Manteca City Council
October 21, 2025

SECTION 005213

AGREEMENT
THIS AGREEMENT, made this _____ day of ____________________________, 20____ by and between City of Manteca, hereinafter called the "City," and Diede Construction, Inc. hereinafter called the "Contractor."
W I T N E S S E T H:

Article 1. WORK
WHEREAS, the City has caused the contract documents to be prepared comprised of bidding and contract requirements and technical specifications and plans for the construction of the WQCF Breakroom & Operator Control Room Remodel as described therein, and WHEREAS, the Contractor has offered to perform the proposed work in accordance with the terms of the contract documents for the sum of $1,909,000 subject to additions and deductions provided therein.

NOW, THEREFORE, in consideration of the mutual covenants and agreements of the parties herein contained and to be performed, the Contractor hereby agrees to complete the work at the total bid and on the terms and conditions herein contained, and the City agrees to pay the Contractor as provided herein for the fulfillment of the work and the performance of the covenants set forth herein.

The further terms, conditions, and covenants of the Contract are set forth in the contract documents, each of which is by this reference made a part hereof.

Article 2. ENGINEER
The Project has been designed by the City who is hereinafter called Engineer and who is to act as the Owner's representative, assume all duties and responsibilities, and have the rights and authority assigned to Engineer in the contract documents in connection with completion of the Work in accordance with the contract documents.

Article 3. CONTRACT TIMES

3.1. The Work shall be Substantially Complete within 210 Calendar Days and all remaining items and final completion of the contract work shall be Final Complete in 240 calendar days from the date specified in the Notice to Proceed. All periods shall begin after the date when the contract times commence to run as provided in Section 2.03 of Section 007200 “The Standard General Conditions of the Construction Contract”, and ready for final payment in accordance with Paragraph 14.07B of 007200 “The Standard General Conditions of the Construction Contract”.

3.2. Liquidated Damages. The Owner and Contractor recognize that time is of the essence of this Agreement and that the Owner will suffer financial loss if the Work is not completed ATTACHMENT 21
within the times specified in Paragraph 3.1. above, plus any extensions thereof allowed in accordance with Article 12 of Section 007200 “The Standard General Conditions of the Construction Contract”. They also recognize the delays, expense and difficulties involved in proving the actual loss suffered by the Owner if the Work is not completed on time.

Accordingly, instead of requiring any such proof, the Owner and Contractor agree that as liquidated damages for delay (but not as a penalty), the Contractor shall pay the Owner $500 for each day that expires after the times specified in Paragraph 3.1 or any proper extension thereof granted by the Owner for Substantial Completion of the Work. If the Contractor shall neglect, refuse or fail to complete the remaining Work within the time specified in Paragraph 3.1. for Final Completion and any proper extension thereof granted by the Owner, the Contractor shall pay the Owner $250 for each day that expires after the time specified in Paragraph 3.1. for Final Completion and readiness for final payment.

Article 4. PAYMENT PROCEDURES
The Contractor shall submit Applications for Payment in accordance with Article 14 of Section 007200 “The Standard General Conditions of the Construction Contract”. Applications for Payment will be processed by Construction Manager as provided in the Standard General Conditions of the Construction Contract.

Article 5. INTEREST
Payment of interest shall be as provided in Section 007200 “The Standard General Conditions of the Construction Contract”.

Article 6. CONTRACTOR'S REPRESENTATIONS
In order to induce the Owner to enter into this Agreement, the Contractor makes the following representations:

6.1. The Contractor has thoroughly examined and carefully studied the contract documents (including the Addenda listed in Paragraph 8.) and the other related data identified in the Bidding Documents including "technical data."

6.2. The Contractor has visited the site and become familiar with and is satisfied as to the general, local and site conditions that may affect cost, progress, performance or furnishing of the Work.

6.3. The Contractor is familiar with and is satisfied as to all federal, state and local Laws and Regulations that may affect cost, progress, performance or furnishing of the Work.

6.4. The Contractor has carefully studied all reports of explorations and tests of subsurface conditions at or contiguous to the site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the site (except Underground Facilities) which have been identified in the Supplementary Conditions as provided in paragraph4.02A of Section 007200 “The Standard General Conditions of the Construction Contract”.

ATTACHMENT 22
The Contractor accepts the determination of the extent of the "technical data" contained in such reports and drawings upon which the Contractor is entitled to rely as provided in Paragraph 4.02A of Section 007200 “The Standard General Conditions of the Construction Contract”.

The Contractor acknowledges that such reports and drawings are not contract documents and may not be complete for the Contractor's purposes.

The Contractor acknowledges that the Owner and Engineer do not assume responsibility for the accuracy or completeness of information and data shown or indicated in the contract documents with respect to Underground Facilities at or contiguous to the site.

The Contractor has obtained and carefully studied (or assumes responsibility for having done so) all such additional supplementary examinations, investigations, explorations, tests, studies and data concerning conditions (surface, subsurface and Underground Facilities) at or contiguous to the site or otherwise which may affect cost, progress, performance or furnishing of the Work or which relate to any aspect of the means, methods, techniques, sequences and procedures of construction to be employed by the Contractor and safety precautions and programs incident thereto.

The Contractor does not consider that any additional examinations, investigations, explorations, tests, studies or data are necessary for the performance and furnishing of the Work at the Contract Price, within the contract times and in accordance with the other terms and conditions of the contract documents.

6.5. The Contractor is aware of the general nature of work to be performed by the Owner and others at the site that relates to the Work as indicated in the contract documents.

6.6. The Contractor has correlated the information known to the Contractor, information and observations obtained from visits to the site, reports and drawings identified in the contract documents and all additional examinations, investigations, explorations, tests, studies and data with the contract documents.

6.7. The Contractor has given the Owner or Engineer written notice of all conflicts, errors, ambiguities or discrepancies in the contract documents and the written resolution thereof by Engineer through issued addendum or addenda is acceptable to the Contractor, and the contract documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. When said conflicts, etc., have not been resolved through interpretation or clarification by the Owner, because of insufficient time or otherwise, The Contractor has included in the Bid the greater quantity or better quality of Work, or compliance with the more stringent requirement resulting in a greater cost; and said greater cost is included in the Contract Price.

ATTACHMENT 23
Article 7. CONTRACT DOCUMENTS
The contract documents which comprise the entire agreement between the Owner and Contractor concerning the Work consist of the following:

7.1. This Agreement.

7.2. Exhibits to this Agreement.

7.3. Performance, Payment, and other Bonds.

7.4. Notice to Proceed.

7.5. Standard General Conditions of the Construction Contract.

7.6. Supplementary Conditions.

7.7. Specifications bearing the title WQCF Breakroom & Operator Control Room Remodel as listed in table of contents thereof.

7.8. Drawings bearing the title WQCF Breakroom & Operator Control Room Remodel consisting of a cover sheet and sheets as listed in table of contents thereof.

7.9. Addenda numbers 1 to 4 marked Exhibit A.

7.10. Bid Period Questions and Answers (Part of Addenda 2 and 4).

7.11. Contractor's Bid (pages 1 to 34, inclusive) marked Exhibit B.

7.12. Documentation submitted by the Contractor prior to Notice of Award, inclusive.

7.13. The following which may be delivered or issued after the Effective Date of the Agreement and are not attached thereto:

7.14. All written amendments and other documents amending, modifying or supplementing the contract documents pursuant to Paragraph 3.04 of Section 07200 “The Standard General Conditions of the Construction Contract”.

There are no contract documents other than those listed above in this Article 7. The contract documents may only be amended, modified or supplemented as provided in Paragraph 3.04 of Section 07200 “The Standard General Conditions of the Construction Contract”.

ATTACHMENT 24
Article 8. MISCELLANEOUS

8.1. Terms used in this Agreement which are defined in Article 1 of Section 07200 “The Standard General Conditions of the Construction Contract” will have the meanings indicated in the Standard General Conditions of the Construction Contract.

8.2. No assignment by a party hereto of any rights under or interests in the contract documents will be binding on another party hereto without the written consent of the party sought to be bound; and, specifically but without limitation, moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the contract documents.

8.3. The Owner and Contractor each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect to all covenants, agreements and obligations contained in the contract documents.

8.4. Any provision or part of the contract documents held to be void or unenforceable under any Law or Regulation shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon The Owner and Contractor, who agree that the contract documents shall be reformed to replace such stricken provision or part thereof with a valid and enforceable provision that comes as close as possible to expressing the intention of the stricken provision.

ATTACHMENT 25
IN WITNESS WHEREOF, this agreement has been executed on this _____ day of ___________________, 20_____.

CITY OF MANTECA
Name of Contractor
Signature of Contractor Toni Lundgren, City Manager
ATTEST
Title of Signator
Address Cassandra Candini-Tilton, City Clerk
Phone Number Date
COUNTERSIGNED:

Contractor’s License No.

Matthew Boring, Acting Finance Director
Date
COUNTERSIGNED:

Stephanie Van Steyn, Human Resources
Director
Date

APPROVED AS TO FORM
Riana Daniel, Assistant City Attorney
Date

END OF SECTION
ATTACHMENT 26

CITY OF MANTECA

WQCF BREAKROOM AND OPERATOR CONTROL ROOM REMODEL
CIP NO. 24047
ADDENDUM 1
DATED: August 28, 2025
This addendum forms part of the Contract Documents and modifies the original Plans and Specifications. Bidders shall acknowledge receipt of this Addendum by signing the attached acknowledgement and including the Acknowledgement in their bid proposal. Failure to include the Acknowledgement with their bid may subject the bidder to disqualification.

GENERAL:

The following changes, deletions, and additions shall be made to the following documents, as noted, and shall take precedence over the original Contract Documents. All other requirements remain the same.

Item Drawing/Specification Description
001116 – Invitation to Bid Revised Specifications Section 001116 Invitation to Bid:

Delete:

Invitation to Bid
Replace with (Attachment 1):

Revised – Invitation to Bid
Asbestos Testing Results The existing breakroom’s walls, floor and ceiling were tested for asbestos. All tests came back negative for asbestos. See Attachment 1, Bovee Environmental Management Report.

