXUHUVDQG3URGXFWV
6DUJHQW/LQH
% 5HTXLUHPHQWV

3URYLGHWXEXODUORFNVFRQIRUPLQJWR$16,%+0$$6HULHV*UDGH&\OLQGHUV 5HIHUWR
³.(<,1*´DUWLFOHKHUHLQ
3URYLGHORFNVZLWKVWDQGDUGLQFKHV
PP
DGMXVWDEOHWRLQFKHV
PP
EDFNVHWZLWK
LQFK
PP
ODWFKWKURZ3URYLGHLQFKHV
PP
EDFNVHWXQOHVVLQFKHV
PP
LV
UHTXLUHGE\GRRURUIUDPHGHWDLORUQRWHGRWKHUZLVH
3URYLGHORFNVHWVWKDWILWVWDQGDUGLQFKHV
PP
GLDPHWHUERUHZLWKRXWXVHRIWKUXEROWV
6WDQGDUG5RVH6L]H
LQFKHV
PP
LQGLDPHWHU
'RRU7KLFNQHVV
/RFNVHWVDGMXVWDEOHWRILWLQLQFKHV
PP
RULQFKHV
PP
GRRU
WKLFNQHVV
3URYLGHVWDQGDUG7VWULNHVXQOHVVH[WHQGHGOLSVWULNHVDUHQHFHVVDU\WRSURWHFWWULP /HYHU7ULP
6ROLGFDVWOHYHUVZLWKRXWSODVWLFLQVHUWVDQGZURXJKWURVHVRQERWKVLGHV D /HYHU'HVLJQ
6FKODJH(ODQ
(;,7'(9,&(6
$ 0DQXIDFWXUHUVDQG3URGXFWV

6FKHGXOHG0DQXIDFWXUHUDQG3URGXFW
)DOFRQ6HULHV
$FFHSWDEOH0DQXIDFWXUHUVDQG3URGXFWV
6DUJHQW
*/6HULHV3UHFLVLRQ$SH[6HULHV
% 5HTXLUHPHQWV

3URYLGHH[LWGHYLFHVWHVWHGWR$16,%+0$$*UDGHDQG8/OLVWHGIRU3DQLF([LWRU)LUH([LW +DUGZDUH&\OLQGHUV
5HIHUWR³.(<,1*´DUWLFOHKHUHLQ
([LW'HYLFHV
7RXFKSDGW\SHIDEULFDWHGRIEUDVVEURQ]HVWDLQOHVVVWHHORUDOXPLQXPSODWHGWR VWDQGDUGDUFKLWHFWXUDOILQLVKHVWRPDWFKEDODQFHRIGRRUKDUGZDUH 7RXFKSDG
([WHQGPLQLPXPRIRQHKDOIRIGRRUZLGWK0DWFKH[LWGHYLFHILQLVKRUSURYLGHFRPSDWLEOH ILQLVK1RSODVWLFLQVHUWVDUHDOORZHGLQWRXFKSDGV
3URYLGHGHYLFHVZLWKGHDGODWFKLQJIHDWXUHIRUVHFXULW\DQGIRUIXWXUHDGGLWLRQRIDODUPNLWVDQGRWKHU HOHFWULFDOUHTXLUHPHQWV
3URYLGHIOXVKHQGFDSVIRUH[LWGHYLFHV
3URYLGHPDQXIDFWXUHU
VVWDQGDUGVWULNHV
3URYLGHH[LWGHYLFHVFXWWRGRRUZLGWKDQGKHLJKW,QVWDOOH[LWGHYLFHVDWKHLJKWUHFRPPHQGHGE\H[LW GHYLFHPDQXIDFWXUHUDOORZDEOHE\JRYHUQLQJEXLOGLQJFRGHVDQGDSSURYHGE\$UFKLWHFW 0RXQWPHFKDQLVPFDVHIOXVKRQIDFHRIGRRUVRUSURYLGHVSDFHUVWRILOOJDSVEHKLQGGHYLFHV :KHUHJODVVWULPRUPROGLQJSURMHFWVRIIIDFHRIGRRUSURYLGHJODVVEHDGNLWV

3URYLGHF\OLQGHUGRJJLQJDWQRQILUHUDWHGH[LWGHYLFHV 5HPRYDEOH0XOOLRQV
LQFKHV
PP
[LQFKHV
PP
VWHHOWXEH:KHUHVFKHGXOHGDVNH\HG
UHPRYDEOHPXOOLRQSURYLGHW\SHWKDWFDQEHUHPRYHGE\XVHRIDNH\HGF\OLQGHUZKLFKLVVHOI ORFNLQJZKHQUHLQVWDOOHG
:KHUHOHYHUKDQGOHVDUHVSHFLILHGDVRXWVLGHWULPIRUH[LWGHYLFHVSURYLGHKHDY\GXW\OHYHUWULPV ZLWKIRUJHGRUFDVWHVFXWFKHRQSODWHV3URYLGHYDQGDOUHVLVWDQWOHYHUVWKDWZLOOWUDYHOWR GHJUHH
GRZQSRVLWLRQZKHQPRUHWKDQSRXQGVRIWRUTXHDUHDSSOLHGDQGZKLFKFDQHDVLO\EHUHVHW D /HYHU6W\OH
0DWFKOHYHUVW\OHRIORFNVHWV
-RE1DPH
$UQHLOO5RDG$IIRUGDEOH+RXVLQJ
-RE1XPEHU
+6 6HFWLRQ

3DJHRI
E 7DFWLOH:DUQLQJ
.QXUOLQJ

:KHUHUHTXLUHGE\DXWKRULW\KDYLQJMXULVGLFWLRQ3URYLGHRQOHYHUVRQ H[WHULRU
VHFXUHVLGH
RIGRRUVVHUYLQJURRPVFRQVLGHUHGWREHKD]DUGRXV
$FFHVVLELOLW\
0D[LPXPOEVIRUFHWRUHWUDFWODWFKEROWSHU&%&&KDSWHU% D ³$;´IHDWXUH
WRXFKSDGGLUHFWO\UHWUDFWVWKHODWFKEROWZLWKOEVRUOHVVRIIRUFH3URYLGHWHVWLQJ ODEFHUWLILFDWLRQFRQILUPLQJWKDWWKHPHFKDQLFDOGHYLFHLVLQGHSHQGHQWWKLUGSDUW\WHVWHGWRPHHW WKLVOEVUHTXLUHPHQW
3URYLGH8/ODEHOHGILUHH[LWKDUGZDUHIRUILUHUDWHGRSHQLQJV )LHOGGULOOZHHSKROHVSHUPDQXIDFWXUHU¶VUHFRPPHQGDWLRQIRUH[LWGHYLFHVXVHGLQIXOOH[WHULRU DSSOLFDWLRQKLJKO\FRUURVLYHDUHDVDQGZKHUHQRWHGLQWKHKDUGZDUHVHWV 3URYLGHHOHFWULILHGRSWLRQVDVVFKHGXOHGLQWKHKDUGZDUHVHWV (/(&7521,&$&&(66&21752//2&.6(76$1'(;,7'(9,&(75,0 $ 0DQXIDFWXUHUV

