14-E — Bellflower City Council, July 11, 2022

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14-E

TO: Honorable Mayor and Members of the City Council

ATTENTION: Jeffrey L. Stewart, City Manager

FROM: Len Gorecki, Assistant City Manager/Director of Public Works Bernardo Iniguez, Public Works Manager

SUBJECT: Consideration and possible action to adopt Resolution No. 22-38 – A Resolution approving the plans and specifications for the Public Works Yard Office Renovation Project (Specifications No. 22/23-02), pursuant to Government Code §830.6, establishing a project payment account; and authorizing solicitation of bids.

DATE: July 11, 2022

EXECUTIVE SUMMARY

This action would approve the Plans and Specifications and authorize the Public Works Department to advertise for bids for the Public Works Yard Office Renovation Project (the “Project”). The award of a contract will be brought before the City Council at a later date for approval.

RECOMMENDATION TO CITY COUNCIL

1) Adopt Resolution No. 22-38; or

2) Alternatively, discuss and take other action related to this item.

FISCAL IMPACT

The Engineer’s estimate of cost plus contingency to perform the work under Specifications No. 22/23-02 is $1,700,000. Funds are available in Account No.013- 47260-9000 (DOT Highway Relinquishment Fund) in an approximate amount of $1,516,000. Additional funding of $1,000,000 is being proposed in Account No. 011-47260-9000 (General Capital Projects Fund) through Resolution No. 22-35.

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Staff Report – Public Works Yard Office Renovation Project Specifications No. 22/23-02
July 11, 2022

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DISCUSSION

In 2002, the City purchased a modular office unit to serve as the offices for Public Works management staff. Since that time, Public Works has added administrative staff while office space has remained the same. As part of our ongoing efforts to improve the management and delivery of City services, on January 14, 2016, the City entered into an agreement with architect Pretty Smart to prepare the plans and specifications for the construction of offices at the Maintenance Yard. The Project plans and specifications have now been completed. Upon City Council approval of the plans and specifications, Public Works staff will solicit bids for the Project.

ENVIRONMENTAL REVIEW

Pursuant to the California Environmental Quality Act (CEQA) (Public Resources Code §§ 21000, et seq.) and CEQA Guidelines (California Code of Regulations, Title 14, §§ 15000, et seq.), the City conducted an environmental assessment. Based on the environmental assessment, the Project was determined to be categorically exempt pursuant to CEQA Guidelines § 15303 (Class 1 - Existing Facilities).

ATTACHMENTS

Resolution No. 22-38....................................................................................................... 3 Plans and Specifications ................................................................................................. 6

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CITY OF BELLFLOWER

RESOLUTION NO. 22-38

A RESOLUTION APPROVING THE PLANS AND

SPECIFICATIONS FOR THE PUBLIC WORKS YARD
OFFICE RENOVATION (SPECIFICATIONS NO. 22/22-
02), PURSUANT TO GOVERNMENT CODE § 830.6,
ESTABLISHING A PROJECT PAYMENT ACCOUNT; AND

AUTHORIZING SOLICITATION OF BIDS

THE CITY COUNCIL RESOLVES AS FOLLOWS:

SECTION 1. The City Council finds and declares as follows:

A. Public Works Department staff prepared the Plans and Specifications for the Public Works Yard Office Renovation (“Project”);

B. The Director of Public Works reviewed the completed Plans and Specifications for the Project and agrees that Plans and Specifications are complete and the Project may be completed;

C. The City Council wishes to obtain the immunities set forth in Government Code §830.6 with regard to the Plans, Specifications and completion of the Project; and

D. The City reviewed the project’s environmental impacts under the California Environmental Quality Act (CEQA) (Public Resources Code §§ 21000, et seq.) and CEQA Guidelines (California Code of Regulations, Title 14, §§ 15000, et seq.), the City conducted an environmental assessment.

Based on the environmental assessment, the project was determined to be categorically exempt pursuant to CEQA Guidelines § 15303 (Class 1 – Existing Facilities).

SECTION 2. Design Immunity; Authorization.

A. The Plans and Specifications for the Project are determined to be consistent with the City’s standards and are approved.