ATTACHMENT 2

EXHIBIT A
7 CITY OF MANTECA

WQCF BREAKROOM AND OPERATOR CONTROL ROOM REMODEL
CIP NO. 24047
ADDENDUM 1
DATED: August 28, 2025
ATTACHMENT 1
Specifications (Replacement)

1. Section 001116 - INVITATION TO BID

2. Asbestos Report by Bovee Environmental Management, Inc.

ATTACHMENT 2

EXHIBIT A
8 SECTION 001116

INVITATION TO BID

WASTEWATER QUALITY CONTROL FACILITY (WQCF) BREAKROOM

AND OPERATOR CONTROL ROOM REMODEL
(ESTIMATED CONSTRUCTION COST – $2,000,000)
SEALED BIDS will be received by the City Clerk of the City of Manteca at 1001 West Center Street, Manteca, California until 3:00 p.m., September 24, 2025, for the Wastewater Quality Control Facility Breakroom (WQCF) and Operator Control Room Remodel. As soon as practical thereafter, sealed bids for the project will be publicly opened and read for performing work as follows:

Furnish all labor, materials, equipment, and performing all work necessary and incidental to the construction of the project known as the Wastewater Quality Control Facility (WQCF) Breakroom and Operator Control Room Remodel in according to the contract documents, inclusive of the plans and specifications. The Work includes the construction and installation of the following:

The project includes the conversion of an existing concrete building into a multipurpose break room and training room with an accessible restroom addition, as well as the renovation of an existing office area into the plant operations control room. Exterior improvements include concrete patio with a metal canopy and improvements to the accessible path of travel. A building permit for the project has finished plan check and all associated fees have been paid, the contractor is expected to sign and receive the permit.

Project shall have Substantial Completion of items within 210 calendar days and Final Completion within 240 calendar days from the date specified in the Notice to Proceed. Time for commencement and completion of the work is important. Time is of the essence in completing contract work in the specified number of calendar days.

A MANDATORY PRE-BID MEETING AND JOB WALK will be held as follows. All bidding General Contractors are encouraged to attend the following meeting. Subcontractors may also attend:

1. DATE/TIME/LOCATION:
a. Tuesday, August 26, 2025, at 10 a.m.
b. Tuesday, September 9, 2025, at 10 a.m.

2. Questions will not be answered during the pre-bid meetings.

3. All questions must be submitted in writing and a response will be provided to all the Contractors on the City website.

4. Unannounced site visits to Wastewater Quality Control Facility is not allowed.

ATTACHMENT 2

EXHIBIT A
9 a. Follow up site visits for detailed inspection of existing facilities by contractors or sub-contractors may be scheduled after the pre-bid meetings. Staff will make facilities available for inspection but will not answer contractor questions. All questions must be submitted in writing and a response will be provided to all contractors by addendum.

5. LOCATION: 2450 West Yosemite Avenue, Manteca, CA 95337. (Check in at the Administration Building).
a. Please sign in at the Meeting area and receive further instructions.

BIDDERS MUST SUBMIT BIDS ON A HARD COPY OF THE BID PROPOSAL FORMS PROVIDED IN THE CONTRACT DOCUMENTS.

Project plans and specifications are posted on the City’s website:
https://www.manteca.gov/departments/project-bid
Questions regarding the contract documents shall be submitted in writing to:

George Montross
Deputy Director of Public Works / Water Resources
City of Manteca
Public Works Department
Email: [email protected]
Last time and date for submission of questions will be by 2:00 p.m on September 11, 2025.

The City will post all bid-related questions and answers on its web site at:
https://www.manteca.gov/departments/project-bid
Refer to this web address periodically as it will be updated with bid-related questions and answers until 2:00 p.m. on September 16, 2025. The questions and answers posted at the web address above shall form part of the Contract Documents.

Bidding procedures are prescribed in the contract documents. Bids shall only be executed upon the bound bid forms provided, which are a part of said contract documents. Bid security in an amount not less than ten percent (10%) of the total bid dollar amount and conforming to the prescribed bidding procedures is required to be submitted with each bid, as a guaranty to be forfeited should the bidder, if awarded the contract, fail to enter into the same, or fails to furnish in a timely manner the bonds and/or proof of insurance.

Pursuant to the provisions of California Labor Code Section 6707, each bid submitted in response to this Invitation to Bid shall contain, as a bid item, adequate sheeting, shoring, and bracing, or equivalent method, for the protection of life and limb in trenches and open excavation, which shall conform to applicable safety orders. By listing this sum, the bidder ATTACHMENT 2

EXHIBIT A
10 warrants that its actions pursuant to this bid item shall not impose tort liability on the City, the Engineer, the Construction Manager, and their employees, agents, and subconsultants.

Pursuant to Section 1770, et. seq., of the California Labor Code, the successful bidder shall 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 and can be obtained from the Department of Industrial Relations.

Pursuant to Public Contract Code Section 22300, for moneys earned by the Contractor and withheld by the City of Manteca to ensure the performance of the Contract, the Contractor may, at its option, choose to substitute securities meeting the requirements of said Public Contract Code Section 22300.

All bidders shall be licensed under the provisions of Chapter 9, Division 3 of the Business and Professions Code of the State of California to do the type of work contemplated in the project.

In accordance with provisions of California Public Contract Code Section 3300, the City has determined that the Contractor shall possess a valid CLASS B License issued by the California State Contractor’s Licensing Board and demonstrate adequate experience in similar projects of similar size and quantity at the time that the bid is submitted. Failure to possess the specified license shall render the bid non-responsive.

The successful bidder shall furnish a Payment bond pursuant to California Civil Code 3247 et. seq., in the amount equal to one hundred percent (100%) of the Contract price. In addition, the successful bidder shall furnish a Faithful Performance Bond, in the amount equal to one hundred percent (100%) of the Contract price. All bonds submitted shall be from admitted sureties.

Each bidder shall submit with its bid a statement setting forth its experience on the forms included in the Bid Proposal.

Telephones will not be available to bidders for the preparation of the bids or for calling in bid results. Bid forms received after the designated time will not be accepted. Bidders and their authorized agents are invited to attend the bid opening.

No bidder may withdraw its bid for ninety (90) days after the date set for the opening of bids.

The successful bidder must insure that employees and applicants for employment are not discriminated against on the basis of age, color, race, national origin, ancestry, religion, sex, sexual preference, marital status, and comply with the Americans with Disabilities Act.

The City reserves the right to reject any or all bids; to make any awards or any rejections in what it alone considers to be in the best interest of the City; and waive any irregularities in the bids.

ATTACHMENT 2

EXHIBIT A
11 Each bid must be signed by or on behalf of the bidder and must be enclosed in DOUBLE SEALED ENVELOPES with the following information on the inner envelope and outer envelope:

1. Name and address of bidder

2. Project for which the bid is being submitted

3. Date and time of bid opening
The outer envelope shall include:

1. Contractor’s Bid Bond

2. Contractor’s Bid Schedule

3. Sealed inner envelope
The inner envelope shall include:

1. Contractor’s Bid Bond

2. Contractor’s Bid Schedule

3. Sealed inner envelope
The envelope or box shall be addressed to the City of Manteca, City Clerk, 1001 West Center Street, Manteca, California 95337.

Dated: _____________________ City of Manteca
_____________________________________________
Cassandra Candini-Tilton, City Clerk

END OF SECTION
ATTACHMENT 2

EXHIBIT A
12 ASBESTOS INSPECTION REPORT
A UGUST 28, 2025
BEM PROJECT NO. 25-72326
Site
Manteca Waste Water Treatment
2450 West Yosemite Avenue
Manteca, CA 95337
Prepared For
Mr. George Montross
City of Manteca
1001 West Center Street
Manteca, Ca 95337
ATTACHMENT 2

EXHIBIT A
13 August 28, 2025
Mr. George Montross
City of Manteca
1001 West Center Street
Manteca, Ca 95337
Mr. Montross:

Bovee Environmental Management, Inc. (BEM) is pleased to provide this Asbestos Survey Report regarding our asbestos inspection services at the Project Site summarized below.

I. PROJECT SUMMARY TABLE

PROJECT SITE NAME PROJECT SITE LOCATION PROJECT SITE NOTE Manteca Waste
Water Treatment 2450 West Yosemite Avenue, Manteca, CA Renovation

INSPECTION TYPE INSPECTED AREAS INSPECTION DATE
Commercial
Asbestos Survey
Breakroom, Utility Room, Men’s Bathroom,
Hall, Hall Closet, Southwest Large Room &
Southeast large Room
August 27, 2025
II. INSPECTION SUMMARY
Samples of building materials considered to be suspect asbestos containing materials* were identified and collected from the inspected renovation areas referenced above to determine their asbestos content. Samples collected from specific areas for the purpose of renovation activities are determined by the client. There maybe areas within the Subject Site that were not inspected and may contain additional suspect asbestos containing materials that were not sampled. Through proper chain-of-custody the collected samples are sent to Central Valley Laboratories for polarized light microscopy (PLM) analysis. A summary of all materials sampled and corresponding analytical results are listed below. Detailed information regarding sample number, actual sample location and analytical methods can be reviewed in attachments A and B.

SAMPLE COLLECTION SUMMARY
*See definitions on page 2.
# MATERIAL SAMPLED MATERIAL LOCATION ASBESTOS CATEGORY SQ. FT. 72326-01 12” x 12” VFT Breakroom; Various Floor None Detected - - 72326-02 Mastic Breakroom; Various Floor None Detected - - 72326-03 12” x 12” VFT Breakroom; Various Floor None Detected - - 72326-04 Mastic Breakroom; Various Floor None Detected - - 72326-05 12” x 12” VFT Breakroom; Various Floor & Hall; Floor None Detected - - Sample Collection Summary table continued on page 2.

ATTACHMENT 2

EXHIBIT A
14 # MATERIAL SAMPLED MATERIAL LOCATION ASBESTOS CATEGORY SQ. FT. 72326-06 Mastic Breakroom; Various Floor & Hall; Floor None Detected - - 72326-07 Ceramic Tile Grout Utility Room, Men’s Bathroom & Hall Closet; Walls & Floors None Detected - -
72326-08 Ceramic Tile Cement Utility Room, Men’s Bathroom & Hall Closet; Walls & Floors None Detected - -
72326-09 Cove Base Mastic Breakroom & Hall; Baseboards None Detected - - 72326-10 Concrete Southwest Large Room & Southeast Large Room; Walls None Detected - -
72326-11 Surface Texture Utility Room; Various Walls None Detected - - 72326-12 Sheetrock/Joint Compound Utility Room; Various Walls None Detected - - 72326-13 Surface Texture (Paint) Breakroom; Various Walls None Detected - - 72326-14 Sheetrock/Joint Compound Breakroom; Various Walls None Detected - - 72326-15 Sheetrock/Joint Compound Hall; Various Walls None Detected - - 72326-16 Plaster Various Walls & Ceilings Throughout None Detected - - 72326-17 Plaster Various Walls & Ceilings Throughout None Detected - - 72326-18 Plaster Various Walls & Ceilings Throughout None Detected - - 72326-19 2’ x 4’ Ceiling Panel Utility Room; Ceiling None Detected - - III. DEFINITIONS (*)
Suspect Asbestos Containing Material (ACM) - Local air quality management districts consider a material that is not wood, metal or glass, to be a suspect ACM. All suspect ACMs are assumed to contain asbestos until laboratory analysis confirms that a material has no asbestos content.

Category – ACM’s are classified as either “friable”, material that can be easily crushed or pulverized by normal hand pressure or as “non-friable”, material that cannot be easily crushed or pulverized by normal hand pressure. Friable ACMs are considered a Regulated Asbestos Containing Material (RACM) requiring Class I work practices and engineering controls. Non-friable ACMs are considered either Category I or Category II Asbestos Containing Material requiring Class II work practices and engineering controls.