6FKHGXOHG0DQXIDFWXUHU
7RHVWDEOLVKVWDQGDUGRITXDOLW\DQGGHVLJQLQWHQWHOHFWURQLFDFFHVV FRQWUROORFNVHWVDQGH[LWGHYLFHWULPVSHFLILFDWLRQVKDYHEHHQEDVHGRQ6FKODJH3URGXFWVRIRWKHU PDQXIDFWXUHUVPHHWLQJRUH[FHHGLQJGHVLJQDQGSHUIRUPDQFHUHTXLUHPHQWVVSHFLILHGKHUHLQZLOOEH FRQVLGHUHGIRUVXEVWLWXWLRQVXEMHFWWRFRPSOLDQFHZLWKSURYLVLRQVRI'LYLVLRQ6HFWLRQ³3URGXFW 5HTXLUHPHQWV´
6FKHGXOHG0DQXIDFWXUHUDQG3URGXFW
6FKODJH&2VHULHV
$FFHSWDEOH0DQXIDFWXUHUVDQG3URGXFWV
2ZQHU6WDQGDUG
% 3URGXFW
6FKODJH &2&< VWDQGDORQHERUHGW\SHHOHFWURQLFORFNVHW 3URYLGHERUHGF\OLQGULFDOORFNVFRQIRUPLQJWR$16,%+0$$6HULHV*UDGHQRQ KDQGHGILHOGUHYHUVLEOH
%DFNVHW
LQFK
PP

/DWFKEROW7KURZ
LQFK
PP
XQOHVVQRWHGRWKHUZLVH3URYLGHLQFK

PP
WKURZIRU8/
OLVWLQJDWSDLUV
&KDVVLV
6WDQGDUGF\OLQGULFDOORFNSUHSIRULQFK
PP
GRRUV
& 5HTXLUHPHQWV

3URYLGHRIIOLQHHOHFWURQLFDFFHVVFRQWUROSURGXFWVWKDWFRPSO\ZLWKWKHIROORZLQJUHTXLUHPHQWV
D /LVWHG8/
7KH6WDQGDUGRI6DIHW\IRU$FFHVV&RQWURO6\VWHP8QLWV E &RPSOLDQWZLWK$16,%+0$$*UDGH2SHUDWLRQDQG6HFXULW\ F &HUWLILHGWR8/&)&&3DUW)ORULGD%XLOGLQJ&RGH6WDQGDUGV7$6ODUJHPLVVLOHLPSDFW 7$6DQG7$6
G &RPSOLDQWZLWK$670(IRUGRRUDVVHPEOLHV
H &RPSOLDQWZLWK,&&$16,$1)3$1)3$DQG,QGXVWU\&DQDGD566 )XQFWLRQV
3URYLGHIXQFWLRQVDVVFKHGXOHGWKDWDUHILHOGFRQILJXUDEOHZLWKRXWWDNLQJWKHRIIOLQH HOHFWURQLFSURGXFWRIIWKHGRRU
(PHUJHQF\2YHUULGH
3URYLGHPHFKDQLFDONH\RYHUULGH
F\OLQGHUV
5HIHUWR³.(<,1*´DUWLFOHKHUHLQ
/HYHUV

D 9DQGDO5HVLVWDQFH
([WHULRU
VHFXUHVLGH
OHYHUURWDWHVIUHHO\ZKLOHGRRUUHPDLQVORFNHG
SUHYHQWLQJGDPDJHWRLQWHUQDOORFNFRPSRQHQWVIURPYDQGDOLVPE\H[FHVVLYHIRUFH E 3URYLGHQRQKDQGHGOHYHUWULPWKDWRSHUDWHVLQGHSHQGHQWO\RIQRQORFNLQJOHYHUV F 6W\OH
SHUVFKHGXOH
-RE1DPH
$UQHLOO5RDG$IIRUGDEOH+RXVLQJ
-RE1XPEHU
+6 6HFWLRQ

3DJHRI
G 7DFWLOH:DUQLQJ
.QXUOLQJ

:KHUHUHTXLUHGE\DXWKRULW\KDYLQJMXULVGLFWLRQ3URYLGHRQOHYHUVRQ H[WHULRU
VHFXUHVLGH
RIGRRUVVHUYLQJURRPVFRQVLGHUHGWREHKD]DUGRXV
3RZHU6XSSO\
$$EDWWHULHV
D 3URYLGHHOHFWURQLFDFFHVVFRQWUROORFNVDQGRUH[LWGHYLFHWULPZLWKWKHDELOLW\WRFRPPXQLFDWH EDWWHU\VWDWXV
)HDWXUHV

D 9LVXDOWULFRORUHG/('LQGLFDWRUVWKDWLQGLFDWHDFWLYDWLRQRSHUDWLRQDOV\VWHPVVWDWXVV\VWHP HUURUFRQGLWLRQVDQGORZSRZHUFRQGLWLRQV
E 9LVXDOELFRORUHG/('LQGLFDWRURQLQWHULRUWKDWLVFDSDEOHRILQGLFDWLQJVHFXUHGXQVHFXUHGVWDWXV RIGHYLFHWRRFFXSDQWVRQLQWHULRU
F $XGLEOHIHHGEDFNWKDWFDQEHHQDEOHGRUGLVDEOHG
G 2QERDUGSURFHVVRUZLWKPHPRU\FDSDFLW\RIXVHUVHYHQWDXGLWKLVWRU\XSWR WLPH]RQHVDQGXSWRFDOHQGDUHYHQWV
H 7DPSHU5HVLVWDQW6FUHZV
7DPSHUWRU[VFUHZVRQLQVLGHHVFXWFKHRQIRULQFUHDVHGVHFXULW\ 6ZLWFKHV

D 0HFKDQLFDO.H\2YHUULGH
&UHGHQWLDO5HDGHU

D &UHGHQWLDO5HDGHU&RQILJXUDWLRQV

.H\SDG
E &UHGHQWLDO5HDGHU&DSDELOLWLHV
3URYLGHFUHGHQWLDOUHDGHUVFDSDEOHRIRSHUDWLQJZLWKWKH IROORZLQJLQWHJUDWHGVRIWZDUHSDUWQHUV

EXWWRQNH\SDGZLWKEDFNOLWEXWWRQV

2SHUDWLRQ

D 3URYLGHHOHFWURQLFDFFHVVFRQWUROORFNVDQGRUH[LWGHYLFHWULPZLWKWKHDELOLW\WREHFRQILJXUHGDW GRRUE\KDQGKHOGSURJUDPPLQJGHYLFHWKHOHQJWKRIWLPHGHYLFHLVXQORFNHGXSRQDFFHVVJUDQW E 3URYLGHHOHFWURQLFDFFHVVFRQWUROORFNVDQGRUH[LWGHYLFHWULPZLWKWKHDELOLW\WRFRPPXQLFDWH LGHQWLI\LQJLQIRUPDWLRQVXFKDVILUPZDUHYHUVLRQVKDUGZDUHYHUVLRQVVHULDOQXPEHUVDQG PDQXIDFWXULQJGDWHVE\KDQGKHOGSURJUDPPLQJGHYLFH
' &RPSRQHQWV
3URGXFW
6FKODJH++'VHULHVZLWK8WLOLW\6RIWZDUH
D 3URYLGH+DQGKHOG3URJUDPPLQJ'HYLFHIRUDGDSWDEOHHOHFWURQLFDFFHVVFRQWUROSURGXFWV FDSDEOHRIWKHIROORZLQJPLQLPXPUHTXLUHPHQWV