B. The Plans and Specifications approval set forth in this Resolution occurred before actual work on the Project construction commenced.

C. The approval granted by this Resolution conforms to the City’s General Plan.

D. The Director of Public Works, or designee, is authorized to act on the City’s behalf in approving any alterations or modifications of the Plans and Specifications approved by this Resolution.

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City of Bellflower
Resolution No. 22-38

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E. The approval and authorization granted by this Resolution is intended to avail the City of the immunities set forth in Government Code § 830.6.

F. The City Manager, or designee, may solicit bids for the Project in accordance with applicable law.

SECTION 3. Project Payment Account. For purposes of the Contract Documents administering the Project, the City Council directs the City Manager, or designee, to establish a fund containing sufficient monies from the current fiscal year budget to pay for the Project (“Project Payment Account”). The Project Payment Account is the sole source of funds available for the Contract Sum, as defined in the Contract Documents administering the Project.

SECTION 4. If any part of this Resolution or its application is deemed invalid by a court of competent jurisdiction, the City Council intends that such invalidity will not affect the effectiveness of the remaining provisions or applications and, to this end, the provisions of this Resolution are severable.

SECTION 5. Electronic Signatures. This Resolution may be executed with electronic signatures in accordance with Government Code §16.5. Such electronic signatures will be treated in all respects as having the same effect as an original signature.

SECTION 6. The Mayor, or presiding officer, is hereby authorized to affix his signature to this Resolution signifying its adoption by the City Council of the City of Bellflower and the City Clerk, or his duly appointed deputy, shall attest thereto.

SECTION 7. This Resolution will become effective immediately upon adoption.

///
///
///

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City of Bellflower
Resolution No. 22-38

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PASSED, APPROVED, AND ADOPTED BY THE CITY COUNCIL OF THE CITY OF BELLFLOWER THIS 11TH DAY OF JULY 2022.

________________________________
Ray Dunton, Mayor
ATTEST:

________________________________
Mayra Ochiqui, City Clerk

APPROVED AS TO FORM:

________________________________
Karl H. Berger, City Attorney
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CITY OF BELLFLOWER

BELLFLOWER, CALIFORNIA

PLANS

SPECIFICATIONS

AND CONTRACT DOCUMENTS

FOR THE

PUBLIC WORKS YARD OFFICE RENOVATION

SPECIFICATIONS NO. 22/23-03

PREPARED BY:

CITY OF BELLFLOWER

PUBLIC WORKS DEPARTMENT
16600 CIVIC CENTER DRIVE
BELLFLOWER, CALIFORNIA 90706
(562) 804-1424

For questions regarding these Bid Specifications
or project, please contact:

Project Manager: Bernardo Iniguez
(562) 804-1424, ext. 2233

BIDS DUE: THURSDAY, AUGUST 11, 2022 at 11:00 AM

These plans and specifications are the exclusive property of the City of Bellflower and shall not be used in any manner without prior consent of the City of Bellflower. Any reuse of these plans and specifications by others shall be at other’s sole risk and without liability to the City of Bellflower.

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CITY OF BELLFLOWER

PUBLIC WORKS YARD OFFICE RENOVATION

SPECIFICATIONS NO. 22/23-03

TABLE OF CONTENTS

SECTION PAGE

NOTICE INVITING SEALED BIDS ............................................................................. N-1

BIDDING INSTRUCTIONS .......................................................................................... I-1

BID DOCUMENTS (All Bid Documents must be submitted by bid date) Bid ................................................................................................................................ B-1 Bidders General Information ........................................................................................ B-2 Bidder’s Statement of Past Contract Disqualifications ................................................. B-3 Insurance Requirements .............................................................................................. B-4 List of Subcontractors ................................................................................................... B-6 Project Bid Sheet ......................................................................................................... B-7 Bid Bond ..................................................................................................................... B-11 Non Collusion Declaration .......................................................................................... B-12

CONTRACT DOCUMENTS
Agreement ................................................................................................................... C-1 Faithful Performance Bond ...................................................................................... FPB-1 Labor and Materials Bond .................................................................................... L&MB-1 Worker’s Compensation Insurance Certificate ......................................................... WC-1 Declaration of Sufficiency of Funds……………………………………………………..DSF-1