Trace - Analytical results that are equal to or less than 1.0 percent asbestos by weight, but greater than 0.1 percent. Materials with a trace amount of asbestos have to be removed as asbestos containing construction material (ACCM) according to Cal-OSHA, but can be disposed as non-ACM upon point count analyses according to federal and state EPA regulations. Materials equal to or less than 0.1 percent asbestos by weight are not regulated by Cal-OSHA or EPA.

Homogeneous – Multiple samples collected of a suspect material that is similar in general appearance and from areas that appear to have been constructed at the same time are considered homogeneous. If multiple samples are collected from a similar material within a homogeneous area and only one of the multiple samples is found to contain asbestos, regulations mandate that the entirety of that material with the homogeneous area must be considered an ACM.

VFT – Vinyl Floor Tile TBD – To be determined
ATTACHMENT 2

EXHIBIT A
15 IV. ASBESTOS REGULATORY STANDARDS
California Occupational Safety and Health Administration (Cal-OSHA) ▪Friable and Non-Friable ACCMs containing more than 0.1 percent asbestos by weight are regulated. ▪Enforces regulations pertaining to workers performing ACCM removal and workers in close proximity. ▪Contractors who disturb more than 100 square feet or 160 lineal feet of ACCM must be registered by the contractor’s state license board as an asbestos removal contractor. ▪Contractors who disturb any amount of ACCM must ensure employee protection by providing accredited training, medical examinations, personal protective equipment and a negative exposure assessment.

United States Environmental Protection Agency (EPA)
▪Friable and Non-Friable ACMs containing more than 1.0 percent asbestos by weight are regulated. ▪Enforces regulations pertaining to protecting the environment, not workers. ▪Abatement Contractors who disturb more than 160 square feet or 260 linear feet of ACM must comply with the National Emissions Standards for Hazardous Air Pollutants Asbestos Regulations (40 CFR 61, Subpart M) and all state and federal requirements regarding asbestos.

Local Air Quality Control Districts
▪Friable and Non-Friable ACM’s containing more than 1.0 percent asbestos by weight are regulated. ▪Enforces regulations pertaining to local air quality; “No Visible Air Emissions”. ▪Require an asbestos survey prior to renovation or demolition. ▪Abatement Contractors who disturb more than 160 square feet or 260 linear feet of ACM must comply with the National Emissions Standards for Hazardous Air Pollutants Asbestos Regulations (40 CFR 61, Subpart M).

V. RECOMMENDATIONS
BEM recommends compliance with all federal, state and local regulations concerning asbestos.

VI. WARRANTY
Samples of suspect asbestos containing building materials, which could be disturbed during construction activities, are collected by BEM. Site inspections and sample collection methodologies are performed to meet regulatory standards and industry protocols. BEM warrants that the findings contained herein have been promulgated in general accordance with accepted professional practices at the time of its preparation as applied by professionals in the community. There is a possibility that conditions may exist in which suspect ACM’s could not be identified within the scope of the survey or were not apparent or accessible during the site visit. All scheduled work should cease and additional samples should be collected if unidentified suspect ACM’s are discovered during construction activities. If roofing materials were collected for this survey, BEM is not responsible for damages caused by sampling locations or roofing warranty voids with the manufacturer.

If quantities of asbestos containing materials are stated in this report, they are supplied for budgetary and regulatory notification purposes only. They should not be relied on for abatement bidding purposes.

ATTACHMENT 2

EXHIBIT A
16 VII. DISCLAIMER
If asbestos containing materials were impacted and/or damaged during a fire loss, then the soft and/or porous building materials and personal contents should be removed and disposed of as Asbestos Containing Building Materials (ACBM). The hard and/or nonporous building materials and personal contents can be cleaned and decontaminated on site. The locations surrounding the damaged areas should be considered contaminated with asbestos. BEM cannot assume these other areas were not impacted with asbestos. BEM recommends to either assume the building materials and/or personal contents within these surrounding locations are contaminated with asbestos; or TEM samples can be collected within these surrounding locations to determine if the asbestos contamination migrated to these surrounding locations adjacent to the known contamination.

VIII. CERTIFICATION
Inspection services relative to the Subject Site were provided by BEM’s Mr. Brett L. Bovée & Mr. Anthony J. Miller, Certified Asbestos Consultants, No. 95-1643, expiring on 03/08/2026 & Number 19-6474, expiring on 04/17/2026.

BEM looks forward to assisting you in the near future. If you have any questions regarding this report or other BEM services, please do not hesitate to call us at (209) 847-3800 or (559) 264-3800.

Regards,
Brett L. Bovée Anthony J. Miller
Brett L. Bovée, CAC, CMC, CDPH Anthony J. Miller, CAC, CDPH Certified Asbestos Consultant No. 95-1643 Certified Asbestos Consultant No. 19-6474 ATTACHMENT 2

EXHIBIT A
17 ATTACHMENT A
BEM

SAMPLE FIELD SHEET
ATTACHMENT 2

EXHIBIT A
18 Project Name: Point Count Trace Results
Address: ⃝ YES-400 ⃝ YES-1000 ⃝ NO
Type of Loss:

PLMXRFPCMMold DirectE-COLITEMAAS
Areas Inspected:

Sample# Sample Description Surface T. Time LPM Vol./Qua.

Mat. Desc.:

Mat. Loc.:

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⃝ ⃝ ⃝ ⃝
⃝⃝⃝⃝⃝⃝⃝
Relinquished by: Received by: Relinquished by: Received by:

X X X X
Time/Date: Time/Date: Time/Date:

BEM USE ONLY: Accept Samples □ Yes In.________ date____________ BEM PROJECT # TURN-AROUND TIME
SAMPLE DATE: ⃝ SAME DAY ⃝ 24HOURS
SURVEY TYPE: ⃝
Version: FCOC.03.15.22.1/1.QM

CHAIN OF CUSTODY
1643 3RD STREET
ESCALON, CA 95320
833-643-3800 ● [email protected]
Time/Date:

AF
8/27/25 3:30PM
AF 8/27
ATTACHMENT 2

EXHIBIT A
19 Project Name: Point Count Trace Results
Address: ⃝ YES-400 ⃝ YES-1000 ⃝ NO
Type of Loss:

PLMXRFPCMMold DirectE-COLITEMAAS
Areas Inspected:

Sample# Sample Description Surface T. Time LPM Vol./Qua.

Mat. Desc.:

Mat. Loc.:

W C FL
⃝ ⃝ ⃝ ⃝
⃝⃝⃝⃝⃝⃝⃝
Mat. Desc.:

Mat. Loc.:

W C FL
⃝ ⃝ ⃝ ⃝
⃝⃝⃝⃝⃝⃝⃝
Mat. Desc.:

Mat. Loc.:

W C FL
⃝ ⃝ ⃝ ⃝
⃝⃝⃝⃝⃝⃝⃝
Mat. Desc.:

Mat. Loc.:

W C FL
⃝ ⃝ ⃝ ⃝
⃝⃝⃝⃝⃝⃝⃝
Mat. Desc.:

Mat. Loc.:

W C FL
⃝ ⃝ ⃝ ⃝
⃝⃝⃝⃝⃝⃝⃝
Mat. Desc.:

Mat. Loc.:

W C FL
⃝ ⃝ ⃝ ⃝
⃝⃝⃝⃝⃝⃝⃝
Mat. Desc.:

Mat. Loc.:

W C FL
⃝ ⃝ ⃝ ⃝
⃝⃝⃝⃝⃝⃝⃝
Mat. Desc.:

Mat. Loc.:

W C FL
⃝ ⃝ ⃝ ⃝
⃝⃝⃝⃝⃝⃝⃝
Mat. Desc.:

Mat. Loc.:

W C FL
⃝ ⃝ ⃝ ⃝
⃝⃝⃝⃝⃝⃝⃝
Mat. Desc.:

Mat. Loc.:

W C FL
⃝ ⃝ ⃝ ⃝
⃝⃝⃝⃝⃝⃝⃝
Mat. Desc.:

Mat. Loc.:

W C FL
⃝ ⃝ ⃝ ⃝
⃝⃝⃝⃝⃝⃝⃝
Mat. Desc.:

Mat. Loc.:

W C FL
⃝ ⃝ ⃝ ⃝
⃝⃝⃝⃝⃝⃝⃝
Mat. Desc.:

Mat. Loc.:

W C FL
⃝ ⃝ ⃝ ⃝
⃝⃝⃝⃝⃝⃝⃝
Mat. Desc.:

Mat. Loc.:

W C FL
⃝ ⃝ ⃝ ⃝
⃝⃝⃝⃝⃝⃝⃝
Mat. Desc.:

Mat. Loc.:

W C FL
⃝ ⃝ ⃝ ⃝
⃝⃝⃝⃝⃝⃝⃝
Mat. Desc.:

Mat. Loc.:

W C FL
⃝ ⃝ ⃝ ⃝
⃝⃝⃝⃝⃝⃝⃝
Mat. Desc.:

Mat. Loc.:

W C FL
⃝ ⃝ ⃝ ⃝
⃝⃝⃝⃝⃝⃝⃝
Relinquished by: Received by: Relinquished by: Received by:

X X X X
Time/Date: Time/Date: Time/Date:

BEM USE ONLY: Accept Samples □ Yes In.________ date____________ BEM PROJECT # TURN-AROUND TIME
SAMPLE DATE: ⃝ SAME DAY ⃝ 24HOURS
SURVEY TYPE: ⃝
Version: FCOC.03.15.22.1/1.QM

CHAIN OF CUSTODY
1643 3RD STREET
ESCALON, CA 95320
833-643-3800 ● [email protected]
Time/Date:

AF
8/27/25 3:30PM
AF 8/27
ATTACHMENT 2

EXHIBIT A
20 ATTACHMENT B

LABORATORY

ANALYTICAL REPORT
ATTACHMENT 2

EXHIBIT A
21 Client Project: 25-72326
Report Prepared For:
1643 3rd Street
Escalon, CA 95320
Bovee Environmental Management
Report ID: AE251675
Dear Customer:

Sample results containing >1% asbestos are considered asbestos-containing materials (ACMs) per EPA regulatory requirements. The detection limit for the EPA 600 Method is <1% asbestos by weight as determined by visual estimation.

Enclosed are asbestos analysis results for PLM Bulk samples received at our laboratory on . The samples were analyzed for asbestos using polarizing light microscopy (PLM) under EPA 600/R-93/116 and EPA – Appendix E to Subpart E of 40 CFR Part 763 Methods.

