San Mateo City Council
May 2, 2022

CONTRACT FOR CONSTRUCTION
This Contract is by and between.

OWNER CONTRACTOR
The City of San Mateo
330 West 20th Street
San Mateo, California 94403
Angeles Contractor, Inc.
783 Phillips Drive
City of Industry, CA 91748

Owner and Contractor hereby agree as follows:

ARTICLE 1 - THE WORK

1.01 Work
A. Work includes all labor, materials, equipment, services, and documentation necessary to construct the Project defined herein. The Work may include related services such as testing, start-up, and commissioning, all as required by the Contract Documents.

B. The Contractor shall complete all Work as specified or indicated in the Contract Documents.

The Project is generally described as follows:

1. City Hall Staff Restroom Remodel which includes site barriers; demolition and disposal; framing; plumbing; electrical; mechanical; new fixtures; new accessories; wall tile; flooring; painting; inspection; testing and closeout.

2. The Site of the W ork includes designated work areas described in greater detail in the Contract Documents but generally located at 330 W. 20
th Avenue, San Mateo,
California.

ARTICLE 2 - DEFINITIONS AND TERMINOLOGY

2.01 Defined Terms
A. Wherever used in the Bidding Requirements or Contract Documents, a term printed with initial capital letters, including the term’s singular and plural forms, will have the meaning indicated in the definitions below. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms.

1. Architect:
a. Huntsman Architectural Group, 50 California St., 7
th Flr, San Francisco, CA 94111

2. Constituent of Concern —Asbestos, petroleum, radioactive materials, polychlorinated biphenyls (PCBs), hazardous waste, and any substance, product, waste, or other material of any nature whatsoever that is or becomes listed, regulated, or addressed pursuant to (a) the Comprehensive Environmental Response, Compensation and Liability Act, 42 U.S.C. §§9601 et seq. (“CERCLA”); (b) the Hazardous Materials Transportation Act, 49 U.S.C. §§ 5501 et seq.; (c) the Resource Conservation and Recovery Act, 42 U.S.C. §§6901 et seq. (“RCRA”); (d) the Toxic Substances Control Act, 15 U.S.C. §§2601 et seq.; (e) the Clean Water Act, 33 U.S.C. §§1251 et seq.; (f) the Clean 142 of 250
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Air Act, 42 U.S.C. §§7401 et seq.; or (g) any other federal, state, or local statute, law, rule, regulation, ordinance, resolution, code, order, or decree regulating, relating to, or imposing liability or standards of conduct concerning, any hazardous, toxic, or dangerous waste, substance, or material.

3. Engineer:
a. See Architect

4. Hazardous Environmental Condition — The presence at the Site of Constituents of Concern in such quantities or circumstances that may present a danger to persons or property exposed thereto. The presence at the S ite of materials that are necessary for the execution of the Work, or that are to be incorporated in the Work, and that are controlled and contained pursuant to industry practices, Laws and Regulations, and the requirements of the Contract, does not establish a Hazardous Environmental Condition.

5. Resident Project Representative - The authorized representative of Owner assigned to assist Owner at the Site. As used herein, the term Resident Project Representative or “RPR” includes any assistants or field staff of Resident Project Representative. The RPR for this project is:
a. Steve Wu, City of San Mateo

2.02 Terminology
A. The words and terms discussed in the following paragraphs are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning.

B. Intent of Certain Terms or Adjectives:

1. The Contract Documents include the terms “as allowed,” “as approved,” “as ordered,” “as directed” or terms of like effect or import to authorize an exercise of professional judgment by Owner, Engineer, or Architect. In addition, the adjectives “reasonable,” “suitable,” “acceptable,” “proper,” “satisfactory,” or adjectives of like effect or import are used to describe an action or determination of Engineer as to the Work. It is intended that such exercise of professional judgment, action, or determination will be solely to evaluate, in general, the Work for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning whole as shown or indicat ed in the Contract Documents (unless there is a specific statement indicating otherwise). The use of any such term or adjective is not intended to and shall not be effective to assign to Engineer any duty or authority to supervise or direct the performance of the Work, or any duty or authority to undertake responsibility contrary to the provisions of any provision of the Contract Documents.

C. Day:

1. The word “day” means a calendar day of 24 hours measured from midnight to the next midnight.

D. Defective:

1. The word “defective,” when modifying the word “Work,” refers to Work that is unsatisfactory, faulty, or deficient in that it:
a. does not conform to the Contract Documents; or
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b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to Engineer’s recommendation of final payment (unless responsibility for the protection thereof has been assumed by Owner at Substantial Completion.

E. Furnish, Install, Perform, Provide:

1. The word “furnish,” when used in connection with services, materials, or equipment, shall mean to supply and deliver said services, materials, or equipment to the Site (or some other specified location) ready for use or installation and in usable or operable condition.

2. The word “install,” when used in connection with services, materials, or equipment, shall mean to put into use or place in final position said services, materials, or equipment complete and ready for intended use.

3. The words “perform” or “provide,” when used in connection with services, materials, or equipment, shall mean to furnish and install said services, materials, or equipment complete and ready for intended use.

4. If the Contract Documents establish an obligation of Contractor with respect to specific services, materials, or equipment, but do not expressly use any of the four words “furnish,” “install,” “perform,” or “provide,” then Contractor shall furnish and install said services, materials, or equipment complete and ready for intended use.

F. Unless stated otherwise in the Contract Documents, words or phrases that have a well - known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning.

2.03 Contract Documents Defined
A. The Contract Documents consist of the following documents:

1. This Contract.

2. Performance bond.

3. Payment bond.

4. Exhibits to this Contract (enumerated as follows):
a. Exhibit A - Contractor’s Proposal
b. Exhibit B – Insurance Requirements for Construction Contracts.

5. National Joint Powers Alliance - Book 2: IQCC Standard Terms and Conditions and Contract General Conditions.

6. National Joint Powers Alliance - Book 3: Task Catalog.

7. National Joint Powers Alliance Book 4: Technical Specifications.

8. The following which may be delivered or issued on or after the Effective Date of the Contract:
a. Work Change Directives.
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This document is a MODIFIED version of EJCDC® C-522, Copyright © 2016 by the National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers, or is based in part on excerpts from copyrighted EJCDC documents. Those portions of the text that originated in copyrighted EJCDC documents remain subject to the copyright.

b. Change Orders.
c. Field Orders.

ARTICLE 3 - CONTRACT DOCUMENTS

3.01 Intent of Contract Documents
A. It is the intent of the Contract Documents to describe a functionally complete project. The Contract Documents do not indicate or describe all the Work required to complete the Project. Additional details required for the correct installation of selected products are to be provided by the Contractor and coordinated with the Owner and RPR. This Contract supersedes prior negotiations, representations, and agreements, whether written or oral.

The Contract Documents are complementary; what is required by one part of the Contract Documents is as binding as if required by other parts of the Contract Documents.

B. During the performance of the Work and until final payment, Contractor and Owner shall submit all matters in question concerning the requirements of the Con tract Documents or relating to the acceptability of the Work under the Contract Documents to the RPR. RPR will be the initial interpreter of the requirements of the Contract Documents, and judge of the acceptability of the Work thereunder.

C. RPR will render a written clarification, interpretation, or decision on the issue submitted, or initiate a modification to the Contract Documents.

D. Contractor, and its subcontractors and suppliers, shall not have or acquire any title to or ownership rights to any of the Drawings, Specifications, or other documents (including copies or electronic media editions) prepared by RPR or its consultants.

3.02 Reporting and Resolving Discrepancies
A. Reporting Discrepancies:

1. Contractor’s Verification of Figures and Field Measurements : Before undertaking each part of the Work, Contractor shall carefully study the Contract Documents, and check and verify pertinent figures and dimensions therein, particularly with respect to applicable field measurements. Contractor shall promptly report in writing to Engineer any conflict, error, ambiguity, or discrepancy that Contractor discovers, or has actual knowledge of, and shall not proceed with any Work affected thereby until the conflict, error, ambiguity, or discrepancy is resolved, by a clarification or interpretation by Engineer, or by an amendment or supplement to the Contract Documents.

2. Contractor’s Review of Contract Documents: If, before or during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy wit hin the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation, (b) actual field conditions, (c) any standard specification, manual, reference standard, or code, or (d) any instruction of any Supplier, then Contractor shall promptly report it to Engineer in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph 7.15) until the conflict, error, ambiguity, or discrepancy is resolved, by a clarification or interpretation by Engineer, or by an amendment or supplement to the Contract Documents issued pursuant to Paragraph 11.01.

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This document is a MODIFIED version of EJCDC® C-522, Copyright © 2016 by the National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers, or is based in part on excerpts from copyrighted EJCDC documents. Those portions of the text that originated in copyrighted EJCDC documents remain subject to the copyright.

3. Contractor shall not be liable to Owner or Engineer for failure to report any conflict, error, ambiguity, or discrepancy in the Contrac t Documents unless Contractor had actual knowledge thereof.

B. Resolving Discrepancies:

1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between such provisions of the Contract Documents and:
a. the provisions of any standard specification, manual, reference standard, or code, or the instruction of any Supplier (whether or not specifically incorporate d by reference as a Contract Document); or
b. the provisions of any Laws or Regulations applicable to the performance of the Work (unless such an interpretation of the provisions of the Contract Documents would result in violation of such Law or Regulation).

2. When a conflict exists between drawings or between drawings and details, the more stringent of the two shall prevail. When a conflict exists between two specifications, the more stringent of the two shall prevail.

3. In the event of a conflict that cannot be resolved by interpreting the Contract Documents as a single, integrated document and giving effect to each provision therein, the Contract Document higher in precedence shall control and supersede the Contract Documents lower in precedence in accordance with the following listing arranged from the highest to the lowest in precedence:
a. Change Order.
b. Addenda.
c. Contract.
d. Technical Specifications included as an Exhibit to this Contract. e. Drawings included as an Exhibit to this Contract.
f. Owner Standard Specifications.
g. Owner Standard Drawings.
h. National Joint Powers Alliance Book 4: Technical Specifications. i. National Joint Powers Alliance - Book 2: IQCC Standard Terms and Conditions and Contract General Conditions.
j. The provisions of any standard specification, manual, reference standard, or code, or the instruction of any Supplier (whether or not specifically incorporated by reference as a Contract Document).
k. The provisions of any Laws or Regulations applicable to the performance of the Work (unless such an interpretation of the provisions of the Contract Documents would result in violation of such Law or Regulation).
l. Notice to Bidder.
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m. Instruction to Bidder.

ARTICLE 4 - CONTRACT TIMES

4.01 Contract Times
A. The Work will be substantially completed within 365 days after the Effective Date of the Contract and completed and ready for final payment within 395 days after the Effective Date of the Contract.

4.02 Liquidated Damages
A. Contractor and Owner recognize that time is of the essence in the performance of the Contract, and that Owner will incur damages if Contractor does not complete the Work according to the requirements of Paragraph 4.01. Because such damages for delay would be difficult and costly to determine and the parties agree that $1000 per day is a reasonable approximation of the Owner ’s damages , Owner and Contractor agree that as liquidated damages for delay (but not as a penalty) Contractor shall pay Owner $1000 for each day that expires after the Contract Time for substantial completion.

4.03 Delays in Contractor’s Progress
A. If Owner, RPR, or anyone for whom Owner is responsible, delays, disrupts, or interferes with the performance or progress of the Work, then Contractor shall be entitled to an equitable adjustment in the Contract Times and Contract Price . Contractor’s entitlement to an adjustment of the Contract Times is conditioned on such adjustment being essential to Contractor’s ability to complete the Work within the Contract Times.

B. Contractor shall not be entitled to an adjustment in Contract Price or Contract Times for delay, disruption, or interference caused by or within the control of Contractor or their subcontractors or suppliers.

C. If Contractor’s performance or progress is delayed, disrupted, or interfered with by unanticipated causes not the fault of and beyond the control of Owner, Contractor, and those for which they are responsible, then Contractor shall be entitled to an equitable adjustment in Contract Times.

D. Contractor shall not be entitled to an adjustment in Contract Price or Contract Times for any delay, disruption, or interference if such delay is concurrent with a delay, disruption, or interference caused by or within the control of Contractor or Contractor’s subcontractors or suppliers.

4.04 Progress Schedules
A. Contractor shall develop a progress schedule and submit to the RPR for review and comment before starting W ork on the Site. The Contractor shall modify the schedule in accordance with the comments provided by the RPR.

B. The Contractor shall update and submit the progress schedule to the RPR each month. The Owner may withhold payment if the Contractor fails to submit the schedule. 147 of 250
This document is a MODIFIED version of EJCDC® C-522, Copyright © 2016 by the National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers, or is based in part on excerpts from copyrighted EJCDC documents. Those portions of the text that originated in copyrighted EJCDC documents remain subject to the copyright.

ARTICLE 5 - CONTRACT PRICE

5.01 Payment
A. Owner shall pay Contractor in accordance with the Contract Documents , the lump sum amount of $492,932.79 for all Work.

B. For any additional Work authorized by Owner, Owner shall pay Contractor in an amount equal to the total of all extended prices for actual Work com pleted. The extended price is determined by multiplying the unit price in the National Joint Powers Alliance - Book 3: Task Catalog times the actual quantity of that Work item completed . Actual quantities installed will be determined by the RPR.

ARTICLE 6 - BONDS AND INSURANCE

6.01 Bonds
A. Before starting Work, Contractor shall furnish a performance bond and a payment bond from surety companies that are duly licensed or authorized to issue bonds in the required amounts in the jurisdiction in which the Project is located . Each bond shall be in an amount equal to the Contract Price, as security for the faithful performance and payment of all of Contractor’s obligations under the Contract . These bonds shall remain in effect until the completion of the correction period specified in Paragraph 7.12 but, in any case, not less than one year after the date when final payment becomes due.

B. Performance by Sureties. In the event of any termination , Owner shall immediately give written notice to Contractor and Contractor’s sureties, and the sureties shall have the right to take over and perform the Contract , provided, however, that if the sureties, within five days after giving them notice of said t ermination, do not give Owner written notice of their intention to take over the performance thereof within five days after notice, Owner 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, and the sureties shall be liable to Owner for any excess cost or damages occasioned Owner thereby; and, in such event, Owner may, without liability for so doing, take possession of, and utilize in completing the work, such materials, appliances, plant and other property be longing to Contractor as may be on the site of the work and necessary therefore

6.02 Insurance
A. The Contractor shall procure and maintain the insurance specified in the Exhibit B of this Contract for the greater of (1) the duration of the contract plus a period of five (5) years after completion of the Project or (2) the duration shown in Exhibit B.

ARTICLE 7 - CONTRACTOR’S RESPONSIBILITIES

7.01 Supervision and Superintendence
A. Contractor shall supervise and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, safety, and procedures of construction. 148 of 250
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B. Contractor shall assign a competent resident superintendent who is to be present at all times during the execution of the Work. This resident superintendent shall not be replaced without written notice to and approval by the Owner and RPR except under extraordinary circumstances.

C. Contractor shall at all times maintain good discipline and order at the Site.

D. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents , all Work at the Site shall be performed during regular working hours, Monday through Friday.

7.02 Other Work at the Site
A. In addition to and apart from the Work of the Contractor, other work may occur at or adjacent to the Site. Contractor shall take reasonable and customary measures to avoid damaging, delaying, disrupting, or interfering with the work of Owner, any other contractor, or any utility owner performing other work at or adjacent to the Site.

7.03 Services, Materials, and Equipment
A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, testing, start up, and completion of the Work, whether or not such items are specifically called for in the Contract Documents.

B. All materials and equipment incorporated into the Work shall be new, of good quality and shall b e stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable supplier, except as otherwise may be provided in the Contract Documents.

7.04 Subcontractors and Suppliers
A. Contractor may retain subcontractors and suppliers for the performance of parts of the Work acceptable to Owner, provided that no work may be performed by a subcontractor who is debarred pursuant to Labor Code Sections 1777.1 or 1777.7.

7.05 Quality Management
A. Contractor is fully responsible for the managing quality to ensure W ork is completed in accordance with the Contract Documents.

7.06 Licenses, Fees and Permits
A. Contractor shall pay all license fees and royalties and assume all costs incident to performing the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others.

B. Contractor shall obtain and pay for all construction permits and licenses unless otherwise provided in the Contract Documents.

7.07 Laws and Regulations; Taxes
A. Contractor shall give all notices required by and shall comply with all local, state, and federal Laws and Regulations applicable to the performance of the Work . Except where otherwise 149 of 250
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expressly req uired by applicable Laws and Regulations , neither Owner nor RPR shall be responsible for monitoring Contractor’s compliance with any Laws or Regulations.

B. Contractor shall bear all resulting costs and losses, and shall indemnify and hold harmless Owner and RPR , and the officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of them from and against all claims, costs, losses, and damages if Contractor performs any Work or takes any other action knowing or having reason to know that it is contrary to Laws or Regulations.

C. Contractor shall pay all applicable sales, consumer, use, and other similar taxes Contractor is required to pay in accordance with Laws and Regulations.

D. In accordance with Public Contract Code Section 7103.5, the contractor offers and agrees to assign to the awarding body 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 (commen cing 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 a ssignment shall be made and become effective at the time the awarding body tenders final payment to the contractor, without further acknowledgment by the parties.

E. Contractor shall give notice of hazardous materials and certain changed conditions in jobs involving trenching more than four feet deep.

F. In accordance with Labor Code Section 1773.2, contractor will make travel and subsistence payments as required by statute.

G. In accordance with Labor Code Section 1771, contractor must pay prevai ling wages. The prevailing wage scale as determined by the D irector of Industrial Relations of the State of California, in force o n the day the bid was announced, will be the minimum paid to all craftsmen and laborers working on this project. Contractor shall also require any subcontractors who work or provid e any services related to the project to pay all persons performing labor or rendering service under said subcontract or other arrangement at least the general prevailing rate of wages, determined as set forth herein for the respective crafts and employments, including such wages for holiday and overtime work. A copy of the correct determination will be posted at the job site. It is understood that it is the responsibility of Contractor to determine the correct scale. Copies of the prevailing wage rates are on file at the City Clerk’s office; however, errors or defects in the materials in the City Clerk’s office will not excuse a bid der’s failure to comply with the actual scale then in force. In a ccordance with Labor Code Section 1775, the statutory provision s for failure to pay prevailing wages will be enforced.

H. In accordance with Labor Code Section 1776, contractor must comply with the statutory requirements relating to certified copies of payroll records.

I. In accordance with L abor Code Section 1777.5, cont ractor must comply with the statutory requirements relating to the employment of apprentices.

J. In accordance with Labor Code Section 1810, eight hours labor constitutes a legal day’s work.

Contractor shall not require more than eight hours’ labor in a day and 40 hours in a calendar week from any person employed by Contractor in the performance of such work unless such excess work is compensated for at not less than one and one-half times the basic rate of pay.

Contractor shall forfeit as a penalty to Owner the sum of $25.00 for each laborer, workman, 150 of 250
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or mechanic employed in the execution of this contract by Contractor, or by any subcontractor, for each calendar day during which such laborer, workman, or mechanic is required or permitted to labor more than eight hours in any calendar day and 40 hours in any one calendar week in violation of t he provisions of Section 1810 and 1816, inclusive, of the Labor Code of the State of California.

K. In accordance with Labor Code Section 1813, the statutory provisions for penalties for failure to comply with wage and hour laws will be enforced.

L. In accordance with Labor Code Section 1860, the contractor must secure the payment of workers’ compensation to its employees.

M. In accordance with Labor Code Section 6705, the contractor must submit a detailed plan of the shoring and bracing for trenches five feet deep or more for contracts in excess of $25,000.

N. In accordance with L abor Code Sections 1725.5 and 1771.1, all contractors and subcontractors must be registered with the Department of Industrial Relations. In accordance with Labor Code Section 1771.4, the contractor must post job site notices as required by regulation and this project will be subject to compliance monitoring an d enforcement by the Department of Industrial Relations.

7.08 Record Documents
A. Contractor shall maintain one printed record copy of all Drawings, Specifications, Addenda, Change Orders, Work Change Directives, Field Orders, written interpretations and clarifications, and approved shop drawings in a safe place at the Site . Contractor shall annotate them to show changes made during construction . Contractor shall deliver the se record documents to RPR upon completion of the Work.

7.09 Safety and Protection
A. Contractor shall be solely responsible for initiating, maintaining, and supervising all safety precautions and programs in connection with the Work.

B. Contractor shall take all nec essary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury, or loss to:

1. All persons on the Site or who may be affected by the Work;

2. All the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and

3. Other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, other work in progress, utilities, and underground facilities not designated for removal, relocation , or replacement in the course of construction.

C. All damage, injury, or loss to any property caused, directly or indirectly, in whole or in part, by Contractor, or anyone for whose acts the Contractor may be liable, shall be remedied by Contractor at its expense (except damage or loss attributable to the fault of Contract Documents or to the acts or omissions of Owner or RPR and not attributable, directly or indirectly, in whole or in part, to the fault or negligence of Contractor).

D. Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers at the Site in accordance with Laws or Regulations. 151 of 250
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E. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor shall act to prevent threatened damage, injury, or loss.

Contractor shall give RPR prompt written notice if Contractor believes that any significant changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If RPR determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Work Change Directive or Change Order will be issued.

7.10 Shop Drawings, Samples, and Other Submittals
A. Contractor shall review and coordinate the shop drawing and samples with the requirements of the Work and the Contract Documents and shall v erify all related field measurements, quantities, dimensions, specified performance and design criteria, installation requirements, materials, catalog numbers, and similar information.

B. Each submittal shall bear a stamp or specific written certification that Contractor has satisfied Contractor’s obligations under the Contract Documents with respect to Contractor’s review of that submittal, and that Contractor approves the submittal.

C. With each submittal, Contractor shall give RPR specific written notice, in a communication separate from the submittal, of any variations that the shop drawing or sample may have from the requirements of the Contract Documents.

D. RPR will provide timely review of shop drawings and samples.

E. RPR’s review and approval will not extend to means, methods, techniques, sequences, or procedures of construction or to safety precautions or programs.

F. RPR’s review and approval of a separate item does not indicate approval of the assembly in which the item functions.

G. Contractor shall make corrections required by RPR and shall return the required number of corrected copies of shop drawings and submit, as required, new samples for review and approval. Contractor shall direct specific attention in writing to revisions other than the corrections called for by RPR on previous submittals.

H. Shop drawings are not Contract Documents.

7.11 Warranties and Guarantees
A. Contractor warrants and guarantees to Owner that all Work will be in accordance with the Contract Documents and wil l not be defective. RPR and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on Contractor’s warranty and guarantee.

7.12 Correction Period
A. If within one year after the date of substantial completion, any Work is found to be defective, or if the repair of any damages to the Site, adjacent areas that Contractor has arranged to use through construction easements or otherwise, and other adjacent areas used by Contractor as permitted by Laws and Regulations, is found to be defective, then Contractor shall promptly and without cost to Owner, correct such defective Work. 152 of 250
This document is a MODIFIED version of EJCDC® C-522, Copyright © 2016 by the National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers, or is based in part on excerpts from copyrighted EJCDC documents. Those portions of the text that originated in copyrighted EJCDC documents remain subject to the copyright.

7.13 Indemnification
A. To the fullest extent permitted by Laws and Regulations , and in addition to any other obligations of Contractor under the Contract or otherwise, Contractor shall indemnify and hold harmless Owner and RPR, and the officials, employees, and agents, of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of RPR , architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to the performance of the Work. Contractor will defend Owner, its elected and appointed officials, employees, and agents against any such claims. However, this provision does not apply to claims, loss, liability, damage, or ex pense arising from the sole neglige nce or willful misconduct of the Owner
ARTICLE 8 - OWNER’S RESPONSIBILITIES

8.01 Owner’s Responsibilities
A. Except as otherwise provided in the Contract Documents , Owner shall issue all communications to Contractor through RPR.

B. Owner shall make payments to Contractor as provided in this Contract.

C. Owner shall provide Site and easements required to construct the Project.

D. If Owner intends to contract with others for the performance of other work at or adjacent to the Site, unless stated elsewhere in the Contract Documents, Owner shall have sole authority and responsibility for such coordination.

E. The Owner shall be responsible for performing inspections and tests required by applicable codes.

F. The Owner shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor’s means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. Owner will not be responsible for Contractor’s failure to perform the Work in accordance with the Contract Documents.

G. While at the Site, Owner ’s employees and representatives shall comply with the specific applicable requirements of Contractor’s safety programs of which Owner has been informed.

H. Owner shall furnish copies of any applicable Owner safety programs to Contractor.

I. In accordance with Public Contract Code Section 9201, Owner shall give contractor timely notification of the receipt of any third-party claims relating to the contract.

ARTICLE 9 - RPR’S STATUS DURING CONSTRUCTION

9.01 RPR’s Status
A. RPR will be Owner’s representative during construction. The duties and responsibilities and the limitations of authority of RPR as Owner’s representative during construction are set forth in this Contract.

B. Neither RPR’s authority or responsibility under this Article 9 or under any other provision of the Contract, nor any decision made by RPR in good faith either to exercise or not exercise 153 of 250
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such authority or responsibility or the undertaking, exercise, or performance of any authority or responsibility by RPR , shall create, im pose, or give rise to any duty in contract, tort, or otherwise owed by RPR to Contractor, any subcontractor, any supplier, any other individual or entity, or to any surety for or employee or agent of any of them.

C. RPR will make visits to the Site at intervals appropriate to the various stages of construction.

RPR will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work.

D. RPR has the authority to reject Work if Contractor fails to perform Work in accordance with the Contract Documents.

E. RPR will render decisions regarding the requirements of the Contract Documents and judge the acceptability of the Work.

F. RPR will not supervise, direct, control, or have autho rity over or be responsible for Contractor’s means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work . RPR will not be responsible for Contractor’s failure to perform the Work in accordance with the Contract Documents.

ARTICLE 10 - CHANGES IN THE WORK

10.01 Authority to Change the Work
A. Without invalidating the Contract and without notice to any surety, Owner may, at any time or from time to time, order additions, deletions, or revisions in the Work.

10.02 Change Orders
A. Owner and Contractor shall execute appropriate Change Orders covering:

1. Changes in the Contract Price or Contract Times which are agreed to by the par ties, including any undisputed sum or amount of time for Work actually performed in accordance with a Work Change Directive;

2. Changes in the Work which are: (a) ordered by Owner or (b) agreed to by the parties or (c) resulting from the RPR’s decision, subject to the need for RPR ’s recommendation if the change in the Work involves the design (as set forth in the Drawings, Specifications, or otherwise), or other engineering or technical matters; and

3. Changes in the Contract Price or Contract Times or other chan ges which embody the substance of any final binding results under Article 12.

B. If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Times ), the giving of any such notice will be Contractor’s responsibility. The amount of each applicable bond will be adjusted to reflect the effect of any such change.
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ARTICLE 11 - DIFFERING SUBSURFACE OR PHYSICAL CONDITIONS

11.01 Differing Conditions Process
A. If Contractor believes that any subsurface or physical condition including but not limited to utilities or other underground facilities that are uncovered or revealed at the Site either differs materially from that shown or indicated in the Contract Documents or is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in Work of the character provided for in the Contract Documents then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency), notify Owner and RPR in writing about such condition. Contractor shall not further disturb such condition or perform any Work in connection therewith (except with respect to an emergency) until receipt of a written statement permitting Contractor to do so.

B. After receipt of written notice, RPR will promptly:

1. Review the subsurface or physical condition in question;

2. Determine necessity for Owner obtaining additional exploration or tests with respect to the condition;

3. Determine whether the condition falls within the differing site condition as stated herein;

4. Obtain any pertinent cost or schedule information from Contractor;

5. Prepare recommendations to Owner regarding the Contractor’s resumption of Work in connection with the subsurface or physical condition in question and the need for any change in the Drawings or Specifications; and

6. Advise Owner in writing of RPR’s findings, conclusions, and recommendations.

C. After receipt of RPR’s written findings, conclusions, and recommendations, Owner shall issue a written statement to Contractor regarding the subsurface or physical condition in question, addressing the resumption of Work in connection with such condition, indicating whether any change in the Drawings or Specifications will be made, and adopting or rejecting RPR ’s written findings, conclusions, and recommendations, in whole or in part.

ARTICLE 12 - CLAIMS AND DISPUTE RESOLUTION

12.01 Claims Process
A. The party submitting a claim shall deliver it directly to the other party to the Contract and the RPR promptly (but in no event later than 10 days) after the start of the event giving rise thereto.

B. The party receiving a claim shall review it thoroughly, giving full consideration to its merits .

The two parties shall seek to resolve the claim through the exchange of information and direct negotiations. All actions taken on a claim shall be stated in writing and submitted to the other party.
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C. If efforts to resolve a claim are not successful, the party receiving the claim may deny it by giving written notice of denial to the other party. If the receiving party does not take action on the claim within 45 days, the claim is deemed denied.

D. If the dispute is not resolved to the satisfaction of the parties, Owner or Contractor shall give written notice to the other party of the intent to submit the dispute to a court of competent jurisdiction unless the Owner and Contractor both agree to an alternative dispute resolution process.

12.02 Mediation
Should any dispute arise out of this Contract, any party may request that it be submitted to mediation. The parties shall meet in mediation within 30 days of a request. The m ediator shall be agreed to by the mediating parties; in the absence of an agreement, the parties shall each submit one name from mediators listed b y the American Arbitration Association, the California State Board of Mediation and Conciliation, or other ag reed-upon service. The mediator shall be selected by a blind draw. The cost of mediation shall be borne equally by the parties. Neither party shall be deeme d the prevailing party. No party shall be permitted to file a legal action without first meeting in mediation and making a good faith attempt to reach a mediated settlement. The mediation process, once commenced by a meeting with the mediator, shall last until agreement is reach by the parties but not more than 60 days, unless the maximum time is extended by the parties.

ARTICLE 13 - TESTS AND INSPECTIONS; CORRECTION OF DEFECTIVE WORK

13.01 Tests and Inspections
A. Owner and RPR will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them prope r and safe conditions for such access.

B. Contractor shall give RPR timely notice of readiness of the Work for all required inspections and tests and shall cooperate with inspection and testing personnel to facilitate required inspections and tests.

C. If any Wo rk that is to be inspected, tested, or approved is covered by Contractor without written concurrence of RPR, Contractor shall, if requested by RPR , uncover such Work for observation. Such uncovering shall be at Contractor’s expense.

13.02 Defective Work
A. Contractor shall ensure that the Work is not defective.

B. RPR has the authority to determine whether Work is defective, and to reject defective Work.

C. Prompt notice of all defective Work of which Owner or RPR has actual knowledge will be given to Contractor.

D. The Contractor shall promptly correct all such defective Work.

E. When correcting defective Work, Contractor shall take no action that would void or otherwise impair Owner’s special warranty and guarantee, if any, on said Work.

F. If the Work is defective or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work 156 of 250
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will conform to the Contract Documents, then Owner may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated.

ARTICLE 14 - PAYMENTS TO CONTRACTOR

14.01 Progress Payments
A. The Contractor shall prepare a schedule of values that will serve as the basis for progress payments. The schedule of values will be in a form of application for payment acceptable to RPR. The unit price breakdown submitted with the bid will be used for unit price work. Break lump sum items into units that will allow for measurement of Work in progress.

14.02 Applications for Payments:

A. Contractor shall submit an application for payment in a form acceptable to the RPR, no more frequently than monthly, to RPR. Applications for payment will be prepared and signed by Contractor. Contractor shall p rovide supporting documentation requir ed by the Contract Documents. Payment will be paid for Work completed as of the date of the application for payment.

B. Beginning with the second application for payment, each application shall include an affidavit of Contractor stating that all previous progress payments received on account of the Work have been applied on account to discharge Contractor’s legitimate obligations associated with prior applications for payment.

14.03 Retainage
A. The Owner shall retain 5% of each progress payment until the Work is substantially complete.

14.04 Review of Applications
A. Within 10 days after receipt of each application for payment, the RPR will either indicate in writing a recommendation for payment and present the application for payment to Owner or return the application for payment to Contractor indicating in writing RPR ’s reasons for refusing to recommend payment. The Contractor will make the necessary corrections and resubmit the application for payment.

B. RPR will recommend reductions in payment (set -offs) which, in the opinion of the RPR, are necessary to protect Owner from loss because the Work is defective and requires correction or replacement.

C. The Owner is entitled to impose set-offs against payment based on any claims that have been made against Owner on account of Contractor’s conduct in the performance of the Work, incurred costs, losses, or damages on account of Contractor’s conduct in the performance of the Work, or liquidated damages that have acc rued as a result of Contractor’ s failure to complete the Work.

14.05 Contractor’s Warranty of Title
A. Contractor warrants and guarantees that title to all Work, materials, and equipment furnished under the Contract will pass to Owner free and clear of (1) all liens and other title defects, and (2) all patent, licensing, copyright, or royalty obligations, no later than seven days after the time of payment by Owner.
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14.06 Substantial Completion
A. The Contractor shall notify Owner and RPR in writing that the Work is substantially complete and request the RPR issue a certificate of substantial completion when Contractor considers the Work ready for its intended use. Contractor shall at the same time submit to Owner and RPR an initial draft of punch list items to be completed or corrected before final payment.

B. RPR will make an inspection of the Work with the Owner and Contractor to determine the status of completion . If RPR does not consider the Work substantially complete, RPR will notify Contractor and Owner in writing giving the reasons therefor.

C. If RPR considers the Work substantially complete or upon resolution of all reasons for non - issuance of a certificate identified in 1 4.06.B, RPR will deliver to Owner a certificate of substantial completion which shall fix the date of substantial completion and include a punch list of items to be completed or corrected before final payment.

14.07 Final Inspection
A. Upon written notice from Contractor that the entire Work is complete, RPR will promptly make a final inspection with Owner and Contractor and will notify Contractor in writing of all particulars in which this inspection reveals that the Work, or agreed portion thereof, is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies.

14.08 Final Payment
A. Contractor may make application for final payment after Contractor has satisfactorily completed all W ork defined in the Contract , including providing all maintenance and operating instructions, schedules, guarante es, bonds, certificates or other evidence of insurance, certificates of inspection, annotated record documents and other documents.

B. The final application for payment shall be accompanied (except as previously delivered) by:

1. All documentation called for in the Contract Documents;

2. Consent of the surety to final payment;

3. Satisfactory evidence that all title issues have been resolved such that title to all Work, materials, and equipment has passed to Owner free and clear of any liens or other title defects, or will so pass upon final payment;

4. A list of all disputes that Contractor believes are unsettled; and

5. Complete and legally effective releases or waivers (satisfactory to Owner) of all lien rights arising out of the Work, and of liens filed in connection with the Work.

C. The Work is complete (subject to surviving obligations) when it is ready for final payment as established by the RPR’s written recommendation of final payment.

14.09 Waiver of Claims
A. The making of final payment will not constitute a waiver by Owner of claims or rights against Contractor.

B. The acceptance of final payment by Contractor will constitute a waiver by Contractor of all claims and rights against Owner other than those pending m atters that have been duly submitted.
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ARTICLE 15 - SUSPENSION OF WORK AND TERMINATION

15.01 Owner May Suspend Work
A. At any time and without cause, Owner may suspend the Work or any portion thereof for a period of not more than 60 consecutive days by written notice to Contractor and RPR. Such notice will fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. Contractor shall be entitled to an adjustment in the Contract Price or an extension of the Contract Times, or both, directly attributable to any such suspension.

15.02 Owner May Terminate for Cause
A. Contractor’s failure to perform the Work in accordance with the Contract Documents or other failure to comply with a material term of the Contract Documents will constitute a default by Contractor and justify termination for cause.

B. If Contractor defaults in its obligations, then after giving Contractor and any surety ten days written notice that Owner is considering a declaration that Contractor is in default and termination of the Contract, Owner may proceed to:

1. Declare Contractor to be in default, and give Contractor and any surety notice that the Contract is terminated; and

2. Enforce the rights available to Owner under any applicable performance bond.

C. Owner may not proceed with termination of the Contract under Paragraph 15.02.B if Contractor within seven days of receipt of notice of intent to terminate begins to correct its failure to perform and proceeds diligently to cure such failure.

D. Subject to the terms and operation of any applicable performance bond, if Owner has terminated the Contract for cause, Owner may exclude Contractor from the Site, take possession of the Work, incorporate in the Work all materials and equipment stored at the Site or for which Owner has paid Contractor but which are stored elsewhere, and complete the Work as Owner may deem expedient.

E. In the case of a termina tion for cause, if the cost to complete the Work, including related claims, costs, losses, and damages, exceeds the unpaid contract balance, Contractor shall pay the difference to Owner.

15.03 Owner May Terminate for Convenience
A. Upon seven days written notice to Contractor, Owner may, without cause and without prejudice to any other right or remedy of Owner, terminate the Contract . In such case, Contractor shall be paid for, without duplication of any items:

1. Completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work;

2. Expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; and

3. Other reasonable expenses directly attributable to termination, including costs incurred to prepare a termination for convenience cost proposal. 159 of 250
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B. Contractor shall not be paid on account of loss of anticipated overhead, profits, or revenue, or other economic loss arising out of or resulting from such termination.

ARTICLE 16 - CONTRACTOR’S REPRESENTATIONS

16.01 Contractor Representations
A. Contractor makes the following representations when entering into this Contract:

1. Contractor has examined and carefully studied the Contract Documents , and any data and reference items identified in the Contract Documents.

2. Contractor has visited the Site, conducted a thorough visual examination of the Site and adjacent areas, and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work.

3. Contractor is familiar with and is satisfied as to all Laws and Regulations that may affect cost, progress, and performance of the Work.

4. Contractor has considered the information known to Contractor itself; information commonly known to contractors doing business in the locality of the Site; information and observations obtained from visits to the Site; the Contract Documents; and the Site- related reports and drawings identified in the Contract Documents, with respect to the effect of such information, observations, and documents on:
a. The cost, progress, and performance of the Work;
b. The means, methods, techniques, sequences, and procedures of construction to be employed by Contractor; and
c. Contractor’s safety precautions and programs.

5. Based on the information and observations referred to in the preceding paragraph, Contractor agrees th at no further examinations, investigations, explorations, tests, studies, or data are necessary for the performance of the Work at the Contract Price , within the Contract Times , and in accordance with the other terms and conditions of the Contract.

6. Contractor is aware of the general nature of work to be performed by Owner and others at the Site that relates to the Work as indicated in the Contract Documents.

7. Contractor has given RPR written notice of all conflicts, errors, ambiguities, or discrepancies that Contractor has discovered in the Contract Documents , and the written resolution thereof by RPR is acceptable to Contractor.

8. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work.

9. Contractor’s entry into this Contract constitutes an incontrovertible representation by Contractor that, without exception , all prices in the Contract are premised upon performing and furnishing the Work required by the Contract Documents. 160 of 250
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ARTICLE 17 - MISCELLANEOUS

17.01 Cumulative Remedies
A. The duties and obligations imposed by this Contract and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations , by special warranty or guarantee, or by other provisions of the Contract. The provisions of this paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply.

17.02 Limitation of Damages
A. Neither Owner, RPR, nor any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors, shall be liable to Contractor for any claims, costs, losses, or damages sustained by Contractor on or in connection with any other project or anticipated project.

17.03 No Waiver
A. A party’s non-enforcement of any provision shall not constitute a waiver of that provision, nor shall it affect the enforceability of that provision or of the remainder of this Contract.

17.04 Survival of Obligations
A. All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract , as well as all continuing obligations indicated in the Contract, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor.

17.05 Contractor’s Certifications
A. Contractor certifies that it has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for or in executing the Contract.

17.06 Controlling Law and Venue
A. This Contract is to be governed by the law of the state of C alifornia and, in the event of litigation, venue will be in the County of San Mateo.

17.07 Notices
A. All notices shall be in writing, and delivered in person , or transmitted by certified mail, postage prepaid. Notices required to be given to Owner or Contractor shall be addressed as appears in the signature block at the end of this Contract.

17.08 No Partnership or Agency
A. Nothing in this Contract nor in the contract documents shall be deemed to constitute a partnership in law between Owner and Contractor, or any subcontractor, to constitute either party as an agent of the other for any purpose; or to entitle either party to commit or bind the other in any manner unless expressly agreed upon in the contract documents. 161 of 250
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17.09 Severability
A. If any part or provision of the contract documents is determined by any court to be illegal, invalid, or unenforceable, in whole or in part, the contract documents shall continue to be valid as to its other provisions and the remainder of the affected provision, un less it can be concluded from the circumstances that, in the absence of the provisions found to be null and void, the parties would not have entered into the contract documents. The parties shall use all reasonable efforts to replace any and all provisions or parts found to be null and void with provisions that are valid under the applicable law and come closest to their original intention.

17.10 Waiver
A. None of the following shall operate as a waiver of any provision of the contract documents, or of any power herein reserved by the Owner, or any right to damages herein provided: 1) inspection by the Owner or its authorized agents or representatives; 2) any order or certificate for payment, or any payment for, or acceptance of the whole or any party of the work by the Owner ; 3) an extension of time; or 4) any position taken by the Owner or its authorized agents or representatives.

17.11 Warranty
A. Contractor warrants and guarantees that the materials and equipment provided shall be at least of the quality specified and new unless otherwise required or permitted by the contract documents and, if no quality is specified, then the materials and equipment shall be of commercial grade, suitable for heavy public use in facilities of similar size and complexity,, that the work performed hereunder will be free from defects, and that the work will conform to the requirements of the contract documents.
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IN WITNESS WHEREOF, Owner and Contractor have signed this Contract.

This Contract will be effective on __________________ (which is the Effective Date of the Contract).

OWNER: CONTRACTOR:

By: Azalea Mitch By: Young Kang
Title: Director of Public Works Title: President

Address for giving notices: Address for giving notices:
330 West 20th Avenue 783 Phillips Drive
San Mateo, CA 94403 City of Industry, CA 91748

License No.: CA License # 858483

(where applicable)

APPROVED AS TO FORM

Linh Nguyen
Assistant City Attorney

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EXHIBIT A
CONTRACTOR’S PROPOSAL

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Work Order Signature Document
EZIQC Contract No.: CA08-SCI-GB05-080719-ACI
San Mateo City Hall staff restroom renovations
New Work Order
094887.00
Modify an Existing Work Order
Work Order Title:

Work Order Number.: Work Order Date:

X
01/31/2022
Contractor Name:

Contact:

Phone:

Contact:

Phone:

Alex Cho
(714) 443-3655
Owner Name: CALIFORNIA - City of San Mateo
Steve Wu
(650)8238331
Angeles Contractor Inc.

Work to be Performed
Work to be performed as per the Final Detailed Scope of Work Attached and as per the terms and conditions of Sourcewell EZIQC Contract No CA08-SCI-GB05-080719-ACI.

Brief Work Order Description:

San Mateo Staff Restrooms - City Hall Renovation
Will not apply:Liquidated Damages Will apply:

Estimated Completion Date:

Estimated Start Date: Time of Performance
X
Work Order Firm Fixed Price: $492,932.79
Owner Purchase Order Number:

Approvals
Date DateContractorCALIFORNIA - City of San Mateo

2.00

1/31/2022
Work Order Signature Document
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3.00 Detailed Scope of Work
Steve WuAlex ChoTo: From:

Angeles Contractor Inc. CALIFORNIA - City of San Mateo
783 Phillips Drive 330 W. 20th Avenue
City of Industry, CA 91748 San Mateo, CA 94403
(714) 443-3655 (650)8238331
Work Order Number:

January 31, 2022Date Printed:
094887.00
San Mateo City Hall staff restroom renovationsWork Order Title:

Brief Scope: San Mateo Staff Restrooms - City Hall Renovation Revised FinalPreliminary X
The following items detail the scope of work as discussed at the site. All requirements necessary to accomplish the items set forth below shall be considered part of this scope of work.

The following items detail the scope of work as discussed at the site. All requirements necessary to accomplish the things set forth below shall be considered part of this work scope.

Angeles contractor to furnish and Provide all materials, fixtures, equipment, and labor as necessary to complete work. Work to be performed during regular business hours 7 AM to 5 PM, Monday - Friday. *1/21/2022: City of San Mateo bid allowance of $73,000 was added. (Scope of Work)
· Abatement per MSTS-574 (Limited Asbestos & Lead paint sampling report) · Remove (E) floor and wall tile, toilet partitions, fixtures, and accessories throughout. (E) floor drains and cleanouts to remain · Remove (E) light fixtures including all associated wiring and conduit back to source · Remove all existing abandoned equipment, ductwork, piping (including plumbing lines) · Remove (E) exhaust air outlets
· Remove (E) lavatory sinks and associated faucets
· Remove (E) urinals
· Remove (E) water closet and associated flush valves
· Remove (E) make-up air outlets and associated ductwork · Remove all (E) acoustical tile ceilings, light fixtures, and ceiling-mounted devices · Remove (E) door, door frame, hardware, and section of existing wall · Remove (E) janitor’s room door, frame, and hardware and salvage for relocation · Demolish furred wall and replace with new furred wall per construction plan · (E) electrical outlet to remain
· (E) hose bib to remain. Relocate if needed
· (E) FD to remain, evaluate trap primer connection, if required provide (N) ½” TPW connection from (N) TP-1 · Provide all wall access panels serving trap primer, water hammer arrestor, domestic water valves, etc. · (E) Janitor’s sink to remain
· Provide (N) coat hook
· Provide (N) grab bars
· Provide (N) recessed automatic hand dryer

1/31/2022
Scope of Work
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Detailed Scope of Work Continues..