&DSDEOHRILQLWLDOL]LQJORFNDQGDFFHVVRULHVXVLQJSUHORDGHGVRIWZDUH
8WLOL]HGWRILHOGFRQILJXUHHOHFWURQLFDFFHVVFRQWUROGHYLFHVWRGRZQORDGILUPZDUHXSGDWHV DQGGRRUILOHVWRGHYLFHDQGWRGRZQORDGDXGLWILOHVIURPGHYLFH 52//(5/$7&+(6
$ 0DQXIDFWXUHUV

6FKHGXOHG0DQXIDFWXUHU
,YHV
$FFHSWDEOH0DQXIDFWXUHUV
5RFNZRRG7ULPFR
-RE1DPH
$UQHLOO5RDG$IIRUGDEOH+RXVLQJ
-RE1XPEHU
+6 6HFWLRQ

3DJHRI
% 5HTXLUHPHQWV

3URYLGHUROOHUODWFKHVZLWKLQFKHV
PP
VWULNHDWVLQJOHGRRUVWRILW$16,IUDPHSUHS,I
GXPP\OHYHUVDUHXVHGLQFRQMXQFWLRQZLWKUROOHUODWFKPRXQWUROOHUODWFKDWDKHLJKWDVWRQRW LQWHUIHUHZLWKSURSHUPRXQWLQJDQGKHLJKWRIGXPP\OHYHU 3URYLGHUROOHUODWFKHVZLWKLQFKHV
PP
IXOOOLSVWULNHDWSDLUGRRUV0RXQWUROOHULQWRSUDLORI HDFKOHDISHUPDQXIDFWXUHU¶VWHPSODWH
&</,1'(56

$ 0DQXIDFWXUHUV

6FKHGXOHG0DQXIDFWXUHU
6FKODJH
$FFHSWDEOH0DQXIDFWXUHUV
%HVW0HGHFR
% 5HTXLUHPHQWV

3URYLGHF\OLQGHUVFRUHVIURPWKHVDPHPDQXIDFWXUHURIORFNVHWVFRPSOLDQWZLWK $16,%+0$$
ODWHVWUHYLVLRQ6HFWLRQ*UDGH
SHUPDQHQWF\OLQGHUV
F\OLQGHUIDFHILQLVKHG
WRPDWFKORFNVHWPDQXIDFWXUHU¶VVHULHVDVLQGLFDWHG5HIHUWR³.(<,1*´DUWLFOHKHUHLQ 3URYLGHF\OLQGHUVLQWKHEHORZOLVWHGFRQILJXUDWLRQ V
GLVWULEXWHGWKURXJKRXWWKH3URMHFWDVLQGLFDWHG
& 5HTXLUHPHQWV
3URYLGHF\OLQGHUVFRUHVFRPSOLDQWZLWK$16,%+0$$ ODWHVWUHYLVLRQ
F\OLQGHUIDFH
ILQLVKHGWRPDWFKORFNVHW
PDQXIDFWXUHU¶VVHULHVDVLQGLFDWHG5HIHUWR³.(<,1*´DUWLFOHKHUHLQ 3URYLGHF\OLQGHUVLQWKHEHORZOLVWHGFRQILJXUDWLRQ V
GLVWULEXWHGWKURXJKRXWWKH3URMHFWDVLQGLFDWHG
SHUKDUGZDUHVFKHGXOH
D 2ZQHURU2ZQHU¶V5HSUHVHQWDWLYHZLOOUHSODFHWHPSRUDU\FRQVWUXFWLRQFRUHVZLWKSHUPDQHQW FRUHV
.(<,1*
$ 3URYLGHDIDFWRU\UHJLVWHUHGNH\LQJV\VWHPFRPSO\LQJZLWKJXLGHOLQHVLQ$16,%+0$$ LQFRUSRUDWLQJGHFLVLRQVPDGHDWNH\LQJFRQIHUHQFH
% 3URYLGHF\OLQGHUVFRUHVNH\HGLQWR2ZQHU¶VIDFWRU\UHJLVWHUHGNH\LQJV\VWHPFRPSO\LQJZLWKJXLGHOLQHV LQ$16,%+0$$LQFRUSRUDWLQJGHFLVLRQVPDGHDWNH\LQJFRQIHUHQFH & 5HTXLUHPHQWV

3URYLGHSHUPDQHQWF\OLQGHUVFRUHVNH\HGE\WKHPDQXIDFWXUHUDFFRUGLQJWRWKHIROORZLQJNH\ V\VWHP
D 0DVWHU.H\LQJV\VWHPDVGLUHFWHGE\WKH2ZQHU
)RUZDUGELWWLQJOLVWDQGNH\VVHSDUDWHO\IURPF\OLQGHUVE\PHDQVDVGLUHFWHGE\2ZQHU)DLOXUHWR FRPSO\ZLWKIRUZDUGLQJUHTXLUHPHQWVVKDOOEHFDXVHIRUUHSODFHPHQWRIF\OLQGHUVFRUHVLQYROYHGDW QRDGGLWLRQDOFRVWWR2ZQHU
3URYLGHNH\VZLWKWKHIROORZLQJIHDWXUHV

D 0DWHULDO
1LFNHOVLOYHU
PLQLPXPWKLFNQHVVRILQFK
PP

,GHQWLILFDWLRQ

D 0DUNSHUPDQHQWF\OLQGHUVFRUHVDQGNH\VZLWKDSSOLFDEOHEOLQGFRGHSHU'+,SXEOLFDWLRQ³.H\LQJ 6\VWHPVDQG1RPHQFODWXUH´IRULGHQWLILFDWLRQ%OLQGFRGHPDUNVVKDOOQRWLQFOXGHDFWXDONH\FXWV -RE1DPH
$UQHLOO5RDG$IIRUGDEOH+RXVLQJ
-RE1XPEHU
+6 6HFWLRQ

3DJHRI
E ,GHQWLILFDWLRQVWDPSLQJSURYLVLRQVPXVWEHDSSURYHGE\WKH$UFKLWHFWDQG2ZQHU F 6WDPSF\OLQGHUVFRUHVDQGNH\VZLWK2ZQHU¶VXQLTXHNH\V\VWHPIDFLOLW\FRGHDVHVWDEOLVKHGE\ WKHPDQXIDFWXUHU
NH\V\PERODQGHPERVVHGRUVWDPSHGZLWK³'2127'83/,&$7(´DORQJ ZLWKWKH³3$7(17('´RUSDWHQWQXPEHUWRHQIRUFHWKHSDWHQWSURWHFWLRQSHURZQHUVWDQGDUG G )DLOXUHWRFRPSO\ZLWKVWDPSLQJUHTXLUHPHQWVVKDOOEHFDXVHIRUUHSODFHPHQWRINH\VLQYROYHGDW QRDGGLWLRQDOFRVWWR2ZQHU
H )RUZDUGSHUPDQHQWF\OLQGHUVFRUHVWR2ZQHUVHSDUDWHO\IURPNH\VE\PHDQVDVGLUHFWHGE\ 2ZQHU
4XDQWLW\
)XUQLVKLQWKHIROORZLQJTXDQWLWLHV
D &KDQJH
'D\
.H\V
SHUF\OLQGHUFRUH
E 0DVWHU.H\V