August 27, 2025
TOTAL SAMPLES ANALYZED:
# LAYERS >1% ASBESTOS:
19 0
Gary Swanson
Kind Regards,
CVL Laboratory Director
TOTAL LAYERS ANALYZED: 29
NVLAP Lab Code 600260

Central Valley Laboratories
1643 3rd Street • Escalon, CA 95320 • Office 209-691-1800 ATTACHMENT 2

EXHIBIT A
22 EPA 600/R-93/116 and EPA – Appendix E to Subpart E of 40 CFR Part 763 Escalon, CA 95320
Client ID Layer Lab ID Color Sample Description % Asbestos

ASBESTOS REPORT SUMMARY
By: POLARIZED LIGHT MICROSCOPY
Client Project: 25-72326 Report ID: AE251675
Client:
1643 3rd Street
Bovee Environmental Management
Methodology:
72326-01 1 AE2514021 Off White 12X12 Vinyl Floor Tile None Detected 72326-02 1 AE2514022 Yellow Mastic None Detected
2 Gray Flooring Material None Detected
72326-03 1 AE2514023 Off White 12X12 Vinyl Floor Tile None Detected 72326-04 1 AE2514024 Yellow Mastic None Detected
2 Gray Flooring Material None Detected
72326-05 1 AE2514025 Marbled Gray/Black 12X12 Vinyl Floor Tile None Detected 72326-06 1 AE2514026 Yellow Mastic None Detected
72326-07 1 AE2514027 Gray Ceramic Tile Grout None Detected 72326-08 1 AE2514028 Gray Ceramic Tile Cement None Detected 72326-09 1 AE2514029 Brown Cove Base Mastic None Detected 72326-10 1 AE2514030 Gray Concrete None Detected
72326-11 1 AE2514031 White Surface Texture None Detected 72326-12 1 AE2514032 Brown; White Sheetrock None Detected 72326-13 1 AE2514033 Off White Surface Texture (Paint) None Detected

Central Valley Laboratories
1643 3rd Street • Escalon, CA 95320 • Office 209-691-1800 ATTACHMENT 2

EXHIBIT A
23 EPA 600/R-93/116 and EPA – Appendix E to Subpart E of 40 CFR Part 763 Escalon, CA 95320
Client ID Layer Lab ID Color Sample Description % Asbestos

ASBESTOS REPORT SUMMARY
By: POLARIZED LIGHT MICROSCOPY
Client Project: 25-72326 Report ID: AE251675
Client:
1643 3rd Street
Bovee Environmental Management
Methodology:
72326-14 1 AE2514034 Brown;White Sheetrock None Detected 2 White Joint Compound None Detected
3 Brown;White Sheetrock, Joint Compound Composite None Detected 72326-15 1 AE2514035 Brown;White Sheetrock None Detected 2 White Joint Compound None Detected
3 Brown;White Sheetrock, Joint Compound Composite None Detected 72326-16 1 AE2514036 White Plaster Skim Coat None Detected 2 Off White Plaster Base Coat None Detected
72326-17 1 AE2514037 White Plaster Skim Coat None Detected 2 Off White Plaster Base Coat None Detected
3 Gray Plaster Base Coat None Detected
72326-18 1 AE2514038 Off White;White Plaster Skim Coat None Detected 2 Off White Plaster Base Coat None Detected
72326-19 1 AE2514039 White;Gray 2x4 Ceiling Panel None Detected

Central Valley Laboratories
1643 3rd Street • Escalon, CA 95320 • Office 209-691-1800 ATTACHMENT 2

EXHIBIT A
24 EPA 600/R-93/116 and EPA – Appendix E to Subpart E of 40 CFR Part 763

ASBESTOS
Fibrous %
Client ID
Sample ID
Lab
Description Non-Fibrous
Lab
Attributes

NON-ASBESTOS COMPONENTS

ASBESTOS BULK ANALYSIS
By: POLARIZED LIGHT MICROSCOPY
Client Project: 25-72326
Client:
1643 3rd Street
Escalon, CA 95320
Bovee Environmental Management
Methodology:

Report ID: AE251675
Received: 08/27/2025
Analyzed: 08/27/2025
Reported: 08/28/2025
Off White
Heterogeneous
Non-Fibrous
Tightly Bound
AE2514021 12X12 Vinyl Floor Tile
Vermiculite
Calcium Carbonate
Silicates
60%
30%
10%
72326-01 None Detected
Yellow Cellulose Fiber
Homogeneous
Non-Fibrous
Bound
AE2514022 Mastic
72326-02 LAYER 1 2% Mastic 98% None Detected
Gray
Homogeneous
Non-Fibrous
Bound
Flooring Material
Binder/Filler
Silicates
60%
40%
LAYER 2 None Detected
Off White
Heterogeneous
Non-Fibrous
Tightly Bound
AE2514023 12X12 Vinyl Floor Tile
Vermiculite
Calcium Carbonate
Silicates
60%
30%
10%
72326-03 None Detected
Yellow Cellulose Fiber
Homogeneous
Non-Fibrous
Bound
AE2514024 Mastic
72326-04 LAYER 1 2% Mastic 98% None Detected
Gray
Homogeneous
Non-Fibrous
Bound
Flooring Material
Binder/Filler
Silicates
60%
40%
LAYER 2 None Detected
Marbled Gray/Black
Heterogeneous
Non-Fibrous
Tightly Bound
AE2514025 12X12 Vinyl Floor Tile
Vermiculite
Calcium Carbonate
Silicates
60%
30%
10%
72326-05 None Detected
Yellow Cellulose Fiber
Homogeneous
Non-Fibrous
Bound
AE2514026 Mastic
72326-06 2% Mastic 98% None Detected
Gray Cellulose Fiber
Homogeneous
Non-Fibrous
Bound
AE2514027 Ceramic Tile Grout
<1% Silicates
Binder/Filler
Mica
65%
35%
<1
72326-07 None Detected

Central Valley Laboratories
1643 3rd Street • Escalon, CA 95320 • Office 209-691-1800 ATTACHMENT 2

EXHIBIT A
25 EPA 600/R-93/116 and EPA – Appendix E to Subpart E of 40 CFR Part 763

ASBESTOS
Fibrous %
Client ID
Sample ID
Lab
Description Non-Fibrous
Lab
Attributes

NON-ASBESTOS COMPONENTS

ASBESTOS BULK ANALYSIS
By: POLARIZED LIGHT MICROSCOPY
Client Project: 25-72326
Client:
1643 3rd Street
Escalon, CA 95320
Bovee Environmental Management
Methodology:

Report ID: AE251675
Received: 08/27/2025
Analyzed: 08/27/2025
Reported: 08/28/2025
Gray
Homogeneous
Non-Fibrous
Tightly Bound
AE2514028 Ceramic Tile Cement
Silicates
Binder/Filler
70%
30%
72326-08 None Detected
Brown
Homogeneous
Non-Fibrous
Bound
AE2514029 Cove Base Mastic
72326-09 Mastic 100% None Detected
Gray
Homogeneous
Non-Fibrous
Tightly Bound
AE2514030 Concrete
Silicates
Gravel
Binder/Filler
30%
30%
40%
72326-10 None Detected
White
Heterogeneous
Non-Fibrous
Bound
AE2514031 Surface Texture
Paint
Calcium Carbonate
90%
10%
72326-11 None Detected
Brown; White Cellulose Fiber
Heterogeneous
Fibrous
Bound
AE2514032 Sheetrock
72326-12 15% Gypsum 85% None Detected
Sheetrock Only; No Joint Compound Present
Off White
Homogeneous
Non-Fibrous
Bound
AE2514033 Surface Texture (Paint)
72326-13 Paint 100% None Detected
Paint Only; No Surface Texture Present

Central Valley Laboratories
1643 3rd Street • Escalon, CA 95320 • Office 209-691-1800 ATTACHMENT 2

EXHIBIT A
26 EPA 600/R-93/116 and EPA – Appendix E to Subpart E of 40 CFR Part 763

ASBESTOS
Fibrous %
Client ID
Sample ID
Lab
Description Non-Fibrous
Lab
Attributes

NON-ASBESTOS COMPONENTS

ASBESTOS BULK ANALYSIS
By: POLARIZED LIGHT MICROSCOPY
Client Project: 25-72326
Client:
1643 3rd Street
Escalon, CA 95320
Bovee Environmental Management
Methodology:

Report ID: AE251675
Received: 08/27/2025
Analyzed: 08/27/2025
Reported: 08/28/2025
Brown;White Cellulose Fiber
Heterogeneous
Fibrous
Bound
AE2514034 Sheetrock
72326-14 LAYER 1 15% Gypsum 85% None Detected
White
Homogeneous
Non-Fibrous
Bound
Joint Compound
LAYER 2 Calcium Carbonate 80% None Detected
Brown;White Cellulose Fiber
Heterogeneous
Fibrous
Bound
Sheetrock, Joint
Compound Composite
20% Gypsum
Calcium Carbonate
70%
10%
LAYER 3 None Detected
Brown;White Cellulose Fiber
Heterogeneous
Fibrous
Bound
AE2514035 Sheetrock
72326-15 LAYER 1 15% Gypsum 85% None Detected
White
Homogeneous
Non-Fibrous
Bound
Joint Compound
LAYER 2 Calcium Carbonate 80% None Detected
Brown;White Cellulose Fiber
Heterogeneous
Fibrous
Bound
Sheetrock, Joint
Compound Composite
20% Gypsum
Calcium Carbonate
70%
10%
LAYER 3 None Detected
White
Homogeneous
Non-Fibrous
Bound
AE2514036 Plaster Skim Coat
Calcium Carbonate
Silicates
80%
20%
72326-16 LAYER 1 None Detected
Off White
Homogeneous
Non-Fibrous
Bound
Plaster Base Coat
Silicates
Binder/Filler
Mica
55%
45%
<1
LAYER 2 None Detected

Central Valley Laboratories
1643 3rd Street • Escalon, CA 95320 • Office 209-691-1800 ATTACHMENT 2

EXHIBIT A
27 EPA 600/R-93/116 and EPA – Appendix E to Subpart E of 40 CFR Part 763

ASBESTOS
Fibrous %
Client ID
Sample ID
Lab
Description Non-Fibrous
Lab
Attributes

NON-ASBESTOS COMPONENTS

ASBESTOS BULK ANALYSIS
By: POLARIZED LIGHT MICROSCOPY
Client Project: 25-72326
Client:
1643 3rd Street
Escalon, CA 95320
Bovee Environmental Management
Methodology:

Report ID: AE251675
Received: 08/27/2025
Analyzed: 08/27/2025
Reported: 08/28/2025
White
Heterogeneous
Non-Fibrous
Bound
AE2514037 Plaster Skim Coat
Calcium Carbonate
Silicates
Paint
75%
15%
10%
72326-17 LAYER 1 None Detected
Off White
Homogeneous
Non-Fibrous
Bound
Plaster Base Coat
Silicates
Binder/Filler
Mica
55%
45%
<1
LAYER 2 None Detected
Gray
Homogeneous
Non-Fibrous
Bound
Plaster Base Coat
Silicates
Binder/Filler
65%
35%
LAYER 3 None Detected
Off White;White
Heterogeneous
Non-Fibrous
Bound
AE2514038 Plaster Skim Coat
Calcium Carbonate
Silicates
Paint
75%
15%
10%
72326-18 LAYER 1 None Detected
Off White
Homogeneous
Non-Fibrous
Bound
Plaster Base Coat
Silicates
Binder/Filler
Mica
55%
45%
<1
LAYER 2 None Detected
Cellulose Fiber
Fiberglass
White;Gray
Heterogeneous
Fibrous
Loosely Bound
AE2514039 2x4 Ceiling Panel
40%
20%
Perlite
Binder/Filler
Paint
15%
20%
5%
72326-19 None Detected

Central Valley Laboratories
1643 3rd Street • Escalon, CA 95320 • Office 209-691-1800 ATTACHMENT 2

EXHIBIT A
28 EPA 600/R-93/116 and EPA – Appendix E to Subpart E of 40 CFR Part 763 Due to the limitations of the EPA 600 method, nonfriable organically bound materials (NOBs) such as vinyl floor tiles can be difficult to analyze via polarized light microscopy (PLM). EPA recommends that all NOBs analyzed by PLM, and found not to contain asbestos, be further analyzed by Transmission Electron Microscopy (TEM). Please note that PLM analysis of dust and soil samples for asbestos is not covered under any of Central Valley Laboratories' accreditations. Estimated measurement of uncertainty is available on request.