Work Order Title:

Work Order Number: 094887.00
San Mateo City Hall staff restroom renovations
· Provide (N) mirrors
· Provide (N) floor anchored overhead braced toilet partition · Provide (N) lavatory sinks and associated faucets
· Install (E) toilet seat cover dispenser
· Provide (N) soap dispenser
· Provide (N) toilet paper dispenser/shelf
· Provide (N) paper towel dispenser/trash
· Provide (N) sanitary products receptacle
· Provide (N) rubber base (TBD)
· Provide (N) interior paint
· Provide touch up paint and base in corridor due to demolition/construction · Provide (N) Gyp. Board
· Provide (N) floor and wall tile, accent wall tile
· Provide (N) section metal framing wall
· Provide (N) door, frame, and wall-mounted restroom signage · Provide (N) ceiling grid at seismic strut with seismic bracing and acoustical tile ceilings · Provide a salvaged pocket door or provide (N) one to match · Reduce the width of (E) furred wall. Replace with new furred wall, V.I.F depth to match furring in Men’s room · Enlarge (E) door opening to fit (N) 3’-0” wide door
· Provide all fire life safety and sprinkler systems
· Provide (N) LED light fixtures with dimming controls as specified · Provide (N) emergency fixture with 90 minutes emergency battery pack · Provide (N) wall dimmers, wall switches, and ceiling occupancy sensors · Connect to (E) receptacle circuit serving restroom. Mounted under the sink to support soap dispenser · Provide stand-alone combo dimmer/OS station
· Provide dedicated 120V circuit from the electrical room panel · Reconfigure and re-balance the HV AC system to accommodate the new layout · Provide backing for wall-mounted devices
· Decontamination Station
Subject to the terms and conditions of JOC Contract CA08-SCI-GB05-080719-ACI.

Contractor Date
DateCALIFORNIA - City of San Mateo

1/31/2022
Scope of Work
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4.00 Contractor's Price Proposal - Summary
Owner PO #:

San Mateo City Hall staff restroom renovations
094887.00
CA08-SCI-GB05-080719-ACIIQC Master Contract #:

Work Order #:

Title:

Re:

January 31, 2022Date:

Proposal Value:

Contractor: Angeles Contractor Inc.
$492,932.79
$107,243.97Section - 01
$31,167.52Section - 02
$1,377.94Section - 03
$2,732.56Section - 05
$722.84Section - 06
$1,016.88Section - 07
$17,444.65Section - 08
$85,064.20Section - 09
$38,038.40Section - 10
$13,910.55Section - 13
$18,339.42Section - 21
$86,845.76Section - 22
$41,998.45Section - 23
$21,754.84Section - 26
$8,516.69Section - 27
$15,947.62Section - 28
$810.50Section - 31
Proposal Total
Thisl total represents the correct total for the proposal. Any discrepancy between line totals, sub-totals and the proposal total is due to rounding.
$492,932.79
The Percentage of NPP on this Proposal: %

1/31/2022
Contractor's Price Proposal - Summary
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5.00 Contractor's Price Proposal - Detail
San Mateo City Hall staff restroom renovations
094887.00
CA08-SCI-GB05-080719-ACIIQC Master Contract #:

Work Order #:

Owner PO #:

Title:

Re:

January 31, 2022Date:

Proposal Value:

Contractor: Angeles Contractor Inc.
$492,932.79
(Excludes)Equip. MaterialLabor
Line TotalDescriptionUOMMod.ItemSect.

Section - 01
01 22 16 00 0002 Reimbursable FeesReimbursable Fees will be paid to the contractor for eligible costs. Insert the appropriate quantity to adjust the base cost to the actual Reimbursable Fee. If there are multiple Reimbursable Fees, list each one separately and add a comment in the "note" block to identify the Reimbursable Fee (e.g. sidewalk closure, road cut, various permits, extended warranty, expedited shipping costs, etc.). A copy of each receipt shall be submitted with the Price Proposal.
1 $73,000.00EA
Installation =x x 73,000.00
FactorUnit PriceQuantity Total

1.00 1.0000 73,000.00
City of San Mateo (Bid Allowance)

1. Abatement 2. Unforeseen behind wall & Ceiling 3. Concrete Slab grade 4. Deferred Submittal (Shop drawing 5.MISC. fire wall, material container, sound proofing, roof works, temp. site protection 01 22 16 00 0002 Reimbursable FeesReimbursable Fees will be paid to the contractor for eligible costs. Insert the appropriate quantity to adjust the base cost to the actual Reimbursable Fee. If there are multiple Reimbursable Fees, list each one separately and add a comment in the "note" block to identify the Reimbursable Fee (e.g. sidewalk closure, road cut, various permits, extended warranty, expedited shipping costs, etc.). A copy of each receipt shall be submitted with the Price Proposal.
2 $10,611.07EA
Installation =x x 10,611.07
FactorUnit PriceQuantity Total

1.00 1.1000 9,646.43
$482,321.72 x 2% bond fee = $9,646.43
01 22 20 00 0027 PlumberFor tasks not included in the Construction Task Catalog® and as directed by owner only.
3 $4,277.00HR
Installation =x x 4,277.00
FactorUnit PriceQuantity Total

91.86 1.1640 40.00
plumbing hours used for points of connection to existing pipes 01 22 20 00 0027 0001 For Foreman, Add4 $213.71MOD Installation =x x 213.71
FactorUnit PriceQuantity Total

4.59 1.1640 40.00
01 22 20 00 0070 Flagperson For Traffic Control5 $3,468.72HR Installation =x x 3,468.72
FactorUnit PriceQuantity Total

74.50 1.1640 40.00
closest line item for fire watch during alarm and sprinkler work 01 56 16 00 0066 1/2" BC Plywood Wall Sheathing On Both Sides, Temporary Wood Stud Wall, 16" On Center
6 $3,295.08SF
Installation =x x 3,295.08
FactorUnit PriceQuantity Total

7.07 1.1640 400.40
Temporary wall per deconstruction station in hallway
01 56 16 00 0076 Temporary Metal Door And FramePainted with panic hardware, lockset, threshold and smoke seals. Remove after use.
7 $1,054.72EA
Installation =x x 1,054.72
FactorUnit PriceQuantity Total
453.06 1.1640 2.00
temporary door for deconstruction station [this is the only temp door line item in the ctc]

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Work Order Title:

Work Order Number: 094887.00
San Mateo City Hall staff restroom renovations
Section - 01
01 66 19 00 0047 Transfer Delivered Materials Distances Greater Than 125', Per CY Of Material Per 125'
8 $2,383.29CY
Installation =x x 2,383.29
FactorUnit PriceQuantity Total

5.85 1.1640 350.00
transfer of delivered materials from laydown area to the construction site inside the building 01 66 19 00 0073 Transfer Demolition Debris Distances Greater Than 125', Per CY Of Material Per 125'
9 $2,383.29CY
Installation =x x 2,383.29
FactorUnit PriceQuantity Total

5.85 1.1640 350.00
transfer of demolished materials from construction site inside the building to the trash bun or laydown area 01 71 36 00 0004 >1 To 4 Hours On Site, Electromagnetic (SIR/GPR) Survey, Earth, Concrete, Masonry Or Asphalt
10 $2,174.61EA
Installation =x x 2,174.61
FactorUnit PriceQuantity Total
934.11 1.1640 2.00
standard safety protocol before concrete cutting and trenching 01 71 36 00 0007 Standard Report For Electromagnetic (SIR/GPR) Survey, Earth, Concrete, Masonry Or AsphaltIncludes a detailed description of the scope of work, inspection methods, and equipment used. Also includes visuals such as site locations, images of data, and site photos.
11 $483.25EA
Installation =x x 483.25
FactorUnit PriceQuantity Total
207.58 1.1640 2.00
report to be provided from GPR technician prior to concrete cutting, trenching and to be art of building records
01 74 19 00 0016 40 CY Dumpster (5 Ton) "Construction Debris"Includes delivery of dumpster, rental cost, pick-up cost, hauling, and disposal fee. Non-hazardous material. 12 $2,339.54EA
Installation =x x 2,339.54
FactorUnit PriceQuantity Total
669.97 1.1640 3.00
dumpsters for demolished debris from construction / walls, ceilings, tile, backer boards, plumbing fixtures 01 74 19 00 0017 10 CY Low-Boy Dumpster "Concrete Or Asphalt Only"Includes delivery of dumpster, rental cost, pick-up cost, hauling, and disposal fee. Concrete or asphalt only.
13 $1,559.69EA
Installation =x x 1,559.69
FactorUnit PriceQuantity Total
669.97 1.1640 2.00
concrete low boy for demolished concrete need for points of connection for underground pipe $107,243.97Subtotal for Section - 01
Section - 02
02 41 13 13 0041 >3" To 6" By Hand, Break-up And Remove Concrete Paving14 $857.98SF Installation =x x 857.98
FactorUnit PriceQuantity Total

5.67 1.1640 130.00
demolish concrete for underground pipe replacement and installation 02 41 19 13 0071 Saw Cut Minimum ChargeFor projects where the total saw cutting charge is less than the minimum charge, use this task exclusively. This task should not be used in conjunction with any other tasks in this section. 15 $2,757.25EA
Installation =x x 2,757.25
FactorUnit PriceQuantity Total
789.59 1.1640 3.00
saw cut minimum charge for restroom slabs where underground pipe installation occurs 02 41 19 13 0280 1/2" Diameter Drilling In Concrete Per Inch Of Depth16 $909.32IN Installation =x x 909.32
FactorUnit PriceQuantity Total

2.17 1.1640 360.00
used for concrete dowels 60 x 6" each

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Work Order Title:

Work Order Number: 094887.00
San Mateo City Hall staff restroom renovations
Section - 02
02 41 19 13 0333 Core Drill Minimum ChargeFor projects where the total core drilling charge is less than the minimum charge, use task "Minimum Charge For Core Drilling" exclusively. Task "Minimum Charge For Core Drilling" should not be used in conjunction with any other tasks in this section. Does not apply to sections "Drilling In Concrete Per Inch Of Depth" or "Drilling In Brick Or Block Per Inch Of Depth".
17 $1,490.71EA
Installation =x x 1,490.71
FactorUnit PriceQuantity Total
640.34 1.1640 2.00
core drill minimum charges thru walls for pipe penetrations 02 41 19 16 0011 Demolish Suspended Plastered Ceiling And Suspension System18 $883.71SF Installation =x x 883.71
FactorUnit PriceQuantity Total

1.46 1.1640 520.00
demo existing ceiling backer board for new ceiling height 02 82 33 00 0064 Up To 50 SF, Single Layer Gypsum Wall Board, Asbestos Abatement And Disposal
19 $732.19EA
Installation =x x 732.19
FactorUnit PriceQuantity Total
629.03 1.1640 1.00
demolish gyp walls in restroom per demolition notes and haz mat report in both restrooms' 02 82 33 00 0065 >50 To 500 SF, Single Layer Gypsum Wall Board, Asbestos Abatement And Disposal
20 $18,012.90SF
Installation =x x 18,012.90
FactorUnit PriceQuantity Total

12.38 1.1640 1,250.00
demolish gyp walls in restroom per demolition notes and haz mat report in both restrooms' 02 84 16 00 0002 Removal Of TSCA-Exempt Polychlorinated Biphenyl (PCB) And Non-PCB Ballast From A Demolished Fixture For Recycling
21 $65.84EA
Installation =x x 65.84
FactorUnit PriceQuantity Total

7.07 1.1640 8.00
disposal / recycling of existing lighting ballasts
02 89 00 00 0009 6 Mil Plastic Sheeting, Applied To Floors, Hazmat Containment Construction22 $447.91SF Installation =x x 447.91
FactorUnit PriceQuantity Total

0.37 1.1640 1,040.00
plastic sheeting for abatement protection during demolition of walls in both restrooms 02 89 00 00 0010 6 Mil Plastic Sheeting, Applied To Walls, Hazmat Containment Construction23 $2,076.11SF Installation =x x 2,076.11
FactorUnit PriceQuantity Total

0.49 1.1640 3,640.00
plastic sheeting for abatement protection during demolition of walls in both restrooms 02 89 00 00 0011 6 Mil Plastic Sheeting, Applied To Ceilings, Hazmat Containment Construction24 $798.97SF Installation =x x 798.97
FactorUnit PriceQuantity Total

0.66 1.1640 1,040.00
plastic sheeting for abatement protection during demolition of walls in both restrooms 02 89 00 00 0017 Portable Personnel Decontamination Wash Facility (5 Stage)Includes connection to negative air system.
25 $852.12EA
Installation =x x 852.12
FactorUnit PriceQuantity Total
732.06 1.1640 1.00
personnel decon chamber for men's and women's restroom
02 89 00 00 0017 0045 For Dismantling And Relocation To A Different Area, Add26 $517.61MOD Installation =x x 517.61
FactorUnit PriceQuantity Total
444.68 1.1640 1.00

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Work Order Title:

Work Order Number: 094887.00
San Mateo City Hall staff restroom renovations
Section - 02
02 89 00 00 0018 Portable Waste Decontamination UnitIncludes connection to negative air system.
27 $454.22EA
Installation =x x 454.22
FactorUnit PriceQuantity Total
390.22 1.1640 1.00
waste decon chamber for men's and women's restroom
02 89 00 00 0018 0046 For Dismantling And Relocation To A Different Area, Add28 $310.68MOD Installation =x x 310.68
FactorUnit PriceQuantity Total
266.91 1.1640 1.00
$31,167.52Subtotal for Section - 02
Section - 03
03 21 11 00 0242 1/2" Diameter x 24" Long, Deformed Straight Dowel29 $175.30EA Installation =x x 175.30
FactorUnit PriceQuantity Total

2.51 1.1640 60.00
dowels for concrete repair work after underground piping work 03 30 53 00 0007 Hand Mix And Place ConcreteFor use where conventional equipment access is limited or when directed by the owner.
30 $1,202.64CF
Installation =x x 1,202.64
FactorUnit PriceQuantity Total

29.52 1.1640 35.00
concrete repair work on slab after underground pluming pipe installation $1,377.94Subtotal for Section - 03
Section - 05
05 05 19 00 0185 1/2" Chemical Adhesive For Bolt, Dowel Or Threaded Rod31 $1,065.76EA Installation =x x 1,065.76
FactorUnit PriceQuantity Total

15.26 1.1640 60.00
epoxy adhesive for dowels for concrete repair work after underground plumbing work 05 05 23 00 1341 1/2" Diameter, Hot Dipped Galvanized Steel, Low Carbon/Grade 2 Hex Nut32 $56.90EA Installation =x x 56.90
FactorUnit PriceQuantity Total

0.94 1.1640 52.00
2 per each Unistrut channel for hanging ducts and pipes, conduits etc. 05 05 23 00 1423 1/2" Inside Diameter, Hot Dipped Galvanized Steel Flat Washer33 $23.00EA Installation =x x 23.00
FactorUnit PriceQuantity Total

0.38 1.1640 52.00
2 per each Unistrut channel for hanging ducts and pipes, conduits etc. 05 05 23 00 1490 1/2" Inside Diameter, Hot Dipped Galvanized Steel Lock Washer34 $12.71EA Installation =x x 12.71
FactorUnit PriceQuantity Total

0.21 1.1640 52.00
2 per each Unistrut channel for hanging ducts and pipes, conduits etc. 05 42 13 00 0007 5-1/2" - 18 Gauge Steel Joists35 $1,574.19LF Installation =x x 1,574.19
FactorUnit PriceQuantity Total

6.44 1.1640 210.00
door boxed jamb and header, backing for toilet accessories and plumbing wall mounted fixtures on sheet A-800 & A-900 details
$2,732.56Subtotal for Section - 05
Section - 06

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Work Order Title:

Work Order Number: 094887.00
San Mateo City Hall staff restroom renovations
Section - 06
06 11 16 00 0049 2" x 4" Wood Stud Framing, For Partition Walls36 $722.84LF Installation =x x 0.00
FactorUnit PriceQuantity Total

1.36 1.1640 0.00
Demolition x x = 722.84 0.69 1.1640 900.00
demolition of existing wood walls in men and women's restroom $722.84Subtotal for Section - 06
Section - 07
07 84 13 19 0002 1" Diameter Hole With 1/2" Pipe, Sealed With Intumescent Firestop Sealant37 $623.17EA Installation =x x 623.17
FactorUnit PriceQuantity Total

17.27 1.1640 31.00
fire proof penetrations per details on A920
07 84 13 19 0004 1-1/2" Diameter Hole With 3/4" Pipe, Sealed With Intumescent Firestop Sealant38 $393.71EA Installation =x x 393.71
FactorUnit PriceQuantity Total

21.14 1.1640 16.00
fire proof penetrations per details on A920
$1,016.88Subtotal for Section - 07
Section - 08
08 05 13 00 0032 Factory Prepare Wood Door (Rated Or Non Rated) For Mortise Lockset Hardware
39 $299.01EA
Installation =x x 299.01
FactorUnit PriceQuantity Total

64.22 1.1640 4.00
prep new doors for new hardware set
08 12 13 13 0041 3' x 6'-8" Through 7'-2" High, 5-3/4" Deep, 16 Gauge, Knock Down Hollow Metal Door Frame
40 $2,264.55EA
Installation =x x 1,766.07
FactorUnit PriceQuantity Total
379.31 1.1640 4.00
Demolition x x = 498.48 85.65 1.1640 5.00
demo existing door frames and install new per new work floor plan 08 12 13 13 0041 0074 For Welded Frames, Add41 $277.03MOD Installation =x x 277.03
FactorUnit PriceQuantity Total

59.50 1.1640 4.00
08 12 13 13 0041 0075 For Galvanized Frames, Add42 $116.21MOD Installation =x x 116.21
FactorUnit PriceQuantity Total

24.96 1.1640 4.00
08 12 13 13 0041 0079 For 3/4 Hour Rating, Add43 $252.17MOD Installation =x x 252.17
FactorUnit PriceQuantity Total

54.16 1.1640 4.00
08 14 16 00 0519 3'-0" x 7' x 1-3/4" Thick, 5 Ply, Particleboard Core (PC), Maple Faced Wood Door
44 $2,272.91EA
Installation =x x 1,973.82
FactorUnit PriceQuantity Total
423.93 1.1640 4.00
Demolition x x = 299.09 51.39 1.1640 5.00
demo existing doors and install new per new work floor plan 08 14 16 00 0519 0134 For Structural Composite Lumber Core (SCLC), Add45 $672.84MOD Installation =x x 672.84
FactorUnit PriceQuantity Total
144.51 1.1640 4.00

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Work Order Title:

Work Order Number: 094887.00
San Mateo City Hall staff restroom renovations
Section - 08
08 14 16 00 0519 0136 For Commercial Grade 45 Minute Particleboard Core (PC), Fire Rated Door, Add
46 $179.44MOD
Installation =x x 179.44
FactorUnit PriceQuantity Total

38.54 1.1640 4.00
08 14 73 00 0031 3'-0" x 6'-8" x 1-3/4" Thick, Hollow Core (HC), Birch Faced Wood Pocket Door47 $988.91EA Installation =x x 941.56
FactorUnit PriceQuantity Total
808.90 1.1640 1.00
Demolition x x = 47.35 40.68 1.1640 1.00
pocket door per demo and new work floor plans
08 14 73 00 0031 0150 For Walnut, Add48 $326.04MOD Installation =x x 326.04
FactorUnit PriceQuantity Total
280.10 1.1640 1.00
08 14 73 00 0058 5-1/4" Birch Jamb Replacement For Pocket Doors49 $123.19EA Installation =x x 123.19
FactorUnit PriceQuantity Total
105.83 1.1640 1.00
remove and replace door jamb for pocket door in women's restroom area per demo and new work floor plans
08 14 73 00 0058 0154 For Walnut, Add50 $36.89MOD
Installation =x x 36.89
FactorUnit PriceQuantity Total

24.38 1.1640 1.30
08 14 73 00 0066 3'-0" x 7' Door Track And Hardware Replacement For Pocket Door51 $364.68EA Installation =x x 364.68
FactorUnit PriceQuantity Total
313.30 1.1640 1.00
remove and replace door hardware for pocket door in women's restroom 08 31 13 00 0005 18" x 18" Fire Rated Stainless Steel Access Door With Cam Latch52 $4,654.07EA Installation =x x 4,654.07
FactorUnit PriceQuantity Total
444.26 1.1640 9.00
access panels for water hammer and valves
08 71 11 00 0042 4-1/2" x 4-1/2", Standard Duty, Full Mortise, Ball Bearing, Wrought Steel Hinge53 $1,008.93PR Installation =x x 866.39
FactorUnit PriceQuantity Total

93.04 1.1640 8.00
Demolition x x = 142.54 9.42 1.1640 13.00
demolition of existing door hinges and installation of new to match existing per demo and new work floor plans
08 71 11 00 0042 0220 For Heavy Duty, Add54 $61.65MOD Installation =x x 61.65
FactorUnit PriceQuantity Total

6.62 1.1640 8.00
08 71 11 00 2270 Surface Mounted Heavy Duty Door Closer (LCN 4040XP/4041 Series)55 $1,348.99EA Installation =x x 1,204.43
FactorUnit PriceQuantity Total
344.91 1.1640 3.00
Demolition x x = 144.57 24.84 1.1640 5.00
door closers for new doors and demolition of existing
08 71 11 00 2289 Bath/Bedroom Privacy F02/F19 Mortise LocksetLocked with thumb knob inside.
56 $2,197.14EA
Installation =x x 2,072.54
FactorUnit PriceQuantity Total
593.51 1.1640 3.00
Demolition x x = 124.61 21.41 1.1640 5.00
bathroom locksets for men's and women's restrooms
$17,444.65Subtotal for Section - 08

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Work Order Title:

Work Order Number: 094887.00
San Mateo City Hall staff restroom renovations
Section - 09
09 05 61 13 0004 >500 To 1,000 SF, Water Vapor Emission Control System (Koester VAP 1-2002)Clear
57 $10,123.31SF
Installation =x x 10,123.31
FactorUnit PriceQuantity Total

6.69 1.1640 1,300.00
moisture barrier for floor and wall tile in both men and women's restrooms 09 22 13 23 0003 25 Gauge, 16" On Center, Installed On Walls, Single-Leg Resilient Channel, RC1 Furring Channel
58 $629.49SF
Installation =x x 437.31
FactorUnit PriceQuantity Total

2.89 1.1640 130.00
Demolition x x = 192.18 1.27 1.1640 130.00
furred wall in women's restroom per demolition and new work floor plans 09 22 13 23 0003 0417 For 20 Gauge, Add59 $93.82MOD Installation =x x 93.82
FactorUnit PriceQuantity Total

0.62 1.1640 130.00
09 22 16 13 0016 4" Width, 16" On Center, 18 Gauge, Non Load Bearing, Non Structural Metal Stud Framing With Tracks And Runners
60 $1,093.29SF
Installation =x x 1,093.29
FactorUnit PriceQuantity Total

3.25 1.1640 289.00
demo and installation of walls in men's and women's restrooms per demo and new work floor plans 09 22 16 13 0016 0011 For >100 To 300, Add61 $164.83MOD Installation =x x 164.83
FactorUnit PriceQuantity Total

0.49 1.1640 289.00
09 28 13 00 0004 5/8" Cementitious Backer Units For Installation On Floors62 $5,508.54SF Installation =x x 4,752.26
FactorUnit PriceQuantity Total

4.65 1.1640 878.00
Demolition x x = 756.27 0.74 1.1640 878.00
backer boards for new wall tile in men's and women's restrooms 09 28 13 00 0004 0063 For Installation On Wall, Add63 $613.20MOD Installation =x x 613.20
FactorUnit PriceQuantity Total

0.60 1.1640 878.00
09 29 10 00 0025 5/8" Moisture Resistant Gypsum Board64 $1,626.57SF Installation =x x 1,626.57
FactorUnit PriceQuantity Total

1.70 1.1640 822.00
new gyp board installation for new walls in men's and women's restrooms per new work plan and interior elevations
09 29 10 00 0049 Up To 10' High, Walls, Tape, Spackle And Finish Gypsum Board65 $526.24SF Installation =x x 526.24
FactorUnit PriceQuantity Total

0.55 1.1640 822.00
new gyp finishing prior to paint
09 29 10 00 0055 Up To 10' High, Vertical Corners, Tape, Spackle And Finish Gypsum Board66 $241.61LF Installation =x x 241.61
FactorUnit PriceQuantity Total

1.11 1.1640 187.00
prep and finish vertical corners of new gyp
09 29 10 00 0058 Up To 10' High, Horizontal Corners, Tape, Spackle And Finish Gypsum Board67 $136.64LF Installation =x x 136.64
FactorUnit PriceQuantity Total

1.29 1.1640 91.00
prep and finish new gyp board at horizontal corners in both men's and women's restrooms

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Work Order Title:

Work Order Number: 094887.00
San Mateo City Hall staff restroom renovations
Section - 09
09 30 13 00 0002 2" x 2" x 1/4" Thick, Unpolished Ceramic Floor TileTiles mounted from back, side or front in 12" x 12", 12" x 24", 12" x 48", or similar sized sheets. 68 $1,261.03SF
Installation =x x 0.00
FactorUnit PriceQuantity Total

10.53 1.1640 0.00
Demolition x x = 1,261.03 2.22 1.1640 488.00
demolish existing floor tile in men and women's restrooms 09 30 13 00 0004 8" x 8" And Larger Unmounted Floor TileIncludes glazed porcelain, unglazed porcelain and glazed ceramic tiles.
69 $6,691.42SF
Installation =x x 6,691.42
FactorUnit PriceQuantity Total

11.78 1.1640 488.00
install floor tile in men and women's restrooms
09 30 13 00 0004 0068 For Epoxy Grout, Add70 $715.72MOD Installation =x x 715.72
FactorUnit PriceQuantity Total

1.26 1.1640 488.00
09 30 13 00 0004 0069 For Heavy Duty Floors With A PEI 5 Rating, Add71 $568.03MOD Installation =x x 568.03
FactorUnit PriceQuantity Total

1.00 1.1640 488.00
09 30 13 00 0007 Less than 8" x 8" Mounted Wall TileIncludes glazed porcelain, unglazed porcelain and glazed ceramic tiles. Tiles mounted from back, side or front in 12" x 12", 12" x 24", or similar sized sheets.
72 $2,749.16SF
Installation =x x 0.00
FactorUnit PriceQuantity Total

11.61 1.1640 0.00
Demolition x x = 2,749.16 2.69 1.1640 878.00
demolish existing wall tile in men and women's restrooms 09 30 13 00 0008 8" x 8" And Larger Unmounted Wall TileIncludes glazed porcelain, unglazed porcelain and glazed ceramic tiles.
73 $13,316.56SF
Installation =x x 13,316.56
FactorUnit PriceQuantity Total

13.03 1.1640 878.00
install new wall tile in men's and women's restrooms
09 30 13 00 0008 0073 For Epoxy Grout, Add74 $1,139.27MOD Installation =x x 1,139.27
FactorUnit PriceQuantity Total

1.45 1.1640 675.00
09 35 13 00 0002 Thin Set - Epoxy MortarImpact and chemical resistant.75 $8,579.84SF Installation =x x 7,038.65
FactorUnit PriceQuantity Total

4.43 1.1640 1,365.00
Demolition x x = 1,541.19 0.97 1.1640 1,365.00
thin set for wall and floor tile in men and women's restrooms 09 39 00 00 0035 3/8" Height, Aluminum Transition Trim For Tile (Schluter® RENO-U)76 $1,400.62LF Installation =x x 1,400.62
FactorUnit PriceQuantity Total

3.56 1.1640 338.00
finish trim for tiles on verticals and where it meets gyp 09 39 00 00 0036 1/2" Height, Aluminum Transition Trim For Tile (Schluter® RENO-U)77 $59.50LF Installation =x x 59.50
FactorUnit PriceQuantity Total

4.26 1.1640 12.00
tile transition for floor tile at door ways
09 51 13 00 0012 2' x 4' x 5/8" Mineral Fiber Acoustical Ceiling Panel (Armstrong VL Perforated)78 $2,453.71SF Installation =x x 2,453.71
FactorUnit PriceQuantity Total

4.96 1.1640 425.00
new ceiling tile in both men and women's restrooms

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Work Order Title:

Work Order Number: 094887.00
San Mateo City Hall staff restroom renovations
Section - 09
09 51 13 00 0012 0094 For >200 To 500, Add79 $148.41MOD Installation =x x 148.41
FactorUnit PriceQuantity Total

0.30 1.1640 425.00
09 51 13 00 0012 0098 For Individual Room Quantities <495, AddFor use with projects >500 SF80 $341.34MOD Installation =x x 341.34
FactorUnit PriceQuantity Total

0.69 1.1640 425.00
09 51 23 00 0002 12" x 12" x 1/2" Tongue And Groove Mineral Fiber Acoustical Ceiling Tile81 $469.97SF Installation =x x 0.00
FactorUnit PriceQuantity Total

3.92 1.1640 0.00
Demolition x x = 469.97 0.95 1.1640 425.00
demo existing ceiling tile in both men's and women's restrooms 09 53 23 00 0005 2' x 4' Grid, 15/16" T Bar Ceiling Suspension System82 $905.30SF Installation =x x 905.30
FactorUnit PriceQuantity Total

1.83 1.1640 425.00
new ceiling grid in both men's and women's restrooms
09 53 23 00 0005 0113 For Fastening To Concrete, Add83 $499.65MOD Installation =x x 499.65
FactorUnit PriceQuantity Total

1.01 1.1640 425.00
09 53 23 00 0005 0119 For Individual Room Quantities <495, AddFor use with projects >500 SF84 $103.89MOD Installation =x x 103.89
FactorUnit PriceQuantity Total

0.21 1.1640 425.00
09 53 23 00 0005 0121 For Compression Posts, Telescopic, With Splay Wires, Attached To Structure, Add
85 $19,827.58MOD
Installation =x x 19,827.58
FactorUnit PriceQuantity Total

40.08 1.1640 425.00
09 53 23 00 0005 0124 For >200 To 500, Add86 $74.21MOD Installation =x x 74.21
FactorUnit PriceQuantity Total

0.15 1.1640 425.00
09 65 13 13 0008 6" High, 1/8" Thick, Type TP Thermoplastic Rubber Wall Base, All Colors87 $199.27LF Installation =x x 199.27
FactorUnit PriceQuantity Total

3.23 1.1640 53.00
rubber base in mother's room
09 65 13 13 0008 0442 For >20 To 40, Add88 $40.72MOD Installation =x x 40.72
FactorUnit PriceQuantity Total

0.66 1.1640 53.00
09 91 23 00 0062 Paint Interior Plaster/Drywall Walls, 1 Coat Primer, Brush/Roller Work89 $447.60SF Installation =x x 447.60
FactorUnit PriceQuantity Total

0.51 1.1640 754.00
paint new and existing gyp board with primer
09 91 23 00 0064 Paint Interior Plaster/Drywall Walls, 2 Coats Paint, Brush/Roller Work90 $903.99SF Installation =x x 903.99
FactorUnit PriceQuantity Total

1.03 1.1640 754.00
paint new and existing gyp board with 2 coats
09 91 23 00 0239 Paint Interior Wood Door Frame And Trim, 1 Coat Primer, Brush/Roller Work91 $17.18LF Installation =x x 17.18
FactorUnit PriceQuantity Total

0.82 1.1640 18.00
primer pocket door frame

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Work Order Title:

Work Order Number: 094887.00
San Mateo City Hall staff restroom renovations
Section - 09
09 91 23 00 0241 Paint Interior Wood Door Frame And Trim, 2 Coats Paint, Brush/Roller Work92 $37.71LF Installation =x x 37.71
FactorUnit PriceQuantity Total

1.80 1.1640 18.00
2 coats paint pocket door frame
09 91 23 00 0242 Paint Interior Metal Door Frame And Trim, 1 Coat Primer, Brush/Roller Work93 $50.58LF Installation =x x 50.58
FactorUnit PriceQuantity Total

0.79 1.1640 55.00
primer 3 door frames
09 91 23 00 0244 Paint Interior Metal Door Frame And Trim, 2 Coats Paint, Brush/Roller Work94 $112.04LF Installation =x x 112.04
FactorUnit PriceQuantity Total

1.75 1.1640 55.00
2 coats paint 3 door frames
09 91 23 00 0262 Paint Interior Wood Door, Both Faces, 1 Coat Primer, Brush/Roller Work95 $363.23EA Installation =x x 363.23
FactorUnit PriceQuantity Total

62.41 1.1640 5.00
primer 3 reg doors and 1 pocket door
09 91 23 00 0264 Paint Interior Wood Door, Both Faces, 2 Coats Paint, Brush/Roller Work96 $645.73EA Installation =x x 645.73
FactorUnit PriceQuantity Total
110.95 1.1640 5.00
2 coats paint 3 reg doors and 1 pocket door
09 91 43 00 0054 "Spot" Paint Surfaces, Per Coat97 $183.40SF Installation =x x 183.40
FactorUnit PriceQuantity Total

1.01 1.1640 156.00
spot paint walls where deconstruction area meets existing walls as a repair item post dismantling $85,064.20Subtotal for Section - 09
Section - 10
10 14 23 11 0007 >100 To 250 SI, Adhesive Backed Vinyl, Surface Mount, Indoor/Outdoor Sign98 $263.24EA Installation =x x 208.82
FactorUnit PriceQuantity Total

35.88 1.1640 5.00
Demolition x x = 54.42 9.35 1.1640 5.00
interior restroom signage for both men's and women's restrooms 10 21 13 19 0146 36" x 60", Floor And Ceiling Anchored, Solid Phenolic, One Compartment Corner Unit, Complete Toilet Partition
99 $8,247.64EA
Installation =x x 6,951.50
FactorUnit PriceQuantity Total
1,493.02 1.1640 4.00
Demolition x x = 1,296.14 139.19 1.1640 8.00
demo existing partitions and install per new floor layout 10 21 13 19 0146 0178 For Heavy Gauge Full-Height SS Hinges And Brackets, Add100 $623.70MOD Installation =x x 623.70
FactorUnit PriceQuantity Total
137.39 1.1640 3.90
10 21 13 19 0146 0183 For NFPA Class A, Add101 $1,221.11MOD Installation =x x 1,221.11
FactorUnit PriceQuantity Total
268.99 1.1640 3.90
10 21 13 19 0147 60" x 60", Floor And Ceiling Anchored, Solid Phenolic, One Compartment Corner Unit, Complete ADA Compliant Toilet Partition
102 $8,354.26EA
Installation =x x 8,354.26
FactorUnit PriceQuantity Total
1,794.30 1.1640 4.00
install 2 new ada stalls per new layout

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Work Order Title:

Work Order Number: 094887.00
San Mateo City Hall staff restroom renovations
Section - 10
10 21 13 19 0147 0178 For Heavy Gauge Full-Height SS Hinges And Brackets, Add103 $415.80MOD Installation =x x 415.80
FactorUnit PriceQuantity Total
137.39 1.1640 2.60
10 21 13 19 0147 0183 For NFPA Class A, Add104 $997.26MOD Installation =x x 997.26
FactorUnit PriceQuantity Total
329.52 1.1640 2.60
10 21 13 19 0172 24" x 58" x 3/4", Solid Phenolic, Toilet Partition Door105 $1,622.24EA Installation =x x 1,622.24
FactorUnit PriceQuantity Total
348.42 1.1640 4.00
doors for reg stalls
10 21 13 19 0172 0179 For Heavy Gauge Full-Height SS Hinge, Add106 $278.10MOD Installation =x x 278.10
FactorUnit PriceQuantity Total

61.26 1.1640 3.90
10 21 13 19 0172 0183 For NFPA Class A, Add107 $307.29MOD Installation =x x 307.29
FactorUnit PriceQuantity Total

67.69 1.1640 3.90
10 21 13 19 0176 36" x 58" x 3/4", Solid Phenolic, ADA Compliant Toilet Partition Door108 $1,596.86EA Installation =x x 1,596.86
FactorUnit PriceQuantity Total
457.29 1.1640 3.00
doors for ada stalls
10 21 13 19 0176 0179 For Heavy Gauge Full-Height SS Hinge, Add109 $185.40MOD Installation =x x 185.40
FactorUnit PriceQuantity Total

61.26 1.1640 2.60
10 21 13 19 0176 0183 For NFPA Class A, Add110 $271.95MOD Installation =x x 271.95
FactorUnit PriceQuantity Total

89.86 1.1640 2.60
10 28 13 13 0048 Two Jumbo Roll, Surface Mounted, Stainless Steel Toilet Tissue Dispenser (Bobrick B-2892)
111 $1,741.32EA
Installation =x x 1,561.97
FactorUnit PriceQuantity Total
191.70 1.1640 7.00
Demolition x x = 179.35 19.26 1.1640 8.00
toilet tissue dispensers per floor plans
10 28 13 13 0074 Surface Mounted, Stainless Steel Sanitary Seat-Cover Dispenser (Bobrick Contura B-4221)
112 $1,102.44EA
Installation =x x 923.09
FactorUnit PriceQuantity Total
113.29 1.1640 7.00
Demolition x x = 179.35 19.26 1.1640 8.00
seat cover disp. per floor plans
10 28 13 13 0114 12 Gallon, Semi-Recessed Mounted, Stainless Steel Combination Folded Paper Towel Dispenser/ Waste Receptacle (Bobrick Classic B-3909) 113 $2,640.48EA
Installation =x x 2,490.98
FactorUnit PriceQuantity Total
713.34 1.1640 3.00
Demolition x x = 149.49 42.81 1.1640 3.00
combo waste and towel disp per floor plans
10 28 13 13 0126 Partition Mounted, Stainless Steel Sanitary Napkin Disposal (Bobrick Contura B-4354)
114 $1,423.43EA
Installation =x x 1,423.43
FactorUnit PriceQuantity Total
305.72 1.1640 4.00
sanitary napkin disposal per floor plans

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Work Order Title:

Work Order Number: 094887.00
San Mateo City Hall staff restroom renovations
Section - 10
10 28 13 13 0144 36" Length, 1-1/2" Diameter, Stainless Steel Grab Bar (Bobrick B-6806x36)115 $381.19EA Installation =x x 381.19
FactorUnit PriceQuantity Total

81.87 1.1640 4.00
grab bars in ada stalls
10 28 13 13 0145 42" Length, 1-1/2" Diameter, Stainless Steel Grab Bar (Bobrick B-6806x42)116 $291.93EA Installation =x x 291.93
FactorUnit PriceQuantity Total

83.60 1.1640 3.00
grab bars in ada stalls
10 28 13 13 0221 Recessed Mounted, Automatic Sensor, Stainless Steel Cover Hand/Hair Dryer (World Dryer DXRA)
117 $4,961.61EA
Installation =x x 4,961.61
FactorUnit PriceQuantity Total
1,420.85 1.1640 3.00
1 hand dryer in each restroom per floor plans
10 28 13 13 0283 Double Stainless Steel Robe Hook (Bobrick B-672 or B-6727)118 $338.31EA Installation =x x 338.30
FactorUnit PriceQuantity Total

41.52 1.1640 7.00
robe hooks per new floor plans in men's and women's restroom 10 28 13 13 0329 48" x 36", Surface Mounted, Stainless Steel Channel Frame Glass Mirror (Bobrick B-165 4836)
119 $368.59EA
Installation =x x 293.86
FactorUnit PriceQuantity Total
252.46 1.1640 1.00
Demolition x x = 74.73 21.40 1.1640 3.00
mirror in mens room above sink
10 28 13 13 0330 60" x 36", Surface Mounted, Stainless Steel Channel Frame Glass Mirror (Gamco C-60x36)
120 $404.25EA
Installation =x x 329.52
FactorUnit PriceQuantity Total
283.09 1.1640 1.00
Demolition x x = 74.73 21.40 1.1640 3.00
mirror in women's room above sink
$38,038.40Subtotal for Section - 10
Section - 13
13 48 63 00 0015 4-Bolt Deck Anchor Connection For Seismic BraceIncludes drilling into concrete, bolts, anchor plate, seismic bracket attached with bolt, nut and washer.
121 $7,122.94EA
Installation =x x 7,122.94
FactorUnit PriceQuantity Total
117.68 1.1640 52.00
anchors for bracing at ducts, conduits, pipes, lights
13 48 63 00 0016 2 Cable Seismic Brace With Center Threaded Rod StiffenerIncludes seismic bracket, bolts, and cable for attachment to ceiling anchor. Excludes deck anchors.
122 $6,787.61EA
Installation =x x 6,787.61
FactorUnit PriceQuantity Total
112.14 1.1640 52.00
for bracing at ducts, conduits, pipes, lights
$13,910.55Subtotal for Section - 13
Section - 21

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Work Order Title:

Work Order Number: 094887.00
San Mateo City Hall staff restroom renovations
Section - 21
21 01 10 91 0004 Bleed Existing Lines Of Water123 $696.07LF Installation =x x 696.07
FactorUnit PriceQuantity Total

0.46 1.1640 1,300.00
bleed existing sprinkler pipes
[subject to change when drawings are approved] this line item is an allowance 21 01 10 91 0005 Refill Existing Lines With Water124 $847.39LF Installation =x x 847.39
FactorUnit PriceQuantity Total

0.56 1.1640 1,300.00
refill new sprinkler pipes
[subject to change when drawings are approved] this line item is an allowance 21 01 30 91 0010 Hydrostatic Testing, All Sizes, All AgentsSee CSI section 23 05 93 00-0046 for testing existing piping systems.
125 $109.68EA
Installation =x x 109.68
FactorUnit PriceQuantity Total

36.24 1.1640 2.60
testing of sprinkler pipes
[subject to change when drawings are approved] this line item is an allowance 21 05 23 00 0017 2" Butterfly Valve, Grooved, Wafer Type, With Standard Trim (Nibco WD-3510)
126 $1,747.63EA
Installation =x x 1,676.74
FactorUnit PriceQuantity Total
288.10 1.1640 5.00
Demolition x x = 70.89 12.18 1.1640 5.00
valves for new sprinkler pipes
[subject to change when drawings are approved] this line item is an allowance 21 05 23 00 0031 2" Swing Check Valve, Bronze, Threaded, 150 LB (Nibco T-433-Y)127 $1,592.03EA Installation =x x 1,494.02
FactorUnit PriceQuantity Total
427.84 1.1640 3.00
Demolition x x = 98.01 16.84 1.1640 5.00
check valve for new sprinkler pipes [subject to change when drawings are approved] this line item is an allowance
21 13 13 00 0010 Concealed Piping, Extra Hazard, Complete Wet-Pipe Sprinkler System, Per HeadIncludes branch pipe and fittings, supports and sprinkler heads with flat or conical escutcheon.
128 $5,022.43EA
Installation =x x 5,022.43
FactorUnit PriceQuantity Total
431.48 1.1640 10.00
used for fire sprinkler [subject to change when drawings are approved] this line item is an allowance 21 13 13 00 0010 0005 For >5 To 10, Add129 $1,553.71MOD Installation =x x 1,553.71
FactorUnit PriceQuantity Total
133.48 1.1640 10.00
21 13 13 00 0013 2" Wet-Pipe Alarm Valve130 $6,770.48EA Installation =x x 5,140.92
FactorUnit PriceQuantity Total
1,472.20 1.1640 3.00
Demolition x x = 1,629.55 699.98 1.1640 2.00
used for fire sprinkler [subject to change when drawings are approved] this line item is an allowance $18,339.42Subtotal for Section - 21
Section - 22
22 01 40 81 0025 Toilet Bowl Ring, Flat Wax, ReplacementExcludes removal of toilet.131 $42.53EA Installation =x x 42.53
FactorUnit PriceQuantity Total

6.09 1.1640 6.00
wax rings for

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Work Order Title:

Work Order Number: 094887.00
San Mateo City Hall staff restroom renovations
Section - 22
22 05 76 00 0016 4-1/4" Diameter Wall Cover For Cleanout, Screwed132 $330.52EA Installation =x x 276.57
FactorUnit PriceQuantity Total

79.20 1.1640 3.00
Demolition x x = 53.95 15.45 1.1640 3.00
CAP ALL FIXTURES DURING DEMO TO AVOID OFF GASSING INCLUDING URINALS? 22 05 76 00 0016 0221 For Vandal Proof Screws, Add133 $59.01MOD Installation =x x 59.01
FactorUnit PriceQuantity Total

19.50 1.1640 2.60
22 07 16 00 0002 Neoprene Insulation Kit For Under Lavatories134 $983.86EA Installation =x x 983.86
FactorUnit PriceQuantity Total
211.31 1.1640 4.00
new under counter pipe covers for lavs
22 07 19 00 0029 1/2" Diameter Pipe, 1-1/2" Thick, Fiberglass Insulation With All Service Jacket (ASJ)
135 $2,546.72LF
Installation =x x 1,983.81
FactorUnit PriceQuantity Total

8.74 1.1640 195.00
Demolition x x = 562.91 2.48 1.1640 195.00
water lines insulation
22 07 19 00 0033 1-1/2" Diameter Pipe, 1-1/2" Thick, Fiberglass Insulation With All Service Jacket (ASJ)
136 $763.26LF
Installation =x x 598.02
FactorUnit PriceQuantity Total

9.88 1.1640 52.00
Demolition x x = 165.24 2.73 1.1640 52.00
insulation for plumbing pipes
22 07 19 00 0034 2" Diameter Pipe, 1-1/2" Thick, Fiberglass Insulation With All Service Jacket (ASJ)
137 $513.57LF
Installation =x x 403.33
FactorUnit PriceQuantity Total

10.50 1.1640 33.00
Demolition x x = 110.24 2.87 1.1640 33.00
insulation for plumbing pipes
22 11 16 00 0350 1/2" Hard Drawn Type L Copper Tube/Pipe138 $1,566.16LF Installation =x x 1,055.46
FactorUnit PriceQuantity Total

4.65 1.1640 195.00
Demolition x x = 510.71 2.25 1.1640 195.00
new water pipes both hot and cold in mens and womens restrooms 22 11 16 00 0350 0129 For Work In Restricted Working Space, Add139 $231.52MOD Installation =x x 231.52
FactorUnit PriceQuantity Total

1.02 1.1640 195.00
22 11 16 00 0354 1-1/2" Hard Drawn Type L Copper Tube/Pipe140 $995.08LF Installation =x x 724.52
FactorUnit PriceQuantity Total

11.97 1.1640 52.00
Demolition x x = 270.56 4.47 1.1640 52.00
new water pipes both hot and cold in mens and womens restrooms 22 11 16 00 0354 0129 For Work In Restricted Working Space, Add141 $121.66MOD Installation =x x 121.66
FactorUnit PriceQuantity Total

2.01 1.1640 52.00
22 11 16 00 0355 2" Hard Drawn Type L Copper Tube/Pipe142 $836.42LF Installation =x x 627.98
FactorUnit PriceQuantity Total

16.60 1.1640 32.50
Demolition x x = 208.44 5.51 1.1640 32.50
new water pipes both hot and cold in mens and womens restrooms

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Work Order Title:

Work Order Number: 094887.00
San Mateo City Hall staff restroom renovations
Section - 22
22 11 16 00 0355 0129 For Work In Restricted Working Space, Add143 $93.82MOD Installation =x x 93.82
FactorUnit PriceQuantity Total

2.48 1.1640 32.50
22 11 16 00 0417 1/2" 90 Degree Copper Elbow144 $1,204.27EA Installation =x x 730.53
FactorUnit PriceQuantity Total

31.38 1.1640 20.00
Demolition x x = 473.75 20.35 1.1640 20.00
fittings for new water pipes both hot and cold in mens and womens restrooms 22 11 16 00 0417 0129 For Work In Restricted Working Space, Add145 $207.91MOD Installation =x x 207.91
FactorUnit PriceQuantity Total

9.16 1.1640 19.50
22 11 16 00 0481 1-1/2" Reducing Copper Tee146 $1,426.13EA Installation =x x 948.99
FactorUnit PriceQuantity Total
101.91 1.1640 8.00
Demolition x x = 477.15 51.24 1.1640 8.00
fittings for new water pipes both hot and cold in mens and womens restrooms 22 11 16 00 0481 0129 For Work In Restricted Working Space, Add147 $209.09MOD Installation =x x 209.09
FactorUnit PriceQuantity Total

23.03 1.1640 7.80
22 11 16 00 0482 2" Reducing Copper Tee148 $1,673.46EA Installation =x x 1,139.42
FactorUnit PriceQuantity Total
122.36 1.1640 8.00
Demolition x x = 534.04 57.35 1.1640 8.00
fittings for new water pipes both hot and cold in mens and womens restrooms 22 11 16 00 0482 0129 For Work In Restricted Working Space, Add149 $234.33MOD Installation =x x 234.33
FactorUnit PriceQuantity Total

25.81 1.1640 7.80
22 11 16 00 0507 1-1/2" Reducing Copper Coupling150 $872.44EA Installation =x x 553.78
FactorUnit PriceQuantity Total

59.47 1.1640 8.00
Demolition x x = 318.66 34.22 1.1640 8.00
fittings for new water pipes both hot and cold in mens and womens restrooms 22 11 16 00 0507 0129 For Work In Restricted Working Space, Add151 $139.82MOD Installation =x x 139.82
FactorUnit PriceQuantity Total

15.40 1.1640 7.80
22 11 16 00 0508 2" Reducing Copper Coupling152 $999.83EA Installation =x x 646.72
FactorUnit PriceQuantity Total

69.45 1.1640 8.00
Demolition x x = 353.11 37.92 1.1640 8.00
fittings for new water pipes both hot and cold in mens and womens restrooms 22 11 16 00 0508 0129 For Work In Restricted Working Space, Add153 $154.98MOD Installation =x x 154.98
FactorUnit PriceQuantity Total

17.07 1.1640 7.80
22 11 16 00 0522 1-1/2" Male Copper Adapter154 $862.15EA Installation =x x 534.83
FactorUnit PriceQuantity Total

65.64 1.1640 7.00
Demolition x x = 327.32 35.15 1.1640 8.00
fittings for new water pipes both hot and cold in mens and womens restrooms

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Work Order Title:

Work Order Number: 094887.00
San Mateo City Hall staff restroom renovations
Section - 22
22 11 16 00 0522 0129 For Work In Restricted Working Space, Add155 $119.69MOD Installation =x x 119.69
FactorUnit PriceQuantity Total

15.82 1.1640 6.50
22 11 16 00 0523 2" Male Copper Adapter156 $1,146.18EA Installation =x x 728.35
FactorUnit PriceQuantity Total

89.39 1.1640 7.00
Demolition x x = 417.83 44.87 1.1640 8.00
fittings for new water pipes both hot and cold in mens and womens restrooms 22 11 16 00 0534 1-1/2" Female Copper Adapter157 $629.08EA Installation =x x 424.51
FactorUnit PriceQuantity Total

72.94 1.1640 5.00
Demolition x x = 204.57 35.15 1.1640 5.00
fittings for new water pipes both hot and cold in mens and womens restrooms 22 11 16 00 0535 2" Female Copper Adapter158 $1,191.56EA Installation =x x 773.73
FactorUnit PriceQuantity Total

94.96 1.1640 7.00
Demolition x x = 417.83 44.87 1.1640 8.00
fittings for new water pipes both hot and cold in mens and womens restrooms 22 11 16 00 0734 Up To 1/2", Cut And Prepare Existing In Place Copper Pipe159 $172.27EA Installation =x x 172.27
FactorUnit PriceQuantity Total

9.25 1.1640 16.00
cut and prep existing water pipes for new work
22 11 16 00 0738 1-1/2", Cut And Prepare Existing In Place Copper Pipe160 $72.63EA Installation =x x 72.63
FactorUnit PriceQuantity Total

12.48 1.1640 5.00
cut and prep existing water pipes for new work
22 11 16 00 0739 2", Cut And Prepare Existing In Place Copper Pipe161 $79.97EA Installation =x x 79.97
FactorUnit PriceQuantity Total

13.74 1.1640 5.00
cut and prep existing water pipes for new work
22 11 16 00 0871 3/4" Brass Push-Fit Ball Valve(Sharkbite)162 $271.44EA Installation =x x 197.82
FactorUnit PriceQuantity Total

33.99 1.1640 5.00
Demolition x x = 73.62 12.65 1.1640 5.00
shut offs for new water pipe work
22 11 19 00 0040 1/2" Inlet/Outlet, Flow Through Automatic Trap Primer (JR Smith 2699)163 $250.53EA Installation =x x 234.38
FactorUnit PriceQuantity Total
201.36 1.1640 1.00
Demolition x x = 16.14 13.87 1.1640 1.00
trap primer per plumbing layout
22 11 19 00 0047 Two Outlet Manifold164 $436.22EA
Installation =x x 378.28
FactorUnit PriceQuantity Total
162.49 1.1640 2.00
Demolition x x = 57.94 24.89 1.1640 2.00
water outlet manifold for fixtures in men and women's
22 11 19 00 0048 Four Outlet Manifold165 $948.08EA Installation =x x 849.22
FactorUnit PriceQuantity Total
243.19 1.1640 3.00
Demolition x x = 98.86 28.31 1.1640 3.00
water outlet manifold for fixtures in men and women's

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Work Order Title:

Work Order Number: 094887.00
San Mateo City Hall staff restroom renovations
Section - 22
22 13 13 00 0005 Tank Type Floor Mounted Water Closet, Single Fixture Rough-In, Cast Iron Waste And Vent PipeIncludes cast iron waste and vent pipe and copper domestic supply. Excludes fixture.
166 $5,925.06EA
Installation =x x 5,925.06
FactorUnit PriceQuantity Total
727.18 1.1640 7.00
rough ins for new water closets in men and women's restrooms 22 13 13 00 0006 Wall Mounted Urinal, Single Fixture Rough-In, Cast Iron Waste And Vent PipeIncludes cast iron waste and vent pipe and copper domestic supply.