.(<&21752/6<67(0
$ 0DQXIDFWXUHUV

6FKHGXOHG0DQXIDFWXUHU
/XQG
$FFHSWDEOH0DQXIDFWXUHUV
+3&7HONHH
% 5HTXLUHPHQWV

3URYLGHNH\FRQWUROV\VWHPLQFOXGLQJHQYHORSHVODEHOVWDJVZLWKVHOIORFNLQJNH\FOLSVUHFHLSW IRUPVZD\YLVLEOHFDUGLQGH[WHPSRUDU\PDUNHUVSHUPDQHQWPDUNHUVDQGVWDQGDUGPHWDO FDELQHWDOODVUHFRPPHQGHGE\V\VWHPPDQXIDFWXUHUZLWKFDSDFLW\IRURIQXPEHURIORFNV UHTXLUHGIRU3URMHFW
D 3URYLGHFRPSOHWHFURVVLQGH[V\VWHPVHWXSE\KDUGZDUHVXSSOLHUDQGSODFHNH\VRQPDUNHUV DQGKRRNVLQFDELQHWDVGHWHUPLQHGE\ILQDONH\VFKHGXOH E 3URYLGHKLQJHGSDQHOW\SHFDELQHWIRUZDOOPRXQWLQJ '225&/26(56
$ 0DQXIDFWXUHUVDQG3URGXFWV

6FKHGXOHG0DQXIDFWXUHUDQG3URGXFW
/&1;3VHULHV
$FFHSWDEOH0DQXIDFWXUHUVDQG3URGXFWV
6DUJHQWVHULHV
% 5HTXLUHPHQWV

3URYLGHGRRUFORVHUVFRQIRUPLQJWR$16,%+0$$*UDGHUHTXLUHPHQWVE\%+0$FHUWLILHG LQGHSHQGHQWWHVWLQJODERUDWRU\,62
FHUWLI\FORVHUV6WDPSXQLWVZLWKGDWHRIPDQXIDFWXUHFRGH 3URYLGHGRRUFORVHUVZLWKIXOO\K\GUDXOLFIXOOUDFNDQGSLQLRQDFWLRQZLWKKLJKVWUHQJWKFDVWLURQ F\OLQGHUDQGIXOOFRPSOHPHQWEHDULQJVDWVKDIW
&\OLQGHU%RG\
LQFK
PP
GLDPHWHUSLVWRQZLWKLQFK
PP
GLDPHWHU
+\GUDXOLF)OXLG
)LUHSURRISDVVLQJUHTXLUHPHQWVRI8/&DQGUHTXLULQJQRVHDVRQDOFORVHU DGMXVWPHQWIRUWHPSHUDWXUHVUDQJLQJIURPGHJUHHV)WRGHJUHHV) 6SULQJ3RZHU
&RQWLQXRXVO\DGMXVWDEOHRYHUIXOOUDQJHRIFORVHUVL]HVDQGSURYLGLQJUHGXFHG RSHQLQJIRUFHDVUHTXLUHGE\DFFHVVLELOLW\FRGHVDQGVWDQGDUGV +\GUDXOLF5HJXODWLRQ
%\WDPSHUSURRIQRQFULWLFDOYDOYHVZLWKVHSDUDWHDGMXVWPHQWIRUODWFKVSHHG JHQHUDOVSHHGDQGEDFNFKHFN3URYLGHJUDSKLFDOO\ODEHOOHGLQVWUXFWLRQVRQWKHFORVHUERG\DGMDFHQW WRHDFKDGMXVWPHQWYDOYH
3URYLGHFORVHUVZLWKVROLGIRUJHGVWHHOPDLQDUPVDQGIDFWRU\DVVHPEOHGKHDY\GXW\IRUJHGIRUHDUPV IRUSDUDOOHODUPFORVHUV
-RE1DPH
$UQHLOO5RDG$IIRUGDEOH+RXVLQJ
-RE1XPEHU
+6 6HFWLRQ

3DJH
RI
)LQLVKIRU&ORVHU&\OLQGHUV$UPV$GDSWHU3ODWHVDQG0HWDO&RYHUV 3RZGHUFRDWLQJILQLVKZKLFK
KDVEHHQFHUWLILHGWRH[FHHGKRXUVVDOWVSUD\WHVWLQJDVGHVFULEHGLQ$16,6WDQGDUG$DQG $670%RUKDVVSHFLDOUXVWLQKLELWRU
65,

3URYLGHVSHFLDOWHPSODWHVGURSSODWHVPRXQWLQJEUDFNHWVRUDGDSWHUVIRUDUPVDVUHTXLUHGIRU GHWDLOVRYHUKHDGVWRSVDQGRWKHUGRRUKDUGZDUHLWHPVLQWHUIHULQJZLWKFORVHUPRXQWLQJ
'225&/26(56
$ 0DQXIDFWXUHUVDQG3URGXFWV

6FKHGXOHG0DQXIDFWXUHUDQG3URGXFW
/&1VHULHV
$FFHSWDEOH0DQXIDFWXUHUVDQG3URGXFWV
1RUWRQ%)VHULHV6DUJHQWVHULHV
% 5HTXLUHPHQWV

3URYLGHGRRUFORVHUVFRQIRUPLQJWR$16,%+0$$*UDGHUHTXLUHPHQWVE\%+0$FHUWLILHG LQGHSHQGHQWWHVWLQJODERUDWRU\
3URYLGHGRRUFORVHUVZLWKIXOO\K\GUDXOLFIXOOUDFNDQGSLQLRQF\OLQGHU &ORVHU%RG\
LQFK
PP
GLDPHWHUZLWKLQFK
PP
GLDPHWHUKHDWWUHDWHGSLQLRQ
MRXUQDO
+\GUDXOLF)OXLG
)LUHSURRISDVVLQJUHTXLUHPHQWVRI8/&DQGUHTXLULQJQRVHDVRQDOFORVHU DGMXVWPHQWIRUWHPSHUDWXUHVUDQJLQJIURPGHJUHHV)WRGHJUHHV) 6SULQJ3RZHU
&RQWLQXRXVO\DGMXVWDEOHRYHUIXOOUDQJHRIFORVHUVL]HVDQGSURYLGLQJUHGXFHG RSHQLQJIRUFHDVUHTXLUHGE\DFFHVVLELOLW\FRGHVDQGVWDQGDUGV> +\GUDXOLF5HJXODWLRQ
%\WDPSHUSURRIQRQFULWLFDOYDOYHVZLWKVHSDUDWHDGMXVWPHQWIRUODWFKVSHHG JHQHUDOVSHHGDQGEDFNFKHFN
3UHVVXUH5HOLHI9DOYH
359
7HFKQRORJ\
QRWSHUPLWWHG
3URYLGHVSHFLDOWHPSODWHVGURSSODWHVPRXQWLQJEUDFNHWVRUDGDSWHUVIRUDUPVDVUHTXLUHGIRU GHWDLOVRYHUKHDGVWRSVDQGRWKHUGRRUKDUGZDUHLWHPVLQWHUIHULQJZLWKFORVHUPRXQWLQJ '22575,0
$ 0DQXIDFWXUHUV