GUARANTY ................................................................................................................ G-1

STANDARD SPECIFICATIONS ................................................................................ SS-1 PCC § 9204 .................................................................................................... ATTACHED

TECHNICAL PROVISIONS ....................................................................................... TP-1

STRUCTURAL CALCULATIONS FOR PEDESTRIAN BRIDGE .................... ATTACHED

Contract Provisions for Non-Federal Entity Contracts under Federal Awards ..... ATTACHED

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N-1

NOTICE INVITING SEALED BIDS

FOR THE PUBLIC WORKS YARD OFFICE RENOVATION

IN THE CITY OF BELLFLOWER
SPECIFICATIONS NO. 22/23-03

The City of Bellflower is accepting sealed bids in the City Clerk’s office, 16600 Civic Center Drive, Bellflower, CA 90706, until 11:00 a.m. on:

THURSDAY, AUGUST 11, 2022

at which time they will be publicly opened. Each bid must be accompanied by a certified or cashier’s check or bidder’s bond payable to the order of the City of Bellflower or cash for an amount not less than ten percent (10%) of the bid price submitted, and the check, bond, or cash deposit of the successful bidder shall be forfeited to the City if such bidder fails to enter into the contract to perform the work within ten (10) days after written notice of award. Bids will not be accepted after that time.

As described in the Bidding Documents, the bids are for a public works project (“Project”) which consists of construction of the PUBLIC WORKS YARD OFFICE RENOVATION and related work as shown on the plans on file with the City’s Public Works Department. The Engineer’s Estimate of cost is $1,700,000.00. Bids will be publicly opened on Thursday, August 11, 2022. At the time of contract award, the contractor shall possess a Class A or B Contractor’s License. No bid will be accepted from a contractor who has not been licensed in accordance with the Provisions of Chapter 9, Division III, of the Business and Professions Code of the State of California at the time the bid is submitted. Following the issuance of the Notice to Proceed, the contractor shall have one hundred twenty (120) working days to complete the work.

Work on the Project must be performed in strict conformity with Specification No. 22/23- 03 as adopted by the City’s City Council on July 11, 2022 which is filed with the City’s Public Works Department. Copies of these plans and specifications may be obtained by prospective bidders from the Public Works Department, 16600 Civic Center Drive, Bellflower, CA 90706 for a non-refundable fee of $35.00. Plans and specifications can be mailed for an additional non-refundable fee of $10.00 per set.

Mandatory jobsite walk will be held at Thursday, July 28, 2022 at 10:30 AM at 9944 Flora Vista St., Bellflower, CA 90706. Prospective bidders will have opportunity to examine the project site and are encouraged to raise any questions associated with the project and site. Attendance of the jobsite walk is mandatory for parties wishing to submit a bid as the Prime Contractor.

The terms and conditions for bidding on the Project are described in the Bidding Instructions which can be found at www.bellflower.org .

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Notice Inviting Sealed Bids
Specifications No. 22/23-03
N-2

This project requires payment of State prevailing rates of wages for Los Angeles County. The contractor must post copies of the prevailing schedule at each job site.

Copies of these rates of wages are available from the State of California Department of Industrial Relations Prevailing Wage Unit, Telephone No. (415) 703-4774. The website for this agency is currently located at www.dir.ca.gov .

Note that the Project is subject to compliance monitoring and enforcement by the California Department of Industrial Relations. Pursuant to California law, the City must find bids failing to comply with all applicable Labor Code requirements including, without limitation, Labor Code §§ 1725.5 and 1771.4, to be nonresponsive.

Five percent (5%) will be deducted from each progress payment and retained by the City. The remainder less the amount of all previous payments will be paid to the Contractor. Pursuant to Public Contracts Code (“PCC”) § 22300, the Contractor may substitute securities for retention monies held by the City or request that the City place such monies into an escrow account. The Contractor is notified, pursuant to PCC § 22300, any such election will be at the Contractor own expense and will include costs incurred by the City to accommodate the Contractor’s request.

DATED this 11th day of July, 2022.