This report relates only to the samples tested or analyzed and may not be reproduced, except in full, without written approval by Central Valley Laboratories (CVL). CVL makes no warranty representation regarding the accuracy of customer submitted information in preparing and presenting analytical results. Interpretation of the analytical results is the sole responsibility of the customer. Samples were received in acceptable condition unless otherwise noted. This report may not be used by the customer to claim product endorsement by NVLAP, AIHA, ELAP, NIST or any agency of the U.S. Government.

CVL is accredited with the Environmental Laboratory Accreditation Program (ELAP) under Certificate Number 3013.

LEGEND: Non-Anth = Non-Asbestiform Anthophyllite Non-Trem = Non-Asbestiform Tremolite METHOD: EPA 600/R-93/116 and EPA – Appendix E to Subpart E of 40 CFR Part 763 REPORTING LIMIT: <1% by Visual Estimation
REPORTING LIMIT FOR POINT COUNTS: 0.25% by 400 Points or 0.1% by 1,000 Points REGULATORY LIMIT: >1% by Weight
Date
Analyzed By
Date
08/28/2025
Gary Swanson, CVL Laboratory Director
Report Authorized By
08/28/2025
NVLAP Lab Code 600260

ASBESTOS BULK ANALYSIS
By: POLARIZED LIGHT MICROSCOPY
Client:
1643 3rd Street
Escalon, CA 95320
Bovee Environmental Management
Report ID: AE251675
Received: 08/27/2025
Analyzed: 08/27/2025
Reported: 08/28/2025
Waverly Green
CVL is accredited for Asbestos Analysis of Bulk Building Materials by PLM by the National Voluntary Laboratory Accreditation Program (NVLAP Lab Code 600260-0).

Client Project: 25-72326
Methodology:
08/28/2025
Date
Co-Analyzed By
Ashlie Fuller
Analyst:

Ashlie Fuller
Waverly Green
Zach Johnston
Test Date:
08/27/2025
08/27/2025
08/27/2025
Samples Tested:

AE2514031 AE2514034 AE2514035 AE2514036 AE2514037 AE2514038 AE2514039 AE2514021 AE2514022 AE2514027 AE2514023 AE2514024 AE2514025 AE2514026 AE2514033 AE2514028 AE2514029 AE2514030 AE2514032

Central Valley Laboratories
1643 3rd Street • Escalon, CA 95320 • Office 209-691-1800 Co-Analyzed By
Date
08/28/2025
Zach Johnston
ATTACHMENT 2

EXHIBIT A
29 ATTACHMENT C

S I T E D R A W I N G
ATTACHMENT 2

EXHIBIT A
30 ATTACHMENT 2

EXHIBIT A
31 CITY OF MANTECA

WQCF BREAKROOM AND OPERATOR CONTROL ROOM REMODEL
CIP NO. 24047
ADDENDUM 2
DATED: September 11, 2025
This addendum forms part of the Contract Documents and modifies the original Plans and Specifications. Bidders shall acknowledge receipt of this Addendum by signing the attached acknowledgement and including the Acknowledgement in their bid proposal. Failure to include the Acknowledgement with their bid may subject the bidder to disqualification.

GENERAL:

The following changes, deletions, and additions shall be made to the following documents, as noted, and shall take precedence over the original Contract Documents. All other requirements remain the same.

Questions and Answers

1. Question: Please provide the manufacturer and model for the existing MCC shown on E0.2.

Response: It is the responsibility of the contractor to visit the site to get the manufacturer and model number. Call 209-456-8470 to schedule a site visit.

2. Question: Please provide the location of the existing MCC within the Basement area in relationship to Panel M as shown on E2.2. Please also provide preferred conduit routing.

Response: It is the responsibility of the contractor to visit the site to observe the existing conditions and determine the distance and conduit routing. Call 209-456- 8470 to schedule a site visit.

3. Question: Please confirm there are no "G", "X2", "Emergency Egress Light" fixtures as called out on the Fixture Schedule on drawing E2.1.

Response: Confirmed. Fixtures G, X2, and Emergency Egress Light can be omitted from the light fixture schedule.

4. Question: The bid schedule list (3) bid items: breakroom remodel, restroom addition, and operator control room remodel. Please advise which bid item the remaining areas of the building should be assigned to.

Response: Bid items should be placed in the most appropriate bid schedule. If it is unclear as to which bid schedule an item should be placed in, use the Breakroom Remodel.

ATTACHMENT 2

EXHIBIT A
32 5. Question: Drawing E2.2 indicates data drops and directs the contractor to install raceways, with cabling provided by the Owner’s vendor (see notes 6 and 8). Please confirm whether the outlet boxes and data jacks will be furnished and installed by the contractor or by the Owner’s vendor. Additionally, please clarify the location of the networking panel and confirm whether the contractor is only required to extend conduit to the ceiling space, or all the way to the networking panel.

Response: Boxes, raceways, and ring & string shall be provided by the contractor.

Raceways can terminate above the ceiling adjacent to suspended T-bar. Raceways adjacent to gypsum board ceilings shall be extended to a T-bar ceiling for access.

The network server shall be located in Janitor Room 115, Sheet E2.1. See below:

ATTACHMENT 2

EXHIBIT A
33 CITY OF MANTECA

WQCF BREAKROOM AND OPERATOR CONTROL ROOM REMODEL
CIP NO. 24047
ADDENDUM 3
DATED: September 11, 2025
This addendum forms part of the Contract Documents and modifies the original Plans and Specifications. Bidders shall acknowledge receipt of this Addendum by signing the attached acknowledgement and including the Acknowledgement in their bid proposal. Failure to include the Acknowledgement with their bid may subject the bidder to disqualification.

GENERAL:

The following changes, deletions, and additions shall be made to the following documents, as noted, and shall take precedence over the original Contract Documents. All other requirements remain the same.

Invitation to Bid: Double Sealed Bids
The outer envelope shall include:

Contractor’s Bid Bond
Contractor’s Bid Schedule
Inner Sealed Envelope
The inner envelope shall include:

All other bid forms other than Contractor’s bid bond and bid schedule ATTACHMENT 2

EXHIBIT A
34 CITY OF MANTECA

WQCF BREAKROOM AND OPERATOR CONTROL ROOM REMODEL
CIP NO. 24047
ADDENDUM 4
DATED: September 16, 2025
This addendum forms part of the Contract Documents and modifies the original Plans and Specifications. Bidders shall acknowledge receipt of this Addendum by signing the attached acknowledgement and including the Acknowledgement in their bid proposal. Failure to include the Acknowledgement with their bid may subject the bidder to disqualification.

GENERAL:

The following changes, deletions, and additions shall be made to the following documents, as noted, and shall take precedence over the original Contract Documents. All other requirements remain the same.

Item Drawing/Specification Description
Specification 087100 Door
Hardware – Supply and install
door hardware per 087100
Revised Specifications Door Hardware:

Delete:
087100
Replace with (Attachment 1):

Revised – 087100
Door 102
Sheet A2.1 & A8.1
Demolish existing pair of storefront doors. Provide and install new pair of doors to match existing frame opening.

Questions and Answers

1. Question: Per the interior wall schedule on Sheet A2.1, wall type 1 is to receive two layers of gypsum board on each side of the wall. Wall type 2 is to receive two layers of gypsum board on one side of the wall. Please confirm.

Response: Interior Wall Schedule, ‘Wall Type 1’ receives (1) layer of 5/8” gypsum board each side, and ‘Wall Type 2’ receives (1) layer of 5/8” gypsum board at exposed side only.

The ‘(2)’ identified in the schedule refers to the foot notes below the schedule.

ATTACHMENT 2

EXHIBIT A
35 2. Question: In the project specifications there is no spec section provided for 05 40 00 Cold-Formed Metal Framing (Exterior Framing), even though it is listed on the required submittal list. Will one be provided?
Response: Specifications for cold-formed metal framing are found on drawing sheet SN1.

The submittal will be required

3. Question: Please clarify which Mechoshade fabric to use for the window shades.

This information is not provided in the spec or on the finish legend on Sheet A10.1.

Response: Fabric shall be Thermoveil Dense Basket Weave, 1500 series; Color to be selected from standard color options.

4. Question: The acoustical ceiling tile listed on the Sheet A10.1 finish schedule lists Armstrong, Canyon, 2x4 Second Look. 2x4 Canyon is not available in Second Look. Please advise.

Response: Ceiling Tiles (A10.1) CT1 shall be Armstrong, Dune – 2x4 Second Look, Tegular.

5. Question: Please confirm there is no fire protection required on this project Response: Confirmed. No fire protection on the project.

ATTACHMENT 2

EXHIBIT A
36 WQCF BREAKROOM & OPERATOR CONTROL

ROOM REMODEL
Manteca, Ca. DOOR HARDWARE
08 71 00 - 1

GENERAL

1.1 SUMMARY
A. This Section includes commercial door hardware for the following:

1. Swinging doors.

2. Sliding Doors.

3. Other doors to the extent indicated.

B. "Hardware groups" have been assigned to the various doors required for this work. Provide and install all finish hardware described in the Hardware Schedule and all other finish hardware not described but required for a complete and operable facility.

C. Door hardware includes, but is not necessarily limited to, the following:

1. Mechanical door hardware.

2. Cylinders specified for doors in other sections.

1.2 GENERAL REQUIREMENTS
A. This Section shall be performed in accordance with the General Conditions, and all Sections in Division 1 of these Specifications. These documents must be read with the other Contract Documents and Sections as a whole to complete the intent of the contract.