6FKHGXOHG0DQXIDFWXUHU
,YHV
$FFHSWDEOH0DQXIDFWXUHUV
7ULPFR+DJHU
% 5HTXLUHPHQWV

3URYLGHSXVKSODWHVLQFKHV
PP
ZLGHE\LQFKHV
PP
KLJKE\LQFK
PP
WKLFN
DQGEHYHOHGHGJHV:KHUHZLGWKRIGRRUVWLOHSUHYHQWVXVHRILQFKHV PP
ZLGHSODWHDGMXVW
ZLGWKWRILW
3URYLGHSXVKEDUVRIVROLGEDUVWRFNGLDPHWHUDQGOHQJWKDVVFKHGXOHG3URYLGHSXVKEDUVRI VXIILFLHQWOHQJWKWRVSDQIURPFHQWHUWRFHQWHURIHDFKVWLOH:KHUHUHTXLUHGPRXQWEDFNWREDFN ZLWKSXOO
3URYLGHRIIVHWSXOOVRIVROLGEDUVWRFNGLDPHWHUDQGOHQJWKDVVFKHGXOHG:KHUHUHTXLUHGPRXQW EDFNWREDFNZLWKSXVKEDU
3URYLGHIOXVKSXOOVDVVFKHGXOHG:KHUHUHTXLUHGSURYLGHEDFNWREDFNPRXQWHGPRGHO 3URYLGHSXOOVRIVROLGEDUVWRFNGLDPHWHUDQGOHQJWKDVVFKHGXOHG:KHUHUHTXLUHGPRXQWEDFNWR EDFNZLWKSXVKEDU
3URYLGHSXOOSODWHVLQFKHV
PP
ZLGHE\LQFKHV
PP
KLJKE\LQFK
PP
WKLFN
EHYHOHGHGJHVDQGSUHSSHGIRUSXOO:KHUHZLGWKRIGRRUVWLOHSUHYHQWVXVHRILQFKHV PP

ZLGHSODWHDGMXVWZLGWKWRILW
3URYLGHZLUHSXOOVRIVROLGEDUVWRFNGLDPHWHUDQGOHQJWKDVVFKHGXOHG 3URYLGHGHFRUDWLYHSXOOVDVVFKHGXOHG:KHUHUHTXLUHGPRXQWEDFNWREDFNZLWKSXOO -RE1DPH
$UQHLOO5RDG$IIRUGDEOH+RXVLQJ
-RE1XPEHU
+6 6HFWLRQ

3DJHRI
3527(&7,213/$7(6
$ 0DQXIDFWXUHUV

6FKHGXOHG0DQXIDFWXUHU
,YHV
$FFHSWDEOH0DQXIDFWXUHUV
5RFNZRRG7ULPFR
% 5HTXLUHPHQWV

3URYLGHNLFNSODWHVPRSSODWHVDQGDUPRUSODWHVPLQLPXPRILQFK PP
WKLFNEHYHOHGIRXU
HGJHVDVVFKHGXOHG)XUQLVKZLWKVKHHWPHWDORUZRRGVFUHZVILQLVKHGWRPDWFKSODWHV 6L]HVRISODWHV

D .LFN3ODWHV
LQFKHV
PP
KLJKE\LQFKHV
PP
OHVVZLGWKRIGRRURQVLQJOHGRRUV
LQFK
PP
OHVVZLGWKRIGRRURQSDLUV
E 0RS3ODWHV
LQFKHV
PP
KLJKE\LQFKHV
PP
OHVVZLGWKRIGRRURQVLQJOHGRRUV
LQFK
PP
OHVVZLGWKRIGRRURQSDLUV
F $UPRU3ODWHV
LQFKHV

PP
KLJKE\LQFKHV
PP
OHVVZLGWKRIGRRURQVLQJOHGRRUV
LQFK
PP
OHVVZLGWKRIGRRURQSDLUV
'22567236$1'+2/'(56
$ 0DQXIDFWXUHUV

6FKHGXOHG0DQXIDFWXUHU
,YHV
$FFHSWDEOH0DQXIDFWXUHUV
5RFNZRRG7ULPFR
% 3URYLGHGRRUVWRSVDWHDFKGRRUOHDI

3URYLGHZDOOVWRSVZKHUHYHUSRVVLEOH3URYLGHFRQYH[W\SHZKHUHPRUWLVHW\SHORFNVDUHXVHGDQG FRQFDYHW\SHZKHUHF\OLQGULFDOW\SHORFNVDUHXVHG
:KHUHDZDOOVWRSFDQQRWEHXVHGSURYLGHXQLYHUVDOIORRUVWRSVIRUORZRUKLJKULVHRSWLRQV :KHUHZDOORUIORRUVWRSFDQQRWEHXVHGSURYLGHPHGLXPGXW\VXUIDFHPRXQWHGRYHUKHDGVWRS 7+5(6+2/'66($/6'2256:((36$8720$7,&'225%277206$1'*$6.(7,1* $ 0DQXIDFWXUHUV

6FKHGXOHG0DQXIDFWXUHU
=HUR,QWHUQDWLRQDO
$FFHSWDEOH0DQXIDFWXUHUV
1DWLRQDO*XDUG3HPNR7ULPFR
% 5HTXLUHPHQWV

3URYLGHWKUHVKROGVZHDWKHUVWULSSLQJ
LQFOXGLQJGRRUVZHHSVVHDOVDQGDVWUDJDOV
DQGJDVNHWLQJ
V\VWHPV
LQFOXGLQJVPRNHVRXQGDQGOLJKW
DVVSHFLILHGDQGSHUDUFKLWHFWXUDOGHWDLOV0DWFKILQLVK RIRWKHULWHPV
6L]HRIWKUHVKROGV

D 6DGGOH7KUHVKROGV
LQFK
PP
KLJKE\MDPEZLGWKE\GRRUZLGWK
E %XPSHU6HDO7KUHVKROGV
LQFK
PP
KLJKE\LQFKHV
PP
ZLGHE\GRRUZLGWK
3URYLGHGRRUVZHHSVVHDOVDVWUDJDOVDQGDXWRGRRUERWWRPVRQO\RIW\SHZKHUHUHVLOLHQWRUIOH[LEOH VHDOVWULSLVHDVLO\UHSODFHDEOHDQGUHDGLO\DYDLODEOH -RE1DPH
$UQHLOO5RDG$IIRUGDEOH+RXVLQJ
-RE1XPEHU
+6 6HFWLRQ