Excludes fixture, carrier and flush valve.
167 $709.74EA
Installation =x x 709.74
FactorUnit PriceQuantity Total
469.03 1.1640 1.30
rough ins for urinal in mens restroom
22 13 13 00 0007 Wall Mounted Lavatory, Single Fixture Rough-In, Cast Iron Waste And Vent PipeIncludes cast iron waste and vent pipe and copper domestic supply.

Excludes fixture, carrier and faucet.
168 $2,573.09EA
Installation =x x 2,573.09
FactorUnit PriceQuantity Total
552.64 1.1640 4.00
rough ins for lavs in men and women's restrooms
22 13 16 00 0271 2" No Hub Cast Iron Pipe169 $1,930.99LF Installation =x x 1,354.77
FactorUnit PriceQuantity Total

12.79 1.1640 91.00
Demolition x x = 576.23 5.44 1.1640 91.00
waste and vent pipe for mens and women's restrooms
22 13 16 00 0271 0119 For Below Ground Installation, Add170 $43.43MOD Installation =x x 43.43
FactorUnit PriceQuantity Total

0.41 1.1640 91.00
22 13 16 00 0271 2" No Hub Cast Iron Pipe171 $2,758.56LF Installation =x x 1,935.38
FactorUnit PriceQuantity Total

12.79 1.1640 130.00
Demolition x x = 823.18 5.44 1.1640 130.00
used for sprinklers [subject to change when drawings are approved] this line item is an allowance 22 13 16 00 0273 4" No Hub Cast Iron Pipe172 $4,114.69LF Installation =x x 2,866.61
FactorUnit PriceQuantity Total

23.68 1.1640 104.00
Demolition x x = 1,248.09 10.31 1.1640 104.00
waste pipe for mens and womens restrooms
22 13 16 00 0281 2" No Hub Cast Iron Long Sweep173 $832.61EA Installation =x x 551.15
FactorUnit PriceQuantity Total

47.35 1.1640 10.00
Demolition x x = 281.46 24.18 1.1640 10.00
fittings for waste pipe for mens and womens restrooms
22 13 16 00 0281 0119 For Below Ground Installation, Add174 $21.91MOD Installation =x x 21.91
FactorUnit PriceQuantity Total

1.81 1.1640 10.40
22 13 16 00 0283 4" No Hub Cast Iron Long Sweep175 $915.18EA Installation =x x 616.89
FactorUnit PriceQuantity Total

75.71 1.1640 7.00
Demolition x x = 298.30 36.61 1.1640 7.00
fittings for waste pipe for mens and womens restrooms

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Work Order Title:

Work Order Number: 094887.00
San Mateo City Hall staff restroom renovations
Section - 22
22 13 16 00 0283 0119 For Below Ground Installation, Add176 $20.81MOD Installation =x x 20.81
FactorUnit PriceQuantity Total

2.75 1.1640 6.50
22 13 16 00 0316 2" No Hub Cast Iron Wye177 $1,084.25EA Installation =x x 681.91
FactorUnit PriceQuantity Total

83.69 1.1640 7.00
Demolition x x = 402.35 49.38 1.1640 7.00
fittings for waste pipe for mens and womens restrooms
22 13 16 00 0316 0119 For Below Ground Installation, Add178 $27.99MOD Installation =x x 27.99
FactorUnit PriceQuantity Total

3.70 1.1640 6.50
22 13 16 00 0326 4" x 2" No Hub Cast Iron Reducing Wye179 $1,893.94EA Installation =x x 1,198.22
FactorUnit PriceQuantity Total
102.94 1.1640 10.00
Demolition x x = 695.72 59.77 1.1640 10.00
fittings for waste pipe for mens and womens restrooms
22 13 16 00 0326 0119 For Below Ground Installation, Add180 $54.23MOD Installation =x x 54.23
FactorUnit PriceQuantity Total

4.48 1.1640 10.40
22 13 16 00 0376 2" No Hub Cast Iron Sanitary Tee181 $1,709.97EA Installation =x x 1,077.71
FactorUnit PriceQuantity Total

84.17 1.1640 11.00
Demolition x x = 632.26 49.38 1.1640 11.00
fittings for waste pipe for mens and womens restrooms
22 13 16 00 0407 2" No Hub Cast Iron Cleanout Plug182 $223.42EA Installation =x x 138.98
FactorUnit PriceQuantity Total

39.80 1.1640 3.00
Demolition x x = 84.44 24.18 1.1640 3.00
fittings for waste pipe for mens and womens restrooms
22 13 16 00 0455 2" No Hub Cast Iron Deep Seal P-Trap183 $945.91EA Installation =x x 659.66
FactorUnit PriceQuantity Total

70.84 1.1640 8.00
Demolition x x = 286.25 30.74 1.1640 8.00
fittings for waste pipe for mens and womens restrooms
22 13 16 00 0468 2" No Hub Coupling184 $65.30EA
Installation =x x 65.30
FactorUnit PriceQuantity Total

5.61 1.1640 10.00
fittings for waste pipe for mens and womens restrooms
22 13 16 00 0468 0118 For Heavy Duty (Fernco HD-4000), Add185 $17.58MOD Installation =x x 17.58
FactorUnit PriceQuantity Total

1.51 1.1640 10.00
22 13 16 00 0470 4" No Hub Coupling186 $91.96EA
Installation =x x 91.96
FactorUnit PriceQuantity Total

7.90 1.1640 10.00
fittings for waste pipe for mens and womens restrooms
22 13 16 00 0470 0118 For Heavy Duty (Fernco HD-4000), Add187 $25.78MOD Installation =x x 25.78
FactorUnit PriceQuantity Total

2.13 1.1640 10.40

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Work Order Title:

Work Order Number: 094887.00
San Mateo City Hall staff restroom renovations
Section - 22
22 13 16 00 0490 Cut And Prepare 2" Cast Iron Pipe, No Hub188 $59.19EA Installation =x x 59.19
FactorUnit PriceQuantity Total

10.17 1.1640 5.00
Cut And Prepare existing pipes for new work in men and women's restrooms 22 13 16 00 0492 Cut And Prepare 4" Cast Iron Pipe, No Hub189 $113.01EA Installation =x x 113.01
FactorUnit PriceQuantity Total

13.87 1.1640 7.00
Cut And Prepare existing pipes for new work in men and women's restrooms 22 42 13 13 0005 Flush Valve Type, Siphon Jet, Floor Mounted, Wall Outlet, Elongated Vitreous China Water Closet (American Standard Priolo®)
190 $6,267.85EA
Installation =x x 5,443.27
FactorUnit PriceQuantity Total
668.05 1.1640 7.00
Demolition x x = 824.58 88.55 1.1640 8.00
water closets for men's and women's restrooms per floor plans 22 42 13 13 0066 Vertical On Stack, Floor Mount Polyvinyl Chloride (PVC) Adaptor Type, Single Water Closet Carrier
191 $4,350.97EA
Installation =x x 3,932.31
FactorUnit PriceQuantity Total
482.61 1.1640 7.00
Demolition x x = 418.67 44.96 1.1640 8.00
carrier for water closets in men's and women's restrooms 22 42 13 16 0004 Washout, Wall Hung, Vitreous China Urinal With Top Spud (American Standard Washbrook®)
192 $937.95EA
Installation =x x 725.85
FactorUnit PriceQuantity Total
623.58 1.1640 1.00
Demolition x x = 212.10 91.11 1.1640 2.00
urinal per floor plans in men's restroom
22 42 13 16 0035 Wall Mounted Hanger Plate Type, Single Urinal Carrier193 $271.29EA Installation =x x 195.96
FactorUnit PriceQuantity Total
168.35 1.1640 1.00
Demolition x x = 75.33 32.36 1.1640 2.00
carrier for urinal
22 42 13 16 0035 0301 For Up To 6-1/2" Extension Sleeves And Hardware, Add194 $24.56MOD Installation =x x 24.56
FactorUnit PriceQuantity Total

16.23 1.1640 1.30
22 42 16 13 0004 20" x 18" Porcelain Enameled Cast Iron Wall Hung Lavatory (American Standard Regalyn™)
195 $531.25EA
Installation =x x 0.00
FactorUnit PriceQuantity Total
513.64 1.1640 0.00
Demolition x x = 531.25 57.05 1.1640 8.00
demolition of existing wall hung lavs per demolition floor plan 22 42 16 13 0071 1 Station Lavatory Sink, Quartz Surface Evero® (Bradley Verge LVRD1)196 $2,329.76EA Installation =x x 2,329.76
FactorUnit PriceQuantity Total
2,001.51 1.1640 1.00
new lav in men's restroom
22 42 16 13 0072 2 Station Lavatory Sink, Quartz Surface Evero® (Bradley Verge LVRD2)197 $4,553.82EA Installation =x x 4,553.82
FactorUnit PriceQuantity Total
3,912.22 1.1640 1.00
new lav in women's restroom

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Work Order Title:

Work Order Number: 094887.00
San Mateo City Hall staff restroom renovations
Section - 22
22 42 16 13 0097 Wall Mounted Adjustable Plate Type, Single Lavatory Carrier With Exposed Acid Resistant White Coated Arms
198 $2,436.67EA
Installation =x x 2,079.93
FactorUnit PriceQuantity Total
446.72 1.1640 4.00
Demolition x x = 356.74 38.31 1.1640 8.00
carrier for lavs in men's and women's restrooms
22 42 16 13 0097 0299 For Up To 4-1/2" Extension Sleeves And Hardware, Add199 $73.68MOD Installation =x x 73.68
FactorUnit PriceQuantity Total

16.23 1.1640 3.90
22 42 16 13 0097 0311 For Vandal Proof Trim, Add200 $200.11MOD Installation =x x 200.11
FactorUnit PriceQuantity Total

44.08 1.1640 3.90
22 42 39 00 0153 Thermostatic Mixing Valve Kit For The SEF-1800 (Speakman SEF-TW)201 $5,245.68EA Installation =x x 5,047.43
FactorUnit PriceQuantity Total
1,084.07 1.1640 4.00
Demolition x x = 198.25 21.29 1.1640 8.00
mixing valves in men's and women's restrooms for lavs
22 42 39 00 0176 Electronic Soap Dispenser And Faucet Combination (Sloan Optima ESD-35187)
202 $5,265.94EA
Installation =x x 5,265.94
FactorUnit PriceQuantity Total
1,131.00 1.1640 4.00
soap dispensers per plumbing schedule for lavs in men's and women's restrooms 22 42 43 00 0007 Exposed Infrared Water Closet Flush Valve (Sloan Royal 115-1.6 ES-S)203 $4,903.47EA Installation =x x 4,903.47
FactorUnit PriceQuantity Total
601.80 1.1640 7.00
flush valve per plumbing schedule for water closets in men's and women's lavs 22 42 43 00 0038 Exposed Infrared Urinal Flush Valve (Sloan Royal 186-ES-S)1.0 or 1.5 GPF.204 $589.38EA Installation =x x 589.38
FactorUnit PriceQuantity Total
506.34 1.1640 1.00
flush valve for ueinal in men's restroom per plumbing schedule 22 42 43 00 0053 6 Volt DC, 120 Volt AC Plug In Style Power Transformer (Zurn P6000-PC6)205 $318.59EA Installation =x x 318.59
FactorUnit PriceQuantity Total

39.10 1.1640 7.00
transformer for auto valves water closets in men and women's restrooms $86,845.76Subtotal for Section - 22
Section - 23
23 01 20 91 0002 Up To 1", Lock Out/Tag Out Valve206 $134.62EA Installation =x x 134.62
FactorUnit PriceQuantity Total

23.13 1.1640 5.00
water shut off safety
23 01 20 91 0003 >1" To 3", Lock Out/Tag Out Valve207 $161.51EA Installation =x x 161.51
FactorUnit PriceQuantity Total

27.75 1.1640 5.00
water shut off safety
23 01 20 91 0016 >1" To 2", Water/Chlorine Pipe Disinfection/Flush/Testing208 $4,743.88LF Installation =x x 4,743.88
FactorUnit PriceQuantity Total

2.09 1.1640 1,950.00
for existing hot and cold water lines

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Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 094887.00
San Mateo City Hall staff restroom renovations
Section - 23
23 01 20 91 0024 Shut Down Existing Interior Piping SystemIncludes lock out/tag out and average line tracing. Use when valves are greater than 25' from work. When the shut-off valves for multiple lines are located with a 10' radius, the quantity used shall be one.
209 $869.79EA
Installation =x x 869.79
FactorUnit PriceQuantity Total
186.81 1.1640 4.00
for existing hot and cold water lines isolation during construction 23 05 93 00 0010 Balancing Constant Volume Air Handling Unit210 $793.28EA Installation =x x 793.28
FactorUnit PriceQuantity Total
681.51 1.1640 1.00
air balancing since tie-ins into existing system
23 05 93 00 0012 Balancing Rooftop Heat And Cool Unit211 $396.63EA Installation =x x 396.63
FactorUnit PriceQuantity Total
340.75 1.1640 1.00
air balancing since tying into existing system
23 05 93 00 0015 Balancing HVAC Duct System, Ceiling Height To 12' Supply, Return, Exhaust, Register And Diffuser
212 $788.38EA
Installation =x x 788.38
FactorUnit PriceQuantity Total

67.73 1.1640 10.00
air balancing since tying into existing system
23 05 93 00 0026 Balance Dampers213 $292.75EA
Installation =x x 292.75
FactorUnit PriceQuantity Total

25.15 1.1640 10.00
air balancing since tying into existing system
23 07 13 00 0028 1" Thick, Sheet Flexible Elastomeric Insulation214 $6,868.41SF Installation =x x 5,719.90
FactorUnit PriceQuantity Total

12.60 1.1640 390.00
Demolition x x = 1,148.52 2.53 1.1640 390.00
duct insulation per mechanical notes
23 09 23 00 0246 Lighting Control Program215 $4,234.41EA Installation =x x 4,234.41
FactorUnit PriceQuantity Total
3,637.81 1.1640 1.00
lighting dimming control
23 31 13 13 0004 3" WG (Class B), Rectangular Or Square, Fabricated Galvanized Steel Sheet Metal Ductwork
216 $9,814.62LB
Installation =x x 7,608.37
FactorUnit PriceQuantity Total

8.38 1.1640 780.00
Demolition x x = 2,206.25 2.43 1.1640 780.00
new duct work utr and square ducts
23 31 13 13 0004 0077 For >500 To 1,000, Add217 $1,098.58MOD Installation =x x 1,098.58
FactorUnit PriceQuantity Total

1.21 1.1640 780.00
23 31 13 13 0004 0081 For Work In Restricted Working Space, Add218 $2,124.53MOD Installation =x x 2,124.53
FactorUnit PriceQuantity Total

2.34 1.1640 780.00
23 31 13 16 0067 8" Diameter, 26 Gauge, 2" WG And Less (Class C), Galvanized Sheet Metal Round Connector
219 $814.87EA
Installation =x x 814.87
FactorUnit PriceQuantity Total

20.59 1.1640 34.00
duct fittings

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Work Order Title:

Work Order Number: 094887.00
San Mateo City Hall staff restroom renovations
Section - 23
23 31 13 16 0067 0096 For Work In Restricted Working Space, Add220 $219.65MOD Installation =x x 219.65
FactorUnit PriceQuantity Total

5.55 1.1640 34.00
23 31 13 16 0090 8" Diameter, 26 Gauge, 2" WG And Less (Class C), Slip Joint, Galvanized, Spiral Duct 90 Degree Elbow
221 $2,187.76EA
Installation =x x 2,187.76
FactorUnit PriceQuantity Total
110.56 1.1640 17.00
duct fittings
23 31 13 16 0090 0096 For Work In Restricted Working Space, Add222 $519.63MOD Installation =x x 519.63
FactorUnit PriceQuantity Total

26.26 1.1640 17.00
23 31 13 19 0004 10" x 2-1/4" x 5" Register Boot, 90 Degree, Galvanized Steel223 $451.28EA Installation =x x 319.98
FactorUnit PriceQuantity Total

27.49 1.1640 10.00
Demolition x x = 131.30 11.28 1.1640 10.00
duct fittings
23 33 23 00 0009 20" High Duct Turning Vanes, Sets224 $660.78LF Installation =x x 660.78
FactorUnit PriceQuantity Total

36.39 1.1640 15.60
turning vanes for rectangular ducts per mechanical general notes 23 33 23 00 0009 0130 For Stainless Steel, Add225 $731.24MOD Installation =x x 731.24
FactorUnit PriceQuantity Total

40.27 1.1640 15.60
23 37 13 00 0083 24" x 24" Single Deflection Return/Exhaust Register, Aluminum, Opposed Blade Damper, Wall/Ceiling
226 $302.58EA
Installation =x x 278.42
FactorUnit PriceQuantity Total
239.19 1.1640 1.00
Demolition x x = 24.16 20.76 1.1640 1.00
new register per mechanical plans
23 37 13 00 0083 0137 For Cube Core Lay In, Add227 $36.77MOD Installation =x x 36.77
FactorUnit PriceQuantity Total

31.59 1.1640 1.00
23 37 13 00 0184 12" x 12" Adjustable Shutter Blade Register, Double Deflection, Flat Aluminum Frame
228 $2,012.54EA
Installation =x x 1,889.66
FactorUnit PriceQuantity Total
180.38 1.1640 9.00
Demolition x x = 122.88 11.73 1.1640 9.00
new ceiling regs per mechanical plans
23 37 13 00 0285 Up To 4 SF, 304 Stainless Steel, Perforated Supply Grille229 $1,739.96SF Installation =x x 1,592.35
FactorUnit PriceQuantity Total
152.00 1.1640 9.00
Demolition x x = 147.61 14.09 1.1640 9.00
grills for registers per mechanical plans
$41,998.45Subtotal for Section - 23
Section - 26
26 01 20 91 0002 Lock Out/Tag Out Local Disconnect230 $179.83EA Installation =x x 179.83
FactorUnit PriceQuantity Total

22.07 1.1640 7.00
electrical safety

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Work Order Title:

Work Order Number: 094887.00
San Mateo City Hall staff restroom renovations
Section - 26
26 05 19 13 0016 Box, Wall, Flush With Cover231 $1,341.98EA Installation =x x 1,154.34
FactorUnit PriceQuantity Total

99.17 1.1640 10.00
Demolition x x = 187.64 16.12 1.1640 10.00
jbox and connections for new power at lights and equipment 26 05 29 00 0006 >1' To 2' Length x 1-5/8" Wide x 1-5/8" High, 14 Gauge, Steel Unistrut Channel232 $524.48EA Installation =x x 524.48
FactorUnit PriceQuantity Total

17.33 1.1640 26.00
struts for hanging from seismic bracing for hangers
26 05 29 00 0084 1/2" Diameter, Steel, Standard Pipe And Rigid Conduit Clamp For Unistrut Channel
233 $54.93EA
Installation =x x 54.93
FactorUnit PriceQuantity Total

3.63 1.1640 13.00
clamps for pies to struts for hanging from seismic bracing for hangers 26 05 29 00 0089 2" Diameter, Steel, Standard Pipe And Rigid Conduit Clamp For Unistrut Channel
234 $38.96EA
Installation =x x 38.96
FactorUnit PriceQuantity Total

5.15 1.1640 6.50
clamps for pies to struts for hanging from seismic bracing for hangers 26 05 33 13 0010 3/4" Electrical Metallic Tubing (EMT) Conduit Assembly With 3 #12 Copper THHN And 1 #12 Copper Insulated Grounding ConductorIncludes conduit, set screw connectors, set screw couplings, straps, wire as indicated. Not for use where detail is available.
235 $4,554.67CLF
Installation =x x 3,513.92
FactorUnit PriceQuantity Total
774.06 1.1640 3.90
Demolition x x = 1,040.75 229.26 1.1640 3.90
new power for fixtures and power
26 05 33 13 0010 0011 For Work In Restricted Working Space, Add236 $892.03MOD Installation =x x 892.03
FactorUnit PriceQuantity Total
196.50 1.1640 3.90
26 05 33 13 0601 3/4" Electrical Metallic Tubing (EMT) Conduit237 $1,793.14LF Installation =x x 1,793.14
FactorUnit PriceQuantity Total

4.74 1.1640 325.00
conduit for fire alarm [ subject to change when drawings are approved] line item is an allowance 26 05 33 13 0601 0025 For Work In Restricted Working Space, Add238 $457.74MOD Installation =x x 457.74
FactorUnit PriceQuantity Total

1.21 1.1640 325.00
26 05 33 13 0612 3/4" Electrical Metallic Tubing (EMT) 90 Degree Elbow239 $164.79EA Installation =x x 164.79
FactorUnit PriceQuantity Total

10.89 1.1640 13.00
conduit fittings for fire alarm [ subject to change when drawings are approved] line item is an allowance 26 05 33 13 0645 3/4" Electrical Metallic Tubing (EMT) Compression Coupling240 $183.70EA Installation =x x 183.70
FactorUnit PriceQuantity Total

6.07 1.1640 26.00
conduit fittings for fire alarm [ subject to change when drawings are approved] line item is an allowance 26 05 33 13 0656 3/4" Electrical Metallic Tubing (EMT) Straight Box Connector With Set Screw241 $76.11EA Installation =x x 76.11
FactorUnit PriceQuantity Total

5.03 1.1640 13.00
conduit fittings for fire alarm [ subject to change when drawings are approved] line item is an allowance

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Work Order Title:

Work Order Number: 094887.00
San Mateo City Hall staff restroom renovations
Section - 26
26 05 33 13 0719 3/4" Electrical Metallic Tubing (EMT) Pulling Elbow With Set Screws242 $295.07EA Installation =x x 295.07
FactorUnit PriceQuantity Total

19.50 1.1640 13.00
conduit fittings for fire alarm [ subject to change when drawings are approved] line item is an allowance 26 05 33 16 0038 3-1/4" Depth, 4-11/16" Square Steel Box243 $260.56EA Installation =x x 260.56
FactorUnit PriceQuantity Total

44.77 1.1640 5.00
j box for electrical power in men and women's restrooms 26 05 33 23 0369 #AL3346G GFCI/Surge Receptacle Cover244 $98.47EA Installation =x x 84.39
FactorUnit PriceQuantity Total

14.50 1.1640 5.00
Demolition x x = 14.08 2.42 1.1640 5.00
power outlet covers
26 09 23 00 0138 2,000 Watt Dimming Capacity, 120/277 Volt, Dimming Module System (Lutron Grafik Eye Hi-Power HP-2)
245 $2,342.13EA
Installation =x x 2,342.13
FactorUnit PriceQuantity Total
1,006.07 1.1640 2.00
dimming for both restrooms
26 09 23 00 0146 4 Relays, Surface Mount, Lighting Control Panel (Watt Stopper LP8S-4)246 $2,919.73EA Installation =x x 2,919.73
FactorUnit PriceQuantity Total
1,254.18 1.1640 2.00
control for lighting men and womens restrooms
26 09 23 00 0658 Wireless, Dual Technology, Ceiling Mount, 500 SF Coverage, 180 Degree View Occupancy Sensor With Relay (Lutron® LOS-CDT-500R-WH) 247 $414.03EA
Installation =x x 367.80
FactorUnit PriceQuantity Total
157.99 1.1640 2.00
Demolition x x = 46.23 19.86 1.1640 2.00
control for lighting men and womens restrooms
26 09 23 00 0787 600 Watt, 120 Volt, RF Wireless Technology, Electronic Low-Voltage Dimmer (Lutron® Maestro Wireless® MRF2-6ELV-120)
248 $883.07EA
Installation =x x 780.35
FactorUnit PriceQuantity Total
134.08 1.1640 5.00
Demolition x x = 102.72 17.65 1.1640 5.00
dimmers per electrical floor plan
26 27 26 00 0128 20 Amp, 125 Volt Duplex Ground Fault Circuit Interrupter (GFCI), Specification Grade Tamper Resistant ReceptaclePass & Seymour 2095-TRS. 249 $337.62EA
Installation =x x 286.29
FactorUnit PriceQuantity Total

49.19 1.1640 5.00
Demolition x x = 51.33 8.82 1.1640 5.00
gfci for both restrooms per electrical floor plans
26 51 13 00 0421 2' x 4', 4,600 Lumens, Surface Mount, Shadow Box Style LED Fixture (Lithonia 2SBSLX4)
250 $349.67EA
Installation =x x 0.00
FactorUnit PriceQuantity Total
586.96 1.1640 0.00
Demolition x x = 349.67 37.55 1.1640 8.00
demo existing lighting both restrooms
26 51 13 00 0430 4' Length, 4,000 Lumens, Wall Bracket And Surface Mount LED Fixture (Lithonia WL4 Series)
251 $802.09EA
Installation =x x 802.09
FactorUnit PriceQuantity Total
344.54 1.1640 2.00
install new vanity lights

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Work Order Title:

Work Order Number: 094887.00
San Mateo City Hall staff restroom renovations
Section - 26
26 51 13 00 0816 6" Round, Compact Fluorescent, T Or ICT Recessed Fixture Housing252 $1,712.06EA Installation =x x 1,712.06
FactorUnit PriceQuantity Total
105.06 1.1640 14.00
install new down lights both restrooms
26 51 13 00 0816 0190 For ICAT Housing, Add253 $137.54MOD Installation =x x 137.54
FactorUnit PriceQuantity Total

8.44 1.1640 14.00
26 51 13 00 0845 Specular Reflector, Recessed Fixture Trim254 $940.44EA Installation =x x 940.44
FactorUnit PriceQuantity Total

57.71 1.1640 14.00
for new down lights in both restrooms
$21,754.84Subtotal for Section - 26
Section - 27
27 14 13 16 0010 8 Pair #12 AWG, Solid, Shielded, Non-Plenum Rated, Low Voltage, Alarm And Communications Cable, Installed In Conduit
255 $6,555.95MLF
Installation =x x 5,250.22
FactorUnit PriceQuantity Total
4,510.50 1.1640 1.00
Demolition x x = 1,305.73 1,121.76 1.1640 1.00
fire alarm wiring [ subject to change when drawings are approved] this line item is an allowance 27 14 13 16 0010 0030 For Work In Restricted Working Space, Add256 $652.75MOD Installation =x x 652.75
FactorUnit PriceQuantity Total
560.78 1.1640 1.00
27 14 43 00 0056 Cat 6, Snap-In Modular Jack257 $213.42EA Installation =x x 162.03
FactorUnit PriceQuantity Total

27.84 1.1640 5.00
Demolition x x = 51.39 8.83 1.1640 5.00
fire alarm wiring [ subject to change when drawings are approved] this line item is an allowance 27 14 43 00 0076 Label Both Ends Of One 4 Pair Cable258 $403.91EA Installation =x x 403.91
FactorUnit PriceQuantity Total

17.35 1.1640 20.00
fire alarm wiring [ subject to change when drawings are approved] this line item is an allowance 27 14 43 00 0077 Label single gang face plate (2 labels required)259 $80.78EA Installation =x x 80.78
FactorUnit PriceQuantity Total

13.88 1.1640 5.00
fire alarm wiring [ subject to change when drawings are approved] this line item is an allowance 27 16 19 00 0045 10' Category 6 Patch Cables With Boots260 $107.09EA Installation =x x 107.09
FactorUnit PriceQuantity Total

18.40 1.1640 5.00
fire alarm wiring [ subject to change when drawings are approved] this line item is an allowance 27 32 19 00 0028 Level 5, RJ-45 Jack, Wall Mount - Complete261 $325.69EA Installation =x x 325.69
FactorUnit PriceQuantity Total

55.96 1.1640 5.00
fire alarm wiring [ subject to change when drawings are approved] this line item is an allowance 27 32 19 00 0043 Terminating Boxes, Outside With 3 Element Protectors, Per Pair262 $177.10EA Installation =x x 177.10
FactorUnit PriceQuantity Total

30.43 1.1640 5.00
fire alarm wiring [ subject to change when drawings are approved] this line item is an allowance

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Work Order Title:

Work Order Number: 094887.00
San Mateo City Hall staff restroom renovations
$8,516.69Subtotal for Section - 27
Section - 28
28 46 21 33 0405 4100U Master Controller Assembly With LCD And Operator Interface, 9 Amp System Power Supply/Battery Charger (SPS), 250 Point IDNet Interface, 3 NACS, Auxiliary Relay And External RUI Communications Interface, 120 VAC Input (Simplex 4100-9111)
263 $5,418.12EA
Installation =x x 4,905.10
FactorUnit PriceQuantity Total
4,214.00 1.1640 1.00
Demolition x x = 513.02 440.74 1.1640 1.00
fire alarm wiring [ subject to change when drawings are approved] this line item is an allowance 28 46 21 33 0414 2 Bay Backbox With Glass Door And Dress Panel (Simplex 2975-9425)24" x 40" beige backbox.
264 $1,630.22EA
Installation =x x 1,527.61
FactorUnit PriceQuantity Total
1,312.38 1.1640 1.00
Demolition x x = 102.61 88.15 1.1640 1.00
fire alarm wiring [ subject to change when drawings are approved] this line item is an allowance 28 46 21 33 0420 240 VAC Fire Alarm Control Panel With Door, Cabinet, Power Supply/Battery Charger, IDNet Interface, 4 NACs, 2 Programmable Auxiliary Relays, And External N2 Communications Interface (Simplex 4010-9201) 265 $5,208.96EA
Installation =x x 4,695.94
FactorUnit PriceQuantity Total
4,034.31 1.1640 1.00
Demolition x x = 513.02 440.74 1.1640 1.00
fire alarm wiring [ subject to change when drawings are approved] this line item is an allowance g 28 46 21 33 0432 50 Amp Hours Sealed Lead Acid Battery (Simplex 2081-9296)Two required for 24 volt DC.
266 $633.38EA
Installation =x x 607.72
FactorUnit PriceQuantity Total
522.10 1.1640 1.00
Demolition x x = 25.65 22.04 1.1640 1.00
fire alarm wiring [ subject to change when drawings are approved] this line item is an allowance 28 46 21 33 0494 Wall Mount, White Housing, Red Lettering, Horn And Intensity Selectable (135, 177 Or 185 Candela) Multi-Candela Strobe (Simplex 4906-9141) 267 $397.81EA
Installation =x x 320.84
FactorUnit PriceQuantity Total
137.82 1.1640 2.00
Demolition x x = 76.96 33.06 1.1640 2.00
fire alarm wiring [ subject to change when drawings are approved] this line item is an allowance 28 46 21 33 0531 Semi-Flush Mount Modular Adapter Using Standard 4” Square Electrical Box (Simplex 4905-9921)
268 $134.61EA
Installation =x x 108.95
FactorUnit PriceQuantity Total

46.80 1.1640 2.00
Demolition x x = 25.65 11.02 1.1640 2.00
fire alarm wiring [ subject to change when drawings are approved] this line item is an allowance 28 46 21 33 0533 Red, Surface Mount Adapter Skirt (Simplex 4905-9937)269 $119.10EA Installation =x x 93.45
FactorUnit PriceQuantity Total

40.14 1.1640 2.00
Demolition x x = 25.65 11.02 1.1640 2.00
fire alarm wiring [ subject to change when drawings are approved] this line item is an allowance 28 46 21 33 0536 End-Of-Line Resistor Harness, 10 k Ohms, 1/2 Watt, Two Required, One Each For Audible And Visible Output (Simplex 4081-9008)
270 $83.06EA
Installation =x x 57.41
FactorUnit PriceQuantity Total

24.66 1.1640 2.00
Demolition x x = 25.65 11.02 1.1640 2.00
fire alarm wiring [ subject to change when drawings are approved] this line item is an allowance

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Work Order Title:

Work Order Number: 094887.00
San Mateo City Hall staff restroom renovations
Section - 28
28 46 21 33 2269 128 Point Lockable Fire Alarm Terminal Cabinet271 $490.57EA Installation =x x 439.19
FactorUnit PriceQuantity Total
377.31 1.1640 1.00
Demolition x x = 51.38 44.14 1.1640 1.00
fire alarm wiring [ subject to change when drawings are approved] this line item is an allowance 28 46 21 33 2272 Test And Certification Of Fire Alarm SystemGCC Programming and Engineering; Programming of the Fire Alarm System.
272 $1,831.79HR
Installation =x x 1,831.79
FactorUnit PriceQuantity Total
157.37 1.1640 10.00
fire alarm wiring [ subject to change when drawings are approved] this line item is an allowance $15,947.62Subtotal for Section - 28
Section - 31
31 23 16 13 0007 Excavation For Trenching By Hand In SoilIncludes stockpiling excess materials and trimming sides and bottom of trench.
273 $509.39CY
Installation =x x 509.39
FactorUnit PriceQuantity Total
112.21 1.1640 3.90
trenching for underground plumbing
31 23 16 13 0011 Backfilling or Placing Subbase for Trenches with Imported or Stockpiled Materials by Hand
274 $141.50CY
Installation =x x 141.50
FactorUnit PriceQuantity Total

31.17 1.1640 3.90
back filling for underground plumbing
31 23 16 13 0014 Compaction of Fill or Subbase for Trenches by Hand275 $159.61CY Installation =x x 159.61
FactorUnit PriceQuantity Total

35.16 1.1640 3.90
compaction of fill for underground plumbing
$810.50Subtotal for Section - 31
Proposal Total
This total represents the correct total for the proposal. Any discrepancy between line totals, sub-totals and the proposal total is due to rounding.
$492,932.79
The Percentage of NPP on this Proposal: %

1/31/2022
Contractor's Price Proposal - Detail
195 of 250
Subcontractor Listing
094887.00
San Mateo City Hall staff restroom renovations
CA08-SCI-GB05-080719-ACIIQC Master Contract #:

Work Order #:

Owner PO #:

Title:

Re:

January 31, 2022Date:

Proposal Value:

Contractor: Angeles Contractor Inc.
$492,932.79
%DutiesName of Contractor Amount
No Subcontractors have been
selected for this Work Order

0.00$0.00

6.00

1/31/2022
Subcontractor Listing
196 of 250

WOMEN'S MEN'S

WOMEN'S MEN'S

CORRIDOR

MOTHER'S
ROOM
JAN.

JAN.

CITY CLERK

EXTERIOR

COURTYARD
TEL.

EQUIP.

CITY

ATTORNEY

FINANCE
I.T.

MAIL ELEC.

I.T.

FE
FE
FE
FE
FE
FE
FE
K - 4 3 5 0 W E L L C O M M E C _ T O I L E T S V I T R E O U S C H I N A K - 4 3 5 0 W E L L C O M M E C _ T O I L E T S V I T R E O U S C H I N A K - 4 3 5 0 W E L L C O M M E C _ T O I L E T S V I T R E O U S C H I N A K - 4 3 5 0 W E L L C O M M E C _ T O I L E T S V I T R E O U S C H I N A K - 4 3 5 0 W E L L C O M M E C _ T O I L E T S V I T R E O U S C H I N A K - 4 3 5 0 W E L L C O M M E C _ T O I L E T S V I T R E O U S C H I N A V I T R E O U S C H I N A C _ U R I N A L S D E X T E R K - 5 0 1 6 - E T V I T R E O U S C H I NA C _ U R I N A L S D E X T E R K - 5 0 1 6 - E T K - 4 3 5 0 W E L L C O M M E C _ T O I L E T S V I T R E O U S C H I N A K - 4 3 5 0 W E L L C O M M E C _ T O I L E T S V I T R E O U S C H I N A K - 4 3 5 0 W E L L C O M M E C _ T O I L E T S V I T R E O U S C H I N A V I T R E O U S C H I N A C _ U R I N A L S D E X T E R K - 5 0 1 6 - E T 12 1A-9.1
TYP. FOR 6
12 1A-9.1
SIM. (TYP. FOR 4)
066
CITY

MANAGER CITY

ATTORNEY HUMAN

RESOURCES
078
067
068
072
069
073
071
065
LOUNGE
KITCH.

VEND.

SHOWER/

SHOWER/

LOCKERS
WOMEN
MEN

TRAINING
CONF.

RM.

C
WOMEN
STOR.

COUNCIL

CHAMBERS
STOR.

CREDIT
UNION
CITY

COUNCIL
CITY
CLERK
CABLE
CAST.

BOOTH
PG&E

LOCKERS
STOR.

MEN

COURTYARD

BUSINESS

SERVICES
(FINANCE)
CONF.

RM.

B
063
064
062
PUBLIC
WORKS

TRAFFIC
ENG.

I.T.

Council Chambers 1,910
A1 - 156 Fixed Seats
(includes 5
accessible seat
locations) half / fixed seats 78
Council Chambers - City Council
Seats 710 18 seats at table half / fixed seats 9
Council Chambers - Lobby 1,011 A-1 standing room 15 68
Toilet & Shower Rooms (1,000)
Toilet Rooms,
Lockers, Showers
Removed 0 0
Council Chambers- Conference
Room 653
B Occupancy occ.

Load 44; Use A-3
Occupancy for
Worse Case Scenario 30 22
Council Chambers less above 3,134 B Occupancy 200 16
361 181 3 2 3 7 3
Required Fixtures-
Council Chambers
5 6 6 8 6
Proposed Fixtures 5 5 4 7 5
Drinking Fountains Required -3 drinking fountains (for entire building)
Existing -1 high-low bottle filler drinking
fountain, 2 low drinking fountains to
remain as-is as they are not part of the
scope of work.