CITY OF BELLFLOWER, CALIFORNIA

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Instructions to Bidders
Specifications No. 22/23-03
I-1

CITY OF BELLFLOWER

PUBLIC WORKS YARD OFFICE RENOVATION

SPECIFICATIONS NO. 22/23-03

BIDDING INSTRUCTIONS

1 DEFINITIONS. Unless provided otherwise, the definitions in the Greenbook, Special Conditions, or other Contract Documents are applicable to all Bidding Documents.

1.1 “Addenda” means written or graphic instruments issued by the City before the Bid Deadline that modify or interpret the Bidding Documents by additions, deletions, clarifications, or corrections.

1.2 “Alternate” means a proposed change in the Work, as described in the Bidding Documents which, if accepted, may result in a change to either the Contract Sum or the Contract Time, or both.

1.3 “Bid Deadline” means the date and time designated in the Notice for Bids as the last date and time for receipt of Bids, as may be revised by Addenda.

1.4 “Bidder” means a person or firm that submits a Bid.

1.5 “Bidding Documents” means the construction documents prepared and issued for bidding purposes including all Addenda.

1.6 “Lump Sum Base Bid” means the sum stated in the Bid for which Bidder offers to perform the Work described in the Bidding Documents, but not including unit price items or Alternates.

1.7 “Unit Price” means an amount stated in the Bid for which Bidder offers to perform the Unit Price Work for a fixed price per unit of measurement. 2 BIDDER’S REPRESENTATIONS. By making its Bid, Bidder represents that:

2.1 Bidder read, understood, and made the Bid pursuant to the requirements in the Bidding Documents.

2.2 Bidder visited the Project site and is familiar with the conditions under which the Work will be performed and the local conditions as related to the Contract Documents.

2.3 The Bid is based upon the materials, equipment, and systems required by the Bidding Documents.

2.4 Bidder and all Subcontractors, regardless of tier, have the appropriate current licenses issued by the State of California Contractor’s State License Board for -10-

Instructions to Bidders
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the Work to be performed. If Bidder is a joint venture, the Bidder will have a joint venture license appropriate for the performance of the work, and each member of the joint venture will likewise have the appropriate license. Business and Professions Code §§ 7000-7191 establish licensing requirements for contractors.

If a Bidder, that is a specialty contractor, submits a Bid involving 3 or more specialized building trades, the work of which is more than incidental and supplemental to the performance of the Work for which Bidder holds a specialty contractor license, Bidder must also hold either (1) a specialty contractor “C” license in each such trade, (2) a General Engineering contractor “A” license, or (3) a General Building contractor “B” license. This requirement is applicable whether or not Bidder lists a Subcontractor for each such trade.

2.5 If licensure or proper licensure is controverted, then proof of licensure pursuant to this section must be made by production of a verified certificate of licensure from the Contractors' State License Board which establishes that the individual or entity bringing the action was duly licensed in the proper classification of contractors at all times during the performance of any act or contract covered by the action. Nothing in this subdivision requires any person or entity controverting licensure or proper licensure to produce a verified certificate.

When licensure or proper licensure is controverted, the burden of proof to establish licensure or proper licensure is on the licensee.

2.6 Bidder has the expertise and financial capacity to perform and complete all obligations under the Bidding Documents.

2.7 The person executing the Bid Form is duly authorized and empowered to execute the Bid Form on Bidder’s behalf.

2.8 Bidder is aware of and, if awarded the Contract, will comply with Applicable Code Requirements in its performance of the Work.

2.9 The Bidder has paid the City’s business license fee(s). 3 BIDDING DOCUMENTS.

3.1 Bidders may obtain complete sets of the Bidding Documents from the City’s Public Works Department for the sum stated in the Notice for Bids.

3.2 Bidders will use a complete set of Bidding Documents in preparing Bids.

3.3 The City makes copies of the Bidding Documents available, on the above terms, for the sole purpose of obtaining Bids for the Work and does not confer a license or grant permission for any other use of the Bidding Documents. 4 INTERPRETATION OR CORRECTION OF BIDDING DOCUMENTS.