3DJHRI
0$*1(7,&&$7&+(6
$ 0DQXIDFWXUHUV

6FKHGXOHG0DQXIDFWXUHU
,YHV
$FFHSWDEOH0DQXIDFWXUHUV
(QJLQHHUHG3URGXFWV&RPSDQ\5RFNZRRG
% 5HTXLUHPHQWV

3URYLGHPDJQHWLFFDWFKHVZLWKVHOIDOLJQLQJPDJQHWVWKDWFDQEHVXUIDFHPRXQWHGRUPRUWLVHG 3URYLGHPDJQHWLFFDWFKHVLQDQDOXPLQXPFDVHLQFKZLGH[LQFKORQJ3URYLGHGXDOWULSOHSROH

,YHV
ZKHUHVFKHGXOHGZLWKSRXQGORDGFDSDFLW\DQGGXDOGRXEOHSROHFDWFKHV ,YHV

ZKHUHVFKHGXOHGZLWK
SRXQGORDGFDSDFLW\
'2259,(:(56
$ 0DQXIDFWXUHUV

6FKHGXOHG0DQXIDFWXUHU
,YHV
$FFHSWDEOH0DQXIDFWXUHUV
5RFNZRRG7ULPFR
% 3URYLGHDSSURSULDWHGRRUYLHZHUIRUGRRUW\SHDQGUDWLQJZLWKPLQLPXPRIGHJUHHYLHZDUHD 6/,',1*'225+$5':$5(
$ 0DQXIDFWXUHUV

6FKHGXOHG0DQXIDFWXUHU
-RKQVRQ+DUGZDUH
$FFHSWDEOH0DQXIDFWXUHUV
+lIHOH5LFKDUGV:LOFR[.1&URZGHU
% 5HTXLUHPHQWV

3URYLGHFRPSOHWHVHWVRIVOLGLQJGRRUKDUGZDUHDVUHFRPPHQGHGE\PDQXIDFWXUHUIRUGRRUW\SHDQG ZHLJKW
,QFOXGHWUDFNFKDQQHOVEUDFNHWVKDQJHUVIDVWHQHUVJXLGHVSXOOVVWRSVDQGRWKHUKDUGZDUHDV UHTXLUHGIRUFRPSOHWHLQVWDOODWLRQ
%,3$66'225+$5':$5(
$ 0DQXIDFWXUHUV

6FKHGXOHG0DQXIDFWXUHU
-RKQVRQ+DUGZDUH
$FFHSWDEOH0DQXIDFWXUHUV
+DJHU.1&URZGHU
% 5HTXLUHPHQWV

3URYLGHFRPSOHWHVHWVRI%\SDVVGRRUKDUGZDUHDVUHFRPPHQGHGE\PDQXIDFWXUHUIRUGRRUW\SH DQGZHLJKW
D ,QFOXGHWUDFNKDQJHUVIDVWHQHUVJXLGHVFXSSXOOVVWRSVDQGRWKHUKDUGZDUHDVUHTXLUHGIRU FRPSOHWHLQVWDOODWLRQ
%,)2/''225+$5':$5(
$ 0DQXIDFWXUHU

-RE1DPH
$UQHLOO5RDG$IIRUGDEOH+RXVLQJ
-RE1XPEHU
+6 6HFWLRQ

3DJHRI
6FKHGXOHG0DQXIDFWXUHU
-RKQVRQ+DUGZDUH+DJHU
$FFHSWDEOH0DQXIDFWXUHUV
+DJHU.1&URZGHU
% 5HTXLUHPHQWV

3URYLGHFRPSOHWHVHWVRIELIROGGRRUKDUGZDUHDVUHFRPPHQGHGE\PDQXIDFWXUHUIRUGRRUW\SHDQG ZHLJKW
D ,QFOXGHWUDFNKDQJHUVIDVWHQHUVJXLGHVDQGRWKHUKDUGZDUHDVUHTXLUHGIRUFRPSOHWH LQVWDOODWLRQ

32&.(7'225+$5':$5(
$ 0DQXIDFWXUHUV

6FKHGXOHG0DQXIDFWXUHU
-RKQVRQ+DUGZDUH
$FFHSWDEOH0DQXIDFWXUHUV
+DJHU.1&URZGHU
% 5HTXLUHPHQWV

3URYLGHFRPSOHWHVHWVRISRFNHWGRRUKDUGZDUHDVUHFRPPHQGHGE\PDQXIDFWXUHUIRUGRRUW\SHDQG ZHLJKW
D ,QFOXGHWUDFNKDQJHUVIDVWHQHUVJXLGHVVWRSVDQGRWKHUKDUGZDUHDVUHTXLUHGIRUFRPSOHWH LQVWDOODWLRQ
/$7&+3527(&7256
$ 0DQXIDFWXUHUV

6FKHGXOHG0DQXIDFWXUHU
,YHV
$FFHSWDEOH0DQXIDFWXUHUV
5RFNZRRG7ULPFR
% 3URYLGHVWDLQOHVVVWHHOODWFKSURWHFWRUVRIW\SHUHTXLUHGWRIXQFWLRQZLWKVSHFLILHGORFN &2$7+22.6
$ 0DQXIDFWXUHUV

6FKHGXOHG0DQXIDFWXUHU
,YHV
$FFHSWDEOH0DQXIDFWXUHUV
5RFNZRRG7ULPFR
% 3URYLGHFRDWKRRNVDVVSHFLILHG
),1,6+(6
$ )LQLVK
%+0$H
86

H[FHSW

&RQWLQXRXV+LQJHV
%+0$
$1

3XVK3ODWHV3XOOVDQG3XVK%DUV
%+0$

63

3URWHFWLRQ3ODWHV
%+0$

63

'RRU&ORVHUV
3RZGHU&RDWWR0DWFK
:HDWKHUVWULSSLQJ
'DUN%URQ]H$QRGL]HG$OXPLQXP
7KUHVKROGV
([WUXGHG$UFKLWHFWXUDO%URQ]H2LO5XEEHG
-RE1DPH
$UQHLOO5RDG$IIRUGDEOH+RXVLQJ
-RE1XPEHU
+6 6HFWLRQ