Occupant Load Factors 2019 California Plumbing Code (Table 422.1)

B OCCUPANCY
OFFICE BUILDING Area SF Occupancy
Plumbing Fixture
Load Factor
Plumbing Fixture
Occ Load
Plumbing
Occupant Load
Men and Women
(50%) WC Men Urinals Men
Lavatories
Men WC Women
Lavatories
Women
Overall GSF 28,879
Toilet Rooms (732)
Toilet Rooms
Removed 0 0
Atrium 933 A-3 Tables & Chairs 30 32
Offices 27,214 200 136
Required Fixtures 168 84 2 1 2 4 2

A OCCUPANCY

COUNCIL CHAMBERS BUILDING
(INCLUDES LOUNGE AND

TRAINING)
Overall GSF
Area SF Occupancy
Plumbing Fixture
Load Factor
Plumbing Fixture
Occ Load
Plumbing
Occupant Load
Men and Women
(50%) WC Men Urinals Men
Lavatories
Men WC Women
Lavatories
Women
8,418
Total Required Fixtures
Existing Fixtures
193 97 1 3 11 1

ABBREVIATIONS
# NUMBER (NO.) OR POUND (LB.)
& AND
(E) EXISTING
(N) NEW
@ AT
L or < ANGLE
Ø DIAMETER

A/V AUDIO VISUAL
A.F.F. ABOVE FINISHED FLOOR
A.H.J. AUTHORITY HAVING

JURISDICTION
ACC. ACCESSIBLE / ACCESSIBILITY
ACT. ACOUSTICAL TILE
ADJ. ADJUSTABLE / ADJACENT
ALT. ALTERNATIVE
ALUM. ALUMINUM
ANOD. ANODIZED
APPROX. APPROXIMATE
ARCH. ARCHITECTURAL
ASB. ASBESTOS
ASPH. ASPHALT
AVG. AVERAGE
B.O. BOTTOM OF
BD. BOARD
BLDG. BUILDING

BLKG BLOCKING
BM. BEAM
BOT. BOTTOM
BTWN. BETWEEN
C.A.A. CLEAR ANODIZED ALUMINUM
CAB. CABINET

CBC CALIFORNIA BUILDING CODE
CEM. CEMENT
CER. CERAMIC
CJ. CONTROL JOINT
CLG. CEILING
CLOS. CLOSET
CLR. CLEAR
COL. COLUMN
CONC. CONCRETE
CONN. CONNECTION
CONSTR. CONSTRUCTION
CONT. CONTINUOUS
CONTR. CONTRACTOR
CORR. CORRIDOR
CPT. CARPET
CTR. CENTER
D.F. DRINKING FOUNTAIN
DBL. DOUBLE
DEPT. DEPARTMENT
DET. DETAIL
DIA. DIAMETER
DIAG. DIAGONAL
DIM. DIMENSION
DISP. DISPENSER
DN. DOWN
DR. DOOR
DWG. DRAWING
DWR. DRAWER
(E) EXISTING
E. EAST
EA. EACH
EJ. EXPANSION JOINT
EL. ELEVATION
ELEC. ELECTRICAL
ELEV. ELEVATION
EMER. EMERGENCY
ENCL. ENCLOSURE
ENGR. ENGINEER
ENTR. ENTRANCE
EQ. EQUAL
EXPO. EXPOSED
EXT. EXTERIOR
F.PRF. FIREPROOF
F.E. FIRE EXTINGUISHER
F.E.C. FIRE EXTINGUISHER CABINET
F.H.C. FIRE HOSE CABINET
F.O.C. FACE OF CONCRETE
F.O.F. FACE OF FINISH
F.O.S. FACE OF STUD
F.O.W. FACE OF WALL
F.R.T. FIRE-RETARDANT-TREATED
F.S. FULL SIZE
FIN. FINISH(ED)
FLR. FLOOR
FLUOR. FLUORESCENT
FR. FRAME
FT. FOOT or FEET
FURR. FURRING
FUT. FUTURE
G.B. GRAB BAR
G.C. GENERAL CONTRACTOR
GA. GAUGE
GALV. GALVANIZED
GEN. GENERAL
GL. GLASS
GYP. GYPSUM
H.M. HOLLOW METAL
HDWD. HARDWOOD
HDWR. HARDWARE
H.O. HOLD OPEN
HORIZ. HORIZONTAL
HR. HOUR
HT. HEIGHT
IN. INCH
INCL. INCLUDING
INFO. INFORMATION
INSUL. INSULATION
INT. INTERIOR

J-BOX JUNCTION BOX
JAN. JANITOR
KIT. KITCHEN
LAB. LABORATORY
LAM. LAMINATE
LAT. LATERAL
LAV. LAVATORY
LB. / LBS. POUND / POUNDS
LT. LIGHT
LTG. LIGHTING
M.C. MEDICINE CABINET
MAG. MAGNETIC
MAINT. MAINTENENCE
MAT. MATERIAL
MAX. MAXIMUM
MECH. MECHANICAL
MEZZ. MEZZANINE
MFR. MANUFACTURER
MGR. MANAGER
MIN. MINIMUM
MISC. MISCELLANEOUS
MTD. MOUNTED
MTL. METAL
MULL. MULLION
(N) NEW
N. NORTH
N.I.C. NOT IN CONTRACT
N.T.S. NOT TO SCALE
NO. or # NUMBER
NOM. NOMINAL
O.A. OVERALL
O.C. ON CENTER
O.F.C.I. OWNER FURNISHED /

CONTRACT OR INSTALLED
O.F.O.I. OWNER FURNISHED /

OWNER INSTALLED
OFF. OFFICE
OPG. OPENING
OPP. OPPOSITE
ORIG. ORIGINAL
OVHD. OVERHEAD
OZ. OUNCE
P.LAM. PLASTIC LAMINATE
P.L. PROPERTY LINE
P.A.F. POWDER ACTUATED

FASTENER
PART.BD. PARTICLE BOARD
PC. PIECE
PEN. PENETRATION
PERP. PERPENDICULAR
PL. PLATE
PLAST. PLASTIC
PLUMB. PLUMBING
PLYWD. PLYWOOD
PNL. PANEL
PORT. PORTABLE
PR. PAIR
PREFAB. PREFABRICATED
PROD. PRODUCTION
PT. POINT
PTD. PAINTED
PTN. PARTITION
QTY. QUANTITY
QUAL. QUALITY
R.O. ROUGH OPENING
RAD. RADIUS
RDWD. REDWOOD
REF. REFERENCE
REFR. REFRIGERATOR
REINF. REINFORCED
REQ. REQUIRED
RM. ROOM
S. SOUTH
S.C. SOLID CORE
S.F. SQUARE FEET
S.S. STAINLESS STEEL
SAN. SANITARY
SCHED. SCHEDULE / SCHEDULED
SECT. SECTION
SERV. SERVICE
SHT. SHEET
SIM. SIMILAR
SPEC. SPECIFICATION
SPKR. SPEAKER
SQ. SQUARE
S.S.D. SEE STRUCTURAL DRAWINGS
STA. STATION
STD. STANDARD
STL. STEEL
STOR. STORAGE
STR. STRUCTURE / STRUCTURAL
SUSP. SUSPENDED
SYM. SYMMETRICAL
SYS. SYSTEM

T&B TOP AND BOTTOM
T.O. TOP OF
T.O.W. TOP OF WALL
T.V. TELEVISION
TEL. TELEPHONE
TEMP. TEMPERED / TEMPERATURE
THK. THICK(NESS)
TYP. TYPICAL
U.L. UNDERWRITERS LABORATORY
U.O.N. UNLESS OTHERWISE NOTED
UNF. UNFINISHED
UTIL. UTILITY
V.I.F. VERIFY IN FIELD
VAR. VARIABLE / VARIES
VEN. VENEER
VERT. VERTICLE
VEST. VESTIBULE
VOL. VOLUME.

W. WEST
W.C. WATER CLOSET
W.O. WHERE OCCURS

W/ WITH

W/O WITHOUT
WD. WOOD
WP. WATERPROOF
WSCT. WAINSCOT
WT. WEIGHT
X TIMES OR BY (AS IN 2X4)
YD. YARD

PROJECT DESCRIPTION

REMODEL OF THE EXISTING NON-ACCESSIBLE MEN AND WOMEN MULTI-ACCOMODATION RESTROOMS.

THERE WILL BE NO CHANGE IN OCCUPANCY AND NO CHANGE IN FLOOR AREA.

DEFERRED SUBMITTALS
DEFERRED SUBMITTALS INCLUDE:
• LIFE SAFETY / FIRE ALARM
• SPRINKLERS

PROJECT - GENERAL NOTES

1. DO NOT SCALE DRAWINGS; DIMENSIONS SHALL GOVERN. DETAILS SHALL GOVERN OVER PLANS AND ELEVATIONS.

2. ARROWS ( ) INDICATE DIMENSIONS TO FINISHED SURFAC E.

3. TICKS ( ) INDICATE DIMENSIONS TO CENTERLINES.

4. DIMENSIONS NOTED "CLEAR" OR "CLR" ARE MINIMUM RE QUIRED DIMENSIONS AND CLEARANCE MUST BE ACCURATELY MAINTAINED TO WITHIN 1/8"±.

5. CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES IN

THE DRAWINGS - EITHER APPARENT OR NOT -OR BEAR THE C OST OF REPAIRING WORK NOT COMPLETED IN ACCORDANCE WITH THE INTENT OF THE DRAWINGS.

6. THE CONTRACTOR AND SUBCONTRACTORS SHALL VERIFY T HE LAYOUT AND EXACT

LOCATION OF ALL PARTITIONS, DOORS, ELECTRICAL/TELEPHONE AND

COMMUNICATION OUTLETS, LIGHT FIXTURES AND SWITCHES WITH ARCHITECT IN THE FIELD BEFORE PROCEEDING WITH CONSTRUCTION.

7. GENERAL CONTRACTOR IS REQUIRED TO PROVIDE TWO RE PRODUCIBLE COMPOSITE SETS OF "AS-BUILT" DRAWINGS FOR HVAC, ELEC., FIRE A ND LIFE SAFETY, SPRINKLER, AND PLUMBING WORK. ONE COMPILED SET SHOULD BE SUBMITTED TO ARCHITECT, ONE SET TO THE CLIENT'S AGENT.

8. ALL EXISTING ITEMS INDICATED TO REMAIN/REUSE SHA LL BE BROUGHT UP TO LIKE NEW WORKING ORDER AND APPEARANCE, INCLUDING BUT NOT LIMITED TO: CLEAN

LIGHT FIXTURE LENSES, EXIT SIGNS, WALL/CEILING DEVICES, WINDOW COVERINGS, ETC.

9. PATCH OR REPAIR ALL EXISTING CONSTRUCTION TO “LI KE NEW” CONDITION.

PREPARE FOR NEW FINISHES AS SCHEDULED.

X
X

PROJECT TEAM
ARCHITECT:

HUNTSMAN ARCHITECTURAL GROUP
50 CALIFORNIA STREET, SEVENTH FLOOR
SAN FRANCISCO, CA 94111
PHONE: 415.394.1212
CONTACT: LAWRENCE SMITH, AIA
OWNER:

CITY OF SAN MATEO
1961 PACIFIC BLVD.

SAN MATEO, CA 94403
PHONE: 650.522.7361
CONTACT: STEVE WU
ENGINEER:

AMIT WADHAWA & ASSOCIATES
870 MARKET STREET, SUITE 846
SAN FRANCISCO, CA 94102
FAX: 415.617.0076
PHONE: 415.788.9999
CONTACT: AMIT WADHAWA, P.E.

VICINITY MAP

PROJECT LOCATION
NORTH

NOT TO SCALE

CODE INFORMATION
2019 CALIFORNIA BUILDING CODES
2019 CALIFORNIA BUILDING CODE
2019 CALIFORNIA ELECTRICAL CODE
2019 CALIFORNIA MECHANICAL CODE
2019 CALIFORNIA PLUMBING CODE
2019 CALIFORNIA ENERGY CODE
2019 CALIFORNIA FIRE CODE
2019 CALIFORNIA GREEN BUILDING CODE
2019 NATIONAL FIRE PROTECTION ASSOCIATION 72 - FIRE ALARMS 2019 NATIONAL FIRE PROTECTION ASSOCIATION 13 - SPRIN KLERS CALIFORNIA ADMINISTRATIVE CODE TITLE 24, SECTION T-20, LATEST EDITION, HAS BEEN REVIEWED. THE DESIGN SUBMITTED FOR THE BUILDING PE RMIT SUBSTANTIALLY CONFORMS TO THESE REGULATIONS.

MECHANICAL AND ELECTRICAL SCOPE OF WORK SHALL BE DONE IN COMPLIANCE WITH 2019 TITLE 24, SECTION 6, CALIFORNIA ENERGY EFFICIENCY STANDARDS FOR NONRESIDENTIAL BUILDINGS.

EXECUTE WORK IN ACCORDANCE WITH ANY AND ALL APPLICA BLE CODES,

MANUFACTURERS' RECOMMENDATIONS, AND TRADE AND REFERENCE STANDARDS, INCLUDING BUT NOT LIMITED TO: CALIFORNIA BUILDING, MECHANICAL, ELECTRICAL,

PLUMBING AND FIRE CODES AND LOCAL AMENDMENTS WHERE APPLICABLE, NEC, NPC,

NFPA, ASME, ANSI, AMERICANS WITH DISABILITIES ACT, AND OTHER APPLICABLE REGULATORY AUTHORITY'S LATEST ENFORCED EDITIONS.

PROJECT DATA
BUILDING ADDRESS: 330 W. 20TH AVE.

SAN MATEO, CA 94402
PARCEL ID: 0390235103
ZONING: E1-1
CURRENT USE: B-OFFICE / ASSEMBLY
PROPOSED USE: B-OFFICE / ASSEMBLY
BUILDING CLASSIFICATION: TYPE V-B
NUMBER OF STORIES: 1
CONSTRUCTION DATE: UNKNOWN
OCCUPANCY: B (OFFICE)
A3 ASSEMBLY
BUILDING AREA: 37,297 SF = BUILDING TOTAL
B OCCUPANCY OFFICE BUILDING AREA = 32,222 SF
- ALLOWABLE AREA = 36,000 SF
- B OCCUPANCY OFFICE BUILDING IS FULLY SPRINKLERED.
- EXISTING AREA SEPARATION BETWEEN B AND A-3
OCCUPANCY.

A-3 OCCUPANCY COUNCIL CHAMBERS = 5,075 SF
- ALLOWABLE AREA = 6,000 SF
- A-3 OCCUPANCY COUNCIL CHAMBERS IS NOT FULLY
SPRINKLERED.
- EXISTING AREA SEPARATION BETWEEN B AND A-3
OCCUPANCY.

PROJECT AREA: 374 SF
FIRE SPRINKLERING: NOT FULLY SPRINKLERED
FIRE RATING OF BUILDING COMPONENTS:

STRUCTURAL FRAME NON-RATED

INTERIOR PARTITIONS NON-RATED
SHAFT ENCLOSURES 1 HR

ROOF NON-RATED

FLOORS NON-RATED

KEY PLAN

SCOPE OF WORK
NORTH

NOT TO SCALE
CREATED:

PLOTTED:

PROJECT:

Huntsman Architectural Group
50 California Street Seventh Floor San Francisco CA 94111 T
All drawings and written material appearing herein constitute the original and unpublished work of the architect and may not be duplicated, used or disclosed without the prior written consent of the architect. © 2017 Huntsman Architectural Group
FILE:
# DATE ISSUE BY / CHECK
WWW.HUNTSMANAG.CO
M
415.394.1212 F 415.394.1222

STAFF RESTROOM REMODEL
C:\REVIT\temp\15041-08-Staff RR Remodel_CEN_R20_mdr.rvt 10/6/2020 3:30:46 PM
A-000

COVER SHEET
10/02/09
15041.08

SAN MATEO CITY HALL
330 W. 20TH AVE. SAN MATEO, CA 94402
ISSUE FOR REVIEW 08.20.2020
95% CD'S 09.24.2020
PLAN CHECK RESPONSE 10.07.20

ARCHITECTURAL
A-000 COVER SHEET √ √ √
A-020 SPECIFICATIONS √ √ √
A-021 SPECIFICATIONS √ √ √
A-022 SPECIFICATIONS √ √ √
A-410 STAFF RESTROOM PLANS √ √ √
A-800 ELEVATIONS AND DETAILS √ √ √
A-900 MISC DETAILS √ √ √
A-920 CEILING DETAILS √ √ √

ELECTRICAL
E1.1 ELECTRICAL LEGEND AND DRAWING INDEX √ √
E2.1 RESTROOM LIGHTING, POWER AND SIGNAL
PLANS
√ √
ET.1 TITLE 24 FORMS √ √
ET.2 TITLE 24 FORMS √ √

MECHANICAL
M-001 GENERAL NOTES, LEGENDS, SCHEDULES,

DETAIL, AND DRAWINGS INDEX
√ √
M-002 MECHANICAL SPECIFICATIONS AND DETAILS √ √
M-201 1ST FLOOR - MECHANICAL DEMOLITION & FLOOR

PLAN AND DETAILS
√ √
M-301 MECHANICAL TITLE 24 √
M-302 MECHANICAL TITLE 24 √

PLUMBING
P-001 1ST FLOOR - PLUMBING GENERAL NOTES,

LEGEND, ABBREVIATIONS, AND DRAWING INDEX
√ √
P-101 1ST FLOOR - PLUMBING RISER DIAGRAMS AND

SCHEDULES
√ √
PD-101 1ST FLOOR - PLUMBING DEMOLITION PLAN √ √
P-201 1ST FLOOR - PLUMBING FLOOR PLAN √ √
TOTAL NO. OF SHEETS: 21

SHEET INDEX

PLUMBING CALCULATION

08.20.20 ISSUE FOR REVIEW

09.24.20 95% CD'S
1 10.07.20 PLAN CHECK RESPONSE
1 197 of 250
PART 1: GENERAL CONDITIONS AND CONSTRUCTION ADMINISTRATION

THE FOLLOWING INFORMATION AND PROCEDURES ARE TO BE APPLIED BY THE

CONTRACTOR IN THE EXECUTION OF THE WORK DESCRIBED IN THE CONSTRUCTION DOCUMENTS:

1.01 SUMMARY OF THE WORK AND OVERALL QUALITY
A. THE CONTRACT DOCUMENTS CONSIST OF THE OWNER-CONT RACTOR AGREEMENT,

DRAWINGS, THESE SPECIFICATIONS, ADDENDA, CLARIFICAT IONS, OR CONTRACT MODIFICATIONS.

B. ALL WORK TO BE PERFORMED SHALL BE DONE IN ACCORD ANCE WITH ALL APPLICABLE LOCAL, STATE, AND NATIONAL CODES AND STANDARDS.

C. ALL WORK SHALL CONFORM TO ALL INDUSTRY AND MANUF ACTURER'S PUBLISHED

STANDARDS AND THE BUILDING OWNER'S REQUIREMENTS FOR QUALITY OF

MATERIALS AND WORKMANSHIP, ALONG WITH ALL REQUIREME NTS SET FORTH IN THESE DRAWINGS AND SPECIFICATIONS.

D. ANY CONFLICTING REQUIREMENTS INHERENT IN BOTH TH E PROCEDURES AND THE

WORK DESCRIBED SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IN WRITING PRIOR TO PROCEEDING WITH THE WORK.

E. WHERE CONFLICTS OCCUR BETWEEN SPECIFICATIONS AND DRAWINGS, THE DRAWINGS SHALL GOVERN.

F. IF THESE DOCUMENTS OR JOB CONDITIONS MAKE IT IMP OSSIBLE TO PRODUCE FIRST-

CLASS WORK OR TO WARRANTY THE WORK OR ITS PERFORMAN CE, OR SHOULD

DISCREPANCIES OCCUR AMONG THE CONTRACT DOCUMENTS, THE CONTRACTOR

WILL REQUEST INFORMATION, INTERPRETATION OR CLARIFICATION FROM THE ARCHITECT IN WRITING PRIOR TO BEGINNING CONSTRUCTION. IF THE CONTRACTOR

FAILS TO MAKE SUCH REQUEST, WORK MUST BE PERFORMED IN A SATISFACTORY

MANNER AND NO REQUEST FOR ADDED COST OR EXTENSION OF TIME WILL BE CONSIDERED.

G. THE CONTRACTOR WILL PROVIDE WARRANTY TO THE WORK FOR A MINIMUM OF ONE

YEAR AFTER THE DATE OF SUBSTANTIAL COMPLETION, OR LONGER IF SPECIFICALLY REQUIRED BY THE OWNER-CONTRACTOR AGREEMENT.

1.02 CONTRACT METHOD AND BID/PROPOSAL REQUIREMENTS
A. UNLESS OTHERWISE STATED, THE WORK IS TO BE PERFO RMED PER THE GENERAL

AND SUPPLEMENTAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION (THE MOST CURRENT EDITION OF AIA DOCUMENT A201 AND SUPPLEMENTARY CONDITIONS). IMMEDIATELY NOTIFY BOTH OWNER AND ARCHITECT IN WRITING WHEN

DISCREPANCIES OCCUR BETWEEN THE OWNER-CONTRACTOR AG REEMENT AND THE CONTRACT DOCUMENTS.

B. UNLESS OTHERWISE STATED, THE CONTRACTOR IS TO OB TAIN AND PAY FOR ALL REQUIRED PERMITS.

C. IMMEDIATELY UPON RECEIPT OF AGENCY APPROVALS, GENERAL CONTRACTOR

SHALL ELECTRONICALLY SCAN THE APPROVED PERMIT DOCUMENTS, INCLUDING BUT

NOT LIMITED TO STAMPED APPROVED DRAWING SETS, PERMIT APPLICATION, JOB CARDS, AND OTHER DOCUMENTATION SPECIFICALLY REQUESTED BY ARCHITECT.

ELECTRONIC SCANS SHALL BE IN PDF FORMAT AND SUBMITTED TO ARCHITECT & OWNER PRIOR TO COMMENCEMENT OF THE WORK.

D. THE CONTRACTOR SHALL PERFORM THE WORK IN ACCORDA NCE WITH CONTRACT

SUM AND TIME SCHEDULE ESTABLISHED AND AGREED UPON WITH THE ARCHITECT AND OWNER.

E. THE CONTRACTOR SHALL COMPLY WITH ANY SPECIAL BID PROCEDURES, FORMS OR

OTHER CONTRACT REQUIREMENTS SET FORTH BY THE ARCHITECT OR OWNER NOT

SPECIFICALLY ADDRESSED IN THE DRAWINGS OR SPECIFICA TIONS F. BY SUBMITTING THE CONTRACT PROPOSAL, THE CONTRACTOR ACKNOWLEDGES SATISFACTORY KNOWLEDGE AND AWARENESS OF:

1. THE NATURE AND LOCATION OF THE WORK

2. THE GENERAL AND LOCAL CONDITIONS, PARTICULARLY THOSE BEARING UPON

AVAILABILITY OF TRANSPORTATION, ACCESS TO THE SITE, DISPOSAL, HANDLING

AND STORAGE OF THE MATERIALS, AVAILABILITY OF LABOR, WATER, POWER, AND

UNCERTAINTIES OF WEATHER, OR SIMILAR PHYSICAL CONDITIONS AT THE SITE

3. THE CHARACTER OF EQUIPMENT AND FACILITIES NEEDED PRELIMINARY TO AND

DURING WORK

4. ALL OTHER MATTERS THAT CAN IN ANY WAY AFFECT THE WORK OR THE COST THEREOF UNDER THIS CONTRACT.

G. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF AND COM PLY WITH ALL BUILDING

RULES, REGULATIONS AND SPECIFICATIONS, INCLUDING BUT NOT LIMITED TO

ACCESS HOURS, LOADING DOCK AND FREIGHT ELEVATOR ACCESS, NOISE

RESTRICTIONS, HANDLING OF EQUIPMENT, MATERIALS AND DEBRIS, AND OTHER ITEMS THAT MAY IMPACT SCHEDULE OR COST. ALL SUCH FACTORS SHALL BE INCLUDED IN ALL BIDS AND PRICING.

H. IF CONFLICTING REQUIREMENTS BETWEEN THE ITEMS OF THE CONTRACT

DOCUMENTS OCCUR, THE CONTRACTOR SHALL ESTIMATE THE MOST COSTLY WAY OF

DOING WORK UNLESS WRITTEN CLARIFICATION HAS BEEN GI VEN BY THE ARCHITECT BEFORE SUBMISSION OF THE CONTRACTOR'S PROPOSAL.

I. BY SUBMITTING CONTRACT BID OR PRICING, THE CONTR ACTOR REPRESENTS THAT

HE FULLY UNDERSTANDS THE NATURE AND EXTENT OF THE WORK, ALL FACTORS

AND CONDITIONS AFFECTING IT, CHARACTERISTICS OF ITS VARIOUS PARTS AND ELEMENTS AND THEIR FITTING TOGETHER AND FUNCTIONING.

1.03 ALTERNATES
A. BID ALTERNATES, IF THEY OCCUR, ARE AS INDICATED ON THE DRAWINGS. THE COST

OR CREDIT FOR EACH ALTERNATE IS THE NET ADDITION TO, OR DEDUCTION FROM,

THE CONTRACT SUM TO INCORPORATE ALL WORK ASSOCIATED WITH THE ALTERNATE INTO THE WORK. AFTER SUBMISSION OF PRICIN G FOR THE ALTERNATE,

NO OTHER ADJUSTMENTS ARE MADE TO THE CONTRACT SUM IN ASSOCIATION WITH THE ALTERNATE.

B. INCLUDE AS A PART OF EACH ALTERNATE, MISCELLANEO US DEVICES, ACCESSORY

OBJECTS, AND SIMILAR ITEMS INCIDENTAL TO OR REQUIRED FOR A COMPLETE INSTALLATION WHETHER OR NOT MENTIONED AS A PART OF THE ALTERNATE.

INCLUDE ALL WORK WITH ALL TRADES INVOLVED.

1.04 UNIT PRICING
A. IF REQUIRED AS A PART OF THE BID/PRICING PROCESS , PROVIDE UNIT PRICING FOR THE MATERIALS AND/OR ASSEMBLIES PER THE DRAWINGS.

1.05 SUBSTITUTIONS
A. REQUESTS FOR A CHANGE IN A MATERIAL AND/OR METHO D SHALL BE SUBMITTED TO

THE ARCHITECT FOR REVIEW IN WRITING PRIOR TO SUBMIT TING BID OR CONTRACT PRICING.

B. AFTER THE BID DATE, SUBSTITUTIONS WILL BE CONSID ERED ONLY WHEN A PRODUCT BECOMES UNAVAILABLE DUE TO NO FAULT OF THE CONTRACTOR. CONTRACTOR TO

TAKE SPECIAL CARE IN IDENTIFYING LEAD TIMES FOR ALL ITEMS VIA THE SUBMITTAL

PROCEDURES IDENTIFIED IN THESE SPECIFICATIONS, SUCH THAT THE CONTRACT

TIME IS NOT AFFECTED, COSTS ASSOCIATED WITH EXPEDIT ING MATERIALS DUE TO

FAULTY PRE-ORDERING OR SCHEDULING SHALL BE THE CONTRACTOR'S RESPONSIBILITY.

C. PROVIDE DOCUMENTATION, FOR REVIEW BY THE ARCHITE CT, THAT THE QUALITY,

CHARACTERISTICS, PROPERTIES OF THE PROPOSED SUBSTITUTION IS EQUIVALENT TO THE ORIGINALLY-SPECIFIED ITEM FOR WHICH IT WILL SUBSTITUTE. SUBMIT COST

DATA OF BOTH THE ORIGINALLY-SPECIFIED PRODUCT AND THE SUBSTITUTION (INCLUDING LABOR) FOR REVIEW BY ARCHITECT AND CLIENT.

D. REQUEST FOR SUBSTITUTION CONSTITUTES A REPRESENT ATION THAT THE CONTRACTOR:

A. HAS INVESTIGATED PROPOSED PRODUCT AND DETERMINED THAT IT MEETS OR EXCEEDS, IN ALL RESPECTS, THE SPECIFIED PRODUCT.

B. WILL PROVIDE THE SAME WARRANTY VALUE
C. WILL COORDINATE INSTALLATION AND MAKE ALL CHANGE S WHICH MAY BE REQUIRED FOR WORK TO BE COMPLETE IN ALL RESPECTS.

D. PRESENTS COMPLETE COST DATA INCLUDING ALL RELATE D COSTS UNDER THE

CONTRACT, AND WAIVES CLAIMS FOR ADDITIONAL COSTS WH ICH MAY SUBSEQUENTLY BECOME APPARENT.

E. APPROVED SUBSTITUTIONS MAY, BECAUSE OF DIFFERENT SIZE, WEIGHT,

CONFIGURATION, OR OTHER CHARACTERISTICS, REQUIRE MODIFICATIONS TO OTHER ELEMENTS OF THE WORK. IF SUCH SUBSTITUTIONS ARE USE D, SHOW SUCH

MODIFICATIONS ON SUBMITTALS AND MAKE REQUIRED MODIFICATIONS AT NO ADDITIONAL COST.

1.06 ALLOWANCES
A. BID ALLOWANCES FOR CERTAIN ITEMS UNDEFINED AT TH E TIME OF BIDDING ARE AS INDICATED ON THE DRAWINGS.

B. AS ALLOWANCE ITEMS ARE IDENTIFIED BY THE ARCHITE CT AS THE WORK

PROGRESSES, PROVIDE CONTRACT PRICING AND SUBMIT VERIFICATION THAT ITEMS CONFORM TO ORIGINAL ALLOWANCE AMOUNT. NOTIFY ARCHITECT OF ANY DISCREPANCIES.

1.07 HAZARDOUS MATERIALS
A. BY SUBMITTING THE CONTRACT PROPOSAL, THE CONTRAC TOR ACKNOWLEDGES SATISFACTORY KNOWLEDGE AND AWARENESS OF:

1. THE NATURE AND LOCATION OF THE WORK

2. THE GENERAL AND LOCAL CONDITIONS, PARTICULARLY T HOSE BEARING UPON

AVAILABILITY OF TRANSPORTATION, ACCESS TO THE SITE, DISPOSAL, HANDLING

AND STORAGE OF THE MATERIALS, AVAILABILITY OF LABOR , WATER, POWER, AND

UNCERTAINTIES OF WEATHER, OR SIMILAR PHYSICAL CONDITIONS AT THE SITE

3. THE CHARACTER OF EQUIPMENT AND FACILITIES NEEDED PRELIMINARY TO AND

DURING WORK

4. ALL OTHER MATTERS THAT CAN IN ANY WAY AFFECT THE WORK OR THE COST THEREOF UNDER THIS CONTRACT.

B. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LAWS , REGULATIONS,

ORDINANCES AND RULES RELATING TO HAZARDOUS OR TOXIC MATERIALS, INCLUDING WITHOUT LIMITATION ASBESTOS, PCBs AND UNDERGROUND STORAGE TANKS. IF

CONTRACTOR DISCOVERS ANY SUCH MATERIALS ON THE PROPERTY, CONTRACTOR

SHALL PROMPTLY NOTIFY THE BUILDING OWNER'S AGENT IN WRITING AND SHALL TAKE ALL APPROPRIATE SAFETY PRECAUTIONS IN PERFORMING THE WORK. CONFER WITH OWNER REGARDING CONTINUANCE OF WORK.

1.08 WORK COVERED BY THE CONTRACT DOCUMENTS
A. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLU DE ALL ITEMS NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK BY THE CONTRACTOR.

ALL SYSTEMS, INCLUDING MECHANICAL, ELECTRICAL, AND PLUMBING ARE TO BE

COMPLETE AND FUNCTIONAL TO PROVIDE THE INTENDED OR SPECIFIED PERFORMANCE. THE INFORMATION IN THE CONTRACT DOCUMENTS IS INTENDED TO

INCLUDE OR IMPLY ALL ITEMS REQUIRED FOR THE FULL, PROPER EXECUTION AND COMPLETION OF THE WORK.

B. PERFORMANCE BY THE CONTRACTOR SHALL BE REQUIRED TO THE EXTENT

CONSISTENT WITH THE CONTRACT DOCUMENTS, REASONABLY INFERABLE FROM THEM

AND REASONABLY FORESEEABLE, USING THE MEANS, METHODS AND PROCEDURES NECESSARY TO PRODUCE THE INTENDED RESULTS. IN THE EVENT OF QUESTION OR

AMBIGUITY, THE CONTRACTOR SHALL REQUEST CLARIFICATION FROM THE ARCHITECT PER RFI PROCEDURES STATED HEREIN.

C. WORK NOT DETAILED, NOTED OR SPECIFIED, SHALL BE THE SAME AS PARTS THAT ARE DETAILED, NOTED OR SPECIFIED.

D. DRAWINGS AND DIAGRAMS FOR MECHANICAL, ELECTRICAL, PLUMBING AND LIFE-

SAFETY WORK SHALL BE CONSIDERED AS DIAGRAMMATIC ONLY, NOT TO BE USED FOR ANY STRUCTURAL GUIDANCE OR PHYSICAL LAYOUT. IN CASE OF CONFLICT, AND

UNLESS OTHERWISE NOTED, THE ARCHITECT'S DRAWINGS SHOWING LOCATIONS FOR

MECHANICAL, ELECTRICAL, PLUMBING AND LIFE-SAFETY ITEMS SUCH AS SPRINKLER

HEADS, SUPPLY, RETURN OR EXHAUST GRILLES, ELECTRICAL FIXTURES, AND SIMILAR ITEMS SHALL TAKE PRECEDENCE.

E. UNLESS OTHERWISE NOTED, ALL WORK, EQUIPMENT, CAS EWORK, MECHANICAL,

ELECTRICAL, PLUMBING AND SIMILAR DEVICES OF WHATEVE R NATURE, WILL BE

COMPLETELY INSTALLED, HOOKED-UP, MADE OPERATIONAL AND MADE FUNCTIONAL

FOR THE PURPOSE SUCH AS INTENDED, AND THAT ALL COSTS THEREFORE BE INCLUDED IN THE CONTRACTOR'S PROPOSAL. COMPLY WITH THE MANUFACTURER'S

INSTALLATION INSTRUCTIONS WHEN MORE EXPLICIT OR STRINGENT THAN SHOWN ON THE CONTRACT DOCUMENTS.

F. NO WORK DEFECTIVE IN CONSTRUCTION OR QUALITY, OR DEFICIENT IN ANY

REQUIREMENTS OF THE CONTRACT DOCUMENTS WILL BE ACCEPTABLE DESPITE

HUNTSMAN ARCHITECTURAL GROUP'S FAILURE TO DISCOVER OR POINT OUT DEFECTS OR DEFICIENCIES DURING CONSTRUCTION. DEFECTIVE WORK REVEALED WITHIN THE

TIME REQUIRED BY GUARANTIES SHALL BE REPLACED BY WO RK CONFORMING WITH THE INTENT OF THE CONTRACT DOCUMENTS. NO PAYMENT, EITHER PARTIAL OR FINAL,

SHALL BE CONSTRUED AS ACCEPTANCE OF DEFECTIVE WORK OR IMPROPER MATERIALS.

1.09 SPECIAL REQUIREMENTS
A. OWNER-FURNISHED, OWNER-INSTALLED (OFOI) WORK:

1. THE OWNER MAY FURNISH CERTAIN ITEMS IF LISTED ON DRAWINGS.

2. THE CONTRACTOR SHALL:
a. BE RESPONSIBLE FOR COORDINATING HIS/HER WORK TO ACCOMMODATE LISTED

ITEMS FOR PHYSICAL SPACE FIT, UTILITY CONNECTIONS AND ROUGH-IN, POWER WIRING, AND PROVISION FOR HVAC LOADS ASSOCIATED WIT H COOLING. b. NOTIFY OWNER IN WRITING OF THE CRITICAL DATES BY WHICH NECESSARY

INFORMATION, DELIVERY OR INSTALLATION IS REQUIRED FOR ALL WORK ASSOCIATED WITH THE SCHEDULED INSTALLATIONOF SUCH ITEMS.

B. OWNER-FURNISHED, CONTRACTOR-INSTALLED (OFCI) WOR K:

1. THE OWNER SHALL FURNISH AND DELIVER CERTAIN ITEM S TO THE PROJECT SITE AS LISTED ON THE DRAWINGS. THE OWNER SHALL:
a. ARRANGE AND PAY FOR PRODUCT DELIVERY TO PROJECT SITE. b. SUBMIT CLAIMS FOR TRANSPORTATION DAMAGE.
c. ARRANGE FOR THE REPLACEMENT OF DAMAGED, DEFECTIV E OR MISSING ITEMS. d. ARRANGE FOR WARRANTIES, INSPECTIONS AND SERVICE.

2. THE CONTRACTOR WILL:
a. REVIEW OWNER'S SHOP DRAWINGS, PRODUCT DATA AND S AMPLES FOR COORDINATION PURPOSES.
b. RECEIVE AND UNLOAD PRODUCTS AT PROJECT SITE, INS PECT FOR COMPLETENESS, FOR DAMAGE, AND NOTIFY OWNER OF ANY DISCREPANCIES. c. HANDLE, STORE, INSTALL AND FINISH PRODUCTS.
d. REPAIR OR REPLACE ITEMS DAMAGED BY HIS OPERATION S.
e. NOTIFY OWNER IN WRITING THE CRITICAL DATES BY WH ICH NECESSARY

INFORMATION, DELIVERY OR INSTALLATION IS REQUIRED FOR ALL WORK ASSOCIATED WITH THE SCHEDULED INSTALLATION OF SUCH ITEMS.

1.10 OCCUPANCY OF THE PROJECT SITE
A. THE OWNER AND HIS SEPARATE CONTRACTORS WILL BE A FFORDED ACCESS TO

SPACES IN THE BUILDING IN ORDER TO INSTALL FURNITURE, FIXTURES, EQUIPMENT OR OTHER WORK PROVIDED THOSE AREAS ARE READY TO RECEIV E SUCH ITEMS. THESE ITEMS ARE TO BE NOTED AND ACCOMMODATED IN THE CONTRACTOR'S SCHEDULE.

THE CONTRACTOR SHALL COOPERATE WITH SUCH INSTALLERS OR CONTRACTORS TO

THE FULLEST EXTENT POSSIBLE WITHOUT DELAYING THE OV ERALL COMPLETION SCHEDULE.

B. TEMPORARY POWER AND LIGHTING SHALL BE MADE AVAIL ABLE TO SEPARATE CONTRACTORS IN THE SAME MANNER AS REQUIRED FOR SUBCONTRACTORS.

C. ALL WORK SHALL BE SCHEDULED AND PERFORMED SO AS NOT TO DISTURB OR CAUSE DAMAGE TO ANY TENANT IN THE BUILDING. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR SCHEDULING OF ACCESS INTO ADJACENT TENANT SPACES WITH

THE OWNER AS REQUIRED FOR PRICING AND CONSTRUCTION WORK FIGURED ON AN OVERTIME BASIS.

D. THE CONTRACTOR SHALL ALLOW UNRESTRICTED ACCESS O F THE JOBSITE TO THE ARCHITECT AND PROJECT CONSULTANTS DURING NORMAL JOBSITE HOURS.

1.11 CONTRACTOR COORDINATION
AS A PART OF THE WORK, THE CONTRACTOR SHALL:

A. IDENTIFY LEAD TIMES FOR ALL ITEMS AND ENSURE THA T THEY ARE ORDERED AND DELIVERED TO THE SITE IN A TIMELY FASHION FOR INCORPORATION INTO THE WORK.

B. COORDINATE ALL NEW WORK WITH ALL EXISTING CONDIT IONS AND ANY OTHER CONTRACTORS AT THE PROJECT SITE.

C. VERIFY CHARACTERISTICS OF ELEMENTS OF INTERRELAT ED OPERATING EQUIPMENT ARE COMPATIBLE; COORDINATE WORK HAVING INTERDEPENDENT RESPONSIBILITIES FOR INSTALLING, CONNECTING TO, AND PLACING IN SERVICE, SUCH EQUIPMENT.

D. KEEP A CURRENT SCHEDULE INCLUDING ALL WORK ASSOC IATED WITH THE

CONTRACT, ITS SEQUENCING, KEY MILESTONES, DATES REQUIRED FOR ORDERING OF

LONG-LEAD ITEMS, AND ANY OTHER DATE REQUIRING MONITORING AS IT RELATES TO THE PROJECT DELIVERY DATES.

E. SCHEDULE ALL WORK REQUIRING BUILDING ACCESS OR D ISRUPTION OF ADJACENT SPACES WITH OWNER OR BUILDING MANAGEMENT.

F.

COORDINATE SPACE REQUIREMENTS AND INSTALLATION OF MECHANICAL,

ELECTRICAL AND PLUMBING WORK THAT IS INDICATED DIAGRAMMATICALLY ON THE DRAWINGS. FOLLOW ROUTING SHOWN FOR PIPES, DUCTS, AND CONDUITS AS CLOSELY PRACTICABLE; MAKE RUNS PARALLEL AND PERPENDICULAR TO LINES OF BUILDING. UTILIZE SPACES EFFICIENTLY TO MAXIMIZE ACCESSIBILITY FOR OTHER INSTALLATIONS, FOR MAINTENANCE, AND FOR REPAIRS.

G. ARRANGE ALL ABOVE-CEILING ITEMS IN SUCH A WAY AS TO ACHIEVE CEILING HEIGHTS INDICATED; NOTIFY ARCHITECT PROMPTLY OF ANY CONFLICTS.

H. IN FINISHED AREAS OR UNLESS OTHERWISE NOTED, CON CEAL PIPES, DUCTS AND WIRING IN THE CONSTRUCTION.

I. COORDINATE LOCATIONS OF FIXTURES AND OUTLETS WIT H FINISH ELEMENTS, SUCH AS AT CUSTOM CASEWORK LOCATIONS.

J. VERIFY THAT NO CONFLICTS EXIST IN LOCATIONS OF A NY AND ALL MECHANICAL,

TELEPHONE, ELECTRICAL, LIGHTING, PLUMBING, AND SPRINKLER EQUIPMENT (TO

INCLUDE ALL PIPING, DUCTWORK, AND CONDUIT) AND THAT ALL REQUIRED CLEARANCES FOR INSTALLATION AND MAINTENANCE ARE PROVIDED. CONTRACTOR TO NOTIFY ARCHITECT AND BUILDING MANAGER IN WRITING IF CONFLICTS EXIST.

K. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISTRIBU TION OF DRAWINGS TO ALL TRADES UNDER HIS/HER JURISDICTION.

1.12 CONTRACTOR USE OF PROJECT SITE
AS A PART OF THE WORK, THE CONTRACTOR SHALL:

A. SCHEDULE USE OF PREMISES FOR WORK AND COORDINATE CONSTRUCTION

OPERATIONS WITH APPLICABLE LAWS, ORDINANCES, PERMIT S, BUILDING RULES AND REGULATIONS AND THE CONTRACT.

B. BE RESPONSIBLE FOR THE USE OF THE BUILDING THROU GH COORDINATION WITH

BUILDING MANAGEMENT FOR USE OF ALL/ANY TEMPORARY FACILITIES, BUILDING

SERVICES (INCLUDING ALL COSTS), LOADING DOCK USE, ELEVATOR USE, TRASH

REMOVAL, HOISTING, SCHEDULING, USE OF RESTROOMS, AND ANY OTHER ITEMS RESTRICTED BY BUILDING MANAGEMENT.

C. AT ALL TIMES BE RESPONSIBLE FOR JOB SITE SAFETY PROCEDURES AND PROTOCOLS AND PERFORM ALL WORK WITH DUE REGARD TO LIFE AND SA FETY.

D. ASSUME FULL RESPONSIBILITY FOR THE PROTECTION OF PRODUCTS, EQUIPMENT AND MATERIALS STORED ON THE PROJECT SITE AND OF THE EXISTING CONDITIONS.

E. SCHEDULE USE OF PREMISES FOR WORK AND COORDINATE OPERATIONS TO ALLOW

FOR OWNER OCCUPANCY, WORK BY OTHER CONTRACTORS, AND USE OF PREMISES BY THE TENANT, ITS EMPLOYEES AND OTHER TENANTS AS R EQUIRED BY OWNER.

F. IF NECESSARY, OBTAIN AND PAY FOR THE USE OF ADDI TIONAL STORAGE AND OR WORK AREAS NEEDED FOR OPERATIONS.

G. BE RESPONSIBLE FOR THE COORDINATION, LOCATION (I NCLUDING DUMPSTERS) AND ULTIMATE REMOVAL OF SITE WASTE MATERIALS. COMPLY WI TH LOCAL ORDINANCES

REGARDING RECYCLING REQUIREMENTS FOR CONSTRUCTION AND DEMOLITION DEBRIS. WASTE MATERIALS AND TRASH SHALL NOT BE LEFT TO ACCUMULATE.

PROJECT SITE SHALL BE BROOM-CLEAN AT THE END OF EACH WORKING DAY.

PREVENT DUST AND DEBRIS FROM LEAVING CONSTRUCTION AREA. ALL MATERIALS SHALL BE STACKED OR PILED IN AN ORDERLY FASHION OUT OF TRAFFIC PATTERNS.

SHOULD THE CONTRACTOR NOT FULFILL HIS RESPONSIBILITY, THE OWNER RESERVES THE RIGHT TO HIRE TRASH REMOVAL AT THE CONTRACTOR'S EXPENSE.

H. AT ALL TIMES PROTECT THE PROPERTY OF THE BUILDIN G OWNER, INCLUDING BUT NOT

LIMITED TO ANY FINISHES AND FIXTURES, EQUIPMENT, CONVEYANCE SYSTEMS, AND BUILDING INFRASTRUCTURE.

2.0 APPLICATIONS FOR PAYMENT
A. AT BEGINNING OF WORK, SUBMIT A SCHEDULE OF VALUE S, PROVIDING AT LEAST ONE

LINE ITEM FOR EACH SPECIFICATION SECTION AND ENOUGH DETAILED BREAKDOWN

OF THE CONTRACT SUM TO FACILITATE CONTINUED EVALUATION OF THE APPLICATIONS FOR PAYMENT. UPDATE SCHEDULE OF VALUES AS REQUIRED TO INCORPORATE CHANGE ORDER REVISIONS TO THE CONTRACT.

B. SUBMIT EACH APPLICATION ON AIA G702-APPLICATION AND CERTIFICATION FOR PAYMENT FORM WITH AIA-G703-CONTINUATION SHEET FORM OR EQUIVALENT

ARCHITECT-APPROVED COMPUTER-GENERATED FORMS AS REVIEWED AND AGREED UPON WITH ARCHITECT.

C. COORDINATE THE SCHEDULE FOR THE APPLICATIONS AS LISTED IN THE CONTRACT FOR CONSTRUCTION WITH THE OVERALL PROJECT SCHEDULE. INDICATE AS MILESTONES ON THE SCHEDULE.

D. EXECUTE CERTIFICATION BY SIGNATURE OF AUTHORIZED OFFICER OF THE COMPANY.

E. WITH EACH APPLICATION FOR PAYMENT, SUBMIT CONDIT IONAL AND PARTIAL LIEN

RELEASES FOR THE CONSTRUCTION PERIOD COVERED BY THE PREVIOUS APPLICATION.

F. WHEN ARCHITECT REQUIRES SUBSTANTIATING INFORMATI ON, SUBMIT DATA JUSTIFYING LINE ITEM AMOUNTS IN QUESTION.

3.0 CONTRACT MODIFICATION PROCEDURES

3.01 REQUESTS FOR INFORMATION (RFI)
A. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING CONTR ACT DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION. IF THERE

ARE ANY QUESTIONS REGARDING THESE, OR OTHER COORDINATION QUESTIONS, THE CONTRACTOR SHALL SUBMIT THEM TO THE ARCHITECT IN WRITING. THE CONTRACTOR

IS RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ARCHITECT IN WRITING BEFORE PROCEEDING WITH WORK IN QUESTION OR RELATED WORK. ANY

DISCREPANCIES IN DRAWINGS SHALL BE BROUGHT TO THE A RCHITECT'S ATTENTION IN WRITING IMMEDIATELY.

B. ADDITIONAL INFORMATION, CLARIFICATIONS, OR SOLUT IONS TO PROBLEMS ARE TO BE PROVIDED BY THE ARCHITECT IN A WRITTEN RESPONSE TO A "REQUEST FOR INFORMATION" ISSUED BY THE CONTRACTOR. CONTRACTOR TO MAINTAIN AND REGULARLY ISSUE CURRENT RFI LOGS INDICATING STATUS OF EACH ITEM.