4.1 Before submitting its Bid, Bidder will carefully study and compare the various documents comprising the Bidding Documents and compare them with any other work being bid concurrently or presently under construction which relates to the Work for which the Bid is submitted; will examine the Project site, the conditions under which the Work is to be performed, and the local conditions; and will at -11-

Instructions to Bidders
Specifications No. 22/23-03
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once report to the City’s Representative errors, inconsistencies, or ambiguities discovered.

4.2 Requests for clarification or interpretation of the Bidding Documents will be addressed to the City’s Representative and must be received at least seven (7) days prior to the date of receipt of bids. No request shall be taken within the six (6) days prior to bid opening.

4.3 Clarifications, interpretations, corrections, and changes to the Bidding Documents will be made by Addenda. Clarifications, interpretations, corrections, and changes to the Bidding Documents made in any other manner will not be binding and Bidders will not rely upon them.
5 PRODUCT SUBSTITUTIONS. No substitutions will be considered before award of Contract. Substitutions will only be considered after award of the Contract and as provided for in the Contract Documents.
6 SUBCONTRACTORS.

6.1 Each Bidder will list in the Bid Form all first-tier Subcontractors that will perform work, labor or render such services. The Bid Form contains spaces for the following information when listing Subcontractors: (1) Work Activity; (2) name of Subcontractor; (3) city of Subcontractor’s business location. Failure to list any of these items on the Bid Form will result in the City treating the Bid as if no Subcontractor was listed for the Work and that Bidder represents to the City that it is fully qualified to perform that portion of the Work and will perform do so.

6.2 Subcontractors listed in the Bid Form will only be substituted after the Bid Deadline with the City’s written consent in accordance with California law. 7 ADDENDA.

7.1 Addenda will be in writing and issued only by the City. Addenda will be mailed or delivered to all who are known by the City to have received a complete set of Bidding Documents and who have provided a street address for receipt of Addenda.

7.2 Copies of Addenda will be made available for inspection at the City’s Public Works Department.

7.3 The City will issue Addenda so that they are received by prospective Bidders not later than three (3) business days before the Bid Deadline. Addenda that withdraw the request for Bids or postpone the Bid Deadline may be issued any time before the Bid Deadline.

7.4 Each Bidder is responsible for ensuring that it has received all issued Addenda before issuing a Bid.
8 PRE-BID CONFERENCE. Bidder will attend a Pre-Bid Conference where the City will discuss the Bidding Documents, answer questions, accept comments, and conduct a Project site visit. The City requires all Pre-Bid Conference attendees to -12-

Instructions to Bidders
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arrive for the meeting on time and to sign an attendance list which is used to determine if Bidders meet this requirement. Any Bidder not attending the Pre-Bid Conference in its entirety will be deemed to have not complied with the requirements of the Bidding Documents and its Bid will be rejected. 9 FORM AND STYLE OF BIDS

9.1 Bids will be submitted on the Bid Form included with the Bidding Documents.

Bids not submitted on the City’s Bid Form will be rejected.

9.2 All blanks on the Bid Form will be filled in legibly in ink or by typewriter.

9.3 Bidder’s failure to submit a price for any Alternate or unit price will result in the Bid being considered as nonresponsive. If Alternates are called for and no change in the Lump Sum Base Bid is required, enter “No Change.”

9.4 Each Bidder must fill out the “Bidders Statement of Past Contract Disqualifications” form stating any and all instances of contract disqualifications due to a violation of a law or safety regulation. The Bidder must explain the circumstances of each disqualification. The City may reject the bid based on such information.

9.5 Bidder will make no stipulations on the Bid Form nor qualify the Bid in any manner.

9.6 The Bids will be based upon full completion of all the Work as shown on the plans and specifications. It is expressly understood that the plans are drawn with as much accuracy as is possible in advance, but should errors, omissions or discrepancies exist in the plans which show conditions that vary from those encountered in construction, the Bidder (if awarded the Contract) specifically agrees to construct a completed work ready for the use and in the manner which is intended. In the event of increasing or decreasing of work, the total amount of work actually done or materials or equipment furnished must be paid for according to the unit or lump sum price established for such work under the contract, wherever such unit or lump sum price has been established. In the event no prices are named in the contract to cover such changes or alterations, the cost of such changes must be covered as extra work.