1.3 SUBMITTALS
A. Make submittals to the Architect in accordance with the provisions of Section 01 33 23 of these Specifications.

B. Product Data: Manufacturer's product data sheets including installation details, material descriptions, dimensions of individual components and profiles, operational descriptions and finishes.

C. Door Hardware Schedule: Prepared by or under the supervision of supplier, detailing fabrication and assembly of door hardware, as well as procedures and diagrams.

Coordinate the final Door Hardware Schedule with doors, frames, and related work to ensure proper size, thickness, hand, function, and finish of door hardware.

D. Keying Schedule: Prepared under the supervision of the Owner, separate schedule detailing final keying instructions for locksets and cylinders in writing. Include keying system explanation, door numbers, key set symbols, hardware set numbers and special instructions. Owner to approve submitted keying schedule prior to the ordering of permanent cylinders.

1.4 QUALITY ASSURANCE
A. Codes and References: Comply with the version year adopted by the Authority Having Jurisdiction

1. ANSI A117.1 - Accessible and Usable Buildings and Facilities.

2. ASTM E330 - Standard Test Method for Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure difference.

3. ICC/IBC - International Building Code.

4. NFPA 70 - National Electrical Code.

5. NFPA 80 - Fire Doors and Windows.

ATTACHMENT 1

ATTACHMENT 2

EXHIBIT A
37 WQCF BREAKROOM & OPERATOR CONTROL

ROOM REMODEL
Manteca, Ca. DOOR HARDWARE
08 71 00 - 2

6. NFPA 101 - Life Safety Code.

7. NFPA 105 - Installation of Smoke Door Assemblies.

8. UL/ULC and CSA C22.2 – Standards for Automatic Door Operators Used on Fire and Smoke Barrier Doors and Systems of Doors.

9. TAS-201-94 - Impact Test Procedures.

10. TAS-202-94 - Criteria for Testing Impact and Non-Impact Resistant Building Envelope Components using Uniform Static Air Pressure.

11. TAS-203-94 - Criteria for Testing Products Subject to Cyclic Wind Pressure Loading.

12. California Building Code.

B. Standards: All hardware specified herein shall comply with the following industry standards:

1. ANSI/BHMA Certified Product Standards - A156 Series.

2. UL10C – Positive Pressure Fire Tests of Door Assemblies.

C. Fire-Rated Door Assemblies: Provide door hardware for assemblies complying with NFPA 80 that are listed and labeled by a testing and inspecting agency acceptable to authorities having jurisdiction, for fire ratings indicated, based on testing according to NFPA 252 (neutral pressure at 40" above sill) or UL-10C.

1. Test Pressure: Positive pressure labeling.

D. Keying Conference: Conduct conference to comply with requirements in Division 01 Section "Project Meetings." Keying conference to incorporate the following criteria into the final keying schedule document:

1. Function of building, purpose of each area and degree of security required.

2. Plans for existing and future key system expansion.

3. Requirements for key control storage and software.

4. Installation of permanent keys, cylinder cores and software.

5. Address and requirements for delivery of keys.

1.5 COORDINATION
A. Templates: Obtain and distribute to the parties involved templates for doors, frames, and other work specified to be factory prepared for installing standard and electrified hardware.

Check Shop Drawings of other work to confirm that adequate provisions are made for locating and installing hardware to comply with indicated requirements.

B. Door and Frame Preparation: Related Division 08 Sections (Steel, Aluminum and Wood) doors and corresponding frames are to be prepared, reinforced and pre-wired (if applicable) to receive the installation of the specified electrified, monitoring, signaling and access control system hardware without additional in-field modifications.

1.6 WARRANTY
A. Warranty Period: Written warranty, executed by manufacturer(s), agreeing to repair or replace components of standard and electrified door hardware that fails in materials or workmanship within specified warranty period after final acceptance by the Owner. Failures include, but are not limited to, the following:

1. Structural failures including excessive deflection, cracking, or breakage.

ATTACHMENT 2

EXHIBIT A
38 WQCF BREAKROOM & OPERATOR CONTROL

ROOM REMODEL
Manteca, Ca. DOOR HARDWARE
08 71 00 - 3

2. Faulty operation of the hardware.

3. Deterioration of metals, metal finishes, and other materials beyond normal weathering.

B. Standard Warranty Period: One year from date of Substantial Completion, unless otherwise indicated.

C. Special Warranty Periods

1. Ten years for mortise locks and latches.

2. Ten years for extra heavy duty cylindrical (bored) locks and latches.

3. Seven years for heavy duty cylindrical (bored) locks and latches.

4. Five years for standard duty cylindrical (bored) locks and latches.

5. Five years for exit hardware.

6. Twenty-five years for manual surface door closers.

1.7 MAINTENANCE SERVICE
A. Maintenance Tools and Instructions: Furnish a complete set of specialized tools and maintenance instructions as needed for Owner's continued adjustment, maintenance, and removal and replacement of door hardware.

B. Continuing Service: Beginning at Substantial Completion, and running concurrent with the specified warranty period, provide continuous (6) months full maintenance including repair and replacement of worn or defective components, lubrication, cleaning, and adjusting as required for proper door opening operation. Provide parts and supplies as used in the manufacture and installation of original products.

PRODUCTS

SCHEDULED DOOR HARDWARE
A. General: Provide door hardware for each door to comply with requirements in Door Hardware Sets and each referenced section that products are to be supplied under.

1. Designations: Requirements for quantity, item, size, finish or color, grade, function, and other distinctive qualities of each type of door hardware are indicated in the Door Hardware Sets at the end of Part 3. Products are identified by using door hardware designations, as follows:
a. Named Manufacturer's Products: Product designation and manufacturer are listed for each door hardware type required for the purpose of establishing requirements. Manufacturers' names are abbreviated in the Door Hardware Schedule.

2. Products furnished, but not installed, under this Section include the following.

Coordinating, purchasing, delivering, and scheduling remain requirements of this Section.
a. Permanent cylinders, cores and keys to be installed by Contractor.

B. Substitutions: Requests for substitution and product approval for inclusive mechanical and electromechanical door hardware in compliance with the specifications must be submitted in writing and in accordance with the procedures and time frames outlined in Division 01, Substitution Procedures. Approval of requests is at the discretion of the architect, owner, and their designated consultants.

ATTACHMENT 2

EXHIBIT A
39 WQCF BREAKROOM & OPERATOR CONTROL

ROOM REMODEL
Manteca, Ca. DOOR HARDWARE
08 71 00 - 4

HANGING DEVICES
A. Hinges: ANSI/BHMA A156.1 certified butt hinges with number of hinge knuckles as specified in the Door Hardware Sets.

1. Quantity: Provide the following hinge quantity, unless otherwise indicated:
a. Two Hinges: For doors with heights up to 60 inches.
b. Three Hinges: For doors with heights 61 to 90 inches. c. Four Hinges: For doors with heights 91 to 120 inches. d. For doors with heights more than 120 inches, provide 4 hinges, plus 1 hinge for every 30 inches of door height greater than 120 inches.

2. Hinge Size: Provide the following, unless otherwise indicated, with hinge widths sized for door thickness and clearances required.
a. Widths up to 3’0”: 4-1/2” standard or heavy weight as specified. b. Sizes from 3’1” to 4’0”: 5” standard or heavy weight as specified.

3. Hinge Weight and Base Material: Unless otherwise indicated, provide the following:
a. Exterior Doors: Heavy weight, non-ferrous, ball bearing or oil impregnated bearing hinges unless Hardware Sets indicate standard weight. b. Interior Doors: Standard weight, steel, ball bearing or oil impregnated bearing hinges unless Hardware Sets indicate heavy weight.

4. Hinge Options: Comply with the following where indicated in the Hardware Sets or on Drawings:
a. Non-removable Pins: Provide set screw in hinge barrel that, when tightened into a groove in hinge pin, prevents removal of pin while door is closed; for the following applications:
(1) Out-swinging exterior doors.
(2) Out-swinging access-controlled doors.
(3) Out-swinging lockable doors.

DOOR OPERATING TRIM
A. Flush Bolts and Surface Bolts: ANSI/BHMA A156.3 and A156.16, Grade 1, certified automatic, self-latching, and manual flush bolts and surface bolts. Manual flush bolts to be furnished with top rod of sufficient length to allow bolt location approximately six feet from the floor. Furnish dust proof strikes for bottom bolts. Surface bolts to be minimum 8” in length and U.L. listed for labeled fire doors and U.L. listed for windstorm components where applicable. Provide related accessories (mounting brackets, strikes, coordinators, etc.) as required for appropriate installation and operation.

B. Coordinators: ANSI/BHMA A156.3 certified door coordinators consisting of active-leaf, holdopen lever and inactive-leaf release trigger. Coordinators fabricated from steel with nyloncoated strike plates and built-in adjustable safety release.

C. Door Push Plates and Pulls: ANS/BHMA A156.6 certified door pushes and pulls of type and design specified below or in the Hardware Sets. Coordinate and provide proper width and height as required where conflicting hardware dictates.

ATTACHMENT 2

EXHIBIT A
40 WQCF BREAKROOM & OPERATOR CONTROL

ROOM REMODEL
Manteca, Ca. DOOR HARDWARE
08 71 00 - 5

1. Push/Pull Plates: Minimum .050-inch-thick, size as indicated in hardware sets, with square corners and beveled edges, secured with exposed screws unless otherwise indicated.

2. Door Pull and Push Bar Design: Size, shape, and material as indicated in the hardware sets. Minimum clearance of 2 1/2-inches from face of door unless otherwise indicated.

3. Offset Pull Design: Size, shape, and material as indicated in the hardware sets.

Minimum clearance of 2 1/2-inches from face of door and offset of 90 degrees unless otherwise indicated.

4. Fasteners: Provide manufacturer's designated fastener type as indicated in Hardware Sets.

CYLINDERS AND KEYING
A. Cylinders: Original manufacturer cylinders complying with the following:

1. Mortise Type: Threaded cylinders with rings and straight- or clover-type cam.

2. Rim Type: Cylinders with back plate, flat-type vertical or horizontal tailpiece, and raised trim ring.

3. Bored-Lock Type: Cylinders with tailpieces to suit locks.

4. Mortise and rim cylinder collars to be solid and recessed to allow the cylinder face to be flush and be free spinning with matching finishes.

5. Keyway: Manufacturer’s Standard. Match Facility Standard. Match Facility Restricted Keyway.

B. Permanent Cores: Manufacturer's standard; finish face to match lockset; complying with the following:

1. Interchangeable Cores: Core insert, removable by use of a special key; usable with other manufacturers' cylinders.

C. Keying System: Each type of lock and cylinders to be factory keyed. Conduct specified "Keying Conference" to define and document keying system instructions and requirements.

Furnish factory cut, nickel-silver large bow permanently inscribed with a visual key control number as directed by Owner.