C. CONTRACTOR SHALL SUBMIT PROPOSED SOLUTION TO ISS UES PRESENTED IN RFI.

D. RFIs GENERATED BY SUBCONTRACTORS WILL BE REVIEWE D AND, IF POSSIBLE, ANSWERED DIRECTLY BY THE CONTRACTOR. A CONTRACTOR'S RFI SHALL BE

SUBMITTED IN THE CONTRACTOR'S SEPARATE FORMAT SHOULD REVIEW BY ARCHITECT BE REQUIRED. RFIs ARE TO BE NUMBERED CONSECUTIVELY.

E. SOLUTIONS DESCRIBED IN AN RFI SHALL NOT BE PERFO RMED UNTIL COST AND/OR SCHEDULE IMPACTS ARE QUANTIFIED BY THE CONTRACTOR. COST AND/OR SCHEDULE

IMPACTS ASSOCIATED WITH AN RFI RESPONSE ARE TO BE I SSUED AS A BULLETIN OR AS A CONTRACTOR-INITIATED CHANGE ORDER PROPOSAL. DO NOT PROCEED WITH WORK UNTIL SUCH PROPOSAL HAS BEEN ACCEPTED BY THE C LIENT.

F. WHEN RFIs ARE GENERATED AND RESPONDED TO DURING THE TIME THAT THE

CONTRACTOR'S BID PROPOSAL IS BEING PREPARED, WORK A SSOCIATED WITH THE RESPONSE SHALL BE INCLUDED IN SUCH PROPOSAL.

G. WHEN RFIs ARE GENERATED AFTER THE OWNER HAS RECE IVED THE CONTRACTOR'S

PROPOSAL, WORK ASSOCIATED WITH THE RESPONSE SHALL B E SUBJECT TO A REVISION TO THE CONTRACT AS APPROPRIATE.

H. THE ARCHITECT'S REVIEW PERIOD FOR AN RFI IS TO B E WITHIN A REASONABLE TIME FRAME AGREED UPON BY THE OWNER, ARCHITECT AND CONTRACTOR.

3.02 ARCHITECT'S SUPPLEMENTAL INSTRUCTIONS

THE ARCHITECT WILL ISSUE SUPPLEMENTAL INSTRUCTIONS AUTHORIZING MINOR

CHANGES IN THE WORK NOT INVOLVING ADJUSTMENT TO THE CONTRACT SUM OR CONTRACT TIME ON THE ARCHITECT'S CLARIFICATION FORM.

3.03 BULLETINS
A BULLETIN IS A CLIENT OR ARCHITECT-INITIATED CHANGE:

A. THE ARCHITECT WILL ISSUE A DETAILED DESCRIPTION OF THE PROPOSED CHANGES IN

THE WORK AS A BULLETIN THAT WILL INVOLVE A CHANGE I N CONTRACT SUM OR CONTRACT TIME.

B. WITHIN A REASONABLE TIME FRAME AGREED UPON BY TH E CLIENT, ARCHITECT AND

CONTRACTOR, THE CONTRACTOR WILL SUBMIT A DETAILED ESTIMATE OF COST AND

TIME RELATED TO THE WORK DESCRIBED IN THE BULLETIN WITH APPROPRIATE ACCOMPANYING INFORMATION.

C. WHEN REQUIRED BY THE SCHEDULE, THE BULLETIN WILL BE ISSUED BY THE

ARCHITECT AND APPROVED BY THE CLIENT AS A DIRECTIVE FOR THE WORK TO BE

PERFORMED, WITH FINAL COSTS TO BE DETERMINED AFTER THE WORK HAS COMMENCED. MAINTAIN DETAILED RECORDS ON A TIME AND MATERIALS BASIS OF THE WORK REQUIRED; SUBMIT AS BACK UP.

3.04 CHANGE ORDERS (CO)
A. UPON THE ARCHITECT'S RECOMMENDATION AND OWNER'S APPROVAL OF THE ITEM OF CHANGE, THE CONTRACTOR SHALL ISSUE A CHANGE ORDER USING AIA FORM G701 OR

THE CONTRACTOR'S ARCHITECT-APPROVED EQUIVALENT FOR SIGNATURE OF PARTIES AS PROVIDED FOR IN THE CONTRACT FOR CONSTRUCTION.

B. PROMPTLY REVISE THE SCHEDULE OF VALUES AND APPLI CATION FOR PAYMENT

FORMS TO RECORD EACH AUTHORIZED CHANGE ORDER AS A SEPARATE LINE ITEM AND ADJUST THE CONTRACT SUM AS SHOWN ON THE CHANGE ORDER.

C. PROMPTLY REVISE PROJECT SCHEDULE TO REFLECT ANY CHANGES IN CONTRACT TIME.

D. PROMPTLY ENTER CHANGES IN PROJECT DOCUMENTS.

E. WHEN LATENT OR UNFORESEEN CONDITIONS REQUIRE MOD IFICATION TO THE

CONTRACT, THE CONTRACTOR MAY PROPOSE CHANGES BY SUBMITTING A CHANGE ORDER PROPOSAL TO THE ARCHITECT. INCLUDE A DETAILED ESTIMATE OF COST AND TIME RELATED TO THE PROPOSED WORK.

F.

THE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK REQUIRING ADDITIONAL

COMPENSATION BEYOND THE CONTRACT AMOUNT WITHOUT AUTHORIZATION IN WRITING FROM THE ARCHITECT OR OWNER'S AGENT. FAILURE TO OBTAIN AUTHORIZATION SHALL INVALIDATE ANY CLAIM FOR ADDITIONAL COMPENSATION.

4.0 REFERENCE STANDARDS
A. FOR PRODUCTS SPECIFIED BY ASSOCIATION OR TRADE S TANDARDS, COMPLY WITH

REQUIREMENTS OF THE STANDARD, EXCEPT WHEN MORE STRICT REQUIREMENTS ARE SPECIFIED OR ARE REQUIRED BY APPLICABLE CODES.

B. THE APPLICABLE DATE OF THE STANDARD IS THAT IN E FFECT AS OF THE BID DATE, OR

DATE OF OWNER-CONTRACTOR AGREEMENT WHEN THERE ARE NO BIDS, EXCEPT WHEN A SPECIFIC BID IS SPECIFIED.

C. OBTAIN COPIES OF STANDARDS WHEN REQUIRED BY CONT RACT DOCUMENTS.

MAINTAIN COPY AT PROJECT SITE DURING PROGRESS OF THE SPECIFIC WORK.

5.0 DEFINITIONS
A. "SIMILAR" OR "SIM." MEANS COMPARABLE CHARACTERIS TICS FOR THE CONDITIONS NOTED. VERIFY DIMENSIONS AND ORIENTATION ON THE PLANS AND ELEVATIONS.

B. "ALIGN" MEANS TO ACCURATELY LOCATE FINISH FACES OF ITEMS NOTED IN THE SAME PLANE.

C. "TYPICAL" OR "TYP." MEANS FOR ALL SIMILAR CONDIT IONS, UNLESS OTHERWISE NOTED.

D. "FURNISH" MEANS TO SUPPLY AND DELIVER TO THE PRO JECT SITE, READY FOR UNLOADING, UNPACKING, ASSEMBLY, INSTALLATION, AND SIMILAR OPERATIONS.

E. "INSTALL" DESCRIBES OPERATIONS AT THE PROJECT SI TE INCLUDING ACTUAL

UNLOADING, TEMPORARY STORAGE, UNPACKING, ASSEMBLING, ERECTING, PLACING,

ANCHORING, APPLYING, WORKING TO DIMENSION, FINISHING, CURING, PROTECTING, CLEANING, AND SIMILAR OPERATIONS.

F. "PROVIDE" MEANS TO FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE.

G. "PROJECT SITE" IS THE SPACE AVAILABLE TO THE CON TRACTOR FOR PERFORMING

CONSTRUCTION ACTIVITIES, EITHER EXCLUSIVELY OR IN CONJUNCTION WITH OTHERS PERFORMING WORK AS PART OF THE PROJECT.

H. "TESTING AGENCIES" ARE INDEPENDENT ENTITIES ENGA GED TO PERFORM SPECIFIC

INSPECTIONS OR TESTS AND ISSUE REPORTS ASSOCIATED W ITH THOSE INSPECTIONS OR TESTS.

6.0 REGULATORY REQUIREMENTS
THE CONTRACTOR SHALL:

A. VERIFY APPLICABLE CODES AND REGULATIONS; BECOME COMPLETELY FAMILIAR WITH AND COMPLY WITH THEIR REQUIREMENTS.

B. ARRANGE FOR ALL REQUIRED REGULATORY INSPECTIONS AND APPROVALS.

C. COORDINATE ANY ITEMS REQUIRING SPECIAL INSPECTIO NS WITH THE ARCHITECT, CLIENT, AND / OR CERTIFIED TESTING AGENCY (AS APPLICABLE).

D. OBTAIN TEMPORARY AND FINAL CERTIFICATES OF OCCUP ANCY AS REQUIRED BY LOCAL AUTHORITIES.

7.0 PROJECT MEETINGS

THE CONTRACTOR SHALL PERFORM THE FOLLOWING RESPONSIBILITIES UNLESS OTHERWISE DIRECTED BY THE OWNER OR ARCHITECT:

A. HOLD A PRE-CONSTRUCTION CONFERENCE FOR CLARIFICA TION OF PROJECT RESPONSIBILITIES, INFORMATION, AND ADMINISTRATIVE ISSUES:

1. LISTS OF SUBCONTRACTORS

2. CURRENT PROJECT SCHEDULE

3. CRITICAL WORK SEQUENCING (INCLUDING ORDERING OF LONG LEAD TIME ITEMS

AND DELIVERIES)

4. RESPONSIBLE PERSONNEL AND CONTACTS

5. CONTRACT MODIFICATION PROCEDURES

6. PROCEDURES FOR MAINTAINING PROJECT RECORD DOCUME NTS

7. USE OF PROJECT SITE

8. EXISTING CONDITIONS

9. PROCEDURES FOR APPLICATION FOR PAYMENT

10. DISTRIBUTION OF RFI AND SUBMITTALS

11. REVIEW OF OTHER SPEC REQUIREMENTS
B.

DURING CONSTRUCTION, SCHEDULE, PREPARE AGENDA FOR, AND RUN WEEKLY

PROJECT MEETINGS TO REVIEW WORK PROGRESS AND TO EXCHANGE INFORMATION THAT AIDS THE FLOW OF WORK. REVIEW RFIs, NEW ISSUES, SUBMITTALS, CHANGE ORDERS AND UPDATED PROJECT SCHEDULES AND BUDGET.

C. RECORD AND DISTRIBUTE MEETING MINUTES WITHIN THR EE DAYS OF DATE OF MEETING.

D. ATTENDANCE: AS APPROPRIATE TO AGENDA TOPICS.

8.0 SUBMITTALS

PROJECT SUBMITTALS TO THE ARCHITECT BY THE CONTRACTOR ARE REQUIRED IN

ORDER TO DEMONSTRATE UNDERSTANDING OF THE WORK DOCUMENTED AND REQUIRED. CONTRACTOR IS RESPONSIBLE FOR ENSURING THEY ARE CLEAR, CONCISE AND REPRESENTATIVE OF SUCH UNDERSTANDING. CONTRACTOR SHALL:

A. REVIEW THE SUBMITTALS AND, IF THEY ARE FOUND TO BE PROPER, APPROVE THEM BEFORE SUBMITTING TO THE ARCHITECT.

B. TRANSMIT EACH ITEM WITH APPROPRIATE PROJECT IDEN TIFICATION, SUBCONTRACTOR AND MAJOR SUPPLIER NOTED. NUMBER ITEM PREFIXED WITH APPROPRIATE SPECIFICATION SECTION.

C. SUBMIT INITIAL CONSTRUCTION SCHEDULES (BAR CHART FORMAT), PRODUCT LIST AND SCHEDULE OF VALUES IN DUPLICATE WITHIN 5 DAYS AFTER NOTICE TO PROCEED HAS BEEN GIVEN. IDENTIFY ALL LONG LEAD TIME ITEMS ON SCHEDULE AND ASSOCIATED

DATES THAT THEY WILL NEED TO BE ORDERED, GIVING ADE QUATE TIME ALLOWANCES FOR THE SUBMITTAL PROCESS TO OCCUR. AFTER REVIEW B Y ARCHITECT, REVISE AND RESUBMIT AS REQUIRED. SUBMIT REVISED SCHEDULES WITH EACH APPLICATION FOR PAYMENT REFLECTING CHANGES SINCE PREVIOUS SUBMITTAL.

D. COORDINATE SUBMITTAL TRANSMITTAL, REVIEW AND DIS TRIBUTION TO AVOID DELAY OF WORK.

E. WHEN REQUIRED IN INDIVIDUAL SPECIFICATION SECTIO NS, SUBMIT:

1. SHOP DRAWINGS: IN ELECTRONIC FORMAT.

2. PRODUCT DATA: IN ELECTRONIC FORMAT. INCLUDE INF ORMATION ON MATERIALS,

DIMENSIONS, HARDWARE AND PREPARATION, FIRE-RESISTIV E INFORMATION AND

OTHER INFORMATION NECESSARY TO EVALUATE COMPLIANCE WITH THE INTENT OF THE CONSTRUCTION DOCUMENTS.

3. SAMPLES: FOUR SETS OF ITEMS AS REQUIRED IN THE I NDIVIDUAL SECTIONS.

4. MANUFACTURER'S CERTIFICATES: WHERE STANDARD TEST S ARE SPECIFIED FOR

PRODUCTS OR EQUIPMENT, WHICH TESTS ARE NOT TO BE DONE AT THE PROJECT SITE, FOLLOW PROCEDURES FOR PRODUCT DATA.

5. MOCK UPS: COMPLETE, FULL-SCALE MOCK UP OF ASSEMB LY AT PROJECT SITE TO ESTABLISH STANDARD OF QUALITY; AS REQUIRED IN THE INDIVIDUAL SECTIONS.

F. ARCHITECT SHALL REVIEW EACH SUBMITTAL AND RETURN IT WITHIN TEN WORKING

DAYS OR ANOTHER MUTUALLY-AGREED UPON TIME FRAME, WITH APPROPRIATE ACTION NOTED. ARCHITECT'S REVIEW IS FOR GENERAL CONFORMANCE ONLY AND

DOES NOT RELIEVE THE CONTRACTOR FROM FULL COMPLIANCE WITH THE CONTRACT DOCUMENTS.

G. THE CONTRACTOR SHALL MAINTAIN AND REGULARLY ISSU E SUBMITTAL LOGS INDICATING STATUS OF EACH ITEM. CONTRACTOR TO COMMUNICATE RELATIVE PRIORITY OF RESPONSES NEEDED AT REGULAR CONSTRUCTION MEETINGS.

H.

THE CONTRACTOR SHALL NOT BE RELIEVED OF ANY CONTRACT RESPONSIBILITY

RESULTING FROM HUNTSMAN ARCHITECTURAL GROUP'S FAILURE TO DETECT SHOP DRAWING ERRORS AND OMISSIONS IN CONFLICT WITH THE CONTRACT DOCUMENTS.

9.0 QUALITY CONTROL
THE CONSTRACTOR SHALL:

A. MAINTAIN QUALITY CONTROL OVER SUPPLIERS, MANUFAC TURERS, PRODUCTS,

SERVICES, SITE CONDITIONS AND WORKMANSHIP TO PRODUCE WORK OF SPECIFIED QUALITY.

B. COMPLY WITH INDUSTRY STANDARDS EXCEPT WHEN MORE RESTRICTIVE

TOLERANCES OR SPECIFIED REQUIREMENTS INDICATE MORE RIGID STANDARDS OR MORE PRECISE WORKMANSHIP.

C. SECURE PRODUCTS IN PLACE WITH POSITIVE ANCHORAGE DEVICES DESIGNED AND SIZED TO WITHSTAND STRESSES, VIBRATION AND RACKING. MEET OR EXCEED REQUIREMENTS SET FORTH BY STRUCTURAL ENGINEER AND/OR BUILDING CODES.

D. COMPLY WITH MANUFACTURER'S INSTRUCTIONS IN FULL DETAIL, INCLUDING EACH STEP IN SEQUENCE. SHOULD INSTRUCTIONS CONFLICT WITH CONTRACT DOCUMENTS, REQUEST CLARIFICATION FROM ARCHITECT IN WRITING BEFORE PROCEEDING.

E. MANUFACTURER'S FIELD SERVICES: IF SPECIFIED IN I NDIVIDUAL SPECIFICATION

SECTIONS, REQUIRE SUPPLIER OR MANUFACTURER TO PROVIDE QUALIFIED

PERSONNEL TO OBSERVE FIELD CONDITIONS, CONDITIONS OF SURFACES AND

INSTALLATION, QUALITY OF WORKMANSHIP, START UP OF E QUIPMENT, TEST, ADJUST

AND BALANCE OF EQUIPMENT AS APPLICABLE, AND TO MAKE APPROPRIATE RECOMMENDATIONS. SUBMIT WRITTEN REPORT FOR REVIEW.

10.0 MATERIALS AND EQUIPMENT
A. PRODUCTS INCLUDING MATERIAL, EQUIPMENT AND SYSTE MS SHALL COMPLY WITH

PROJECT SPECIFICATIONS AND REFERENCED STANDARDS AS MINIMUM REQUIREMENTS.

B. COMPONENTS TO BE SUPPLIED WITHIN A SPECIFICATION SECTION SHALL BE THE SAME, AND SHALL BE INTERCHANGEABLE.

C. ALL PRODUCTS AND MATERIALS ARE TO BE NEW; DO NOT REUSE MATERIALS AND

EQUIPMENT FROM EXISTING SPACE, EXCEPT AS SPECIFICALLY REQUIRED OR ALLOWED BY THE CONTRACT DOCUMENTS.

D. PROMPTLY INSPECT SHIPMENTS TO ASSURE THAT PRODUC TS COMPLY WITH THE REQUIREMENTS, THAT QUANTITIES ARE CORRECT, AND PRODUCTS ARE UNDAMAGED.

E. STORE PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

F. PRODUCTS ARE SPECIFIED IN THE PROJECT SPECIFICAT IONS OR ELSEWHERE IN THE DRAWINGS OR PROJECT DOCUMENTS BY:

1. REFERENCE STANDARD BY DESCRIPTION ONLY - SELECT A NY PRODUCT MEETING THOSE STANDARDS.

2. NAMING ONE OR MORE MANUFACTURERS WITH A PROVISIO N FOR SUBSTITUTIONS -

SUBMIT A REQUEST FOR SUBSTITUTION FOR A MANUFACTURER NOT SPECIFICALLY IDENTIFIED IN THE SPECIFICATION.

3. NAMING SEVERAL MANUFACTURERS - PRODUCTS OF NAMED MANUFACTURERS MEETING SPECIFICATIONS ONLY. NO OPTIONS, NO SUBSTITUTIONS ALLOWED.

4. NAMING ONLY ONE MANUFACTURER - NO OPTIONS OR SUBS TITUTIONS ALLOWED.

5. CONTRACTOR'S OPTION - CHOICE OF PRODUCTS OF NAMED MANUFACTURERS BY CONTRACTOR. NO CHANGE IN CONTRACT SUM OR CONTRACT TIME ALLOWED.

6. SUBSTITUTION - PER SUBSTITUTION PROCESS.

11.0 CONTRACT CLOSEOUT
A. COMPLY WITH THE PROCEDURES STATED IN THE OWNER-C ONTRACTOR AGREEMENT

FOR ISSUANCE OF THE CERTIFICATE OF SUBSTANTIAL COMPLETION, INCLUDING PREPARATION OF FINAL PUNCH LISTS.

B. WHEN CONTRACTOR CONSIDERS WORK HAS REACHED FINAL COMPLETION, NOTIFY

THE ARCHITECT IN WRITING THAT THE CONTRACT DOCUMENTS HAVE BEEN REVIEWED,

THE WORK HAS BEEN INSPECTED, AND THE WORK IS COMPLE TE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND READY FOR FINAL REVIEW FOR COMPLETION.

C. UPON COMPLETION OF THE WORK, OR SHORTLY BEFORE, THE CONTRACTOR SHALL

PREPARE AND SUBMIT TO THE ARCHITECT A COMPREHENSIVE LIST OF ITEMS TO BE COMPLETED OR CORRECTED (PUNCH LIST).

D. IN ADDITION TO THE SUBMITTALS REQUIRED BY THE CO NTRACT, PROVIDE SUBMITTALS

REQUIRED BY GOVERNING AUTHORITIES, AND SUBMIT A FINAL STATEMENT OF

ACCOUNTING GIVING TOTAL ADJUSTED CONTRACT SUM, PREVIOUS PAYMENTS, AND SUM REMAINING DUE.

E. CONTRACTOR WILL ISSUE A FINAL CHANGE ORDER REFLE CTING APPROVED ADJUSTMENTS TO CONTRACT SUM NOT PREVIOUSLY MADE BY CHANGE ORDER.

F. THE CONTRACTOR SHALL PERFORM FINAL CLEANING PRIO R TO FINAL REVIEW.

G. THE CONTRACTOR SHALL FURNISH AS-BUILT RECORD DOCUMENTS AND PRODUCT INFORMATION AND OPERATION MANUALS IN PDF FORMAT TO ARCHITECT AND OWNER.

IN ADDITION, CONTRACTOR SHALL PROVIDE THE OWNER WIT H THREE BOUND SETS OF

PRODUCT INFORMATION FOR ALL MATERIALS, FINISHES, EQUIPMENT, AND FIXTURES

INCLUDING ALL WARRANTY INFORMATION, MAINTENANCE PROCEDURES, AS WELL AS

PRODUCT DATA AND OPERATION MANUALS PROVIDED BY EQUIPMENT MANUFACTURER.

H. SUBMIT TO OWNER CONSENT OF SURETY TO FINAL PAYM ENT AND EVIDENCE OF FINAL

CONTINUING INSURANCE COVERAGE FOR A PERIOD OF A MINIMUM OF ONE YEAR

BEYOND DATE OF FINAL COMPLETION (OR GREATER IF REQUIRED BY OWNER - ARCHITECT AGREEMENT). ARRANGE FOR SYSTEMS DEMONSTRATION AND

INSTRUCTION OF SYSTEMS OPERATION, ADJUSTMENT AND MAINTENANCE AS APPLICABLE TO OWNER'S DESIGNATED PERSONNEL.

I. ARCHITECT AND CLIENT TO REVIEW FOR FINAL COMPLET ION AND PROCESS FINAL APPLICATION FOR PAYMENT IF ACCEPTABLE.

12.0 PROJECT CLOSEOUT AND RECORD DOCUMENTS

PRIOR TO FINAL REVIEW OF WORK AND SUBMISSION OF FIN AL APPLICATION FOR PAYMENT, SUBMIT THE FOLLOWING:

A. CONTRACT DOCUMENTS (IN ELECTRONIC FORMAT) LABELE D AS "PROJECT RECORD".

1. ARCHITECT TO FURNISH TO CONTRACTOR ELECTRONIC BA CKGROUNDS OF DRAWINGS FOR PREPARATION OF RECORD DOCUMENTS.

2. CLEARLY NOTE ALL ADDENDA, CHANGE ORDERS AND OTHE R CONTRACT

MODIFICATIONS ON RECORD COPIES

3. SUBMIT TO ARCHITECT IN ELECTRONIC FORMAT WITH TW O FULL-SIZE HARD COPIES.

B. SUBMITTALS: SUBMIT TO OWNER ONE SET (NOTEBOOK-ST YLE).

C. SUPPLIERS/SUBCONTRACTOR'S LIST: PROVIDE A LIST O F ALL SUPPLIERS AND SUBCONTRACTORS INVOLVED WITH THE WORK.

D. WARRANTIES AND BONDS: PROVIDE DUPLICATE, NOTARIZ ED COPIES OF ALL WARRANTIES AND BONDS (NOTEBOOK-STYLE).

E. OPERATIONS AND MAINTENANCE DATA & MANUALS: SUBMI T THREE SETS (NOTEBOOK STYLE) PRIOR TO FINAL REVIEW OF WORK.

1. ALL FINISHES

2. ALL APPLIANCES

3. MECHANICAL EQUIPMENT AND CONTROLS - DIVISION 15

4. ELECTRICAL EQUIPMENT AND CONTROLS - DIVISION 16

5. OTHER PRODUCTS OR EQUIPMENT REQUIRING ONGOING MA INTENANCE.

F. PERMITS, INSPECTIONS, AND FIELD TEST REPORTS: ON E SET G. MAINTENANCE MATERIAL: PROVIDE PRODUCTS, SPARE PA RTS, AND MAINTENANCE

MATERIALS IN QUANTITIES SPECIFIED IN EACH SECTION, IN ADDITION TO THAT USED FOR CONSTRUCTION OF WORK. COORDINATE WITH OWNER, DE LIVER TO PROJECT SITE, STORE WHERE DESIGNATED, AND OBTAIN RECEIPT. S UBMIT MAINTENANCE STANDARDS SCHEDULED.

H. LOCKS AND KEYING: PROVIDE CHANGE OVER TO PERMANE NT LOCKS AND DELIVER PERMANENT KEYS TO OWNER PER BUILDING REQUIREMENTS.

CREATED:

PLOTTED:

PROJECT:

Huntsman Architectural Group
50 California Street Seventh Floor San Francisco CA 94111 T
All drawings and written material appearing herein constitute the original and unpublished work of the architect and may not be duplicated, used or disclosed without the prior written consent of the architect. © 2017 Huntsman Architectural Group
FILE:
# DATE ISSUE BY / CHECK
WWW.HUNTSMANAG.CO
M
415.394.1212 F 415.394.1222

STAFF RESTROOM REMODEL
C:\REVIT\temp\15041-08-Staff RR Remodel_CEN_R20_mdr.rvt 10/6/2020 3:30:47 PM
A-020

SPECIFICATIONS
10/02/09
15041.08

SAN MATEO CITY HALL
330 W. 20TH AVE. SAN MATEO, CA 94402

08.20.20 ISSUE FOR REVIEW

09.24.20 95% CD'S
1 10.07.20 PLAN CHECK RESPONSE
198 of 250
PART 2: PROJECT SITE PROCEDURES
IN ADDITION TO PART 1, THE FOLLOWING INFORMATION AND PROCEDURES ARE TO BE

APPLIED BY THE CONTRACTOR AT THE PROJECT SITE IN THE EXECUTION OF THE WORK DESCRIBED IN THE CONSTRUCTION DOCUMENTS:

1.0 SITE REVIEW/PROJECT CONDITIONS
A. THE GENERAL CONTRACTOR AND EACH TRADE IS RESPONS IBLE FOR REVIEWING AND

COORDINATING ALL NEW WORK WITH ALL EXISTING CONDITI ONS AND WITH ALL OTHER TRADES.

B. NO MODIFICATIONS TO THE CONTRACT WILL BE ISSUED FOR:

1. CONDITIONS OR CONFLICTS THAT COULD HAVE BEEN ACC OUNTED FOR BY THE BIDDER DURING THE BID FIELD INSPECTION.

2. CONDITIONS OR CONFLICTS THAT COULD HAVE BEEN RES OLVED OR

COORDINATED BY THE CONTRACTOR AND EACH TRADE AFTER THE AWARD OF THE CONTRACT.

2.0 CONSTRUCTION FACILITIES/TEMPORARY CONTROLS
A. PROVIDE TELEPHONE, FAX AND EMAIL SERVICES FOR CO MMUNICATIONS WITH PROJECT TEAM.

B. PROVIDE TEMPORARY ELECTRICAL SERVICE REQUIRED FO R CONSTRUCTION

OPERATIONS, WITH BRANCH WIRING AND DISTRIBUTION BOX ES LOCATED TO ALLOW SERVICE AND LIGHTING BY MEANS OF CONSTRUCTION-TYPE POWER CORDS.

C. PERMANENT LIGHTING MAY BE USED DURING CONSTRUCTI ON; PROVIDE TEMPORARY LIGHTING IF NECESSARY.

D. PROVIDE TEMPORARY HVAC AS REQUIRED TO MAINTAIN R EQUIRED CONDITIONS FOR

CONSTRUCTION OPERATIONS, AND TO PROTECT MATERIALS AND FINISHES FROM DAMAGE DUE TO TEMPERATURE OR HUMIDITY.

E. PRIOR TO OPERATION OF PERMANENT HVAC FACILITIES FOR TEMPORARY PURPOSES,

VERIFY THAT INSTALLATION IS APPROVED FOR OPERATION, AND THAT FILTERS ARE IN PLACE. PROVIDE AND PAY FOR OPERATION, MAINTENANCE, UTILITIES, AND REPLACEMENT PARTS PRIOR TO SUBSTANTIAL COMPLETION.

F. PROVIDE VENTILATION OF ENCLOSED AREAS TO CURE MA TERIALS, DISPERSE HUMIDITY, AND PREVENT ACCUMULATIONS OF DUST, FUMES AND VAPORS.

G. MAINTAIN EXISTING SANITARY FACILITIES AND ENCLOS URES. CONTRACTOR SHALL PROVIDE PROTECTION TO ALL EXISTING FINISHES IN THE RESTROOMS. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED THEREIN DURING CONSTRUCTION, AS DIRECTED BY THE ARCHITECT. IF BUILDING MANAGEMENT REQUIRES, PROVIDE TEMPORARY SANITARY FACILITIES.

H. COMPLY FULLY WITH REQUIREMENTS OF LOCAL FIRE DEP ARTMENT AND INSURANCE AUTHORITIES. PROVIDE TEMPORARY FIRE PROTECTION REQUIRED DURING CONSTRUCTION.

I. MAINTAIN APPROVED FIRE EXTINGUISHERS THROUGHOUT CONSTRUCTION AREA PER LOCAL CODE REQUIREMENTS.

J. STORE VOLATILE LIQUIDS OUTSIDE CONSTRUCTION AREA IN WELL-VENTILATED AREAS PER LOCAL CODE REQUIREMENTS.

K. PROVIDE TEMPORARY BARRICADES AND PROCEDURES AS R EQUIRED TO PREVENT

PUBLIC ENTRY TO CONSTRUCTION AREAS, TO PROVIDE FOR OWNER'S ACCESS TO

THE SITE, AND TO PROTECT EXISTING FACILITIES AND ADJACENT PROPERTIES FROM CONSTRUCTION OPERATIONS.

L. PROVIDE TEMPORARY WEATHER-TIGHT CLOSURES OF OPEN INGS IN EXTERIOR

SURFACES TO PROVIDE ACCEPTABLE WORKING CONDITIONS A ND PROTECTION FOR

MATERIALS, TO ALLOW FOR TEMPORARY HEATING, AND TO P REVENT ENTRY OF UNAUTHORIZED PERSONS. PROVIDE DOORS WITH SELF-CLOSING HARDWARE AND LOCKS.

M. PROVIDE TEMPORARY PROTECTION FOR INSTALLED PRODUCTS. CONTROL TRAFFIC IN IMMEDIATE AREA TO MINIMIZE DAMAGE. ALL ENTRIES TO BE SECURED AND LOCKED AT THE END OF EACH DAY. CONTRACTOR TO TAKE CARE TO NOT ALLOW UNAUTHORIZED ENTRY ON THE JOBSITE.

N. CONTROL ACCUMULATION OF WASTE MATERIALS AND RUBB ISH; PERIODICALLY DISPOSE OF OFF-SITE. JOB SITE TO BE BROOM CLEANED A T THE END OF EACH DAY.

O. OFFICE (AS APPLIES): WEATHER-TIGHT, WITH LIGHTIN G, ELECTRICAL OUTLETS, HVAC, AND FURNITURE. PROVIDE SPACE FOR PROJECT MEETINGS W ITH SEATING TO ACCOMMODATE UP TO TEN PERSONS.

3.0 SELECTIVE DEMOLITION
A. THE SCOPE OF DEMOLITION IS DEFINED IN THE SPECIF ICATIONS IN CONJUNCTION

WITH THE DEMOLITION PLAN, WHICH INDICATES SPECIFIC COMPONENTS TO BE SALVAGED, PROTECTED, AND STORED. DRAWINGS REFLECT A PPROXIMATE EXTENT OF EXISTING TENANT CONSTRUCTION EITHER TO REMAIN OR BE DEMOLISHED.

CONTRACTOR IS RESPONSIBLE FOR TOURING ALL LEVELS OF THE EXISTING SPACE TO DETERMINE EXISTING CONDITIONS.

B. CONTRACTOR TO MAKE APPROPRIATE INVESTIGATION OF ELEMENTS BEING REMOVED BEFORE ACTUAL DEMOLITION. THE MEANS AND METHODS, ALONG WITH THE RESULTS, ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

C. DURING DEMOLITION, ALL STRUCTURES, FURNISHINGS, FINISHES, ETC. WHICH ARE

NOT TO BE REMOVED OR ARE TO BE SALVAGED SHOULD BE CAREFULLY PROTECTED FROM DAMAGE. DAMAGE TO THE EXISTING ITEMS OR SURFACES THAT REMAIN

SHALL BE REFINISHED, REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER, BUILDING MANAGEMENT AND ARCHITECT AT NO ADDITIONAL COST.

D. DURING REMOVAL OF ITEMS INDICATED TO BE SALVAGED , PROTECTION AND CAUTION SHALL BE USED TO ELIMINATE THE POSSIBILITY OF DAMAGE TO SUCH ITEMS. ALL ITEMS OF EXISTING EQUIPMENT, MATERIALS, FIXTURES, ETC. SHALL REMAIN THE PROPERTY OF THE OWNER. ALL SALVAGED AND/OR REUSABL E ITEMS SALVAGED

DURING DEMOLITION OPERATIONS SHALL BE REMOVED AND RETAINED FOR LATER REINSTALLATION. ITEMS REVIEWED AND REJECTED BY THE OWNER OR ARCHITECT SHALL BE DISPOSED OF BY THE CONTRACTOR.

E. PROVIDE ALL DEMOLITION REQUIRED FOR REMOVAL OF SYSTEMS, MATERIALS AND

EQUIPMENT MADE OBSOLETE BY THIS PROJECT AS INDICATED BY THE CONTRACT DOCUMENTS.

F. FIELD VERIFY ALL CONDITIONS AND DIMENSIONS AND N OTIFY ARCHITECT IN WRITING OF ANY DEVIATION BEFORE PROCEEDING WITH DEMOLITION.

G. THE CONTRACTOR SHALL PROVIDE THE MEANS AND METHO DS TO MAINTAIN APPROPRIATE VENTILATION, LIGHTING AND SAFETY, ETC. THROUGHOUT THE DEMOLITION PROCESS. CONTRACTOR TO VERIFY/COORDINATE WITH BUILDING MANAGEMENT ALL MEANS AND METHODS.

H. ANY DEMOLITION OR REMOVAL INDICATED IS SHOWN IN GENERAL TO PROVIDE THE

EXTENT OF DEMOLITION AND IS NOT TO BE CONSIDERED RECORD DRAWINGS OF EXISTING CONDITIONS.

I. THE CONTRACTOR SHALL SUBMIT A SCHEDULE OF METHOD S AND OPERATIONS OF DEMOLITION FOR THE OWNER'S REVIEW FOR ALL DEMOLITIO N AND REMOVAL WORK.

INCLUDE IN THE SCHEDULE THE COORDINATION REQUIRED WITH THE BUILDING

MANAGEMENT, ALL TRADES FOR SHUTOFF, CAPPING OR REROUTING OF UTILITIES,

THE CONSTRUCTION OF ANY TEMPORARY UTILITY LINES, AND PROTECTIVE MEASURES.

J. PRIOR TO DEMOLITION AND BEFORE SUBMISSION OF PRO POSED METHODS AND

SEQUENCES OF OPERATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN

FOR REFERENCE ANY EXISTING RECORD DRAWINGS AND TO CONDUCT ANY

APPROPRIATE FIELD TESTING TO DETERMINE THE NATURE OF THE WORK TO BE REMOVED.

K. THE OWNER ASSUMES NO RESPONSIBILITY FOR THE ACTU AL CONDITION OF STRUCTURES TO BE DEMOLISHED. CONDITIONS EXISTING AT THE TIME OF

INSPECTION FOR BIDDING PURPOSES WILL BE MAINTAINED BY THE OWNER INSOFAR AS FEASIBLE. HOWEVER, VARIATIONS WITHIN THE STRUCT URE MAY OCCUR BY THE

OWNER'S REMOVAL AND SALVAGE OPERATIONS PRIOR TO THE START OF DEMOLITION WORK.

L. SELECTIVE DEMOLITION DEFINITIONS:

1. REMOVE: REMOVE AND LEGALLY DISPOSE OF ITEMS EXCE PT THOSE INDICATED TO BE REINSTALLED, SALVAGED, OR TO REMAIN THE OWNER'S PROPERTY.

2. REMOVE AND SALVAGE: ITEMS TO REMAIN THE OWNER'S PROPERTY. REMOVE, CLEAN AND PACK OR CRATE ITEMS TO PROTECT AGAINST DAMAGE. IDENTIFY

CONTENTS OF CONTAINER AND DELIVER TO OWNER'S DESIGNATED STORAGE LOCATION.

3. REMOVE AND REINSTALL/REMOVE AND RELOCATE: REMOVE ITEMS INDICATED; CLEAN, SERVICE, AND OTHERWISE PREPARE THEM FOR REUS E; STORE AND PROTECT AGAINST DAMAGE. REINSTALL ITEMS IN THE SAME LOCATIONS OR RELOCATE AS INDICATED ON THE DRAWINGS.

4. EXISTING TO REMAIN: PROTECT CONSTRUCTION INDICA TED TO REMAIN AGAINST DAMAGE AND SOILING DURING SELECTIVE DEMOLITION. WHEN PERMITTED BY THE

ARCHITECT, ITEMS MAY BE REMOVED TO A SUITABLE, PROTECTED STORAGE

LOCATION DURING DEMOLITION AND THEN CLEANED AND REINSTALLED IN THEIR ORIGINAL LOCATIONS.

M. DEMOLISHED MATERIALS NOT SCHEDULED FOR SALVAGE OR REUSE ARE TO BE DISPOSED OF BY THE CONTRACTOR.

N. DEMOLISH AND REMOVE EXISTING CONSTRUCTION ONLY T O THE EXTENT REQUIRED BY NEW CONSTRUCTION. NEATLY CUT OPENINGS AND HOLES PLUMB, SQUARE AND TRUE TO DIMENSIONS REQUIRED. USE CUTTING METHODS LEAST LIKELY TO DAMAGE EXISTING CONSTRUCTION TO REMAIN.

O. DEMOLITION OPERATIONS ARE TO ACCOUNT FOR ANY CONTINUING OCCUPATION OF PORTIONS OF EXISTING BUILDING. PROVIDE NOT LESS THAN 72 HOURS NOTICE TO OWNER OF ACTIVITIES THAT WILL AFFECT OWNER'S OPERATIONS. MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN IN SERVICE; PROTECT AGAINST DAMAGE.

P. IMMEDIATELY NOTIFY THE OWNER IF ANY MATERIALS SU SPECTED TO CONTAIN ASBESTOS, LEAD, OR OTHER HAZARDOUS MATERIALS ARE ENCOUNTERED: DO NOT DISTURB THE MATERIALS.

Q. WHEN UNANTICIPATED MECHANICAL, ELECTRICAL, OR ST RUCTURAL ELEMENTS THAT

CONFLICT WITH THE INTENDED LAYOUT ARE ENCOUNTERED, INVESTIGATE, MEASURE THE CONDITION AND SUBMIT DOCUMENTATION TO THE ARCHITECT FOR REVIEW.

R. SWEEP THE JOBSITE BROOM-CLEAN UPON COMPLETION OF DEMOLITION.

S. SUBMITTALS (SUBJECT TO REVIEW AND APPROVAL BY BU ILDING MANAGEMENT):

1. PROPOSED DUST CONTROL MEASURES

2. PROPOSED NOISE CONTROL MEASURES

3. SCHEDULE OF SELECTIVE DEMOLITION ACTIVITIES INCL UDING START AND END

TIMES AND DATES, INTERRUPTION OF UTILITY SERVICES, COORDINATION FOR SHUTOFF, CAPPING AND CONTINUATION OF UTILITY SERVICES.

4. LOCATIONS OF TEMPORARY PARTITIONS AND MAINTENANC E OF MEANS OF EGRESS AND LIFE SAFETY SYSTEMS.

5. INVENTORY OF ITEMS TO BE REMOVED AND SALVAGED.

6. RECORD DRAWINGS PER CONTRACT CLOSEOUT PROCEDURES .

4.0 CUTTING AND PATCHING
A. COORDINATE ALL CUTTING AND PATCHING ACTIVITIES W ITH OWNER AND BUILDING MANAGEMENT PRIOR TO COMMENCING WORK.

B. DO NOT CUT AND PATCH STRUCTURAL ELEMENTS. WHERE CUTTING AND PATCHING

INVOLVES ADDING REINFORCEMENT TO STRUCTURAL ELEMENTS, SUBMIT DETAILS AND

ENGINEERING CALCULATIONS SHOWING INTEGRATION OF REINFORCEMENT WITH THE ORIGINAL STRUCTURE (IF NOT ALREADY INDICATED ON THE DRAWINGS).

C. PROVIDE SHORING SUPPORTS TO ASSURE STRUCTURAL IN TEGRITY OF SURROUNDINGS; PROTECT OTHER PORTIONS OF WORK FROM DAMAGE DURING CUTTING AND PATCHING PROCEDURES.

D. DO NOT CUT AND PATCH OPERATING ELEMENTS OR RELAT ED COMPONENTS IN A

MANNER THAT WOULD RESULT IN REDUCING THEIR CAPACITY TO PERFORM AS INTENDED.

E. AVOID CUTTING EXISTING PIPE, CONDUIT OR DUCTWORK SERVING THE BUILDING BUT

SCHEDULED TO BE REMOVED OR RELOCATED UNTIL PROVISIONS HAVE BEEN MADE TO BYPASS THEM.

F. EXECUTE CUTTING AND PATCHING WORK BY METHODS TO AVOID DAMAGE TO OTHER

WORK, AND WHICH WILL PROVIDE PROPER SURFACES TO REC EIVE PATCHING AND FINISHING.

G. CUT RIGID MATERIALS USING MASONRY SAW OR CORE DR ILL. PNEUMATIC TOOLS ARE NOT ALLOWED WITHOUT APPROVAL BY OWNER AND BUILDING MANAGEMENT. CUT IN ACCURATELY LOCATED, STRAIGHT LINES. WHERE EXISTING PIPING AND OTHER

SIMILAR ITEMS ARE UNDER EXISTING SLABS, EXERCISE CARE TO PROTECT FROM DAMAGE.

H. AT ALTERED CONSTRUCTION, REPAIR CUT EDGES, REPLA CE CONSTRUCTION AND FIT NEW TO EXISTING CONSTRUCTION AS REQUIRED TO MATCH EXISTING WORK. RESTORE CUTTING AND PATCHING WORK WITH MATERIALS IDENTICAL TO EXISTING MATERIALS.

FOR CONTINUOUS SURFACES, REFINISH TO NEAREST BREAK IN SURFACES, CORNER, OR OTHER BREAK IN CONSTRUCTION FOR A NEAT, FINISHED APPEARANCE; FOR AN ASSEMBLY, REFINISH ENTIRE UNIT. USE MATERIALS WHOSE INSTALLED PERFORMANCE WILL EQUAL OR SURPASS THAT OF EXISTING MATERIALS.

I. FIT WORK AIRTIGHT TO PIPES, SLEEVES, DUCTS, COND UIT, AND OTHER PENETRATIONS THROUGH SURFACES.

J. AT PENETRATIONS OF FIRE-RATED PARTITION, FLOOR O R CEILING CONSTRUCTION,

COMPLETELY SEAL VOIDS WITH FIRE-RATED SAFING INSULA TION MATERIAL THE FULL

THICKNESS OF THE PENETRATED ELEMENT IN SUCH A MANNER AS TO MAINTAIN THE INTEGRITY OF THE FIRE-RATED ASSEMBLY.

K. THE CONTRACTOR SHALL PATCH AND REPAIR ALL FIRE-P ROOFING DAMAGE INCURRED

DURING DEMOLITION AND/OR CONSTRUCTION TO MAINTAIN INTEGRITY OF EXISTING FIRE RATING. THE CONTRACTOR SHALL SIMILARLY PATCH ANY EXISTING CONDITIONS

OF FIREPROOFING THAT NEED PATCHING OR REPAIR IN ORDER TO ACHIEVE OR MAINTAIN THE CONSTRUCTION'S REQUIRED RATING.

L. CONTRACTOR SHALL FIREPROOF AS REQUIRED BY CODE A LL NEW PENETRATIONS GENERATED BY THE WORK DESCRIBED IN THESE DOCUMENTS.

5.0 CONSTRUCTION WASTE MANAGEMENT
A. COMPLY WITH REQUIREMENTS OF THE CALGREEN CODE OR LOCAL WASTE

ORDINANCE, WHICHEVER IS STRICTER FOR CONSTRUCTION W ASTE RECYCLING AND DISPOSAL.

THE DESIGN-BUILD APPROACH TO BUILDING SYSTEMS FOR THE PROJECT WORK APPLIES

ONLY AS DIRECTED BY THE ARCHITECT AND WHEN NO ENGINEERING IS PROVIDED OTHERWISE AS A PART OF THESE DOCUMENTS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING DESIGN-BUILD

SERVICES FOR THE FOLLOWING BUILDING SYSTEMS AS IT R ELATES TO THE SCOPE SHOWN IN THE DRAWINGS:

MECHANICAL (WHEN NO ENGINEERING IS PROVIDED)

ELECTRICAL (WHEN NO ENGINEERING IS PROVIDED)

PLUMBING (WHEN NO ENGINEERING IS PROVIDED)

LIFE-SAFETY

SPRINKLERING
B. THE CONTRACTOR SHALL REVIEW THE EXISTING CONDITI ONS OF THESE BASE

BUILDING SYSTEMS AND PROVIDE MODIFICATIONS AS REQUIRED FOR CODE- COMPLIANT, FULLY FUNCTIONING SYSTEMS.