3DJHRI
3$57(;(&87,21
(;$0,1$7,21
$ 3ULRUWRLQVWDOODWLRQRIKDUGZDUHH[DPLQHGRRUVDQGIUDPHVZLWK,QVWDOOHUSUHVHQWIRUFRPSOLDQFHZLWK UHTXLUHPHQWVIRULQVWDOODWLRQWROHUDQFHVODEHOHGILUHUDWHGGRRUDVVHPEO\FRQVWUXFWLRQZDOODQGIORRU FRQVWUXFWLRQDQGRWKHUFRQGLWLRQVDIIHFWLQJSHUIRUPDQFH % ([DPLQHURXJKLQJLQIRUHOHFWULFDOSRZHUV\VWHPVWRYHULI\DFWXDOORFDWLRQVRIZLULQJFRQQHFWLRQVEHIRUH HOHFWULILHGGRRUKDUGZDUHLQVWDOODWLRQ
& 3URFHHGZLWKLQVWDOODWLRQRQO\DIWHUXQVDWLVIDFWRU\FRQGLWLRQVKDYHEHHQFRUUHFWHG 35(3$5$7,21
$ :KHUHRQVLWHPRGLILFDWLRQRIGRRUVDQGIUDPHVLVUHTXLUHG
&DUHIXOO\UHPRYHH[LVWLQJGRRUKDUGZDUHDQGFRPSRQHQWVEHLQJUHXVHG&OHDQSURWHFWWDJDQG VWRUHLQDFFRUGDQFHZLWKVWRUDJHDQGKDQGOLQJUHTXLUHPHQWVVSHFLILHGKHUHLQ )LHOGPRGLI\DQGSUHSDUHH[LVWLQJGRRUDQGIUDPHIRUQHZKDUGZDUHEHLQJLQVWDOOHG :KHQPRGLILFDWLRQVDUHH[SRVHGWRYLHZXVHFRQFHDOHGIDVWHQHUVZKHQSRVVLEOH 3UHSDUHKDUGZDUHORFDWLRQVDQGUHLQVWDOOLQDFFRUGDQFHZLWKLQVWDOODWLRQUHTXLUHPHQWVIRUQHZGRRU KDUGZDUHDQGZLWK

D 6WHHO'RRUVDQG)UDPHV
)RUVXUIDFHDSSOLHGGRRUKDUGZDUHGULOODQGWDSGRRUVDQGIUDPHV DFFRUGLQJWR$16,6',$
E :RRG'RRUV
'+,:'+65HFRPPHQGHG+DUGZDUH5HLQIRUFHPHQW/RFDWLRQVIRU0LQHUDO &RUH:RRG)OXVK'RRUV
F 'RRUVLQUDWHGDVVHPEOLHV
1)3$IRUUHVWULFWLRQVRQRQVLWHGRRUKDUGZDUHSUHSDUDWLRQ ,167$//$7,21
$ 0RXQWLQJ+HLJKWV
0RXQWGRRUKDUGZDUHXQLWVDWKHLJKWVWRFRPSO\ZLWKWKHIROORZLQJXQOHVVRWKHUZLVH LQGLFDWHGRUUHTXLUHGWRFRPSO\ZLWKJRYHUQLQJUHJXODWLRQV 6WDQGDUG6WHHO'RRUVDQG)UDPHV
$16,6',$
&XVWRP6WHHO'RRUVDQG)UDPHV
+00$
:RRG'RRUV
'+,:'+65HFRPPHQGHG/RFDWLRQVIRU$UFKLWHFWXUDO+DUGZDUHIRU:RRG)OXVK 'RRUV
% ,QVWDOOHDFKKDUGZDUHLWHPLQFRPSOLDQFHZLWKPDQXIDFWXUHU¶VLQVWUXFWLRQVDQGUHFRPPHQGDWLRQVXVLQJ RQO\IDVWHQHUVSURYLGHGE\PDQXIDFWXUHU
& 'RQRWLQVWDOOVXUIDFHPRXQWHGLWHPVXQWLOILQLVKHVKDYHEHHQFRPSOHWHGRQVXEVWUDWH3URWHFWDOO LQVWDOOHGKDUGZDUHGXULQJSDLQWLQJ
' 6HWXQLWVOHYHOSOXPEDQGWUXHWROLQHDQGORFDWLRQ$GMXVWDQGUHLQIRUFHDWWDFKPHQWVXEVWUDWHDV QHFHVVDU\IRUSURSHULQVWDOODWLRQDQGRSHUDWLRQ
( 'ULOODQGFRXQWHUVLQNXQLWVWKDWDUHQRWIDFWRU\SUHSDUHGIRUDQFKRUDJHIDVWHQHUV6SDFHIDVWHQHUVDQG DQFKRUVDFFRUGLQJWRLQGXVWU\VWDQGDUGV
) ,QVWDOORSHUDWLQJSDUWVVRWKH\PRYHIUHHO\DQGVPRRWKO\ZLWKRXWELQGLQJVWLFNLQJRUH[FHVVLYH FOHDUDQFH
* +LQJHV
,QVWDOOW\SHVDQGLQTXDQWLWLHVLQGLFDWHGLQGRRUKDUGZDUHVFKHGXOHEXWQRWIHZHUWKDQTXDQWLW\ UHFRPPHQGHGE\PDQXIDFWXUHUIRUDSSOLFDWLRQLQGLFDWHGRURQHKLQJHIRUHYHU\LQFKHV PP
RI
-RE1DPH
$UQHLOO5RDG$IIRUGDEOH+RXVLQJ
-RE1XPEHU
+6 6HFWLRQ

3DJHRI
GRRUKHLJKWZKLFKHYHULVPRUHVWULQJHQWXQOHVVRWKHUHTXLYDOHQWPHDQVRIVXSSRUWIRUGRRUVXFKDV VSULQJKLQJHVRUSLYRWVDUHSURYLGHG
+ /RFN&\OLQGHUV
,QVWDOOFRQVWUXFWLRQFRUHVWRVHFXUHEXLOGLQJDQGDUHDVGXULQJFRQVWUXFWLRQSHULRG 5HSODFHFRQVWUXFWLRQFRUHVZLWKSHUPDQHQWFRUHVDVLQGLFDWHGLQNH\LQJVHFWLRQ , :LULQJ
&RRUGLQDWHZLWK'LYLVLRQ(/(&75,&$/VHFWLRQVIRU