D. Construction Keying: Provide construction master keyed cylinders or temporary keyed construction cores where specified. Provide construction master keys in quantity as required by project Contractor. Replace construction cores with permanent cores. Furnish permanent cores for installation as directed under specified "Keying Conference”.

MECHANICAL LOCKS AND LATCHING DEVICES
A. Mortise Locksets, Grade 1 (Heavy Duty): ANSI/BHMA A156.13, Series 1000, Operational Grade 1 certified mortise locksets furnished in the functions as specified in the Hardware Sets. Locksets to be manufactured with a corrosion resistant, stamped 12-gauge minimum formed steel case and be field-reversible for handing without disassembly of the lock body.

Lockset trim (including knobs, levers, escutcheons, roses) to be the product of a single manufacturer. Furnish with standard 2 3/4" backset, 3/4" throw anti-friction stainless steel latchbolt, and a full 1" throw stainless steel bolt for deadbolt functions.

1. Mortise locks to be certified Security Grade 1 and include vandal resistant heavy gauge escutcheon or sectional type trim.

ATTACHMENT 2

EXHIBIT A
41 WQCF BREAKROOM & OPERATOR CONTROL

ROOM REMODEL
Manteca, Ca. DOOR HARDWARE
08 71 00 - 6
B. Cylindrical Locksets, Grade 1 (Heavy Duty): ANSI/BHMA A156.2, Series 4000, Grade 1 certified cylindrical (bored) locksets furnished in the functions as specified in the Hardware Sets. Lock chassis fabricated of heavy gauge steel, zinc dichromate plated, with throughbolted application. Furnish with solid cast levers, standard 2 3/4” backset, and 1/2" (3/4" at rated paired openings) throw brass or stainless steel latchbolt. Locks are to be non-handed and fully field reversible.

C. Knurling: Where required by local code provide knurling or abrasive coating to all levers on doors leading to hazardous areas such as mechanical rooms, boiler and furnace rooms, janitor closets, and as otherwise required or specified.

AUXILARY LOCKS
A. Cylindrical Deadlocks: ANSI/BHMA A156.5, Grade 1, cylindrical type deadlocks to fit standard ANSI 161 preparation and 1 3/8" to 1 3/4" thickness doors. Provide tapered collars to resist vandalism and 1" throw solid steel bolt with hardened steel roller pins. Deadlocks to be products of the same source manufacturer and keyway as other locksets.

LOCK AND LATCH STRIKES
A. Strikes: Provide manufacturer's standard strike with strike box for each latch or lock bolt, with curved lip extended to protect frame, finished to match door hardware set, unless otherwise indicated, and as follows.

1. Flat-Lip Strikes: For locks with three-piece antifriction latchbolts, as recommended by manufacturer.

2. Extra-Long-Lip Strikes: For locks used on frames with applied wood casing trim.

3. Aluminum-Frame Strike Box: Provide manufacturer's special strike box fabricated for aluminum framing.

B. Standards: Comply with the following:

1. Strikes for Mortise Locks and Latches: BHMA A156.13.

2. Strikes for Bored Locks and Latches: BHMA A156.2.

3. Strikes for Auxiliary Deadlocks: BHMA A156.5.

4. Dustproof Strikes: BHMA A156.16.

CONVENTIONAL EXIT DEVICES
A. General Requirements: All exit devices specified herein shall meet or exceed the following criteria:

1. At doors not requiring a fire rating, provide devices complying with NFPA 101 and listed and labeled for "Panic Hardware" according to UL305. Provide proper fasteners as required by manufacturer including sex nuts and bolts at openings specified in the Hardware Sets.

2. Where exit devices are required on fire rated doors, provide devices complying with NFPA 80 and with UL labeling indicating "Fire Exit Hardware". Provide devices with the proper fasteners for installation as tested and listed by UL. Consult manufacturer’s catalog and template book for specific requirements.
a. Fire Exit Removable Mullions: Provide keyed removable mullions for use with fire exit devices complying with NFPA 80 that are listed and labeled by a testing and inspecting agency acceptable to authorities having jurisdiction, for fire and panic protection, based on testing according to UL 305 and NFPA 252. Mullions to be used only with exit devices for which they have been tested.

ATTACHMENT 2

EXHIBIT A
42 WQCF BREAKROOM & OPERATOR CONTROL

ROOM REMODEL
Manteca, Ca. DOOR HARDWARE
08 71 00 - 7

3. Except on fire rated doors, provide exit devices with hex key dogging device to hold the pushbar and latch in a retracted position. Provide optional keyed cylinder dogging on devices where specified in Hardware Sets.

4. Flush End Caps: Provide heavy weight impact resistant flush end caps made of architectural metal in the same finish as the devices as in the Hardware Sets. Plastic end caps will not be acceptable.

5. Lever Operating Trim: Where exit devices require lever trim, furnish manufacturer's heavy-duty trim with cold forged escutcheons, beveled edges, and four threaded studs for thru-bolts.
a. Lock Trim Design: As indicated in Hardware Sets, provide finishes and designs to match that of the specified locksets. Provided free-wheeling type trim where indicated.
b. Where function of exit device requires a cylinder, provide an interchangeable core type keyed cylinder (Rim or Mortise) as specified in Hardware Sets.

6. Vertical Rod Exit Devices: Provide and install interior surface and concealed vertical rod exit devices as Less Bottom Rod (LBR) unless otherwise indicated.

7. Narrow Stile Applications: At doors constructed with narrow stiles, or as specified in Hardware Sets, provide devices designed for maximum 2” wide stiles.

8. Dummy Push Bar: Nonfunctioning push bar matching functional push bar.

9. Rail Sizing: Provide exit device rails factory sized for proper door width application.

10. Through Bolt Installation: For exit devices and trim as indicated in Door Hardware.

B. Conventional Push Rail Exit Devices (Heavy Duty): ANSI/BHMA A156.3, Grade 1 certified panic and fire exit hardware devices furnished in the functions specified in the Hardware Sets.

C. Tube Steel Removable Mullions: ANSI/BHMA A156.3 removable steel mullions with malleable-iron top and bottom retainers and a primed paint finish. Provide keyed removable feature, stabilizers, and mounting brackets as specified in the Hardware Sets. At openings designed for severe wind load conditions due to hurricanes or tornadoes, provide manufacturers approved mullion and accessories to meet applicable state and local windstorm codes.

DOOR CLOSERS
A. All door closers specified herein shall meet or exceed the following criteria:

1. General: Door closers to be from one manufacturer, matching in design and style, with the same type door preparations and templates regardless of application or spring size. Closers to be non-handed with full sized covers including installation and adjusting information on inside of cover.

2. Standards: Closers to comply with UL-10C and UBC 7-2 for Positive Pressure Fire Test and be U.L. listed for use of fire rated doors.

3. Cycle Testing: Provide closers which have surpassed 10 million cycles in a test witnessed and verified by UL.

4. Size of Units: Comply with manufacturer's written recommendations for sizing of door closers depending on size of door, exposure to weather, and anticipated frequency of use. Where closers are indicated for doors required to be accessible to the physically handicapped, provide units complying with ANSI ICC/A117.1.

ATTACHMENT 2

EXHIBIT A
43 WQCF BREAKROOM & OPERATOR CONTROL

ROOM REMODEL
Manteca, Ca. DOOR HARDWARE
08 71 00 - 8

5. Closer Arms: Provide heavy duty, forged steel closer arms unless otherwise indicated in Hardware Sets.
a. Where closers are indicated to have mechanical dead-stop, provide heavy duty arms and brackets with an integral positive stop.
b. Where closers are indicated to have mechanical hold open, provide heavy duty units with an additional built-in mechanical holder assembly designed to hold open against normal wind and traffic conditions. Holder to be manually selectable to on-off position.
c. Where closers are indicated to have a cushion-type stop, provide heavy duty arms and brackets with spring stop mechanism to cushion door when opened to maximum degree.
d. Closers shall not be installed on exterior or corridor side of doors; where possible install closers on door for optimum aesthetics. Provide drop plates or other accessories as required for proper mounting.

6. Closer Accessories: Provide door closer accessories including custom templates, special mounting brackets, spacers and drop plates, and through-bolt or security type fasteners as specified in the door Hardware Sets.

B. Door Closers, Surface Mounted (Commercial Duty): ANSI/BHMA 156.4, Grade 1 certified surface mounted, institutional grade door closers with complete spring power adjustment, sizes 1 thru 6; and fully operational adjustable according to door size, frequency of use, and opening force. Closers to be rack and pinion type, one-piece cast iron or aluminum alloy body construction, with adjustable backcheck, closing sweep, and latch speed control valves. Provide non-handed units standard.

ARCHITECTURAL TRIM
A. Door Protective Trim

1. General: Door protective trim units to be of type and design as specified below or in the Hardware Sets.

2. Size: Fabricate protection plates (kick, armor, or mop) not more than 2" less than door width (LDW) on stop side of single doors and 1” LDW on stop side of pairs of doors, and not more than 1" less than door width on pull side. Coordinate and provide proper width and height as required where conflicting hardware dictates. Height to be as specified in the Hardware Sets.
a. Metal Protection Plates: ANSI/BHMA A156.6 certified metal protection plates (kick, armor, or mop), beveled on four edges (B4E), fabricated from the following. b. Stainless Steel: 050-inch thick, with countersunk screw holes (CSK). c. Brass or Bronze: 050-inch thick, with countersunk screw holes (CSK). d. Laminate Plastic or Acrylic: 1/8-inch thick, with countersunk screw holes (CSK).

3. Fasteners: Provide manufacturer's designated fastener type as specified in the Hardware Sets.

4. Metal Door Edging: Door protection edging fabricated from a minimum .050-inch thick metal sheet, formed into an angle or "U" cap shapes, surface or mortised mounted onto edge of door. Provide appropriate leg overlap to account for protection plates as required. Height to be as specified in the Hardware Sets.

DOOR STOPS AND HOLDERS

ATTACHMENT 2

EXHIBIT A
44 WQCF BREAKROOM & OPERATOR CONTROL

ROOM REMODEL
Manteca, Ca. DOOR HARDWARE
08 71 00 - 9
A. General: Door stops and holders to be of type and design as specified below or in the Hardware Sets.

B. Door Stops and Bumpers: ANSI/BHMA A156.16, Grade 1 certified door stops and wall bumpers. Provide wall bumpers, either convex or concave types with anchorage as indicated, unless floor or other types of door stops are specified in Hardware Sets. Do not mount floor stops where they will impede traffic. Where floor or wall bumpers are not appropriate, provide overhead type stops and holders.

C. Overhead Door Stops and Holders: ANSI/BHMA A156.6, Grade 1 certified overhead stops and holders to be surface or concealed types as indicated in Hardware Sets. Track, slide, arm and jamb bracket to be constructed of extruded bronze and shock absorber spring of heavy tempered steel. Provide non-handed design with mounting brackets as required for proper operation and function.