C. DESIGN / BUILD SUBCONTRACTOR SHALL REVIEW THE SC OPE OF WORK PROPOSED

HEREUNDER AND SHALL REVIEW THE BUILDING'S SMOKE MANAGEMENT / CONTROL SYSTEM AND / OR FIRE LIFE-SAFETY SYSTEM REPORT(S). DESIGN / BUILD

SUBCONTRACTOR SHALL PROVIDE A SYSTEMS DESIGN THAT IS COORDINATED WITH

OTHER DISCIPLINES SO AS TO EITHER COMPLY WITH OR NO T TO ADVERSELY AFFECT THE DESIGN OR OPERATION OF ANY SMOKE MANAGEMENT / CONTROL SYSTEMS.

D. ALL NEW WORK, UNLESS OTHERWISE NOTED, INCLUDING DEVICES, FIXTURES,

EQUIPMENT, AND ALL OTHER ITEMS SHALL MATCH EXISTING WITHIN THE TENANT SPACE.

E. MECHANICAL DESIGN-BUILD SUBCONTRACTOR TO PREPARE :

1. HVAC DRAWINGS AND SPECIFICATIONS WITH HEATING AN D COOLING, LOAD

CALCULATIONS AND THERMOSTAT AND AIR DIFFUSER LOCATIONS, SPRINKLER LAYOUT PER CODE, AND ALL REQUIRED TITLE 24 CALCULATIONS, ALL AS REQUIRED BY CODE OR THE SCOPE OF WORK AS DESCRIBED BY THE DR AWINGS. SUBMIT TO

ARCHITECT AND CLIENT'S AGENT FOR REVIEW AND APPROVA L PRIOR TO SUBMITTAL FOR PERMIT AND CONSTRUCTION. PROVIDE AIR BALANCE REPORT TO ARCHITECT FOR REVIEW AT PROJECT COMPLETION.

2. (AS APPLIES) NECESSARY PLUMBING DRAWINGS AND SPE CIFICATIONS, INCLUDING

BUT NOT LIMITED TO WATER, GAS, WASTE AND VENT, WATE R SUPPLY CALCULATIONS.

3. MECHANICAL VENTILATION WILL BE PROVIDED CAPABLE OF SUPPLYING THE

MINIMUM RATE OF OUTSIDE AIR REQUIRED PER MINUTE PER OCCUPANT AS SHOWN IN THE APPLICABLE MECHANICAL CODE.

F. ELECTRICAL DESIGN-BUILD SUBCONTRACTOR TO PREPARE :

1. NECESSARY ELECTRICAL DRAWINGS AND SPECIFICATIONS , INCLUDING BUT NOT

LIMITED TO LIGHT SWITCHING, LIGHTING AND LIGHTING LEVEL, WIRING AND

CIRCUITING, SECURITY SYSTEMS, LIFE -SAFETY SYSTEM I NCLUDING MONITORS,

SMOKE DETECTORS, SPEAKERS AND STROBES, ELECTRICAL OUTLET WIRING AND CIRCUITING.

2. PANEL AND EQUIPMENT SCHEDULES

3. ALL REQUIRED TITLE 24 CALCULATIONS REQUIRED BY C ODE OR THE SCOPE OF WORK AS DESCRIBED BY THE DRAWINGS.

4. SUBMIT TO ARCHITECT AND OWNER FOR REVIEW AND APP ROVAL PRIOR TO SUBMITTAL FOR PERMIT AND CONSTRUCTION; COORDINATE NEW PANEL AND OTHER EQUIPMENT LOCATIONS WITH ARCHITECT.

G. LIFE SAFETY AND SPRINKLERING DRAWINGS AND ASSOCI ATED SPECIFICATIONS ARE TO BE PROVIDED BY THE GENERAL CONTRACTOR'S SEPARATE SUB-CONTRACTORS.

H. PROVIDE DRAWINGS TO ARCHITECT FOR REVIEW A MINIM UM OF FIVE WORKING DAYS PRIOR TO SUBMITTING FOR SEPARATE PERMITS. ARCHITECT'S REVIEW TO BE FOR GENERAL DESIGN INTENT ONLY.

I. IN THE EVENT THAT CONFLICTS BETWEEN DRAWINGS OCC UR, REFER TO THESE SPECIFICATIONS PART 1, SECTION 1.08(D) FOR ADDITIONAL INFORMATION.

1. ALL PRODUCTS SHOWN HEREIN ARE NOT NECESSARILY A PART OF THE PROJECT SCOPE. CONTRACTOR MAY DISREGARD INDIVIDUAL PROJECT SECTIONS SHOULD THE PRODUCTS NOT BE MENTIONED ELSEWHERE IN THE CONTRACT DOCUMENTS. IN ALL CASES, THE PROVISIONS OF PART 1, SECTION 1.08 "WORK COVERED BY THE CONTRACT DOCUMENTS" STILL APPLIES.

2. ALL ITEMS NOT SPECIFICALLY LISTED WITHIN THESE S ECTIONS ARE TO BE PROVIDED AS INDICATED ELSEWHERE IN THESE CONTRACT DOCUMENTS. WHERE SPECIFICATIONS CONFLICT WITH THE DRAWINGS, THE DRAW INGS SHALL GOVERN.

3. ALL ITEMS INDICATED EITHER IN THESE SECTIONS OR ELSEWHERE IN THE CONTRACT DOCUMENTS ARE SUBJECT TO THE GENERAL CONDITIONS LISTED IN PART 1 OF THESE SPECIFICATIONS.

THE FOLLOWING PRODUCTS, MATERIALS AND EQUIPMENT DESCRIBED BELOW ARE TO BE

USED BY THE CONTRACTOR TO PERFORM THE WORK DESCRIBED IN THE CONSTRUCTION DOCUMENTS. SECTIONS ARE NUMBERED USING STANDARD CSI FORMAT GUIDELINES.

DIVISION 3 - CONCRETE
036000: SPECIAL CONCRETE FINISHES

1.01 GENERAL: INCLUDES MECHANICALLY-PROCESSED SPECIA L CONCRETE FINISHES

APPLIED TO NEW OR EXISTING CONCRETE SURFACES AS INDICATED ON THE DRAWINGS.

1.02 SUBMITTALS:

A. SAMPLES OF EACH TYPE OF SPECIAL CONCRETE FINISH; ILLUSTRATE FULL RANGE OF COLOR AND TEXTURE RANGE EXPECTED.

B. FIELD SAMPLES (25 S.F. EACH) FOR ON-SITE REVIEW AT THE DIRECTION OF THE OWNER OR ARCHITECT.

1.03 QUALITY ASSURANCE: COMPLY WITH MANUFACTURER'S RECOMMENDATIONS. USE

MATERIALS AND METHODS TO ENSURE PROPER BONDING TO EXISTING SURFACES AS APPROPRIATE.

1.04 PRODUCTS:

A. GROUT-CLEANED FINISH ("DRYSACKING"): PROVIDE GRO UT-CLEANED FINISH ON SURFACES INDICATED ON DRAWINGS.

1. COMBINE ONE PART PORTLAND CEMENT TO ONE AND ONE- HALF PARTS FINE SAND BY VOLUME, AND A 50:50 MIXTURE OF ACRYLIC OR STYRENE BUTADIENE-

BASED BONDING ADMIXTURE AND WATER TO FORM THE CONSISTENCY OF THICK PAINT. BLEND STANDARD PORTLAND CEMENT AND WHITE PORTLAND CEMENT IN

AMOUNTS DETERMINED BY TRIAL PATCHES SO THAT FINAL COLOR OF DRY GROUT WILL MATCH ADJACENT SURFACES.

2. THOROUGHLY WET CONCRETE SURFACES, APPLY GROUT TO COAT SURFACES, AND FILL SMALL HOLES. REMOVE EXCESS GROUT BY SCRAPING AND RUBBING WITH CLEAN BURLAP. KEEP DAMP BY FOG SPRAY FOR AT LE AST 36 HOURS AFTER RUBBING.

B. CONCRETE SEALER: PROVIDE ONE OF THE FOLLOWING: P ROSOCO, "CONSOLIDECK LS", "CONSOLIDECK LSGUARD", "CONSOLIDECK POLISHGUARD"; WESTCOAT, "SC-66", "SC-66" OR EQUAL. NON-YELLOWING WATER-BASED SEALAN T, CLEAR OR TINTED AS INDICATED ON DRAWINGS. APPLY PER MANUFACTURER'S RECOMMENDATIONS (SEE WWW.CHEMPROBE.COM OR WWW.SCOFIELD.COM).

C. FLOOR-LEVELING COMPOUND: MANUFACTURER: ARDEX, L. M.SCOFIELD, OR EQUAL. (USE SPECIFIC PRODUCT APPROPRIATE TO SITE CONDITIONS - SEE WWW.ARDEX.COM OR WWW.SCOFIELD.COM.) PROVIDE LEVELIN G WHEN FLOORS HAVE EXISTING SLOPES OF GREATER THAN ¼" PER 10 FEET, DIPS, HOLES, ETC. NOT ACCEPTABLE FOR FLOOR FINISH AS SCHEDULED. CONTRACTOR TO VERIFY SITE CONDITIONS AND MAKE PRODUCT RECOMMENDATION.

D. CONCRETE STAIN: MANUFACTURER: L.M.SCOFIELD "CHEM STAIN" OR AS OTHERWISE INDICATED ON DRAWINGS. (SEE WWW.SCOFIELD.COM)
DIVISION 4 - MASONRY (NOT USED)
DIVISION 5 - METALS
055000: METAL FABRICATIONS

1.01 GENERAL: INCLUDES FABRICATIONS AS INDICATED ON DRAWINGS WITH ALL

FASTENERS, ROUGH HARDWARE, BOLTS, PLATES, ANCHORS, HANGERS, DOWELS

AND OTHER MISCELLANEOUS METAL ITEMS REQUIRED TO MEET THE INTENT OF THE WORK.

1.02 SUBMITTALS:

A. PROOF OF CURRENT AWS CERTIFICATION FOR INDIVIDUA LS PERFORMING WORK.

B. SHOP DRAWINGS OF EACH METAL FABRICATION INDICATE D ON DRAWINGS, INCLUDING ANCHORAGE AND ACCESSORY ITEMS.

1.03 QUALITY ASSURANCE:

A. WELDING STANDARDS: COMPLY WITH APPLICABLE PROVIS IONS OF AMERICAN

WELDING SOCIETY (AWS) PUBLICATIONS, STRUCTURAL DRAW INGS AND LOCAL CODES. SEE WWW.AMWELD.ORG
B. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES BETWEEN ARCHITECT'S AND ENGINEER'S DRAWINGS PRIOR TO START OF WORK. IN ANY CASE, THE MOST STRINGENT REQUIREMENT SHALL APPLY.

C. COORDINATE SPECIAL INSPECTIONS IF REQUIRED BY CO DE OR ENGINEER.

1.04 PRODUCTS:

A. GENERAL: FOR METAL SURFACES EXPOSED TO VIEW, DO NOT USE MATERIALS WITH

EXPOSED PITTING, SEAM MARKS, ROLLER MARKS, ROLLED TRADE NAMES, OR ROUGHNESS.

B. STEEL PLATES, SHAPES AND BARS: ASTM A 36 (ASTM A 36M) C. STEEL TUBING: COLD-FORMED STEEL TUBING - ASTM A 5 00; HOT-FORMED STEEL TUBING - ASTM A 501.

D. PAINT/SHOP PRIMER FOR FERROUS METAL: FAST-CURING , LEAD AND CHROMATE- FREE PRIMER FOR GENERAL PURPOSE USE. PROVIDE ONE OF THE FOLLOWING:

BENJAMIN MOORE, "ULTRA SPEC HP ACRYLIC METAL PRIMER HP04"; SHERWIN WILLIAMS, "PRO INDUSTRIAL PRO-CRYL UNIVERSAL PRIMER"; CARBOLINE, "CARBOCOAT 115 VOC"
E. NON-FERROUS FINISH AS SPECIFIED.

F. FASTENERS: PROVIDE PLATED FASTENERS COMPLYING WI TH ASTM B 633, CLASS FE/ZN 25 FOR ELECTRO DEPOSITED ZINC COATING.

G. USE MATERIALS TO PREVENT GALVANIC ACTION BETWEEN DISSIMILAR METALS.

DIVISION 6 - WOOD AND PLASTICS
061000: ROUGH CARPENTRY

1.01 GENERAL: INCLUDES WOOD FURRING, GROUNDS, BACKIN G AND BLOCKING.

1.02 SUBMITTALS: WOOD TREATMENT DATA FOR IMPREGNATED FIRE-RETARDANT-

TREATED WOOD PRODUCTS THAT CERTIFY THAT TREATED MATERIALS COMPLY WITH THE SPECIFIED STANDARD. ALL MATERIALS T O BE FIRE-RETARDANT TREATED.

1.03 PRODUCTS:

A. LUMBER STANDARDS: PER DOC PS 20, AMERICAN SOFTWO OD LUMBER STANDARD

AND APPLICABLE GRADING RULES OF INSPECTION AGENCIES CERTIFIED BY ALSC'S BOARD OF REVIEW.

B. FIRE-RETARDANT-TREATED MATERIALS: PER APPLICABLE REQUIREMENTS OF AWPA C20 (LUMBER) AND AWPA C27 (PLYWOOD).

C. PLYWOOD BACKING PANELS: FOR MOUNTING ELECTRICAL OR TELEPHONE

EQUIPMENT, PROVIDE FIRE-RETARDANT-TREATED PLYWOOD PANELS WITH GRADE C-D PLUGGED EXPOSURE, 3/4" THICKNESS. PAINT TO MATCH SCHEDULED ADJACENT WALL FINISH. FIRE-RETARDANT-TREATED STAMP TO REMAIN VISIBLE.

D. ALL INTERIOR COMPOSITE WOOD PRODUCTS (HARDWOOD P LYWOOD (HWPW),

PARTICLEBOARD (PB), AND MEDIUM DENSITY FIBERBOARD (MDF) SHALL CONTAIN NO

ADDED FORMALDEHYDE (NAF), AS DETERMINED BY CALIFORNIA AIR RESOURCE BOARD (CARB) AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD PHASE II.

PROVIDE ONE OF THE FOLLWOING: COLUMBIA FOREST PRODUCTS "PURBOND HARDWOOD PLYWOOD"
E. STAINLESS STEEL FASTENERS AT EXTERIOR OR WET LOC ATIONS. 064023: INTERIOR ARCHITECTURAL WOODWORK

1.01 GENERAL: INCLUDES SPECIAL-FABRICATED CASEWORK A S INDICATED ON THE DRAWINGS.

1.02 SUBMITTALS: PER WOODWORK INSTITUTE (WI) REQUIRE MENTS FOR APPROPRIATE SEISMIC ZONE IN WHICH PROJECT OCCURS.

A. SHOP DRAWINGS.

B. PRODUCT DATA (HARDWARE)
C. SAMPLE(S) OF ALL FINISHES.

1.03 QUALITY ASSURANCE:

A. COMPLY WITH WI CUSTOM GRADE REQUIREMENTS FOR OPA QUE FINISHES AND PREMIUM FOR TRANSPARENT FINISHES. FOR INSTALLATION AND DETAILING,

COMPLY WITH WI REQUIREMENTS IN SEISMIC ZONES AND AS APPLICABLE PER LOCAL AGENCY REQUIREMENTS. (SEE WWW.WOODWORKINSTITU TE.COM).

B. FIELD DIMENSION ALL ITEMS.

C. PROVIDE IN-WALL BACKING, BLOCKING AND/OR BRACING AS REQUIRED FOR SECURE INSTALLATION.

1.04 PRODUCTS:

1. COMPONENTS PER THE FOLLOWING WI MANUAL OF MILLWO RK SPECIFICATIONS UNLESS OTHERWISE NOTED ON THE DRAWINGS:

1. STYLE A - FRAMELESS, TYPE 1-MULTIPLE SELF SUPPORT ING UNITS

2. EXPOSED SURFACES: FINISHED AS INDICATED ON THE D RAWINGS; PLASTIC LAMINATE SURFACES TO BE EDGED WITH SAME LAMINATE.

3. SEMI-EXPOSED SURFACES: PER WI REQUIREMENTS

4. DOOR AND DOOR FRONT STYLE: FLUSH OVERLAY, EDGE.

5. ADJUSTABLE SHELVES: DESIGN TO A 50 LB./S.F. UNIF ORMLY-SPACED LOAD NOT TO EXCEED 200 LBS. PER SHELF.

6. HARDWARE (UNLESS OTHERWISE NOTED IN THE DRAWINGS ): CONCEALED EUROPEAN-STYLE HINGES (BLUM CLIP TOP BLUMOTION HINGE), 4" WIRE PULLS, 2 1/2" DIAMETER CLOSED-TOP TWO-PIECE PLASTIC GROMMETS (DOUG MOCKETT OR EQUAL, COLOR AS SELECTED BY ARCHITECT). COORDINATE LOCK REQUIREMENTS WITH OWNER IF NOT INDICATED ON DRAWING S. FINISH TO BE SELECTED BY THE ARCHITECT.

7. DRAWER GLIDES: HEAVY DUTY, FULL EXTENSION (ACCUR IDE OR EQUAL).

8. ALL INTERIOR COMPOSITE WOOD PRODUCTS (PARTICLEB OARD (PB), AND

MEDIUM DENSITY FIBERBOARD (MDF) SHALL CONTAIN NO ADDED

FORMALDEHYDE (NAF), AS DETERMINED BY CALIFORNIA AIR RESOURCE BOARD (CARB) AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD PHASE II.

PROVIDE ONE OF THE FOLLOWING:

A. MDF (MEDIUM DENSITY FIBERBOARD)
• ROSEBURG FOREST PRODUCTS COMPANY "MEDEX" MOISTURE RESISTANT MEDIUM DENSITY FIBERBOARD PANELS WITH NAF RESIN; RO SEBURG FOREST PRODUCTS COMPANY "ARREIS"; INTERIOR MEDIUM DENSITY FIBERBOARD PANELS; ROSEBURG FOREST PRODUCTS COMPANY "MEDITE 3D"; INTERIOR MEDIUM DENSITY FIBERBOARD PANELS FOR PROFILE MACHINING MADE WITH CARB COMPLIANT RESIN; COLUMBIA FOREST PRODUCTS "CALPLANT MDF"
B. PB (PARTICLE BOARD)
• COLLINS "PINE FREEFORM MR50 MOISTURE RESISTANT PA RTICLEBOARD; COLLINS "PINE FREEFORM"; TIMBER PRODUCTS COMPANY "ENCORE"; TIMBER PRODUCTS COMPANY "ENCORE MR" MOISTURE RESISTANT
PARTICLEBOARD; TIMBER PRODUCTS COMPANY "ENCORE FR"; TIMBER PRODUCTS COMPANY "APEX COMPOSITE PANEL"
064100: FINISH CARPENTRY

1.01 GENERAL: INCLUDES EXPOSED STANDING AND RUNNING WOOD TRIM MEMBERS INDICATED ON DRAWINGS.

1.02 SUBMITTALS:

A. SHOP DRAWINGS
B. SAMPLES OF EACH SCHEDULED FINISH OF MATERIALS SP ECIFIED (TRANSPARENT

FINISHES ONLY)

1.03 QUALITY ASSURANCE:

A. COMPLY WITH WOODWORK INSTITUTE SPECIFICATIONS FO R GRADE REQUIREMENTS AS FOLLOWS:

1. OPAQUE FINISHES: CUSTOM GRADE

2. TRANSPARENT FINISHES: PREMIUM GRADE
(SEE WWW.WOODWORKINSTITUTE.COM).

3. PROVIDE IN-WALL BACKING FOR SECURE INSTALLATION. REFER TO DRAWINGS FOR ADDITIONAL INFORMATION.

1.04 PRODUCTS:

1. ALL INTERIOR COMPOSITE WOOD PRODUCTS (PARTICLEB OARD (PB), AND

MEDIUM DENSITY FIBERBOARD (MDF) SHALL CONTAIN NO ADDED

FORMALDEHYDE (NAF), AS DETERMINED BY CALIFORNIA AIR RESOURCE BOARD (CARB) AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD PHASE II.

PROVIDE ONE OF THE FOLLOWING:

A. MDF (MEDIUM DENSITY FIBERBOARD)
• ROSEBURG FOREST PRODUCTS COMPANY "MEDEX" MOISTURE RESISTANT MEDIUM DENSITY FIBERBOARD PANELS WITH NAF RESIN; RO SEBURG FOREST PRODUCTS COMPANY "ARREIS"; INTERIOR MEDIUM DENSITY FIBERBOARD PANELS; ROSEBURG FOREST PRODUCTS COMPANY "MEDITE 3D"; INTERIOR MEDIUM DENSITY FIBERBOARD PANELS FOR PROFILE MACHINING MADE WITH CARB COMPLIANT RESIN; COLUMBIA FOREST PRODUCTS "CALPLANT MDF"
B. PB (PARTICLE BOARD)
• COLLINS "PINE FREEFORM MR50 MOISTURE RESISTANT PA RTICLEBOARD; COLLINS "PINE FREEFORM"; TIMBER PRODUCTS COMPANY "ENCORE"; TIMBER PRODUCTS COMPANY "ENCORE MR" MOISTURE RESISTANT
PARTICLEBOARD; TIMBER PRODUCTS COMPANY "ENCORE FR"; TIMBER PRODUCTS COMPANY "APEX COMPOSITE PANEL"
064200: PANELWORK (NOT USED)
DIVISION 7 - THERMAL AND MOISTURE PROTECTION
078400: FIRESTOPPING

1.01 GENERAL: INCLUDES FIRESTOPPING FOR ALL FIRE-RES ISTIVE AND SMOKE-RATED

ASSEMBLIES (FLOOR, ROOF AND PARTITION) AND SMOKE BARRIERS AND COMPARTMENTALIZED AREAS. ALSO INCLUDES SEALANT JOINTS IN FIRE-RESISTIVE CONSTRUCTION.

1.02 SUBMITTALS:

A. PRODUCT DATA FOR EACH TYPE OF PRODUCT TO BE USED . INDICATE SPECIFIC JOBSITE CONDITIONS AND ASSEMBLY TO BE USED. MEET SP ECIFIC F AND T RATINGS AS REQUIRED BY CODE.

1.03 QUALITY ASSURANCE: COMPLY WITH ALL APPLICABLE A STM AND UL REQUIREMENTS FOR SPECIFIC APPLICATION, AND MANUFACTURER'S RECOMMENDATIONS.

1.04 PRODUCTS: CONTRACTOR'S OPTION TO MEET SPECIFIC PERFORMANCE REQUIREMENTS, CODES AND QUALITY STANDARDS FOR THE WORK. PRODUCTS MUST MEET LANDLORD BUILDING STANDARD, IF ANY.
078100: SPRAYED FIRE-RESISTIVE MATERIALS

1.01 GENERAL: INCLUDES SPRAYED FIRE-RESISTIVE MATERI ALS AS REQUIRED BY THE WORK.

1.02 SUBMITTALS:

A. PRODUCT DATA FOR EACH TYPE OF PRODUCT TO BE USED .

B. PRODUCT CERTIFICATES SIGNED BY MANUFACTURER THAT PRODUCTS FURNISHED COMPLY WITH THE REQUIREMENTS FOR THE WORK .

C. RESEARCH/EVALUATION REPORTS: EVIDENCE OF SPRAYED FIRE-RESISTIVE MATERIALS COMPLIANCE WITH APPLICABLE CODES.

1.03 QUALITY ASSURANCE: COMPLY WITH ALL APPLICABLE A STM AND UL REQUIREMENTS FOR SPECIFIC APPLICATION, AND MANUFACTURER'S RECOMMENDATIONS.

1.04 CONTRACTOR REQUIRED TO MEET SPECIFIC PERFORMANC E REQUIREMENTS, CODES, AND QUALITY STANDARDS FOR THE WORK. PRODUCTS: WHERE SPRAYED FIRE RESISTIVE MATERIAL IS REQUIRED, PROVIDE ONE OF THE FOLLOWING: GRACE, "MONOKOTE MK-6" OR "MONOKOTE MK-10"; ISOLATEK, "CAFCO BLAZE-SHIELD PRODUCTS".

DESIGN BUILD GENERAL NOTES PART 3: PRODUCTS AND MATERIALS CREATED:

PLOTTED:

PROJECT:

Huntsman Architectural Group
50 California Street Seventh Floor San Francisco CA 94111 T
All drawings and written material appearing herein constitute the original and unpublished work of the architect and may not be duplicated, used or disclosed without the prior written consent of the architect. © 2017 Huntsman Architectural Group
FILE:
# DATE ISSUE BY / CHECK
WWW.HUNTSMANAG.CO
M
415.394.1212 F 415.394.1222

STAFF RESTROOM REMODEL
C:\REVIT\temp\15041-08-Staff RR Remodel_CEN_R20_mdr.rvt 10/6/2020 3:30:47 PM
A-021

SPECIFICATIONS
10/02/09
15041.08

SAN MATEO CITY HALL
330 W. 20TH AVE. SAN MATEO, CA 94402

08.20.20 ISSUE FOR REVIEW

09.24.20 95% CD'S
1 10.07.20 PLAN CHECK RESPONSE
199 of 250
PART 3: PRODUCTS AND MATERIALS, CONTINUED
079200: JOINT SEALANTS

1.01 GENERAL: INCLUDES JOINT SEALANTS FOR INTERIOR J OINTS IN VERTICAL SURFACES AND HORIZONTAL NON-TRAFFIC SURFACES.

1.02 SUBMITTALS:

A. PRODUCT DATA FOR EACH TYPE OF PRODUCT TO BE USED INDICATING SUITABILITY FOR THE USE INDICATED.

B. COLOR SAMPLES/MANUFACTURER'S SELECTIONS SELECTED BY ARCHITECT FROM MANUFACTURER'S STANDARD RANGE OF FINISHES.

1.03 QUALITY ASSURANCE: COMPLY WITH MANUFACTURER'S R ECOMMENDATIONS.

1.04 PRODUCTS:

A. WHERE GLAZING SEALANT IS REQUIRED, PROVIDE ONE O F THE FOLLOWING CLEAR SILICONE PRODUCTS: TREMCO, "SPECTREM 1" OR "SPECTREM 2"; PECORA CORPORATION, "890", "895", "864"; CUSTOM BUILDING PRODUCTS, "COMMERCIAL 100% SILICONE SEALANT"
B. WHERE JOINT SEALANT IS REQUIRED AT WET AREAS, PR OVIDE ONE OF THE FOLLOWING PRODUCTS: TREMCO, "TREMSIL 200"; TREMSIL, "600 WHITE"; PECORA CORPORATION, "898"
C. SEALANT AT GLAZING JOINTS: CLEAR SILICONE.

D. SEALANT AT WET AREAS: MILDEW RESISTANT.

1.05 ADHESIVES, SEALANTS AND CAULKS TO COMPLY WITH VO C LIMITS IN SCAQMD RULE 1168 VOC LIMITS AND CALIFORNIA CODE OF REGULAT IONS TITLE 17 FOR AEROSOL ADHESIVES (13C.5.504.4.1). PRODUCTS MUST BE TESTED FOR EMISSIONS

AND DEEMED COMPLIANT WITH THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH (CDPH) STANDARD METHOD V1.1 OR V1.2.

DIVISION 8 - DOORS AND WINDOWS
081100: STEEL DOORS AND FRAMES

1.01 GENERAL: INCLUDES STEEL DOORS AND FRAMES AS SCH EDULED ON THE DRAWINGS.

1.02 SUBMITTALS:

A. PRODUCT DATA FOR EACH ITEM TO BE USED.

B. SHOP DRAWINGS SHOWING FABRICATION AND INSTALLATI ON DETAILS, AND ELEVATIONS. DOOR SCHEDULE OF REQUIRED ASSEMBLIES.

1.03 QUALITY ASSURANCE: COMPLY WITH ANSI/STEEL DOOR INSTITUTE "RECOMMENDED
SPECIFICATIONS FOR STANDARD STEEL DOORS AND FRAMES".
(SEE WWW.STEELDOOR.ORG) PROVIDE 1/4" CLEARANCE AT T HRESHOLDS AND FINISH FLOOR SURFACES, UNLESS OTHERWISE NOTED.

1.04 PRODUCTS: CONTRACTOR'S OPTION TO MEET SPECIFIC PERFORMANCE AND

AESTHETIC REQUIREMENTS, SHOWN ON THE DRAWINGS, AS R EQUIRED CODES AND
PER INDUSTRY QUALITY STANDARDS FOR THE WORK.
083200: ALUMINUM SLIDING GLASS DOORS (NOT USED)
081416: ALUMINUM KNOCKDOWN FRAMES

1.01 GENERAL: INCLUDES INTERIOR ALUMINUM DOOR AND WI NDOW FRAMES SHOWN ON THE DRAWINGS.

1.02 SUBMITTALS:

A. PRODUCT DATA FOR EACH ITEM TO BE USED.

B. SHOP DRAWINGS SHOWING FABRICATION AND INSTALLATI ON DETAILS AND ELEVATIONS.

C. SAMPLES:

1. FINISH SAMPLE.

2. SOUND GASKETS FOR SELECTION BY ARCHITECT.

1.03 QUALITY ASSURANCE:

1. COMPLY WITH REQUIREMENTS OF THE ARCHITECTURAL AL UMINUM MANUFACTURER'S ASSOCIATION AND MANUFACTURER'S RECOMMENDATIONS.

2. MINIMIZE THE OCCURANCE OF GAPS BETWEEN THE FRAME AND ADJACENT PARTITION. FILL GAPS WITH PAINTABLE LATEX SEALANT.

3. REPAIR ALL SCRATCHES, DENTS, OR OTHER IMPERFECTI ONS PRIOR TO PUNCHLIST USING FINISH TO MATCH EXISTING.

1.04 PRODUCTS: WESTERN INTEGRATED, WILSON PARTITIONS OR EQUAL. PROFILES AND FINISH AS DESCRIBED IN DRAWINGS. PROVIDE WOOL P ILE SOUND GASKET, U.O.N. PROVIDE VINYL SMOKE GASKET AT RATED DOORS.
082110: FLUSH WOOD DOORS

1.01 GENERAL: INCLUDES SOLID CORE DOORS WITH FINISHE S AS INDICATED ON THE DRAWINGS.

1.02 SUBMITTALS:

A. SHOP DRAWINGS SHOWING FABRICATION AND INSTALLATI ON DETAILS, AND ELEVATIONS.

B. SAMPLES OF WOOD VENEER FINISH (IF OCCURS).

1.03 QUALITY ASSURANCE: COMPLY WITH ANSI/WDMA I.S. 1 -A AND OTHER APPLICABLE

QUALITY STANDARDS OF THE WINDOW & DOOR MANUFACTURER'S ASSOCIATION (WDMA) (SEE WWW.WDMA.COM ) AND THE WOODWORK INSTITUT E (WI) (SEE WWW.WOODWORKINSTITUTE.COM). FLUSH WOOD DOORS S HALL CONTAIN

NO ADDED FORMALDEHYDE (NAF), AS DETERMINED BY CALIFORNIA AIR RESOURCE BOARD (CARB) AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD PHASE II.

FLUSH WOOD DOORS SHALL BE SOURCED FROM A FOREST STEWARDSHIP COUNCIL (FSC) CERTIFIED FOREST.

1.04 PRODUCTS: OREGON DOOR, PACIFIC OR EGGERS, 86% FSC WITH WITH NO ADDED

FORMADLEHYDE (NAF) PER CALIFORNIA AIR RESOURCE BOARD (CARB) AIR TOXICS

CONTROL MEASURE FOR COMPOSITE WOOD PHASE II, ULTR-LOW EMITTING FORMALDEHYDE (ULEF) CERTIFICATION DEMONSTRATING TVOCs LESS THAN/EQUAL TO 0.5 MG/M3, SUCH AS SCS INDOOR ADVANTAGE GOLD OR GREENGUARD GOLD.FLUSH WOOD DOORS SHALL BE SOURCED FROM A FOREST STEWARDSHIP COUNCIL (FSC) CERTIFIED FOREST.

A. FACE VENEER: FOR TRANSPARENT OR STAIN-FINISHED D OORS: SPECIES AND VENEER CUT AS INDICATED ON THE DRAWINGS. FOR PAINTE D DOORS: MDF.

B. MATCHING OF THE VENEER ON THE FACE OF THE DOORS: BOOK MATCHED, UNLESS OTHERWISE INDICATED ON THE DRAWINGS.

C. ASSEMBLY OF SPLICED VENEER ON THE DOOR FACE: RUN NING MATCH, UNLESS OTHERWISE INDICATED ON THE DRAWINGS.

D. DOORS IN PAIRS OR SETS: CONTINUOUS MATCH, UNLESS OTHERWISE INDICATED ON THE DRAWINGS.

E. DOORS WITH TRANSOM APPEARANCE: END MATCH UNLESS OTHERWISE INDICATED ON THE DRAWINGS.

F. CONSTRUCTION TO BE 5-PLY WITH PARTICLE BOARD COR E WITH NO ADDED FORMALDEHYDE STILES AND RAILS BONDED TO CORE. ON STAINED DOORS, EDGES VENEERED TO MATCH DOOR FACES FOR A MONOLITHIC APPEARANCE.

G. ON RATED DOORS, CORE MATERIAL AS REQUIRED FOR RA TING AND POSITIVE PRESSURE INTUMESCENT BANDING INSIDE OF FACE VENEER.

H. PROVIDE 1/4" CLEARANCE AT THRESHOLDS AND FINISH FLOOR MATERIALS, UNLESS OTHERWISE NOTED.

I. ALL COMPOSITE WOOD SHALL MEET CALIFORNIA AIR RES OURCE BOARD (CARB)

AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD PHASE II
083100: ACCESS DOORS

1.01 GENERAL: INCLUDES WALL AND CEILING ACCESS DOORS AS INDICATED ON THE DRAWINGS OR OTHERWISE REQUIRED BY THE WORK.

1.02 SUBMITTALS:

A. PRODUCT DATA FOR EACH TYPE OF ACCESS DOOR REQUIR ED INDICATING FIRE- RATINGS AS APPROPRIATE.

B. DRAWING(S) SHOWING LOCATION(S) OF ACCESS DOORS T O BE EXPOSED TO VIEW.

1.03 QUALITY ASSURANCE:

A. AT RATED CONDITIONS, COMPLY WITH NFPA 80 AND UL LABEL REQUIREMENTS AS APPROPRIATE.

B. VERIFY SIZE INDICATED IS ADEQUATE FOR INTENDED U SE; PROPOSE ALTERNATE SIZE IF REQUIRED.

1.04 PRODUCTS:

A. IN NON-EXPOSED, RATED OR NON-RATED WALLS OR CEIL INGS: CONTRACTOR'S

OPTION TO MEET SPECIFIC PERFORMANCE REQUIREMENTS, CODES AND QUALITY STANDARDS FOR THE WORK.

B. IN EXPOSED NON-RATED GYPSUM-BOARD CEILINGS, WALL S, OR SOFFITS:

FORMGLAS 24" X 24" GLASS-FIBER REINFORCED GYPSUM PANEL TAPED INTO CEILING CONSTRUCTION. (SEE WWW.FORMGLAS.COM). PAINT TO MATCH ADJACENT SURFACES.

C. COORDINATE EXACT LOCATIONS WITH ITEM(S) TO BE AC CESSED. REVIEW LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION.
084200: ALL-GLASS ENTRANCES (NOT USED)
087100: DOOR HARDWARE

1.01 GENERAL: INCLUDES ALL COMMERCIAL FINISH OR DOOR HARDWARE REQUIRED FOR INTENDED FUNCTION INDICATED ON DRAWINGS.

1.02 SUBMITTALS:

A. HARDWARE SCHEDULE BASED ON GROUPS SHOWN ON DRAWI NGS; REVIEW

GROUPS FOR COMPLETENESS AND REVISE IF NECESSARY TO MEET SPECIFIC REQUIREMENTS FOR EACH DOOR ASSEMBLY.

B. PRODUCT DATA FOR EACH TYPE OF HARDWARE USED.

1.03 QUALITY ASSURANCE: USE A QUALIFIED ARCHITECTURA L DOOR HARDWARE

SUPPLIER THAT HAS A RECORD OF SUCCESSFUL IN-SERVICE PERFORMANCE FOR

SUPPLYING DOOR HARDWARE SIMILAR TO THAT SPECIFIED, AND THAT EMPLOYS

AN EXPERIENCED ARCHITECTURAL HARDWARE CONSULTANT (AHC) AVAILABLE TO THE PROJECT TEAM.

1.04 PRODUCTS:

A. AS SCHEDULED ON THE DRAWINGS.

B. DO NOT USE MANUFACTURER'S PRODUCTS THAT HAVE MAN UFACTURER'S NAME OR

TRADE NAME DISPLAYED IN A VISIBLE LOCATION EXCEPT IN CONJUNCTION WITH REQUIRED FIRE-RATED LABELS.

C. STANDARD FINISH: AS NOTED ON THE DRAWINGS.

D. COORDINATE KEYING REQUIREMENTS WITH OWNER.

1.05 MAINTENANCE: AS APPLICABLE, FURNISH TO THE OWNE R A COMPLETE SET OF

SPECIALIZED TOOLS AND MAINTENANCE INSTRUCTIONS AS NEEDED FOR OWNER'S

CONTINUED ADJUSTMENT, MAINTENANCE, REMOVAL AND REPLACEMENT OF DOOR HARDWARE.
088000: GLAZING (NOT USED)
DIVISION 9 - FINISHES
092900: GYPSUM BOARD ASSEMBLIES

1.01 GENERAL: INCLUDES NON-LOAD BEARING STEEL STUD A ND ASSOCIATED GYPSUM BOARD ASSEMBLIES.

1.02 SUBMITTALS:

A. PRODUCT DATA FOR EACH TYPE OF PRODUCT SPECIFIED OR OTHERWISE SHOWN ON DRAWINGS. INCLUDE PROPOSED TRIM SELECTIONS.

B. MANUFACTURER'S STUD TABLES INDICATING PROPOSED G AUGE AND STUD SIZE, SPACING. VERIFY APPLICATION MEETS REQUIREMENTS SPECIFIED HEREIN, ON DRAWINGS AND FOR SPECIFIC SITE CONDITIONS.

1.03 QUALITY ASSURANCE:

A. COMPLY WITH FIRE-RESISTANCE RATINGS, AS INDICATE D ON DRAWINGS.

B. STEEL FRAMING: COMPLY WITH REQUIREMENTS OF THE S TEEL STUD MANUFACTURER'S ASSOCIATION (SEE WWW.SSMA.COM) AND I CC REPORT ESR-3064P.

C. LEVELS OF GYPSUM BOARD FINISH (PER ASTM C840):

1. LEVEL 1 FOR CEILING PLENUM AREAS, CONCEALED AREA S, AND WHERE

INDICATED UNLESS A HIGHER LEVEL OF FINISH IS REQUIRED FOR FIRE-RESISTIVE AND SOUND-RATED ASSEMBLIES.

2. LEVEL 4 FOR EXPOSED PARTITION AND CEILING ASSEMBLIE S, AND AS SUBSTRATE FINISH FOR ADHESIVE-APPLIED WALLCOVERINGS, UNLESS LEVEL 5

RECOMMENDED BY MANUFACTURER AND/OR OTHERWISE NOTED ON THE DRAWINGS.

3. LEVEL 5 AS SUBSTRATE FINISH FOR GRAPHIC WALLS, SPEC IALTY

WALLCOVERINGS (EXCLUSIVE OF FABRIC WRAPPED PANELS A ND MOUNTED PANEL SYSTEMS), WRITABLE PAINT, AND AS NOTED ON THE DRAWINGS.

4. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR PRODUC TS TO BE USED.

1.04 PRODUCTS:

A. STEEL FRAMING AS INDICATED ON DRAWINGS AND PER Q UALITY ASSURANCE REQUIREMENTS.

B. GYPSUM BOARD PRODUCTS, PROVIDE ONE OF THE FOLLOW ING: USG, "SHEETROCK ECOSMART PANELS FIRECODE TYPE X"; CERTAINTEED GYPSUM BOARD, "AirRENEW ESSENTIAL TYPE X"

1. THICKNESS: 5/8", UNLESS OTHERWISE NOTED.

2. TYPE: TYPE X WHERE REQUIRED FOR FIRE-RESISTIVE R EQUIREMENTS.

3. CEMENTITIOUS BACKER BOARD AT WET AREAS.

4. TAPEABLE METAL TRIM PIECES FOR GYPSUM BOARD PROF ILES SHOWN ON THE DRAWINGS.

C. ACOUSTICAL MATERIALS:

1. SEALANT - PROVIDE ONE OF THE FOLLOWING: USG, "SHE ETROCK BRAND FIRECODE SMOKE-SOUND SEALANT"; USG, "SHEETROCK ACOUSTICAL SEALANT"; PECORA CORPORATION, "AC-20 FTR"; SPECIFIED TECHNOLOGIES INC, "SPECSEAL SMOKE N SOUND ACOUSTICAL SEALANT".

2. INSULATION: THERMAFIBER (OR EQUAL) SOUND ATTENUA TING BLANKETS PROVIDE 2.5 PCF, UNFACED, SELF-SUPPORTING UL-LABELED BLANKETS (IN

WIDTHS AS APPROPRIATE FOR FRAMING SPACING) OR ONE O F THE FOLLOWING PRODUCTS: OWENS CORNING, "ECOTOUCH™ QUIETZONE® PINK™ FIBERGLAS® ACOUSTIC BATT INSULATION"; KNAUF ECOBATT UNFACED

3. ABOVE CEILING: 1-1/2" THICK

4. IN-WALL: 2-1/2" THICK AT 2-1/2 STUD FRAMING; 3-1 /2" THICK (UNLESS OTHERWISE NOTED ON DRAWINGS) FOR 3-5/8" STUD FRAMING AND GREATER.

D. VAPOR BARRIER (WHEN OCCURS) AS INDICATED ON DRAW INGS. 093000: CERAMIC/DIMENSION STONE TILE

1.01 GENERAL: INCLUDES CERAMIC AND/OR DIMENSION STON E TILE AND RELATED SETTING MATERIALS AS SCHEDULED ON THE DRAWINGS.

1.02 SUBMITTALS:

A. PRODUCT DATA FOR EACH TYPE OF PRODUCT SPECIFIED.

B. SAMPLES OF EACH TYPE OF TILE SCHEDULED.

C. SHOP DRAWINGS (STONE TILE ONLY).

1.03 QUALITY ASSURANCE:

A. MEET RECOMMENDATIONS SET FORTH IN CURRENT EDITIO N OF TILE COUNCIL OF AMERICA'S "HANDBOOK FOR CERAMIC TILE INSTALLATION".

B. DYNAMIC COEFFICIENT OF FRICTION: WET DOCF OF 0.4 2 OR GREATER WHEN TESTED PER THE DCOF ACUTEST & ANSI A137.1.

1.04 PRODUCTS: AS SCHEDULED ON THE DRAWINGS AND PER QUALITY ASSURANCE REQUIREMENTS. PROVIDE PATTERN LAYOUT IF SHOWN ON DRAWINGS.

1.05 U.O.N., WHEN TILE IS INSTALLED IN CEMENTITIOUS SETTING MATERIAL, ALL

NON-EPOXY GROUT JOINTS SHALL BE SEALED WITH A NON-STAINING GROUT SEALER PER TILE AND GROUT MANUFACTURER'S RECOMMENDATIONS. 094020: TERRAZZO/POURED & TROWELED STONE (NOT USED)
095100: ACOUSTICAL PANEL CEILINGS (NOT USED)
095616: ACOUSTICAL SNAP-IN METAL PAN CEILINGS (NOT USED) 096500: RESILIENT TILE FLOORING AND BASE (NOT USED)
096816: CARPET (NOT USED)
096813: CARPET TILE (NOT USED)
097200: WALLCOVERING (NOT USED)
097723: FABRIC-WRAPPED PANELS (NOT USED)
099000: PAINTING

1.01 GENERAL: INCLUDES SURFACE PREPARATION AND FIELD PAINTING OF EXPOSED INTERIOR ITEMS AND SURFACES.

1.02 SUBMITTALS:

A. PRODUCT DATA FOR EACH PAINT SYSTEM TO BE USED; I NDICATE WHICH SUBSTRATES ARE TO RECEIVE EACH PRODUCT.

B. SAMPLES: BRUSHOUTS OF EACH COLOR SCHEDULED.

C. [MOCKUPS AS REQUIRED ON DRAWINGS; PERMANENT LIGH TING TO BE IN PLACE FOR REVIEW OF FIELD SAMPLES]
D. ALL PAINT SHALL HAVE NO V.O.C.
102226: OPERABLE PANEL PARTITIONS (NOT USED)
102600: WALL PROTECTION SYSTEMS (NOT USED)
104400: FIRE EXTINGUISHERS, CABINETS AND ACCESSORIES (NOT USED) DIVISION 11 - EQUIPMENT
115213: PROJECTION SCREENS (NOT USED)
113000: APPLIANCES (NOT USED)
DIVISION 12 - FURNISHINGS
122400: BLINDS, SHADES AND WINDOWCOVERINGS (NOT USE D)
DIVISION 13 - SPECIAL CONSTRUCTION (NOT USED)
DIVISION 14 - CONVEYING SYSTEMS (NOT USED)
DIVISION 22: PLUMBING

1.01 GENERAL: REFER TO PLUMBING DRAWINGS FOR ADDITIO NAL INFORMATION.

1.02 SUBMITTALS:

A. PRODUCT DATA FOR EACH ITEM TO BE USED
B. SHOP DRAWINGS INDICATING LAYOUT, SCHEDULES, INST ALLATION DETAILS, AND LOCATION OF CONTROLS.

DIVISION 23: HVAC

1.01 GENERAL: REFER TO MECHANICAL DRAWINGS FOR ADDIT IONAL INFORMATION.

1.02 SUBMITTALS:

A. PRODUCT DATA FOR EACH ITEM TO BE USED
B. SHOP DRAWINGS INDICATING LAYOUT, SCHEDULES, INST ALLATION DETAILS, AND LOCATION OF CONTROLS.

DIVISION 26: ELECTRICAL

1.01 GENERAL: REFER TO ELECTRICAL DRAWINGS FOR ADDIT IONAL INFORMATION.

1.02 SUBMITTALS:

A. PRODUCT DATA TO INCLUDE DEVICE AND LIGHTING FIXT URE CUTSHEETS B. SHOP DRAWINGS OF SPECIALTY FIXTURES OR DEVICES

1.03 QUALITY ASSURANCE: PER MANUFACTURER'S RECOMMEND ATIONS FOR SUBSTRATE TO BE FINISHED . NO PAINTING OR INTERIOR FINISHING SHALL BE DONE UNDER CONDITIONS WHICH JEOPARDIZE THE QUALITY OR APPEARAN CE OF SUCH WORK.