&RQGXLWMXQFWLRQER[HVDQGZLUHSXOOV
&RQQHFWLRQVWRDQGIURPSRZHUVXSSOLHVWRHOHFWULILHGKDUGZDUH &RQQHFWLRQVWRILUHVPRNHDODUPV\VWHPDQGVPRNHHYDFXDWLRQV\VWHP &RQQHFWLRQRIZLUHWRGRRUSRVLWLRQVZLWFKHVDQGZLUHUXQVWRFHQWUDOURRPRUDUHDDVGLUHFWHGE\ $UFKLWHFW
7HVWLQJDQGODEHOLQJZLUHVZLWK$UFKLWHFW¶VRSHQLQJQXPEHU - .H\&RQWURO6\VWHP
7DJNH\VDQGSODFHWKHPRQPDUNHUVDQGKRRNVLQNH\FRQWUROV\VWHPFDELQHWDV GHWHUPLQHGE\ILQDONH\LQJVFKHGXOH
. 'RRU&ORVHUV
0RXQWFORVHUVRQURRPVLGHRIFRUULGRUGRRUVLQVLGHRIH[WHULRUGRRUVDQGVWDLUVLGHRI VWDLUZD\GRRUVIURPFRUULGRUV&ORVHUVVKDOOQRWEHYLVLEOHLQFRUULGRUVOREELHVDQGRWKHUSXEOLFVSDFHV XQOHVVDSSURYHGE\$UFKLWHFW
/ &ORVHU+ROGHUV
0RXQWFORVHUKROGHUVRQURRPVLGHRIFRUULGRUGRRUVLQVLGHRIH[WHULRUGRRUVDQGVWDLU VLGHRIVWDLUZD\GRRUV
0 3RZHU6XSSOLHV
/RFDWHSRZHUVXSSOLHVDVLQGLFDWHGRULIQRWLQGLFDWHGDERYHDFFHVVLEOHFHLOLQJVRULQ HTXLSPHQWURRPRUDOWHUQDWHORFDWLRQDVGLUHFWHGE\$UFKLWHFW &RRUGLQDWLRQ
&RRUGLQDWHSURYLVLRQZLWKWKHVHFXULW\V\VWHPVSURYLGHUWRPLWLJDWHH[FHVVLYHRU UHGXQGDQWSXUFKDVH
&RQILJXUDWLRQ
3URYLGHOHDVWQXPEHURISRZHUVXSSOLHVUHTXLUHGWRDGHTXDWHO\VHUYHGRRUV ZLWK HOHFWULILHGGRRUKDUGZDUH
1 7KUHVKROGV
6HWWKUHVKROGVLQIXOOEHGRIVHDODQWFRPSO\LQJZLWKUHTXLUHPHQWVVSHFLILHGLQ'LYLVLRQ 6HFWLRQ-RLQW6HDODQWV
2 6WRSV
3URYLGHIORRUVWRSVIRUGRRUVXQOHVVZDOORURWKHUW\SHVWRSVDUHLQGLFDWHGLQGRRUKDUGZDUH VFKHGXOH'RQRWPRXQWIORRUVWRSVZKHUHWKH\PD\LPSHGHWUDIILFRUSUHVHQWWULSSLQJKD]DUG 3 3HULPHWHU*DVNHWLQJ
$SSO\WRKHDGDQGMDPEIRUPLQJVHDOEHWZHHQGRRUDQGIUDPH 4 0HHWLQJ6WLOH*DVNHWLQJ
)DVWHQWRPHHWLQJVWLOHVIRUPLQJVHDOZKHQGRRUVDUHFORVHG 5 'RRU%RWWRPV
$SSO\WRERWWRPRIGRRUIRUPLQJVHDOZLWKWKUHVKROGZKHQGRRULVFORVHG $'-867,1*
$ ,QLWLDO$GMXVWPHQW
$GMXVWDQGFKHFNHDFKRSHUDWLQJLWHPRIGRRUKDUGZDUHDQGHDFKGRRUWRHQVXUH SURSHURSHUDWLRQRUIXQFWLRQRIHYHU\XQLW5HSODFHXQLWVWKDWFDQQRWEHDGMXVWHGWRRSHUDWHDVLQWHQGHG $GMXVWGRRUFRQWUROGHYLFHVWRFRPSHQVDWHIRUILQDORSHUDWLRQRIKHDWLQJDQGYHQWLODWLQJHTXLSPHQWDQGWR FRPSO\ZLWKUHIHUHQFHGDFFHVVLELOLW\UHTXLUHPHQWV
6SULQJ+LQJHV
$GMXVWWRDFKLHYHSRVLWLYHODWFKLQJZKHQGRRULVDOORZHGWRFORVHIUHHO\IURPDQRSHQ SRVLWLRQRIGHJUHHV
(OHFWULF6WULNHV
$GMXVWKRUL]RQWDODQGYHUWLFDODOLJQPHQWRINHHSHUWRSURSHUO\HQJDJHORFNEROW 'RRU&ORVHUV
$GMXVWVZHHSSHULRGWRFRPSO\ZLWKDFFHVVLELOLW\UHTXLUHPHQWVDQGUHTXLUHPHQWVRI DXWKRULWLHVKDYLQJMXULVGLFWLRQ
-RE1DPH
$UQHLOO5RDG$IIRUGDEOH+RXVLQJ
-RE1XPEHU
+6 6HFWLRQ

3DJHRI
% 2FFXSDQF\$GMXVWPHQW
$SSUR[LPDWHO\WKUHHPRQWKVDIWHUGDWHRI6XEVWDQWLDO&RPSOHWLRQ,QVWDOOHUVKDOO H[DPLQHDQGUHDGMXVWHDFKLWHPRIGRRUKDUGZDUHLQFOXGLQJDGMXVWLQJRSHUDWLQJIRUFHVDVQHFHVVDU\WR HQVXUHIXQFWLRQRIGRRUVGRRUKDUGZDUHDQGHOHFWULILHGGRRUKDUGZDUH &/($1,1*$1'3527(&7,21
$ &OHDQDGMDFHQWVXUIDFHVVRLOHGE\GRRUKDUGZDUHLQVWDOODWLRQ % &OHDQRSHUDWLQJLWHPVDVQHFHVVDU\WRUHVWRUHSURSHUIXQFWLRQDQGILQLVK & 3URYLGHILQDOSURWHFWLRQDQGPDLQWDLQFRQGLWLRQVWKDWHQVXUHGRRUKDUGZDUHLVZLWKRXWGDPDJHRU GHWHULRUDWLRQDWWLPHRI6XEVWDQWLDO&RPSOHWLRQ
'(021675$7,21
$ 3URYLGHWUDLQLQJIRU2ZQHU
VPDLQWHQDQFHSHUVRQQHOWRDGMXVWRSHUDWHDQGPDLQWDLQGRRUKDUGZDUHDQG GRRUKDUGZDUHILQLVKHV5HIHUWR'LYLVLRQ6HFWLRQ'HPRQVWUDWLRQDQG7UDLQLQJ '225+$5':$5(6&+('8/(
$ /RFNVHWVH[LWGHYLFHVDQGRWKHUKDUGZDUHLWHPVDUHUHIHUHQFHGLQWKHIROORZLQJKDUGZDUHVHWVIRU VHULHVW\SHDQGIXQFWLRQ5HIHUWRWKHDERYHVSHFLILFDWLRQVIRUVSHFLDOIHDWXUHVRSWLRQV F\OLQGHUVNH\LQJDQGRWKHUUHTXLUHPHQWV
% 'RQRWRUGHUPDWHULDOXQWLOVXEPLWWDOKDVEHHQUHYLHZHGVWDPSHGDQGVLJQHGE\$UFKLWHFW¶VGRRU KDUGZDUHFRQVXOWDQW
& +DUGZDUH6HWV
6HH+DUGZDUHVHWVEHORZ
$EEUHYLDWLRQ 1DPH
$'$ $GDPV5LWH0DQXIDFWXULQJ&R
%2 %\2WKHUV
,9( +%,YHV
-2+ -RKQVRQ+DUGZDUH
/&1 /&1&RPPHUFLDO'LYLVLRQ
6&( 6FKODJH(OHFWURQLF6HFXULW\
6&+ 6FKODJH/RFN&RPSDQ\
=(5 =HUR,QWHUQDWLRQDO,QF
-RE1DPH
$UQHLOO5RDG$IIRUGDEOH+RXVLQJ
-RE1XPEHU
+6 6HFWLRQ

3DJHRI
2379HUVLRQ
/HJHQG

/LQNWRFDWDORJFXWVKHHW
a(OHFWULILHG2SHQLQJ
+DUGZDUH*URXS1R
)RUXVHRQ'RRU
V

Camarillo City CouncilMarch 11, 2026

Camarillo City Council
March 11, 2026