ARCHITECTURAL SEALS
A. General: Thresholds, weatherstripping, and gasket seals to be of type and design as specified below or in the Hardware Sets. Provide continuous weatherstrip gasketing on exterior doors and provide smoke, light, or sound gasketing on interior doors where indicated. At exterior applications provide non-corrosive fasteners and elsewhere where indicated.

B. Smoke Labeled Gasketing: Assemblies complying with NFPA 105 that are listed and labeled by a testing and inspecting agency acceptable to authorities having jurisdiction, for smoke control ratings indicated, based on testing according to UL 1784 C. Fire Labeled Gasketing: Assemblies complying with NFPA 80 that are listed and labeled by a testing and inspecting agency acceptable to authorities having jurisdiction, for fire ratings indicated, based on testing according to UL-10C.

1. Provide intumescent seals as indicated to meet UL10C Standard for Positive Pressure Fire Tests of Door Assemblies, and UBC 7-2, Fire Tests of Door Assemblies.

D. Sound-Rated Gasketing: Assemblies that are listed and labeled by a testing and inspecting agency, for sound ratings indicated, based on testing according to ASTM E 1408.

E. Replaceable Seal Strips: Provide only those units where resilient or flexible seal strips are easily replaceable and readily available from stocks maintained by manufacturer.

FABRICATION
A. Fasteners: Provide door hardware manufactured to comply with published templates generally prepared for machine, wood, and sheet metal screws. Provide screws according to manufacturers recognized installation standards for application intended.

FINISHES
A. Standard designations used in the Hardware Sets and elsewhere indicate hardware finishes complying with ANSI/BHMA A156.18, including coordination with traditional U.S. finishes indicated by certain manufacturers for their products.

B. Provide quality of finish, including thickness of plating or coating (if any), composition, hardness, and other qualities complying with manufacturer's standards, but in no case less than specified by referenced standards for the applicable units of hardware.

C. Protect mechanical finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping.

ACCEPTABLE MANUFACTURERS AND PRODUCTS

ATTACHMENT 2

EXHIBIT A
45 WQCF BREAKROOM & OPERATOR CONTROL

ROOM REMODEL
Manteca, Ca. DOOR HARDWARE
08 71 00 - 10
Closer, Surface, HO Manufacturer/Product: Norton 8500-series Options: Hold Open
Cover: Architectural metal
Finish: 626
Coordinator Manufacturer/Product: Ives
Finish: 626
Cylinder Manufacturer/Product: by Lockset Manufacturer
Options: Interchangeable core
Cylinder, Dogging Manufacturer/Product: Mortise, by Lockset Manufacturer Options: Interchangeable core
Door Shoe Manufacturer/Product: Pemko 210
Finish: BL – Black Seal
Exit Device, Exterior Manufacturer/Series: Von Duprin 98-series Type: Mortise
Dogging: Cylinder
Trim: 996L
Lever Style: 06, Rhodes
Finish: 626
Exit Device
Concealed Vertical Rods
Manufacturer/Series: Von Duprin 98-series
Type: Mortise
Dogging: Cylinder
Trim: 996L
Lever Style: 06, Rhodes
Finish: 626
Flush Bolts, Automatic Manufacturer/Product: Ives FB41T (top only) Finish: US26D
Gasketing, Acoustic Manufacturer/Product: Pemko S88
Finish: GR – Gray Seal
Hinges, Exterior Manufacturer/Product: Ives Five Knuckle BB Full Mortise NRP Material: Stainless Steel
Finish: US32D
Manufacturer/Product: Ives Five Knuckle BB Full Mortise Hinges, Interior Material: Steel
Finish: US26D
Manufacturer/Product: Ives Five Knuckle BB Full Mortise NRP Kickplate Manufacturer/Product: Ives 8400, 10”H
Finish: US26D
Locksets, Cylindrical Manufacturer/Series: Schlage ND-series, Vandleguard Grade: 1
Lever Style: 06, Rhodes
Options: Vanguard
Locksets, Mortise Manufacturer/Series: Schlage L-series, Vandleguard Grade: 1
Lever Style: 06, Rhodes
Escutcheon: Full Face
Thumbturn: none
Options: Vanguard
Stop, Floor Manufacturer/Product: Ives FS444
Finish: US32D
Stop, Wall Manufacturer/Product: Ives WS401
Finish: US32D

ATTACHMENT 2

EXHIBIT A
46 WQCF BREAKROOM & OPERATOR CONTROL

ROOM REMODEL
Manteca, Ca. DOOR HARDWARE
08 71 00 - 11
Threshold, Thermally
Broken
Manufacturer/Product: Pemko 253_FG
Finish: A – Mill Finish Aluminum
Weatherstripping Manufacturer/Product: Pemko 29310_V
Finish: C – Clear Anodized Aluminum
GR - Gray

EXECUTION

3.1 EXAMINATION
A. Examine scheduled openings, with Installer present, for compliance with requirements for installation tolerances, labeled fire door assembly construction, wall and floor construction, and other conditions affecting performance.

B. Notify architect of any discrepancies or conflicts between the door schedule, door types, drawings and scheduled hardware. Proceed only after such discrepancies or conflicts have been resolved in writing.

3.2 PREPARATION
A. Hollow Metal Doors and Frames: Comply with ANSI/DHI A115.series.

B. Wood Doors: Comply with ANSI/DHI A115-W series.

3.3 INSTALLATION
A. Install each item of mechanical and electromechanical hardware and access control equipment to comply with manufacturer's written instructions and according to specifications.

1. Installers are to be trained and certified by the manufacturer on the proper installation and adjustment of fire, life safety, and security products including hanging devices; locking devices; closing devices; and seals.

B. Mounting Heights: Mount door hardware units at heights indicated in following applicable publications, unless specifically indicated or required to comply with governing regulations:

1. Standard Steel Doors and Frames: DHI's "Recommended Locations for Architectural Hardware for Standard Steel Doors and Frames”.

2. Wood Doors: DHI WDHS.3, "Recommended Locations for Architectural Hardware for Wood Flush Doors”.

3. Where indicated to comply with accessibility requirements, comply with ANSI A117.1 "Accessibility Guidelines for Buildings and Facilities”.

4. Provide blocking in drywall partitions where wall stops or other wall mounted hardware is located.

C. Power Operator products and accessories are required to be installed through current members of the manufacturer's "Power Operator Preferred Installer" program.

D. Retrofitting: Install door hardware to comply with manufacturer's published templates and written instructions. Where cutting and fitting are required to install door hardware onto or into surfaces that are later to be painted or finished in another way, coordinate removal, storage, and reinstallation of surface protective trim units with finishing work specified in Division 9 Sections. Do not install surface-mounted items until finishes have been completed on substrates involved.

E. Thresholds: Set thresholds for exterior and acoustical doors in full bed of sealant complying with requirements specified in Division 7 Section "Joint Sealants”.

ATTACHMENT 2

EXHIBIT A
47 WQCF BREAKROOM & OPERATOR CONTROL

ROOM REMODEL
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08 71 00 - 12
F. Storage: Provide a secure lock up for hardware delivered to the project but not yet installed.

Control the handling and installation of hardware items so that the completion of the work will not be delayed by hardware losses before and after installation.

3.4 FIELD QUALITY CONTROL
A. Field Inspection: Supplier will perform a final inspection of installed door hardware and state in report whether work complies with or deviates from requirements, including whether door hardware is properly installed, operating and adjusted.

3.5 ADJUSTING
A. Initial Adjustment: Adjust and check each operating item of door hardware and each door to ensure proper operation or function of every unit. Replace units that cannot be adjusted to operate as intended. Adjust door control devices to compensate for final operation of heating and ventilating equipment and to comply with referenced accessibility requirements.

3.6 CLEANING AND PROTECTION
A. Protect all hardware stored on construction site in a covered and dry place. Protect exposed hardware installed on doors during the construction phase. Install any and all hardware at the latest possible time frame.

B. Clean adjacent surfaces soiled by door hardware installation.

C. Clean operating items as necessary to restore proper finish. and provide final protection and maintain conditions that ensure door hardware is without damage or deterioration at time of owner occupancy.

3.7 DEMONSTRATION
A. Instruct Owner's maintenance personnel to adjust, operate, and maintain mechanical and electromechanical door hardware.

3.8 DOOR HARDWARE SCHEDULE
A. The hardware sets represent the design intent and direction of the owner and architect.

They are a guideline only and should not be considered a detailed hardware schedule.

Discrepancies, conflicting hardware and missing items should be brought to the attention of the architect with corrections made prior to the bidding process. Omitted items not included in a hardware set should be scheduled with the appropriate additional hardware required for proper application and functionality.

ATTACHMENT 2

EXHIBIT A
48 WQCF BREAKROOM & OPERATOR CONTROL

ROOM REMODEL
Manteca, Ca. DOOR HARDWARE
08 71 00 - 13
Hardware Groups
Group: 01
Doors: 101.1, 101.2
Scheduled Hardware:

Closer Surface, Hold Open
Cylinder
Cylinder, Dogging
Door Shoe
Exit Device Exterior
Hinges Exterior
Kickplate
Threshold Thermally Broken
Weatherstripping
Group: 02
Doors: 102 (Existing Door)
Scheduled Hardware:

Closer Surface, Hold Open
Cylinder
Cylinder, Dogging
Door Shoe
Exit Device Concealed Vertical Rods
Hinges Exterior
Kickplate
Threshold Thermally Broken
Weatherstripping
Group: 03
Doors: 103
Scheduled Hardware:

Closer Surface, Hold Open
Coordinator
Cylinder
Flush Bolts Automatic
Lockset, Cylindrical Function: ND, Passage Latch
Hinges Interior
Kickplate
Silencers
Group: 04
Doors: 104, 105, 113
Scheduled Hardware:

Closer Surface, Hold Open
Cylinder
Lockset, Mortise Function: LV9056 w/ XL13-439
In-Use Indicator
Hinges Interior

ATTACHMENT 2

EXHIBIT A
49 WQCF BREAKROOM & OPERATOR CONTROL

ROOM REMODEL
Manteca, Ca. DOOR HARDWARE
08 71 00 - 14
Gasketing
Stop Wall
Group: 05
Doors: 110
Scheduled Hardware:

Closer Surface, Hold Open
Cylinder
Lockset, Cylindrical Function: ND80, Storeroom Lock
Hinges Interior
Gasketing
Stop Wall
Group: 06
Doors: 111, 116, 114.1, 114.2
Scheduled Hardware:

Service existing door hardware to ensure operability.

Group: 07
Doors: 112
Scheduled Hardware:

Closer Surface, Hold Open
Cylinder
Lockset, Cylindrical Function: ND50, Office Lock
Hinges Interior
Silencers
Stop Floor
Group: 08
Doors: 112
Scheduled Hardware:

Closer Surface, Hold Open
Cylinder
Lockset, Cylindrical Function: ND50, Office Lock
Hinges Interior
Silencers
Stop Floor
END OF SECTION 08 71 00

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