A. ALL WOODWORK FINISHES TO MATCH ARCHITECT'S SAMPL E.

B. ALL COLORS ARE TO BE SELECTED BY THE ARCHITECT. CONTRACTOR SHALL PROVIDE THREE 8" X 10" BRUSH-OUT CARDS OF EACH OPAQUE FINISH COLOR AND OBTAIN ARCHITECT'S APPROVAL OF SAMPLES PRIOR TO APPLICATION. FOR TRANSPARENT FINISHES, PROVIDE THREE 8" X 10" SAMPLES OF EACH FINISH ON

THE SPECIES OF WOOD SPECIFIED AND OBTAIN ARCHITECT' S APPROVAL OF SAMPLES PRIOR TO COMMENCING WORK.

C. ALL WOOD SURFACES SHALL BE IN PROPER CONDITION T O RECEIVE THE SPECIFIED FINISH. WOODWORK SHALL BE HAND-SANDED AND DUSTED CLEAN.

ALL KNOT HOLES, PITCH POCKETS OR SAPPY PORTION SHALL BE SCRAPED AND SHELLACKED OR SEALED WITH KNOT SEALER. NAIL HOLES, CRACKS, OR

DEFECTS SHALL BE CAREFULLY PUTTIED AFTER FIRST COAT, WITH PUTTY MATCHING COLOR OF STAIN OR PAINT FINISH. REMOVE ANY OIL OR GREASE WITH MINERAL SPIRITS.

D. INTERIOR WOODWORK FINISHES SHALL BE SANDED BETWE EN COATS.

E. INTERIOR GYPSUM WALLBOARD SURFACES SHALL BE WIPE D WITH DAMP CLOTH

JUST PRIOR TO APPLICATION OF THE FIRST COAT, IN ORDER TO LAY FLAT ANY NAP WHICH MAY HAVE FORMED DURING THE SANDING PROCESS. CRACKS,

HOLES, OR IMPERFECTIONS IN PLASTER OR WALLBOARD SHALL BE FILLED WITH THE PROPER PATCHING COMPOUND FOR THAT MATERIAL.

F. EXAMINE ALL SURFACES TO BE FINISHED UNDER THIS C ONTRACT AND SEE THAT

THE WORK OF OTHER TRADES HAS BEEN LEFT OR INSTALLED IN SATISFACTORY CONDITION TO RECEIVE PAINT, STAIN, OR SPECIFIED FINISH. THE APPLICATION OF THE FIRST COAT SHALL INDICATE ACCEPTANCE OF THE SURFACE.

CLEANING AND RETOUCHING:

A. AT COMPLETION OF PAINTING, ALL PAINT MATERIALS A ND EQUIPMENT SHALL BE REMOVED, ALL PAINT SPOTS REMOVED AND ALL AREAS THOROUGHLY CLEANED.

ANY DIRT OR DEBRIS CAUSED BY WORK SHALL BE CLEANED UP AS WORK PROGRESSES.

B. RETOUCH OR REFINISH PAINTED SURFACES DAMAGED BY SUBSEQUENT WORK AS DIRECTED BY GENERAL CONTRACTOR. THE COST OF SUCH WORK SHALL BE BORNE BY THE TRADE RESPONSIBILE FOR THE DAMAGE.

1.04 PRODUCTS: PROVIDE ONE OF THE FOLLOWING PAINT SY STEM PRODUCTS WITH ZERO VOC: BENJAMIN MOORE, "ULTRA SPEC 500 SERIES"; PPG, "SPEEDHIDE SERIES"; SHERWIN WILLIAMS, "PROMAR 200 ZERO VOC"
A. ON GYPSUM WALLBOARD SURFACES, PROVIDE ACRYLIC-LA TEX-BASED PAINT,

TWO FINISH COATS OVER A SINGLE PRIME COAT, SHEEN AS FOLLOWS (UNLESS OTHERWISE NOTED ON DRAWINGS):

1. CEILINGS: FLAT.

2. PARTITIONS: EGGSHELL.

3. PARTITIONS IN BREAK/COFFEE/DINING-TYPE AREAS AND RESTROOMS:

SEMIGLOSS.

B. ON WOODWORK TO BE PAINTED, PROVIDE ACRYLIC-ENAME L-BASED PAINT, TWO FINISH COATS OVER A WOOD UNDERCOATER, SEMIGLOSS FIN ISH.

C. ON WOODWORK TO BE STAINED WITH A SATIN-VARNISH F INISH, PROVIDE TWO

FINISH COATS OF A WATERBORNE, CLEAR-SATIN VARNISH O VER A SEALER COAT AND A WATERBORNE INTERIOR WOOD STAIN (TO MATCH ARCH ITECT'S SAMPLE).

D. ON WOODWORK TO BE STAINED WITH A FULL-GLOSS, VAR NISH FINISH, PROVIDE

TWO FINISH COATS OF A WATERBORNE, CLEAR, FULL-GLOSS VARNISH OVER A

SEALER COAT AND A WATERBORNE INTERIOR WOOD STAIN (T O MATCH ARCHITECT'S SAMPLE).

E. ON NATURAL-FINISH WOODWORK WITH A SATIN-VARNISH FINISH, PROVIDE TWO

FINISH COATS OF A WATERBORNE, CLEAR-SATIN VARNISH O VER A SANDING SEALER.

F. ON NATURAL-FINISH WOODWORK WITH A FULL-GLOSS FIN ISH, PROVIDE TWO

FINISH COATS OF A WATERBORNE, CLEAR, FULL-GLOSS VAR NISH OVER A SANDING SEALER.

G. ON NATURAL-FINISH WOODWORK WITH A WAX-POLISHED F INISH, PROVIDE THREE FINISH COATS OF PASTEWAX OVER A SANDING SEALER.

H. ON FERROUS METAL SURFACES TO BE PAINTED, PROVIDE ONE SEMIGLOSS

ACRYLIC-LATEX ENAMEL FINISH COAT OVER ONE ALKYD ENAMEL UNDERCOAT AND ONE ALKYD-BASED OR EPOXY-METAL PRIMER.

I. ON SURFACES TO BE ELECTROSTATICALLY PAINTED, PRE PARE, PRIME, AND

REFINISH PER MANUFACTURER'S RECOMMENDATIONS USING ELECTROSTATIC EPOXY, TWO COAT MINIMUM. SUPPLIER: SOUTHERN COATINGS OR EQUAL.

1.05 EXTRA MATERIALS: UNLESS OTHERWISE DIRECTED BY O WNER, PROVIDE 1 GALLON OFEACH COLOR AND FINISH.

1.06 PAINTS AND COATINGS: COMPLY WITH VOC LIMITS IN THE AIR RESOURCES BOARD

ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE AND CALIFORNIA CODE REGULATIONS TITLE 17 FOR AEROSOL PAINT (13C.5.504.4.3).

DIVISION 10 - INFORMATION SPECIALTIES
101100: VISUAL DISPLAY BOARDS (NOT USED)
101400: SPECIALTY SIGNS

1.01 GENERAL: INCLUDES FURNISHING AND INSTALLING SIG NAGE AS INDICATED ON THE DRAWINGS.

1.02 SUBMITTALS:

A. SAMPLES OF EACH SIGN TYPE TO BE USED.

B. WARRANTY: SUBMIT WRITTEN WARRANTY PER QUALITY AS SURANCE.

1.03 QUALITY ASSURANCE:

A. WARRANTY ALL SIGNS AGAINST DEFECTS IN PAINT, STR UCTURAL INTEGRITY,

OPERATION AND GENERAL APPEARANCE FOR A PERIOD OF FIVE YEARS AFTER DATE OF SUBSTANTIAL COMPLETION.

B. MEETS T24 ACCESSIBILITY REQUIREMENTS.

1.04 PRODUCTS: AS INDICATED ON THE DRAWINGS.

CREATED:

PLOTTED:

PROJECT:

Huntsman Architectural Group
50 California Street Seventh Floor San Francisco CA 94111 T
All drawings and written material appearing herein constitute the original and unpublished work of the architect and may not be duplicated, used or disclosed without the prior written consent of the architect. © 2017 Huntsman Architectural Group
FILE:
# DATE ISSUE BY / CHECK
WWW.HUNTSMANAG.CO
M
415.394.1212 F 415.394.1222

STAFF RESTROOM REMODEL
C:\REVIT\temp\15041-08-Staff RR Remodel_CEN_R20_mdr.rvt 10/6/2020 3:30:48 PM
A-022

SPECIFICATIONS
11/30/11
15041.08

SAN MATEO CITY HALL
330 W. 20TH AVE. SAN MATEO, CA 94402

08.20.20 ISSUE FOR REVIEW

09.24.20 95% CD'S
1 10.07.20 PLAN CHECK RESPONSE
200 of 250

DEMOLITION - LEGEND

DESCRIPTION

EXISTING CONSTRUCTION TO BE REMOVED
SHEET NOTE 000

EXISTING CONSTRUCTION TO REMAIN
SYMBOL

CONSTRUCTION - LEGEND

DESCRIPTION
SHEET NOTE 000
0A-0.0 ELEVATION NUMBER

ELEVATION SHEET

ELEVATION TAG
00 DOOR TAG
SYMBOL
00 (E) FLOOR DRAIN AND CLEANOUTS NOT SHOWN FOR
CLARITY. LOCATIONS TO REMAIN AS-IS IF POSSIBLE, V.I .F.

SYMBOL
30" X 42" CLEAR FLOOR SPACE
NEW NON-RATED FULL HEIGHT PARTITION.
2X4 WOOD STUDS @ 16" O.C.,
WITH 5/8" GYP. BD. BOTH SIDES.

NEW 1 HR. RATED PARTITION. MATCH (E).

REFLECTED CEILING PLAN - LEGEND

DESCRIPTION
SHEET NOTE 000

CEILING HEIGHT

RELOCATED CEILING- MOUNTED LIFE-SAFETY STROBE
SYMBOL
X'-X"
(N) GYP. BD CEILING TO REPLACE EXISTING CEILING SEE DETAIL 1-6/A-920.
(N) LED DOWNLIGHT
MRF: INFINIUM, BY SPECTRUM LIGHTING
PRODUCT: 5" ROUND RECESSED LED DOWNLIGHT. SEE
ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.

L3
(N) WALL MOUNTED LED.

MRF: OXYGEN LIGHTING
PRODUCT: ADAGIO SERIES VANITY.

L2

HVAC GRILLE, SEE MECHANICAL DRAWINGS

DESCRIPTION SYMBOL
TRIMLESS ACCESS PANEL. METAL HOUSING
WITH GYP . BD. INSERT FLUSH WITH GYP.

BD. CEILING.

FINISH - LEGEND

DESCRIPTION
SHEET NOTE 000

XX FINISH TAG
(REFER TO FINISH SCHEDULE FOR INFORMATION)

SYMBOL FINISH TRANSITION

DEMOLITION - GENERAL NOTES

1. REFER TO PROJECT SPECIFICATIONS FOR MORE INFORMATION INCLUDING SELECTIVE DEMOLITION, PROTECTION AND CUTTING OF EXISTING CONSTRUCTION.

2. WHERE LIGHT FIXTURES HAVE BEEN DEMOLISHED, REMOV E ALL ASSOCIATED WIRING AND CONDUIT BACK TO SOURCE.

3. (E) LIFE SAFETY SYSTEM TO REMAIN INTACT AND OPER ATIONAL THROUGHOUT DEMOLITION.

4. SEE MEP DRAWINGS FOR MECHANICAL, ELECTRICAL, PLU MBING & LIFE SAFETY DEMOLITION SCOPE.

5. REMOVE (E) FLOORING, BASE, ASSOCIATED GLUE AND A DHESIVES THROUGHOUT TO THE EXISTING SUBSTRATE IN PREPARATION FOR NEW FINISHES.

CONSTRUCTION - GENERAL NOTES

1. FOR TYPICAL HARDWARE MOUNTING HEIGHTS, REFER TO ELEVATION 2/A-900.

2. DIMENSIONS ARE NOT ADJUSTABLE UNLESS NOTED OR AP PROVED BY ARCHITECT.

3. CONTRACTOR TO VERIFY DEMOLITION AS REQUIRED AND PREPARE FOR NEW FINISHES.

4. ALL PARTITIONS DIMENSIONED FROM FINISH FACE TO F INISH FACE (GYPSUM BOARD OR OTHER SCHEDULED FINISHES). CONTRACTOR SHALL VERIFY THE LOCATION AND THICKNESS OF SCHEDULED FINISH MATERIALS TO PROVIDE INDICATED CLEARANCES.

5. ALL WORK SHALL BE INSTALLED PLUMB, LEVEL, SQUARE AND TRUE, AND IN PROPER ALIGNMENT.

6. GC TO PROVIDE BACKING FOR WALL-MOUNTED DEVICES. SEE DETAIL 1/A-900.

7. DOORS TO HAVE 18" CLR SEE DETAIL 4/A-900.

8. FOR ACCESSIBLE FIXTURE MOUNTING DETAILS SEE 8/A- 800.

PROVIDE (N) 20 MIN. RATED 3'X7' SOLID
CORE WOOD VENEER DOOR. MATCH (E)
VENEER.

PROVIDE NEW 20 MIN. RATED METAL
FRAME. PAINT TO MATCH (E).

PROVIDE A CLOSER AND LATCHING
HARDWARE. MATCH (E) BUILDING
STANDARD.

A
6 A-900
6 A-900 (E) DOOR AND FRAME TO BE RELOCATED.

REPAINT DOOR AND FRAME.

R

REFLECTED CEILING PLAN - GENERAL NOTES

1. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITEC T OF ANY CONFLICTING CONDITIONS PRIOR TO AND DURING CONSTRUCTION.

2. PROVIDE ARCHIECT WITH FIXTURE, SWITCH AND DIFFUS ER CUT SHEETS PRIOR TO INSTALLATION.

3. ALL FIRE LIFE SAFETY AND SPRINKLER SYSTEMS TO BE PROVIDE BY THE DESIGN-BUILD SUBCONTRACTOR (UNLESS OTHERWISE NOTED).

4. IN THE EVENT OF DISCREPANCIES BETWEEN THE ARCHIT ECTURAL AND THE DESIGN BUILDING OR ENGINEERING DRAWINGS, THE ENGINEERING DRAWINGS

SHALL TAKE PRECEDENCE WITH RESPECT TO QUANTITY OR L AMP WATTAGE FOR COMPLIANCE WITH ENERGY CONSERVATION STANDARDS, WIRING AND CIRCUITING. THE ARCHITECTURAL DRAWINGS SHALL TAKE PRECEDENCE WITH RESPECT TO LOCATION AND FIXTURE TYPE. CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY IN WRITING OF ALL SUCH DISCREPANCIES.

5. WHERE LED LIGHT FIXTURES ARE SPECIFIED, PROVIDE DIMMING CONTROLS. VERIFY SPECIFICATIONS & REQUIREMENTS WITH ELECTRICAL DRAWINGS, ELECTRICAL ENGINEER AND ARCHITECT.

6. RECONFIGURE AND RE-BALANCE HVAC SYSTEM TO ACCOMM ODATE NEW LAYOUT.

FINISH - GENERAL NOTES

1. SEE ELEVATIONS ON A-800 FOR MORE INFORMATION..

2. TYPICAL PAINT COLOR AT GYP. BD. CEILINGS AND SOFFITS: P-1 FLAT U.O.N. TYPICAL PAINTED DOOR & FRAME FINISH: P-1 SEMI-GLOSS U.O.N.

3. FLOOR FINISHES:

A. VERIFY THAT SUB-SURFACE IS SMOOTH, LEVEL, AND FREE FROM DEFECTS WHICH WOULD AFFECT THE INSTALLATION . DO NOT PROCEED WITH WORK UNTIL DEFECTS HAVE BEEN CORRECTED. THOROUGHLY CLEAN SUB-FLOOR PRIOR TO INSTALLATION OF THE FINI SH FLOOR.

4. INTERIOR WALL AND CEILING FINISHES SHALL COMPLY WITH CBC SECTION 803.13 AND TABLE 803.13. INTERIOR FLOOR FINISH SHALL COMPLY WITH CBC SECTION 804.

5. PAINT ALL METAL ACCESS PANELS P-1 SEMI-GLOSS FIN ISH.

6. SEE DETAIL 7/A-900 FOR TILE CORNER DETAIL INSIDE / OUTSIDE.

7. TILE PATTERN TO START AT THE DOOR. FULL TILE CENTERED ON DOOR AS SHOWN.

8. REPAINT (E) DOORS P-1. PAINT DOOR FRAMES TO MATCH (E).

WOMEN'S

RESTROOM

MOTHER'S
ROOM
MEN'S

RESTROOM

JANITOR'S
CLOSET
60" CLR.
17 1/2"
34" CLR.

EQ. EQ.
5' - 0"
EQ.
6' - 4" CLR.
48" MIN.
60" CLR.
48" MIN.
6' - 4" CLR.
4" MAX.
4" MAX.
34" CLR.
34" CLR.
17 1/2"
34" CLR.

EQ. EQ.
34" CLR.

EQ. EQ.
60"
24"
44" CLR.
32" MIN. CLR. 32" MIN. CLR.
44" M
IN. 44" M
IN.
4"
36" 12"
EQ.
18" 4" 36"
44" CLR.
1' - 9"
4' - 3" 8"
1' - 9"
5' - 5" 8"
D.1 D.2
D.3
D.5
D.7
D.6
D.4
D.1 D.2
D.8

WOMEN'S

RESTROOM
MEN'S

RESTROOM

MOTHER'S
ROOM
D.7

JANITOR'S
CLOSET
D.3
D.6
L3
L3
L3 L3
L2
L3
8' - 0"
L3 L3 L3
L3
L2
L3
L3
8' - 0"

WOMEN'S

RESTROOM
MEN'S

RESTROOM

JANITOR'S
CLOSET

MOTHER'S
ROOM
EQ. EQ.

CL CL
EQ. EQ. EQ. EQ. EQ. EQ. EQ.

CL
30"
36" EQ. EQ.

EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ.

EQ. EQ.

CL
30"
36"
EQ. EQ.

EQ.
(E) CEILING TO REMAIN.

CENTER LIGHT

FIXTURE ABOVE
MIRROR.

CENTER LIGHT

FIXTURE ABOVE
MIRROR.
8' - 0"
F.1
P1
T1
T2
T3
P1
T1
T2
T3

WOMEN'S

RESTROOM
MEN'S

RESTROOM
F.2 F.2 CLCL

JANITOR'S
CLOSET
F.3
F.4

MOTHER'S
ROOM
P1
B1

WOMEN'S

RESTROOM
MEN'S

RESTROOM

JANITOR'S

CLOSET GB
CH
HD
M
PT
S
SC
SD
TP
W
WD
N.1
N.2
N.3
CH CH
CH CH
GB
HD
M
S
SD
TP TP
SC
SC SC
PT
W

MOTHER'S
ROOM
A
R
A
A-800
4 6
A-800
1 3
PT
N.1
2 5
N.4
CREATED:

PLOTTED:

PROJECT:

Huntsman Architectural Group
50 California Street Seventh Floor San Francisco CA 94111 T
All drawings and written material appearing herein constitute the original and unpublished work of the architect and may not be duplicated, used or disclosed without the prior written consent of the architect. © 2017 Huntsman Architectural Group
FILE:

NORTH
# DATE ISSUE BY / CHECK
WWW.HUNTSMANAG.CO
M
415.394.1212 F 415.394.1222

STAFF RESTROOM REMODEL
As indicated
C:\REVIT\temp\15041-08-Staff RR Remodel_CEN_R20_mdr.rvt 10/6/2020 3:30:53 PM
A-410

STAFF RESTROOM PLANS
04/02/20
15041.08

SAN MATEO CITY HALL
330 W. 20TH AVE. SAN MATEO, CA 94402

DOOR, FRAME & HARDWARE LEGEND

NUMBER DESCRIPTION
D.1 REMOVE (E) FLOOR AND WALL TILE, TOILET PARTITION S, FIXTURES, AND ACCESSORIES THROUGHOUT. (E) FLOOR DRAINS AND CLEANOUTS TO REMAIN.

D.2 REMOVE ALL (E) ACOUSTICAL TILE CEILINGS, LIGHT F IXTURES, AND CEILING MOUNTED DEVICES.

D.3 REMOVE (E) DOOR, DOOR FRAME, HARDWARE, AND SECTI ON OF EXISTING WALL.

D.4 REMOVE (E) JANITOR'S ROOM DOOR, FRAME, AND HARDW ARE AND SALVAGE FOR RELOCATION.

D.5 DEMOLISH FURRED WALL AND REPLACE WITH NEW FURRED WALL PER CONSTRUCTION PLAN. V.I.F.

D.6 (E) ELECTRICAL OUTLET TO REMAIN.

D.7 (E) HOSE BIB TO REMAIN. RELOCATE IF NEEDED, V.I. F.

D.8 (E) JANITOR'S SINK TO REMAIN

NUMBER DESCRIPTION
N.1 PROVIDE AND INSTALL (N) DOOR, FRAME, AND WALL MO UNTED RESTOOM SIGNAGE. SEE DETAIL 9/A-800.

N.2 INSTALL SALVAGED POCKET DOOR OR PROVIDE (N) TO M ATCH (E).

N.3 REDUCE WIDTH OF (E) FURRED WALL. REPLACE WITH NE W FURRED WALL, V.I.F. DEPTH TO MATCH FURRING IN MEN 'S ROOM.

N.4 ENLARGE (E) DOOR OPENING TO FIT (N) 3'-0" WIDE D OOR. V.I.F.

EQUIPMENT NUMBER TYPE DESCRIPTION MFR PRODUCT NAME NOTE CH COAT HOOK BOBRICK B-670
GB GRAB BARS BOBRICK B-6806 MOUNT PER DETAILS.

HD RECESSED

AUTOMATIC HAND
DRYER
BOBRICK B-3725
M MIRROR 48" X 42"-MEN'S, 60" X 42"-WOMEN'S

PT FLOOR ANCHORED,

OVERHEAD BRACED

TOILET PARTITION
ASI,

ACCURATE
BLACK CORE PHENOLIC.

FINISH: WEATHERED ASH

S SINK SONOMA

CAST STONE
NUCRETE N603. CUSTOM
RAMP SINK.

SEE PLAN FOR DIMENSIONS AND FLARED
END.

SC TOILET SEAT COVER REUSE (E). MOUNT PER DETAILS.

SD SOAP DISPENSER SLOAN ESD 200-P

TP TOILET PAPER

DISPENSER/ SHELF
(N) TO

MATCH (E)
MOUNT PER DETAILS.

W PAPER TOWEL

DISPENSER/ TRASH
(N) TO

MATCH (E)
MOUNT PER DETAILS.

WD SANITARY

PRODUCTS

RECEPTACLE
(N) TO

MATCH (E)
MOUNT PER DETAILS.

TAG TYPE DESCRIPTION MANUFACTURER PRODUCT NOTE
B1 RUBBER BASE TBD
P1 PAINT BENJAMIN
MOORE
2121-70 CHANTILLY LACE
T1 FLOOR TILE DALTILE COLOR

BODY PORCELAIN
TILE

CHORD, FORTE GREY, CH
25 12" X 24"
T2 WALL TILE DALTILE

PANORAMIC

PORCELAIN
MANOR WHITE, CM18,
MATTE FINISH, 24" X 48"
T3 ACCENT WALL TILE DALTILE COLOR
WHEEL
MUSTARD, 3" X 6"

DEMOLITION SHEET NOTES

CONSTRUCTION SHEET NOTES

EQUIPMENT SCHEDULE

FINISH SCHEDULE

NUMBER DESCRIPTION
F.1 TOUCH UP PAINT AND BASE IN CORRIDOR DUE TO DEMOL ITION/CONSTRUCTION. MATCH EXISTING.

F.2 TILE TO VCT TRANSITION.

F.3 NO NEW FLOORING OR PAINT INSIDE JANITOR'S CLOSET .

F.4 NO WALL TILE IN MOTHER'S ROOM. PAINTED GYP. BD. WALLS AND NEW RUBBER BASE.

FINISH SHEET NOTES
1/4" = 1'-0" 1 DIMENSION PLAN
1/4" = 1'-0" 3 DEMOLITION PLAN
1/4" = 1'-0" 4 REFLECTED CEILING PLAN
1/4" = 1'-0" 5 FINISH PLAN
1/4" = 1'-0" 2 CONSTRUCTION PLAN

08.20.20 ISSUE FOR REVIEW

09.24.20 95% CD'S
1 10.07.20 PLAN CHECK RESPONSE
201 of 250
TILE FINISH, W.O.

SELF TAPPING SCREWS
GRAB BAR 1/A -900.

NOTE:

GRAB BARS SHALL SUPPORT A 250 LB POINT
LOAD. CBC SECTIONS 11B -609.8 & 11B -610.4.

FLUSH MOUNTED STUD BACKING,

SEE DETAIL
01/16 AC -EQUIP -GRAB -BAR -BACKING -STUDS
0' - 1 1/2" CLR.

MIN. CLR.
1' - 0"
MIN. CLR.
0' - 1 1/2"
PROJECTING OBJECT W.O.

SHOWN DASHED
PROJECTING OBJECT W.O.

SHOWN DASHED

PARTITION AS SCHEDULED
DIMENSIONS TO REFLECTIVE SURFACE:
40" MAX. WHEN ABOVE VANITY
35" MAX. WHEN ABOVE FLOOR
20" MAX. AT DRESSING ROOM
01/18 AC -HTS -RR

SEAT COVER
(SC)

SANITARY NAPKIN DISPENSER
(SND)

TOWELS/WASTE
(W)

LAVATORY
(LV)

COAT HOOK
(CH)

ACCESSIBLE STALL - SIDE
(WC)

TOILET PAPER DISPENSER
(TP)

SANITARY NAPKIN DISPOSAL (SD)

URINAL - FRONT
(UR)
MIRROR
(MI)

ACCESSIBLE STALL - FRONT
(WC)
GRAB
BAR
(GB)

URINAL - SIDE
(UR)
40" MAX.

VARIES
48" MAX. AT ACCESSIBLE
42" MIN. 12" MAX.
54" MIN.

CL
8" (7" MIN. - 9" MAX.)
MIN. CLR.
1 1/2"
B.O. OUTLET
19" MIN. TO
CLR.
1 1/2" MIN.
(17" MIN. - 18" MAX.)
17 1/2" CL
12" 24"
19" MAX.
17" MIN.
33" MIN. - 36 MAX. T.O. BAR
34"

SEE PLAN
60" MIN. CLR. W/ TOE SPACE OR 66" MIN. CLR.
44" MAX.
30" MIN. CLR. @ 24" DP. ALCOVE
36" MIN. CLR. @ >24" DP. ALCOVE
17" MAX.
60" MIN.

SEE PLAN
13 1/2" MIN.
6" MIN.
9" MIN.

CL
12" MAX.

TOE SPACE EITHER

SIDE OF STALL
6" MIN.

A-800
10 24" MIN.

LAVATORY
(LV)
34" MAX.

HAND DRYER
(HD)
FI -TRAN -TILE -TILE 02/18

TILE TILE

SCHEDULED DOOR
AND FRAME, W.O.

T.O. SLAB
(N) TILE

ONE PIECE TRANSITION STRIP
SPEC: SCHLUTER SCHIENE.

SCRIBE AROUND DOOR
STRIKE.
(E) TILE
CL

DRAWING NOT TO SCALE

MEN WOMEN

SIGN TEXT

1. MOUNT ALL WALL SIGNS ON LATCH SIDE OF

DOOR, OR WHERE THERE IS NO SPACE MOUNT
ON NEAREST ADJACENT WALL.

2. ALL SIGNS TO HAVE NON -GLARE FINISH.

3. SIGNS SHALL COMPLY W/ REQUIREMENTS OF
CBC SECTIONS 11B -216.8 AND 11B -703.

4. PROVIDE EASED EDGES AT ALL SIGNS W/ 1/8"
MIN. RADIUS AT CORNERS.
08/19 AC -SIGN -RESTROOM

BACKGROUND SHALL CONTRAST

WITH CHARACTERS, SYMBOLS AND
PICTOGRAMS.
3/4" H CHARACTERS SHALL HAVE

A WIDTH -TO -HEIGHT RATIO W/ FONT
UPPERCASE LETTER O AT 60% MIN.

AND 110% MAX. THE LETTER I. THE

STROKE WIDTH OF THE LETTER I
SHALL BE 10% MIN & 20% MAX. THE
CHARACTER HT. SEE DETAIL G.

BRAILLE. SEE DETAIL G. MEN'S WALL SIGN
5/8" H. MIN. TYPE RAISED 1/32" MIN.

HELVETICA MEDIUM UPPERCASE
LETTERS.

CONTRACTED GRADE 2 BRAILLE,
3/8" MIN. TO 1/2" MAX. BELOW

BOTTOM OF TEXT TO TOP OF
BRAILLE.

MIN. DIM. BETWEEN BRAILLE AND

RAISED BORDER OR TACTILE
ELEMENT.
1/4" THK DOOR
SIGN. COLOR

CONTRASTS W/
DOOR
12" NTS.

F
CL
CL
10" NTS. 10" NTS.
10" NTS.
6" NTS.
6" NTS.
10" NTS.

SEE G FOR MTG. HT.

WOMEN'S WALL SIGN E SEE G FOR MTG. HT.

MEN'S DOOR SIGN DWOMEN'S DOOR SIGN C
12" NTS.
(9" MIN. PER CODE)
0' - 10"
F
-
E
-
CL
(58" MIN. - 60" MAX. REQ'D)
59" A.F.F.

EQ EQ EQ EQ
CL CL
(9" MIN. PER CODE)
0' - 10"
EQ EQ
C
-
D
-

A WOMEN'S RESTROOM

ELEVATION B MEN'S RESTROOM
ELEVATION G TACTILE WALL SIGNS MTG. HT.

HIGHEST RAISED CHARACTER
60" MAX. A.F.F. TO BASELINE OF
1/2" MAX.
3/8" MIN.

BOTTOM OF BRAILLE
48" MIN. A.F.F. TO
3/8" MIN.

WALL MOUNTED LAVATORY
1 1/2" = 1'-0"
01/16 974_AC-EQUIP-SINK-SOHO

PROVIDE HANDY-SHIELD

SAFETY COVERS
(WHEELCHAIR/OFFSET

TAILPIECE/VALVE SUPPLY

COVER) AROUND DRAIN & HOT
WATER LINES PER C.B.C.
11B-606.5. COLOR: WHITE.

MIRROR AS SCHEDULED
9" MIN.

TOE CLR.
0' - 6" MAX. 0' - 11" MIN.

AT LAVATORY
17" MIN. - 19" MAX.
27" MIN.
29" MIN.

CONCRETE COUNTER AS

SCHEDULED
0' - 8" MIN.

MIN. CLEAR SPACE REQUIRED
30"

INTEGRAL SINK BEYOND
1/4" STEEL PLATE

DOUBLE WALL STUD
34"
T2
TYP.

T3
TYP.

T2
TYP.

SC SC
(2) FULL TILES, TYP. (2) FULL TILES, TYP.
7 A-800
T2
TYP.

T3
TYP.

T2
TYP.
10 A-800
M HD W
6' - 11"
CL
T2
TYP.

T3
TYP.

T2
TYP.

SC SC SC 7
A-800
T2
TYP.

T3
TYP.

T2
TYP.

MHD W
10 A-800
6' - 11"
CL
OPEN
OPEN
(E) SPRINKLER LINE, W.O.

CREATED:

PLOTTED:

PROJECT:

Huntsman Architectural Group
50 California Street Seventh Floor San Francisco CA 94111 T
All drawings and written material appearing herein constitute the original and unpublished work of the architect and may not be duplicated, used or disclosed without the prior written consent of the architect. © 2017 Huntsman Architectural Group
FILE:
# DATE ISSUE BY / CHECK
WWW.HUNTSMANAG.CO
M
415.394.1212 F 415.394.1222

STAFF RESTROOM REMODEL
C:\REVIT\temp\15041-08-Staff RR Remodel_CEN_R20_mdr.rvt 10/6/2020 3:30:55 PM
A-800

ELEVATIONS AND DETAILS
07/25/19
15041.08

SAN MATEO CITY HALL
330 W. 20TH AVE. SAN MATEO, CA 94402
3" = 1'-0" 7 GRAB BAR BACKING
1/2" = 1'-0" 8 ACCESSIBLE RESTROOM FIXTURE MOUNTING HEIGHTS 6" = 1'-0" 11 TILE/TILE TRANSITION
3/8" = 1'-0" 9 RESTROOM ENTRY SIGNS
10 SEE DETAIL 8/ - FOR MOUNTING

HEIGHT INFORMATION
1/2" = 1'-0" 1 MEN'S ROOM ELEVATION - WEST
1/2" = 1'-0" 6 WOMEN'S ROOM ELEVATION - EAST
1/2" = 1'-0" 4 WOMEM'S ROOM ELEVATION - WEST
1/2" = 1'-0" 3 MEN'S ROOM ELEVATION - EAST

08.20.20 ISSUE FOR REVIEW

09.24.20 95% CD'S
1 10.07.20 PLAN CHECK RESPONSE
1/2" = 1'-0" 5 WOMEN'S RESTROOM ELEVATION - NORTH
1/2" = 1'-0" 2 MEN'S RESTROOM ELEVATION - SOUTH
SEE DETAIL 8/ - FOR MOUNTING

HEIGHT INFORMATION
SEE DETAIL 8/ - FOR MOUNTING

HEIGHT INFORMATION
SEE DETAIL 8/ - FOR MOUNTING

HEIGHT INFORMATION
SEE DETAIL 8/ - FOR MOUNTING

HEIGHT INFORMATION
SEE DETAIL 8/ - FOR MOUNTING

HEIGHT INFORMATION
202 of 250

TYPICAL BACKING DETAIL
1 1/2" = 1'-0"
08/15 SF903_PT-BACK-PLATE

STUD GAGE
12"
16"
24"
STUD

SPACING
LOAD
TYPE
V
T
V
T
T
264
566
264
566
264
16 264
570
264
570
264
18 264
306
264
306
264
20 NOTE:

1. DETAIL SHOWN IS PRE-

ENGINEERED SYSTEM BY
METAL-LITE, INC "FLUSH-
MOUNT", WHERE FLUSH,

SMOOTH WALL IS
REQUIRED. BACKING FOR

HANDRAILS, GRAB BARS,

TUB & SHOWER SEATS,

WALL-HUNG EQPT &

FURNITURE

2. SYSTEM TESTED W/
APPROVAL # R-0192,

CALIFORNIA OFFICE OF

STATEWIDE PLANNING &

DEVELOPMENT

3. SYSTEM TESTED FOR PULL
& POINT LOAD OVER 250
LBS. VERIFY LIMITATIONS

W/ MANUFACTURER

FLUSH MOUNTED STUD
BACKING, 6" W/ 1-1/4" LEGS X
14 GA AS MANUFACTURED
BY METAL-LITE, INC.

METAL STUDS, 20 GA MIN,

SLAB-TO- SLAB, SIZE &

SPACING AS SCHEDULED ALLOWABLE LOADS (LBS)
SCREWS PER MFR.

REQUIREMENTS
* NOTE: 48" MIN. IF DOOR HAS
BOTH A LATCH AND A CLOSER.

HATCHED AREA MUST BE
LEVEL (NO MORE THAN 1:48
SLOPE)

PROVIDE THIS ADDITIONAL

SPACE IF DOOR IS EQUIPPED

WITH BOTH A LATCH AND A
CLOSER
01/16 AC -PLAN -DOOR -CLEARANCE

ALL DOORS IN ALCOVES

MUST COMPLY WITH

CLEARANCES FOR FRONT
APPROACH.

MANEUVERING CLEARANCES

PER CBC SECTIONS
11B -404.2.4 AND 11B -404.2.4.4 LATCH APPROACH C

HINGE APPROACH B

FRONT APPROACH A
60" MIN. 48" MIN.

PUSH SIDE

PULL SIDE
12" MIN.
18" MIN. CLR. AT INT. DOORS
24" MIN. CLR. AT EXT. DOORS
60" MIN. 44" MIN.*
24" MIN.
60" MIN. 44" MIN.*
36" MIN.

PUSH SIDE

PULL SIDE
* NOTE: 48" MIN. IF DOOR HAS
BOTH A LATCH AND A CLOSER. 22" MIN.
58" MIN.
10/12 SF910_DW-DOOR-ALUM-CLG-WTYPE-S

A SECTION
0' - 0 1/4" 0' - 0 1/2"
0' - 1 1/2"

CEILING AS SCHEDULED

SCHEDULED ALUMINUM
FRAME. PROVIDE

FIRE-RATED FRAMES

WHERE NOTED ON DOOR

SCHEDULE
PROVIDE DOUBLE STL.

STUDS AT ALL JAMBS

AND AT ALL HEAD

CONDITIONS
(E) FULL HEIGHT

PARTITION

SCHEDULED DOOR
B.O. CEILING
SEE R.C.P. FOR HEIGHT

SCHEDULED ALUMINUM
FRAME
(E) PARTITION

SCHEDULED DOOR

SCHEDULED FLOORING

THRESHOLD WHERE

SCHEDULED

A SECTION

B PLAN SECTION
NOTE: PROVIDE PAINTABLE CAULK BETWEEN DOOR

FRAME & PARTITION WHERE GAPS, HOLES VOIDS,
ETC. OCCUR

ELECTRICAL OUTLET
08/15 SF905_PC-MTG-HT-EXST
LIGHT SWITCHES. GANG AT

LOCATIONS W/ TWO OR MORE
SWITCHES.

CL
80" TO BOTTOM OF DEVICE
72" AT NON-ACCESSIBLE, OR MATCH (E)
48" AT ACCESSIBLE
MATCH (E) OR 48" MAX 30" MIN. TO 44" MAX.

TO KEY SLOT. MATCH (E) 48" MAX.

MATCH (E)
15" MIN.

MATCH (E)

ALIGN ALL DEVICES AT

LOCATION AS DIMENSIONED

ON PLAN, OR NEXT TO

DOOR/OPENING AS

DIMENSIONED BELOW
DOOR

FIRE ALARM STROBE
COAT HOOKS, W.O.

THERMOSTAT OR CARD
READER, W.O.

LEVER HARDWARE

TELEPHONE OUTLET (GANG

AT LOCATIONS WITH TWO OR

MORE OUTLETS)

TILE CORNER DETAIL-INSIDE & OUTSIDE
6" = 1'-0"

WALL TILE AS SCHEDULED
11/15 940_FI-TILE-CORNER

ELASTIC SEALANT

GROUT AND SEALER AS

SCHEDULED

INSIDE TILE CORNER

USE WHERE COVE TILE IS NOT

SPECIFIED (COUNTERTOPS,
NICHES, AND SIM.)

OUTSIDE TILE CORNER

USE WHERE BULLNOSE OR

QUARTER ROUND TILE IS NOT

SPECIFIED

QUADEC SCHLUTER STRIP

MORTAR BOND COAT

PARTITION AS SCHEDULED

CERAMIC TILE SETTING MATERIALS
6" = 1'-0"
03/20 940_FI-TILE-PRODUCTS-LIST

FOR FLOORS AND WALLS (STANDARD DUTY/SMALL FORMAT
TILE):

CBP VERSABOND FLEX THIN SET LATEX-PORTLAND
CEMENT MORTAR, OR EQ. (ANSI 118.4)
FOR LARGE FORMAT TILES AND STONE TILE:

CBP PRO-LITE THIN SET PORTLAND CEMENT AND POLYMER
MORTAR, OR EQ. MORTAR BOND COAT WITH LARGE &
HEAVY TILE (LHT) CHARACTERISTICS (ANSI A118.15)
FOR GLASS TILES:

CBP GLASS TILE PREMIUM THIN SET MORTAR, OR EQ.
(ANSI A118.15)

GLASS TILE SHALL BE INSTALLED PER TCNA GUIDELINES
AND ANSI A108.16 INSTALLATION STANDARD

MORTAR BOND COAT

CEMENTITIOUS

BACKER BOARD

WONDERBOARD CEMENT BACKER BOARD OR HARDI-
BACKER BOARD. THICKNESS AS SHOWN IN DETAILS

CBP CRACK BUSTER PRO CRACK-ISOLATION

MEMBRANE

CRACK-ISOLATION
MEMBRANE (C.I.M.)

CBP EASY-MAT CRACK ISOLATION AND ACOUSTIC

UNDERLAYMENT

SCHLUTER DITRA MAT

PRODUCT DECRIPTION
PER C.I.M. MANUFACTURER'S SPECIFICATIONS C.I.M. SUBSTRATE

CBP REDGARD LIQUID-APPLIED WATERPROOFING AND

CRACK-PREVENTION MEMBRANE
CBP 9240 WATERPROOFING AND ANTI-FRACTURE

MEMBRANE
√

WATERPROOFING

MEMBRANE

SHOWER PAN LINER

ELASTIC JOINT

SEALANT

GROUT AT FLOOR

GROUT AT

WALLS & CEILINGS

GROUT SEALER

PORTLAND CEMENT

MORTAR BED

EDGE TRIM
SUBSURFACE FLATNESS:

TO AVOID LIPPAGE PER ANSI A108.02, ACCEPTABLE SUBSU RFACE FLATNESS SHALL BE NO GREATER THAN 1/4" PER 10' FOR SMALL FORMAT TILE (ALL EDGES <15") AND 1/8" PER 10' FOR LARGE FORMAT TILE (ANY EDGE >15").

GENERAL CONTRACTOR SHALL ENSURE SUBSURFACE FLATNESS AND NOTIFY ARCHITECT IF OTHERWISE. THE TILE SUBCONTRACTOR SHA LL INSPECT AND ACCEPT EACH SUBSTRATE SURFACE FOR FLATNESS PRIOR TO INSTALLATION OF TILE. IF WALL

SUBSURFACES ARE NOT FLAT, PROVIDE CEMENTITIOUS SKIM COAT MATERIAL AND PATCH AS REQUIRED. IF FLOOR SUBSURFACES ARE NOT LEVEL, PROVIDE CEMENTITIOUS SELF-LEVELING UNDERLAYMENT PER TCNA METHOD F-205. IF WALL TILE

IS TO BE INSTALLED IN AREAS WITH WALL-WASH LIGHT FI XTURES, USE APPROPRIATE SETTING MATERIAL TO AVOID BOND COAT SHRINKAGE OR SAGGING.

SEE PARTITION SCHEDULE FOR WALL ASSEMBLIES

SEE FINISH SCHEDULE FOR TILE SPECIFICATIONS
IAPMO LISTED. PVC. USE PRE-FABRICATED CORNERS
AND MANUFACTURER'S APPROVED ADHESIVE. PASCO,
I2M, OR EQUAL
CBP 100% SILICONE COMMERCIAL SEALANT, COLOR

MATCHED, OR APPROVED EQUAL
CEMENTITIOUS, SANDED: CBP PRISM SURE COLOR GROUT
OR EQ.
100% COMMERCIAL EPOXY GROUT PER ANSI A118.3

CBP FUSION PRO SINGLE COMPONENT GROUT OR
MODIFIED EPOXY GROUT PER ANSI A118.8
CEMENTITIOUS, UNSANDED: CBP
POLYBLEND OR EQ.
100% COMMERCIAL EPOXY GROUT PER ANSI A118.3

CBP FUSION PRO SINGLE COMPONENT GROUT OR
MODIFIED EPOXY GROUT PER ANSI A118.8

AQUAMIX 'SEALERS CHOICE' WATER BASED PENETRATING
SEALER, OR EQUAL. USE ON FLOORS AND WALLS (ALL

AREAS) WHEN EPOXY GROUT IS NOT SPECIFIED
NOTE: ALL STONE TILE INSTALLATIONS SHALL BE FINISHED

WITH A NO-VOC PENETRATING SEALER

LATICRETE PREMIUM MORTAR BED OR APPROVED EQUAL
SCHLUTER SCHIENE, COLOR:

CBP "PROFILES" EDGE TRIM, COLOR:
√
√
√
CREATED:

PLOTTED:

PROJECT:

Huntsman Architectural Group
50 California Street Seventh Floor San Francisco CA 94111 T
All drawings and written material appearing herein constitute the original and unpublished work of the architect and may not be duplicated, used or disclosed without the prior written consent of the architect. © 2017 Huntsman Architectural Group
FILE:
# DATE ISSUE BY / CHECK
WWW.HUNTSMANAG.CO
M
415.394.1212 F 415.394.1222

STAFF RESTROOM REMODEL
C:\REVIT\temp\15041-08-Staff RR Remodel_CEN_R20_mdr.rvt 10/6/2020 3:30:56 PM
A-900

MISC DETAILS
07/20/15
15041.08

SAN MATEO CITY HALL
330 W. 20TH AVE. SAN MATEO, CA 94402
1 1/4" = 1'-0" 4 LEVEL MANEUVERING CLEARANCES AT DOORS
3" = 1'-0" 6 ALUMINUM DOOR FRAME
1/2" = 1'-0" 2 TYPICAL DEVICE MOUNTING HEIGHT
711

08.20.20 ISSUE FOR REVIEW

09.24.20 95% CD'S
1 10.07.20 PLAN CHECK RESPONSE
203 of 250
RECESSED DOWNLIGHT-AT GYP. BOARD CEILING
3" = 1'-0"

CEILING AS SCHEDULED
08/15 SF920_CG-REC-DOWNLIGHT

SCHEDULED LIGHT FIXTURE
VERTICAL HANGER WIRE.

SEE DETAIL 3/-.

STRUCTURE ABOVE
TWO (2) 12 GA. SLACK

SAFETY WIRES ATTACHED

TO FIXTURE AT DIAGONAL

CORNERS AND ANCHORED

TO STRUCTURE ABOVE FOR
UP TO 56 POUNDS
NOTES:

1. WITH HEAVY DUTY GRID SYSTEM-FIXTURES WEIGHING 56 POUNDS OR MORE MUST HAVE (4) TAUT 12 GA. WIRES ATTACHED TO FIXTURE AND TO STRUCTURE ABOVE.

HANGER WIRE GRID CONNECTION TYP.
6" = 1'-0"

CEILING GRID
08/15 SF920_CG-SUSP-HANG-WIRE-WRAP
12 GAUGE HANGER WIRE MIN.

THREE (3) TIGHT TURNS
WITHIN 1 1/2"
1 1/2"

CEILING GRID AT SEISMIC STRUT
3" = 1'-0"
NO. 12 GA. VERTICAL WIRE

HANGER, ADJACENT TO TUBE,

SECURED TO STRUCTURE
ABOVE
08/15 SF920_CG-SUSP-GRID-STRUT

ELECTRICAL METALLIC

TUBING (EMT CONDUIT)

CRIMPED END TO STRUCTURE
ABOVE. SEE TABLE BELOW

FOR SIZES AND ALLOWABLE
LENGTHS. LEVEL CEILING

GRID PRIOR TO SETTING TUBE

MAIN RUNNER CROSS RUNNER
1/2"
3/4"
1"
1-1/4"

SIZE ALLOWABLE LENGTH
3'-10"
5'-2"
6'-6"
8'-6"
EMT
EMT
EMT
EMT
45º, TYP

LATERAL BRACING WIRES
DIRECTION, TYP.

SEE DETAIL

CONNECTIONS TO OVERHEAD
STRUCTURE: ALL HANGER AND

SPLAYED BRACING WIRES

SHALL BE FIRMLY ANCHORED
TO OVERHEAD SUPPORT.

SEE DETAIL 3/A-920

CONNECTION DEVICES SHALL
HAVE A CAPACITY OF 100 LBS.

MIN; BRACING OCCURS AT
12'-0" O.C. EACH

SLOT END OF TUBE TO FIT OVER
CEILING RUNNER; SECURE W/
1/4" MACHINE BOLT
NOTE:

VERIFY AND PROVIDE EXACT STRUT MATERIALS/
METHODS REQUIRED BY LOCAL AUTHORITIES.
4/ A-920

GYPSUM CEILING (NON-RATED)
1 1/2" = 1'-0"
08/15 CG-GYP-SUSP
NOTES:

1. IN SEISMIC ZONES 3 AND 4, PROVIDE SEISMIC BRACING : COMPRESSION POST AND LATERAL BRACING WIRE SIMILAR TO CEILING GRID W/ SEISMIC BRACING.

SEE DETAILS 1/A-920 AND 5/A-920.
1 1/2" STEEL CHANNEL AT
4'-0" O.C.

METAL FURRING CLIPS
STEEL FURRING CHANNELS.

SEE LIMITING SPANS TABLE

GYPSUM BOARD SECURED TO

FURRING CHANNELS
NO. 12 VERTICAL AND DIAGONAL
BRACING WIRES @ 4' O.C. MAX.

LIMITING SPANS - METAL FURRING CHANNELS

TYPE FURR
MEMBER
DWC-25
(HEMMED)
DWC-20
(UNHEMMED)
MEMBER

SPACING
16" O.C.
24" O.C.
16" O.C.
24"O.C.

SINGLE LAYER
PANELS (2.5 PSF MAX)
1-SPAN
5'-9"
5'-0"
6'-11"
6'-0"
3-SPAN
7'-1"
6'-2"
8'-6"
7'-5"

DOUBLE LAYER PANELS
(5.0 PSF MAX)
1-SPAN 3-SPAN
4'-7"
4'-0"
5'-5"
4'-9"
5'-8"
4'-11"
6'-9"
5'-11"

3. INSTALL PER C.B.C. 2506 & REFERENCED STANDARDS.

HANGER WIRE @ WOOD STRUCTURE
1 1/2" = 1'-0"
08/15 CG-SUSP-HANG-WIRE-WOOD-STRUCT
1/4" SCREW EYE CENTERED

ON TRUSS JOIST
4 TIGHT TURNS

WOOD STRUCTURE

AND DECKING
(4) #12 SEISMIC WIRE SLOPING
AT 45° MAX. PROVIDE

PERIMETER VERTICAL WIRES
8" FROM WALL

EMBEDMENT
1 1/4" MIN.

EMBEDMENT
1 1/4" MIN.
1/4" SCREW EYE NOTE: WHERE

BRACING WIRE RUNS

PARALLEL TO JOISTS, EMBED

FASTENER IN JOIST FLANGE
4 TIGHT TURNS

WOOD STRUCTURE

AND DECKING
(4) #12 SEISMIC WIRE SLOPING
AT 45° MAX. PROVIDE

PERIMETER VERTICAL WIRES
8" FROM WALL

CEILING GRID W/ SEISMIC BRACING
3" = 1'-0"
12 GA. VERTICAL HANGER
WIRE AT 4'-0" EA. WAY WITH
MIN. 3 TIGHT TURNS IN 1 1/2"
BOTH ENDS OF WIRE, TYP.
08/15 SF920_CG_SUSP_GRID

COMPRESSION POST (PER
LOCAL AUTHORITIES) AT 12'-0"
O.C. EA. WAY WITH FIRST
POINT TO BE WITHIN 6'-0"

FROM EACH WALL FASTENED

TO MAIN RUNNER &
STRUCTURE ABOVE.

SEE DETAIL
SEE NOTE 2
45º MAX, TYP

AT POST LOCATIONS,
PROVIDE FOUR 12 GA.

LATERAL BRACING WIRE WITH
MIN. 4 TIGHT TURNS IN 1 1/2"
BOTH ENDS OF WIRE TYP.

CROSS RUNNERS

MAIN RUNNERS

1. INSTALL PER ICC #ER 2244, ASTM C 635,ASTM C
636 & CISCA GUIDELINES

2. SPACE BRACING WIRE CONNECTIONS 2" MAX.

FROM GRID INTERSECTIONS

3. PROVIDE VERTICAL HANGER WIRES 8" MAX.

FROM ADJACENT VERTICAL SURFACES

4. CROSS RUNNERS MAY BE SECURED TO WALL

ANGLES ON TWO ADJACENT SIDE OF ROOM ONLY

5. RUNNERS TO STOP 1/2" CLEAR OF
PARTITIONS TYP.

6. VERIFY GRID RATING W/ MFR.

SUPPORT WIRE SPACING SHOWN IS
FOR 'HEAVY DUTY' CEILING GRIDS. FOR
'MEDIUM DUTY' GRIDS USED IN SEISMIC

HAZARD ZONES, DECREASE WIRE
SPACING TO 3'-0" O.C.

CREATED:

PLOTTED:

PROJECT:

Huntsman Architectural Group
50 California Street Seventh Floor San Francisco CA 94111 T
All drawings and written material appearing herein constitute the original and unpublished work of the architect and may not be duplicated, used or disclosed without the prior written consent of the architect. © 2017 Huntsman Architectural Group
FILE:
# DATE ISSUE BY / CHECK
WWW.HUNTSMANAG.CO
M
415.394.1212 F 415.394.1222

STAFF RESTROOM REMODEL
C:\REVIT\temp\15041-08-Staff RR Remodel_CEN_R20_mdr.rvt 10/6/2020 3:30:57 PM
A-920

CEILING DETAILS
07/07/15
15041.08

SAN MATEO CITY HALL
330 W. 20TH AVE. SAN MATEO, CA 94402
6 4
5 2
3 1

08.20.20 ISSUE FOR REVIEW

09.24.20 95% CD'S
1 10.07.20 PLAN CHECK RESPONSE
204 of 250
DWG#DESCRIPTION DRAWING INDEX# ABBREVIATIONS

ELECTRICAL LEGEND

GENERAL SHEET NOTES
FILE:
#DATEISSUEBY / CHECK
Amit Wadhwa & Associates
870 Market Street(Flood Bldg) Suite 846San Francisco, CA 94102415.788.9999 tel415.617.0076 faxEngineers20055 IN MY PROFESSIONAL JUDGEMENT, TENANT WORKSHOWN ON THESE DOCUMENTS DOES NOT INFRINGEUPON THE EXISTING LIFE SAFETY SYSTEM FOR THISBUILDING.

REGISTERED PROFESSIONAL ENGINEER
LEVI G. ABARTE No. E-17622ELECTRICAL Exp. 09/30/21STATE OF CALIFORNIA Huntsman Architectural Group50 California Street Seventh Floor San Francisco CA 94111TAll drawings and written material appearing herein constitute theoriginal and unpublished work of the architect and may not beduplicated, used or disclosed without the prior written consent ofthe architect.© 2017 Huntsman Architectural Group WWW.HUNTSMANAG.COM 415.394.1212F415.394.1222
STAFF RESTROOMSSAN MATEO CITY HALL RESTROOM REMODEL330 W. 20TH AVE. SAN MATEO, CA 94402 E1.1

ELECTRICAL LEGEND ANDDRAWING INDEXNO SCALE
&nbsp;
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WOMEN'SRESTROOM

MOTHER'SROOM

MEN'SRESTROOM

JANITOR'SCLOSET
8' - 0"8' - 0"

WOMEN'SRESTROOM

MOTHER'SROOM

MEN'SRESTROOM
JANITOR'SCLOSETL3
L3
L3L3
L2L3
L3L3L3
L3L2L3
L3

WOMEN'SRESTROOMMEN'SRESTROOM

JANITOR'SCLOSETMOTHER'SROOM

SHEET NOTES
LUMINAIRE NOTES:1.ALL LUMINAIRES SHALL BE DIMMABLELED-TYPE AND COMPATIBLE WITH THE LIGHTING CONTROL SYSTEM.2. STANDARD SEQUENCE OF OPERATION FORLIGHTING CONTROL OF RESTROOM:OS: AUTO ON 100%; AUTO OFF AFTER 20MIN: CONTINUOUS DIMMING: STANDALONE SYSTEM IS ACCEPTABLE: DAY-LIGHTING CONTROL AND DEMANDRESPONSE NOT REQUIRED.

LUMINAIRE SCHEDULE
CONDUIT PENETRATION DETAIL3- NOT TO SCALE
STI SERIES SSS INTUMESCENT SEALANT UL 1479
EMERGENCY BALLAST WIRING DIAGRAM4- NOT TO SCALE
FILE:
#DATEISSUEBY / CHECK
Amit Wadhwa & Associates
870 Market Street(Flood Bldg) Suite 846San Francisco, CA 94102415.788.9999 tel415.617.0076 faxEngineers20055 IN MY PROFESSIONAL JUDGEMENT, TENANT WORKSHOWN ON THESE DOCUMENTS DOES NOT INFRINGEUPON THE EXISTING LIFE SAFETY SYSTEM FOR THISBUILDING.

REGISTERED PROFESSIONAL ENGINEER
LEVI G. ABARTE No. E-17622ELECTRICAL Exp. 09/30/21STATE OF CALIFORNIA Huntsman Architectural Group50 California Street Seventh Floor San Francisco CA 94111TAll drawings and written material appearing herein constitute theoriginal and unpublished work of the architect and may not beduplicated, used or disclosed without the prior written consent ofthe architect.© 2017 Huntsman Architectural Group WWW.HUNTSMANAG.COM 415.394.1212F415.394.1222

STAFF RESTROOMS
NORTH
SAN MATEO CITY HALL RESTROOM REMODEL330 W. 20TH AVE. SAN MATEO, CA 94402 As indicated
E2.1

RESTROOM LIGHTING,POWER AND SIGNAL PLANS

13.3W LED 120V
(N) LED DOWNLIGHTMRF:INFINIUM BY SPECTRUMPRODUCT:SGESLEDGV-15L-35K-DS10-1-BH27-AR5222GV-(FINISH BY ARCHITECT), VERIFY DIMMING REQ. W/BUILDING ENGINEER L3
L3EM

13.3W LED WITH BATTERY DRIVER 120V
(N) LED DOWNLIGHTMRF:INFINIUM BY SPECTRUMPRODUCT:SGESLEDGV-15L-35K-DS10-1-EM-AR5222GV-(FINISH BY ARCHITECT), VERIFY DIMMING REQ. W/BUILDING ENGINEER(N) WALL MOUNTED LED.MRF:OXYGEN LIGHTINGPRODUCT:ADAGIO SERIES VANITY.L211.9W LED 120V &nbsp;
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TITLE 24 NOTES: A. INSTALLING CONTRACTOR SHALL PROVIDE AS FOLLOWS:B. PERFORM AND SUBMIT ALL ACCEPTANCE FORMS.C. PERFORM AND SUBMIT ALL INSTALLATION FORMS.D.PERFORM AND SUBMIT ALL VERIFICATION FORMS.E. ALTERATION WORK DOES NOT REQUIRE AN ENTIRELY NEW ORCOMPLETE REPLACEMENTS OF THE ELECTRICAL POWER DISTRIBUTION SYSTEMS. THEREFORE AS PER 2019 TITLE 24 SECTION141.0(b)2P, SERVICE ELECTRICAL METERING, SEPARATION OF ELECTRICAL CIRCUITS FOR ELECTRICAL ENERGY MONITORING, AND CONTROLLED RECEPTACLES ARE NOT REQUIRED.F. ALL LUMINAIRES ARE DIMMABLE.

FILE:
#DATEISSUEBY / CHECK
Amit Wadhwa & Associates
870 Market Street(Flood Bldg) Suite 846San Francisco, CA 94102415.788.9999 tel415.617.0076 faxEngineers20055 IN MY PROFESSIONAL JUDGEMENT, TENANT WORKSHOWN ON THESE DOCUMENTS DOES NOT INFRINGEUPON THE EXISTING LIFE SAFETY SYSTEM FOR THISBUILDING.

REGISTERED PROFESSIONAL ENGINEER
LEVI G. ABARTE No. E-17622ELECTRICAL Exp. 09/30/21STATE OF CALIFORNIA Huntsman Architectural Group50 California Street Seventh Floor San Francisco CA 94111TAll drawings and written material appearing herein constitute theoriginal and unpublished work of the architect and may not beduplicated, used or disclosed without the prior written consent ofthe architect.© 2017 Huntsman Architectural Group WWW.HUNTSMANAG.COM 415.394.1212F415.394.1222
STAFF RESTROOMSSAN MATEO CITY HALL RESTROOM REMODEL330 W. 20TH AVE. SAN MATEO, CA 94402 ET.1
TITLE 24 FORMS

NO SCALE
&nbsp;
207 of&nbsp;250

FILE:
#DATEISSUEBY / CHECK
Amit Wadhwa & Associates
870 Market Street(Flood Bldg) Suite 846San Francisco, CA 94102415.788.9999 tel415.617.0076 faxEngineers20055 IN MY PROFESSIONAL JUDGEMENT, TENANT WORKSHOWN ON THESE DOCUMENTS DOES NOT INFRINGEUPON THE EXISTING LIFE SAFETY SYSTEM FOR THISBUILDING.

REGISTERED PROFESSIONAL ENGINEER
LEVI G. ABARTE No. E-17622ELECTRICAL Exp. 09/30/21STATE OF CALIFORNIA Huntsman Architectural Group50 California Street Seventh Floor San Francisco CA 94111TAll drawings and written material appearing herein constitute theoriginal and unpublished work of the architect and may not beduplicated, used or disclosed without the prior written consent ofthe architect.© 2017 Huntsman Architectural Group WWW.HUNTSMANAG.COM 415.394.1212F415.394.1222
STAFF RESTROOMSSAN MATEO CITY HALL RESTROOM REMODEL330 W. 20TH AVE. SAN MATEO, CA 94402 ET.2
TITLE 24 FORMS

NO SCALE
&nbsp;
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Amit Wadhwa & Associates870 Market Street(Flood Bldg) Suite 846San Francisco, CA 94102415.788.9999 tel415.617.0076 faxEngineers20055 IN MY PROFESSIONAL JUDGEMENT, TENANT WORKSHOWN ON THESE DOCUMENTS DOES NOT INFRINGEUPON THE EXISTING LIFE SAFETY SYSTEM FOR THISBUILDING.

GENERAL NOTES

FIELD VERIFY ALL CONDITIONSSCOPE OF WORK

DRAWING INDEX
LEGEND

AIR OUTLET SCHEDULE

CAL-GREEN COMPLIANCE REQUIREMENTS
&nbsp;
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Amit Wadhwa & Associates870 Market Street(Flood Bldg) Suite 846San Francisco, CA 94102415.788.9999 tel415.617.0076 faxEngineers20055 IN MY PROFESSIONAL JUDGEMENT, TENANT WORKSHOWN ON THESE DOCUMENTS DOES NOT INFRINGEUPON THE EXISTING LIFE SAFETY SYSTEM FOR THISBUILDING.

SPECIFICATIONS - DIVISION 23

2.92.82.72.62.52.42.32.22.1 1.141.131.121.111.101.91.81.71.61.51.41.31.21.12 - MATERIALS1 - GENERALIsolate ferrous from nonferrous materials in piping systems and equipment connections with dielectric unions. EPCOModel FX high temperature gaskets.Provide Stockham, or Nibco ball valves. All ball valves for general use shall have EPT seats. Valve handles, except inground, shall be infinite throttling with memory stop.Fabricate ductwork of galvanized sheet metal in accordance with latest edition of the SMACNA duct manual andASHRAE guide. Seal and tape all duct joints airtight.Acoustical Lining: Acoustical lining shall be 1" thick, coated flexible fiberglass duct liner and shall meet UL-181requirements. Install per manufacturer's recommendations.Flexible Round Ducts: UL Class I air ducts with helical support wire, scrim cloth inner liner, R-4 insulation and outerplastic liner. Cody/West or equal. Use only to make final connections to the air-outlets. Maximum length allowed is 5feet.Exhaust/ Transfer/ Return Air Ducts: 2" static pressure rating; 2,000 FPM maximum, seal Class A.All insulation material shall meet flame spread rating of 25 and smoke developed rating of 50.Duct insulation shall be by Owens Corning. 112" thick and minimum density of 1 PCF. Insulation shall incorporateprotective aluminum foil jacket.All material in the ceiling plenum shall be plenum rated.

Provide all labor, equipment and materials that are required, to provide a complete, properly operating and safemechanical installation. The extent of the work is indicated on the drawings and as described in these specifications,shall include all that may be reasonably inferred to be required for proper execution of installation work and/or systems'operation.Provide cutting and patching as required for execution of work performed under this Section unless specifically providedfor, under other Sections.Repair or replace, to the satisfaction of the Owner, any damage to work of this Section, damage caused by leaks orbreaks in systems of this Section, and damage caused by work of this Section.Coordinate with work performed by other Sections, in order to accommodate the requirements of this Section, and toassure adequate space and proper location for all necessary work of this project whether or not work is under thisSection.Provide all necessary rigging equipment and manpower to set new equipment and materials in place.Provide all seismic restraints required by code, or this specification, for all equipment, duct, pipe, and materialsfurnished under this Section. This Contractor is responsible for the design of the restraints and for proof of adequacy ofthe restraints. Equipment, ductwork, and piping shall be restrained in all directions.Provide all labor and material required to set and adjust the installation so that it performs in accordance with the designintent included in the drawings and these specifications.The work installed under this Section shall conform to all applicable federal, state and local codes, regulations, andstandards.Reasonable effort has been made to coordinate the location of equipment and materials with the structure and othertrades, it is the responsibility of this Contractor to coordinate exact requirements and locations as governed by actualjob conditions, manufacturer's recommendations etc. Check all information and report any discrepancies to theArchitect before fabrication or purchasing any equipment and in time to avoid unnecessary work.Provide, procure, and pay for all permits, services, meters, licenses, fees, etc., required for performance of work of thisSection.Install equipment and materials with all working parts readily accessible for inspection, repair, and renewal.Confer with the Owner/Architect to establish exact locations, mounting heights, and arrangements of all the finish workprior to roughing in.Workmanship shall be first class throughout and performed only by competent and experienced workmen in a mannersatisfactory to the Owner. Constant supervision of the work, either by the Contractor or his competent representative,shall be maintained.Include all cutting and repairing necessary and required for this installation that is not covered by other trades.Structural members shall not be cut except with the written approval of the Architect. Repairing shall be performed byworkmen skilled in the trades involved in a manner satisfactory to the Architect.Submit for approval shop drawings/and Equipment submittals (including controls).Refer to and follow Building Tenant Construction Standards. If discrepancies are found, follow the more stringentrequirement.All equipment piping, ductwork, etc. shall be braced and anchored to resist horizontal forces acting in any direction inaccordance with the latest California/ SAN MATEO Codes.Install all piping and ductwork to best suit field conditions and coordinate with the installation work of other trades. Thedrawings are diagrammatic and shall not be scaled to determine exact locations of piping or ductwork.Coordinate ductwork, piping with structural drawings, electrical including lighting, audio visual and sprinkler system.Provide transitions as required.Contractor shall coordinate with architect ceiling access panels for all required fire, smoke, volume dampers andMechanical equipment in inaccessible ceiling as required.Provide all miscellaneous steel, special supports and anchoring for all Mechanical equipment requiring such.Seal all fire rated penetrations with fire retardant material as required per NFPA and CBC.Ducts stored on the construction site shall be protected and isolated from dust contamination.Not all existing pipes, conduits, ducts, etc. are shown on these drawings. Where existing pipes, conduits and/or ductswhich are to remain prevent installation of new work, relocate, or arrange for relocation of existing pipes, conduitsand/or ducts, to facilitate new work.All materials and workmanship are subject to review and approval by the architect. Any portion of the work found to bedefective shall be replaced by the contractor as part of this contract at no additional cost to the owner.Not all duct and piping transitions and/or offsets are shown. Provide transitions and/or offsets at no additional cost toowner.Provide all required miscellaneous steel for complete installation of systems and for support of ductwork, piping, etc.Drawing are diagrammatic in nature and all conditions shall be contractor coordinated and verified for exact locationand sizes. The contractor is responsible to thoroughly verify all existing field conditions before submitting his/her bid.Contractor shall provide dust covers as required to contain dust and debris within construction area and keep dust to aminimum.Absolute accuracy of the drawings can not be guaranteed. While every effort has been made to coordinate the locationof existing equipment, piping, etc., it is the responsibility of the contractor to coordinate the exact requirementsgoverned by actual job conditions.The submission of bid proposal shall be considered as conclusive evidence that the contractor is thoroughly familiarwith the intent of the contract documents and scope of work. The contractor, prior to bidding, shall visit the job site,check existing installations and systems related to his/her work and shall, in the bid proposal, include all labor andmaterial required to complete the system.Contractor shall complete the work with minimum interference with existing systems. Any shutdown of the existingsystem shall be coordinated with the general contractor and the owner's representative three weeks in advance.All work shall be in compliance with all applicable federal, state and local codes, regulations and standards.Contractor shall protect the equipment, duct openings, pipes, etc. to prevent dust & debris from entering duringconstruction. The existing air handling system return air openings shall be protected with minimum MERV 13 ratedconstruction filters until the construction activity is completed and ready for balancing in accordance with CAL-Greenrequirements.

3.183.173.163.153.14

3.133.123.113.103.93.83.73.63.53.43.33.23.13 - EXECUTIONSupports and Hangers: Use Super Strut, Unistrut, B-Line, Elcen or Grinnell hangers and structural attachments toproperly support the equipment, ductwork and piping system according to good standard practice and according to themanufacturer's recommendations. Minimum safety factor of 5.0.No piping shall have direct contact with the hanging and support system or the structure. On pipes that are insulated,run the insulation continuous through the hanger and provide sheet metal shields of proper length and gages under theinsulation to prevent crushing. On uninsulated copper piping, use Stoneman "trisolator" or similar Unistrut orSuper-Strut device at each hanger or support point.Design seismic restraints per SMACNA/PPIC "Guidelines for Seismic Restraints of Mechanical Systems and PipingSystems", for equipment, ducts, and piping.Provide Access door and panels whenever a piece of equipment or valve and operator is inaccessible and requiresaccess for maintenance, repair or adjustment. Whether shown on the drawings or not.3URYLGHHTXLSPHQWDQGSLSLQJLGHQWLILFDWLRQODEHOLQJôOHWWHULQJRQSLSHVDQGOHWWHULQJRQHTXLSPHQW,QFOXGHdirectional arrows on piping. Use permanent laminated black plastic tags with engraved white core lettering.Manufacturer: Seton, WW Wilson or Brady.Fire/Smoke dampers shall be installed according to state and local codes and exactly as tested by UL to develop fireratings.Provide 18" x 12" minimum access doors in ductwork and furring to provide easy access to each fire damper. Useinsulated access doors in insulated ducts.The installation of all ductwork, louvers, dampers, etc., shall be according to the SMACNA standards.Ducts shall be hung with galvanized 1" x 18 gauge duct straps with spacing as recommended by SMACNA or asrequired by local codes, whichever is most stringent. Provide sway bracing on all ductwork in accordance with the localcodes.Throughout the progress of the work, protect all pipe, conduit, ducts, fixtures, and equipment from intrusion by rain, dirt,and foreign matter, and from damage of any kind. Thoroughly clean all metallic, plastic, and painted surfaces ofequipment prior to final inspection.Flush pipes and ducts free from foreign substances before installing valves, stops, or making final connections.After all other work has been accomplished, clean all exposed piping, ductwork, fixtures, equipment, and supports.Remove all debris of work of this Section from site.All materials, parts, equipment, modifications made, and workmanship shall be guaranteed for a period of one yearfrom date of acceptance of the work. This guarantee is contingent upon the system being properly maintained by aqualified mechanic familiar with this equipment and that the equipment is not abused. Excluded is normal wear andtear, replacement of filters and belts, and acts of God. If the manufacturer provides for a longer guarantee period, itshall also be submitted.Develop and provide final as-built, reproducible drawings and all O&M manuals prior to final acceptance.Start, Operate and Commission all systems. Provide the services of factory trained technicians for start-up of majorequipment and all systems including but not limited to temperature controls, and heat pumps.Air balancing shall be performed by AABC certified balancing contractor per AABC format.Insulate all Supply and Return air ductwork per Title 24 requirements with jacketed Owens Corning insulation.All support hangers for equipment, ductwork and piping shall be incorporate drilled anchors. Powder driven inserts arenot allowed.During construction meet the recommended Design Approaches of SMACNA IAQ guidelines for occupied buildingunder construction.No CFC equipment shall be added.All filters shall be MERV 13.Contractor to provide all labor and material required to complete and perform all acceptance tests as required by 2019Title 24. Acceptance tests forms are included under Title 24 sheets. Contractor to provide additional forms as required.Review all forms and provide cost for all acceptance tests in the base bid.Transfer Fan shall be supported using Mason 30N spring isolators. Provide seismic bracing using sway cable.

3.193.203.213.22

1.151.161.171.181.191.201.211.221.231.241.251.261.271.281.291.301.311.321.331.343.23 &nbsp;
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Amit Wadhwa & Associates870 Market Street(Flood Bldg) Suite 846San Francisco, CA 94102415.788.9999 tel415.617.0076 faxEngineers20055 IN MY PROFESSIONAL JUDGEMENT, TENANT WORKSHOWN ON THESE DOCUMENTS DOES NOT INFRINGEUPON THE EXISTING LIFE SAFETY SYSTEM FOR THISBUILDING. &nbsp;
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Amit Wadhwa & Associates870 Market Street(Flood Bldg) Suite 846San Francisco, CA 94102415.788.9999 tel415.617.0076 faxEngineers20055 IN MY PROFESSIONAL JUDGEMENT, TENANT WORKSHOWN ON THESE DOCUMENTS DOES NOT INFRINGEUPON THE EXISTING LIFE SAFETY SYSTEM FOR THISBUILDING. &nbsp;
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Amit Wadhwa & Associates870 Market Street(Flood Bldg) Suite 846San Francisco, CA 94102415.788.9999 tel415.617.0076 faxEngineers20055 IN MY PROFESSIONAL JUDGEMENT, TENANT WORKSHOWN ON THESE DOCUMENTS DOES NOT INFRINGEUPON THE EXISTING LIFE SAFETY SYSTEM FOR THISBUILDING. &nbsp;
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PLUMBING GENERAL NOTES

DRAWING INDEX
LEGEND

ABBREVIATIONS
Amit Wadhwa & Associates870 Market Street(Flood Bldg) Suite 846San Francisco, CA 94102415.788.9999 tel415.617.0076 faxEngineers20055 IN MY PROFESSIONAL JUDGEMENT, TENANT WORKSHOWN ON THESE DOCUMENTS DOES NOT INFRINGEUPON THE EXISTING LIFE SAFETY SYSTEM FOR THISBUILDING. &nbsp;
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PLUMBING FIXTURE CONNECTION SCHEDULE

WATER HAMMER ARRESTOR SCHEDULE

DRAIN,CLEANOUT AND TRAP PRIMER SCHEDULE
Amit Wadhwa & Associates870 Market Street(Flood Bldg) Suite 846San Francisco, CA 94102415.788.9999 tel415.617.0076 faxEngineers20055 IN MY PROFESSIONAL JUDGEMENT, TENANT WORKSHOWN ON THESE DOCUMENTS DOES NOT INFRINGEUPON THE EXISTING LIFE SAFETY SYSTEM FOR THISBUILDING. &nbsp;
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Amit Wadhwa & Associates870 Market Street(Flood Bldg) Suite 846San Francisco, CA 94102415.788.9999 tel415.617.0076 faxEngineers20055 IN MY PROFESSIONAL JUDGEMENT, TENANT WORKSHOWN ON THESE DOCUMENTS DOES NOT INFRINGEUPON THE EXISTING LIFE SAFETY SYSTEM FOR THISBUILDING. &nbsp;
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Amit Wadhwa & Associates870 Market Street(Flood Bldg) Suite 846San Francisco, CA 94102415.788.9999 tel415.617.0076 faxEngineers20055 IN MY PROFESSIONAL JUDGEMENT, TENANT WORKSHOWN ON THESE DOCUMENTS DOES NOT INFRINGEUPON THE EXISTING LIFE SAFETY SYSTEM FOR THISBUILDING. &nbsp;
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EXHIBIT B

INSURANCE REQUIREMENTS FOR CONSTRUCTION CONTRACTS
ARTICLE 18 - MINIMUM SCOPE AND LIMIT OF INSURANCE

18.01 Contractor shall procure and maintain for the duration of the contract, and for five (5) years thereafter, insurance against claims for in juries to persons or damages to property which may arise from or in connection with the performance of the work hereunder by the Contractor, his agents, representatives, employees, or subcontractors.

18.02 Coverage shall be at least as broad as:

A. Commercial General Liability (CGL): Insurance Services Office (ISO) Form CG 00 01 covering CGL on an “occurrence” basis, including products and completed operations, property damage, bodily injury and personal & advertising injury with limits no less than $5,000,000 per occurrence. If a general aggregate limit applies, either the general aggregate limit shall apply separately to this project/ location (ISO CG 25 03 or 25 04) or the general aggregate limit shall be twice the required occurrence limit.

B. Automobile Liability: Insura nce Services Office Form CA 0001 covering Code 1 (any auto), with limits no less than $5,000,000 per accident for bodily injury and property damage.

C. Workers’ Compensation insurance as required by the State of California, with Stat utory Limits, and Employers’ Liability insurance with a limit of no less than $1,000,000 per accident for bodily injury or disease.

D. Builder’s Risk (Course of Construction) insurance utilizing an “All Risk” (Special Perils) coverage form, with limits equal to the completed value of the project and no coinsurance penalty provisions.

E. Surety Bonds as described below.

F. Professional Liability (if Design/Build), with limits no less than $2,000,000 per occurrence or claim, and $2,000,000 policy aggregate.

G. Contractors’ Pollution Legal Liability and/or Asbestos Legal Liability and/or Errors and Omissions (if project involves environmental hazards) with limits no less than $1,000,000 per occurrence or claim, and $2,000,000 policy aggregate.

18.03 If the contractor maintains broader coverage and/or higher limits than the minimums shown above, the City requires and shall be entitled to the broader coverage and/or the higher limits maintained by the contractor. Any available insurance proceeds in exce ss of the specified minimum limits of insurance and coverage shall be available to the City.

18.04 Self-Insured Retentions. Self-insured retentions must be declared to and approved by the City. At the option of the City, either: the contractor shall cause the in surer shall to reduce or eliminate such self-insured retentions as respects the City, its officers, officials, employees, and volunteers; or the Contractor shall provide a financial guarantee satisfactory to the City guaranteeing payment of losses and rela ted investigations, claim administration , and defense expenses. The 218 of 250

policy language shall provide, or be endorsed to provide, that the self -insured retention may be satisfied by either the named insured or City.

ARTICLE 19 - OTHER INSURANCE PROVISIONS

19.01 The insurance policies are to contain, or be endorsed to contain, the following provisions:

A. The City, its officers, officials, employees, and volunteers are to be covered as additional insureds on the CGL policy with respect to liability arising out of work or operations performed by or on behalf of the Contractor including materials, parts , or equipment furnished in connection with such work or operations and automobiles owned, leased, hired, or borrowed by or on behalf of the Contractor. General liability coverage can be provided in the form of an endorsement to the Contractor’s insurance (at least as broad as ISO Form CG 20 10, CG 11 85 or both CG 20 10, CG 20 26, CG 20 33, or CG 20 38 ; and CG 20 37 forms if later revisions used).

B. For any claims related to this project, the Contractor’s insurance coverage shall be primary insurance coverage at least as broad as ISO CG 20 01 04 13 as respects the City, its officers, officials, employees, and volunteers. Any insurance or self-insurance maintained by the City, its officers, officials, employees, or volunteers shall be excess of the Contractor’s insurance and shall not contribute with it.

C. Each insurance policy required by this clause shall provide that coverage shall not be canceled, except with notice to the City.

19.02 Builder’s Risk (Course of Construction) Insurance A. Contractor may submit evidence of Builder’s Risk insurance in the form of Course of Construction coverage. Such coverage shall name the City as a loss payee as their interest may appear.

B. If the project does not involve new or major reconstruction, at the option of the City , an Installation Floater may be acceptable. For such projects, a Property Installation Floater shall be obtained that provides for the improvement, remodel, modification , alteration, conversion or adjustment to existing buildings, structures, processes, machinery and equipment. The Property Installation Floater shall provide property damage coverage for any building, structure, machinery or equipment damaged, impaired, b roken, or destroyed during the performance of the Work, including during transit, installation, and testing at the City’s site.

19.03 Claims Made Policies
A. If any coverage required is written on a claims-made coverage form:

1. The retroactive date must be shown, and this date must be before the execution date of the contract or the beginning of contract work.

2. Insurance must be maintained, and evidence of insurance must be provided, for at least five (5) years after completion of contract work.

3. If coverage is cance lled or non -renewed, and not replaced with another claims -made policy form with a retroactive date prior to the contract effective, or start of work date, the Contractor must purchase exte nded reporting period coverage for a minimum of five (5) years after completion of contract work.
219 of 250

4. A copy of the claims reporting requirements must be submitted to the City for review.

5. If the services involve lead -based paint or asbestos identification/re mediation, the Contractors Pollution Liability policy shall not contain lead -based paint or asbestos exclusions. If the services involve mold identification/remediation, the Contractors Pollution Liability policy shall not contain a mold exclusion, and the definition of Pollution shall include microbial matter, including mold.

19.04 Acceptability of Insurers
A. Insurance is to be placed with insurers authorized to conduct business in the state with a current A.M. Best rating of no less than A: VII, unless otherwise acceptable to the City.

19.05 Waiver of Subrogation
A. Contractor hereby agrees to waive rights of subrogation which any insurer of Contractor may acquire from Contractor by virtue of the payment of any loss. Contractor agrees to obtain any endorsement that may be necessary to affect this waiver of subrogation. The Workers’ Compensation policy shall be endorsed with a waiver of subrogation in favor of the City for all work performed by the Contractor, its employees, agents and subcontractors.

19.06 Verification of Coverage
A. Contractor shall furnish the City with original Certificates of Insurance including all required amendatory endorsements (or copies of the applicable policy language effecting coverage required by this clause) and a copy of the Declarations and Endorsement Page of the CGL policy listing all policy endorsements to City before work begins. However, failure to obtain the requi red documents prior to the work beginning shall not waive the Contractor’s obligation to provide them. The City reserves the right to require complete, certified copies of all required insurance policies, including endorsements, required by these specifications, at any time.

19.07 Subcontractors
A. Contractor shall require and verify that all subcontractors maintain insurance meeting all requirements stated herein, and Contractor shall ensure that City is an additional insured on insurance required from subcontrac tors. For CGL coverage, subcontractors shall provide coverage with a form at least as broad as CG 20 38 04 13.

19.08 Surety Bonds.

A. Contractor shall provide the following Surety Bonds:

1. Performance Bond

2. Payment Bond

3. Maintenance Bond
B. The Payment Bond and the Performance Bond shall be in a sum equal to the contract price.

If the Performance Bond provides for a one -year warranty a separate Maintenance Bond is not necessary. If the warranty period specified in the contract is for longer than one year a Maintenance Bond equal to 10% of the contract price is required. Bonds shall be duly executed by a responsible corporate surety, authori zed to issue such bonds in the State of California and secured through an authorized agent with an office in California. 220 of 250

19.09 Special Risks or Circumstances.

A. City reserves the right to modify these requirements, including limits, based on the nature of the risk, prior experience, insurer, coverage, or other circumstances.

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CITY OF SAN MATEO
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8 8

CITY OF SAN MATEO
Agenda Report
City Hall
330 W. 20th Avenue
San Mateo CA 94403
www.cityofsanmateo.org
Agenda Number: 9 Section Name: CONSENT CALENDAR File ID: 22-6077 TO: City Council
FROM: Drew Corbett, City Manager
PREPARED BY: City Manager's Office
MEETING DATE: May 02, 2022
SUBJECT:
480 East 4th Avenue – Grant of Easements
RECOMMENDATION:

Adopt a Resolution to grant four easements to Pacific Gas & Electric Company on the City-owned property at 480 East 4th Avenue in order to install and maintain the necessary infrastructure to provide electrical service to the Kiku Crossing affordable housing project under construction at 480 East 4th Avenue and the public parking garage under construction at 400 East 5th Avenue, and authorize the Mayor to execute the grant of easements in substantially the form presented.

BACKGROUND:

On August 17, 2020, the City Council approved a Disposition, Development and Loan Agreement (DDLA), with MP Downtown San Mateo Associates, L.P., a subsidiary of Mid Pen Housing (Mid Pen) for the development of 225 family rental units (Kiku Crossing) and a public parking garage at the City owned parking lots at 480 East 4th Avenue and 400 East 5th Avenue.

As part of the construction process, Pacific Gas & Electric Company (PG&E) needs four easements over the 480 E. 4th Avenue property in order to install and maintain the necessary infrastructure to provide electrical service to both the residential and the garage properties. The easements grant PG&E the right to excavate, construct, reconstruct, replace, remove, maintain, inspect and use facilities and associate equipment for public utility purposes, including, but not limited to, electric, gas, and PG&E communication facilities. The easements also provide PG&E the right of way to access the easements over and across the land. Although the easement language states that PG&E can install equipment for gas purposes, which is the standard language for all PG&E easements, only electrical infrastructure will be installed on these sites since the projects will not have any natural gas service to them.

BUDGET IMPACT:

The execution of these easements is necessary for the construction of the Kiku Crossing residential project and new parking garage and do not add any additional unforeseen costs. The City has committed $7.5 million in affordable housing funds and $5 million of parking in-lieu funds for the construction of this project, which are already appropriated for this purpose in the City’s Business Plan and Capital Improvement Plan.

ENVIRONMENTAL DETERMINATION:

The City evaluated the environmental impacts and adopted a Mitigated Negative Declaration for the development of the parking garage and associated residential project on August 17, 2020. The execution of these easements is within the scope of, and is implementing, the approved project. None of the conditions requiring additional environmental analysis are present and therefore the City is relying on the Mitigated Negative Declaration that was previously adopted for this project. (CEQA Guidelines Section 15162.)
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CITY OF SAN MATEO
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NOTICE PROVIDED
All meeting noticing requirements were met.

ATTACHMENTS
Att 1 - Proposed Resolution

STAFF CONTACT
Kathy Kleinbaum, Assistant City Manager
[email protected]
(650) 522-7153
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CITY OF SAN MATEO
RESOLUTION NO. ____ (2022)

GRANT OF EASEMENTS TO PACIFIC GAS & ELECTRIC COMPANY
480 EAST 4th AVENUE, SAN MATEO, CA 94401 (APN: 034-183-060)

WHEREAS, the City of San Mateo is the record owner of real property located at 480 East 4th Avenue in the City of San Mateo, California, APN 034-183-060; and

WHEREAS, City Council approved a ground lease to MP Downtown Associates L.P. on 480 East 4th Avenue for the Kiku Crossing development of 225 affordable housing residential units on August 17, 2020; and

WHEREAS, as part of approved project, MP Downtown Associates L.P. is also constructing a parking garage on behalf of the City on the adjacent City-owned property at 400 East 5th Avenue; and

WHEREAS, to provide the necessary infrastructure for electrical service to both the residential building and parking garage, Pacific Gas and Electric Company (“PG&E”) requires four separate easements on the 480 East 4th Avenue property; and

WHEREAS, the easements grant PG&E the right to excavate for, construct, reconstruct, replace, remove, maintain, inspect and use facilities and associate equipment for public utility purposes, including, but not limited to electric, gas, and PG&E communication facilities.

WHEREAS, the City’s contracted Licensed Surveyor approved the legal description and plat of the proposed PG&E easements as technically correct.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF SAN MATEO, CALIFORNIA, HEREBY RESOLVES that:

1. The City Council adopted the Initial Study/Mitigated Negative Declaration (IS/MND) on August 17, 2020, and the execution of these easements is in the scope of, and is implementing, the approved project.

2. The City Council authorizes the Mayor to execute the PG&E Easement Deeds attached to this Resolution as Exhibits A, B, C, and D in substantially the form attached.

3. The City Council hereby authorizes and directs the City Clerk to record a certified copy of this Resolution attested by the City Clerk under seal, with the San Mateo County recorder’s office.

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Utility Distribution Easement (02/2020)
RECORDING REQUESTED BY AND RETURN TO:

PACIFIC GAS AND ELECTRIC COMPANY
245 Market Street, N10A, Room 1015
P.O. Box 770000
San Francisco, California 94177
Location: City of San Mateo
Recording Fee $_____________________________
Document Transfer Tax $ None
[X] This is a conveyance where the consideration and
Value is less than $100.00 (R&T 11911).
[ ] Computed on Full Value of Property Conveyed, or
[ ] Computed on Full Value Less Liens
& Encumbrances Remaining at Time of Sale
[ ] Exempt from the fee per GC 27388.1 (a) (2); This
document is subject to Documentary Transfer Tax
Signature of declarant or agent determining tax
(SPACE ABOVE FOR RECORDER'S USE ONLY)
LD# 2304-04-10038 EASEMENT DEED
CITY OF SAN MATEO, a municipal corporation of California, hereinafter called Grantor , hereby grants to PACIFIC GAS AND ELECTRIC COMPANY, a California corporation, hereinafter called Grantee, the right from time to time to excavate for, construct, reconstruct, replace (of initial or any other size), remove, maintain, inspect , and use facilities and associated equipment for public utility purposes , including, but not limited to electric, gas, and PG&E communication facilities, together with a right of way therefor, on, over, and under the easement area as hereinafter set forth, and also ingress t hereto and egress therefrom, over and across the lands of Grantor situated in the City of San Mateo, County of San Mateo , S tate of California, described as follows:
(APN 034-183-060)
All of Block 15, as shown upon Parcel Map No. 324, filed for record February 7, 1991 in Book 64 of Parcel Maps at page 52-53, San Mateo County Records.

The said facilities and easement area is described as follows:

Such underground conduits, pipes, service boxes, wires, cables, and electrical conductors; risers, switches, fuses and terminals; and fixtures and appurtenances necessary to any and all thereof, as Grantee deems necessary for the distribution of electric energy and communication purposes located within the parcel of land described as follows:

The parcel of land described in Exhibit “A” and shown on Exhibit “B” attached hereto and made a part hereof.

Exhibit A
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Utility Distribution Easement (02/2020)
Grantor further grants to Grantee the right, from time to time, to trim or to cut down , without Grantee paying compensation, any and all trees and brush now or hereafter within said easement area, and shall have the further right, from time to time, to trim and cut down trees and brush along each side of said easement area which now or hereafter in the opinion of Grantee may interfere with or be a hazard to the facilities installed hereunder, or as Grantee deems necessary to comply with applicable state or federal regulations.

Grantor also grants to Grantee the right to use such portion of said lands contiguous to said easement area as may be reasonably necessary in connection with the excavation, construction, reconstruction, replacement, removal, maintenance and inspection of said facilities and Grantee shall restore the property to its original condition and repair any damage resulting from its activities.

Grantor hereby covenants and agrees not to place or construct, nor allow a third party to place or construct, any building or other structure, or store flammable substances, or drill or operate any well, or construct any reservoir or other obstruction within said easement area, or diminish or substantially add to the ground level within said easement area, or construct any fences that will interfere with the maintenance and operation of said facilities.

Grantee shall be responsible for any damage within said easement area and/or such portions of said lands contiguous to said easement area due to Grantees activities such as excavation, construction, reconstruction, replacement, removal, maintenance, inspecti on, access, and/or use of said facilities.

Grantee shall repair, replace, and restore in kind the said damage at Grantee’s sole expense.

This document may be executed in multiple counterparts, each of which shall be deemed an original, but all of which, together, shall constitute one and the same instrument.

The provisions hereof shall inure to the benefit of and bind the successors and assigns of the respective parties hereto, and all covenants shall apply to and run with the land.

Dated: __________________, _______.

CITY OF SAN MATEO, a municipal
corporation of California,
By______________________________
Name:

Title:

I hereby certify that a resolution was adopted
on the ____ day of _________, 20____, by the
_____________________________________
authorizing the foregoing grant of easement.

By___________________________________
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Utility Distribution Easement (02/2020)
State of California
County of )
On __________________________, before me, Notary Public, Insert name
personally appeared
, who proved to me
on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the Sta te of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.
(Seal)
Signature of Notary Public

CAPACITY CLAIMED BY SIGNER
[ ] Individual(s) signing for oneself/themselves
[ ] Corporate Officer(s) of the above named corporation(s) [ ] Trustee(s) of the above named Trust(s)
[ ] Partner(s) of the above named Partnership(s)
[ ] Attorney(s)-in-Fact of the above named Principal(s) [ ] Other
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.
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February 17, 2022
BKF No. 20181271