9.7 The Bid Form will be signed by a person or persons legally authorized to bind Bidder to a contract. Bidder’s Representative will sign and date the Declaration included in the Bid Form. Failure to sign and date the declaration will cause the Bid to be rejected.
10 BID SECURITY

10.1 Each Bid will be accompanied by Bid Security, in the amount of 10% of the Lump Sum Base Bid as security for Bidder’s obligation to enter into a Contract with the City on the terms stated in the Bid Form and to furnish all items required by the Bidding Documents. Bid Security will be a Bid Bond on the form provided by the City or a certified check made payable to “City of Bellflower.” When a -13-

Instructions to Bidders
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Bond is used for Bid Security, failure to use the City’s Bid Bond form will result in the rejection of the Bid.

10.2 If the apparent lowest responsible Bidder fails to sign the Agreement and furnish all items required by the Bidding Documents within the time limits specified in these Instructions to Bidders, the City will disqualify such Bidder and select the next apparent lowest responsible Bidder until all bids have been exhausted or the City may reject all bids. In such an event, the disqualified Bidder will be liable for and forfeit to the City the amount of the difference, not to exceed the amount of the Bid Security, between the amount of the disqualified Bid and the larger amount for which the City procures the Work.

10.3 If a Bid Bond is submitted and an attorney-in-fact executes the Bid Bond on behalf of the surety, a notarized and current copy of the power of attorney will be affixed to the Bid Bond. The surety issuing the Bid Bond will be listed in the latest published State of California, Department of Insurance list of, “Insurers Admitted to Transact Surety Insurance in This State.”

10.4 The City will retain Bid Security until the occurrence of one of the following:

10.4.1 All items required by the Bidding Documents have been furnished and the Agreement has been signed by the successful Bidder and the City.

10.4.2 The specified time has elapsed during which Bids may be withdrawn.

10.4.3 All Bids have been rejected.

10.5 The Bid Form, Bid Security, and all other documents required to be submitted with the Bid will be enclosed in a sealed opaque envelope. The envelope will be addressed to the City Clerk. The envelope will be identified with the PUBLIC WORKS YARD OFFICE RENOVATION, Bidder’s name and address, and, if applicable, the designated portion of the Project for which the Bid is submitted. If the Bid is sent by mail, the sealed envelope will be enclosed in a separate mailing envelope labeled as follows: “SEALED BID ENCLOSED.”

10.6 Bids will be deposited at the designated location on or before the Bid Deadline. A Bid received after the Bid Deadline will be returned to Bidder unopened.

10.7 Bidder will assume full responsibility for timely delivery at the location designated for receipt of Bids.

10.8 Oral, telephonic, facsimile, or telegraphic Bids are invalid and will not be accepted.
11 MODIFICATION OR WITHDRAWAL OF BID.

11.1 Before the Bid Deadline, a submitted Bid may be modified or withdrawn.

Notice of such action will be given to the City in writing and signed by the -14-

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Bidder’s authorized representative. A change so made will be so worded as not to reveal the amount of the original Bid.

11.2 A withdrawn Bid may be resubmitted up to the Bid Deadline, provided that it then fully complies with the Bidding Requirements.

11.3 Bid Security will be in an amount sufficient for the Bid as modified or resubmitted.

11.4 Bids may not be modified, withdrawn, or canceled within sixty (60) days after the Bid Deadline unless otherwise provided in Supplementary Instructions to Bidders.
12 OPENING OF BIDS. Bids submitted in the manner required by these instructions and are received on or before the Bid Deadline will be opened publicly. 13 REJECTION OF BIDS.

13.1 The City will have the right to reject all Bids.

13.2 The City will have the right to reject any Bid not accompanied by the required Bid Security or any other item required by the Bidding Documents, or a Bid which is in any other way materially incomplete or irregular. 14 AWARD

14.1 The City may retain all bids for a period of sixty (60) days for examination and comparison, and to delete any portion of the work from the contract.

14.2 The City will have the right to waive nonmaterial irregularities in a Bid and to accept the lowest responsive Bid as determined by The City.

14.3 The City will have the right to accept Alternates in any order or combination, unless otherwise specifically provided in the Bidding Documents.

14.4 The City will determine the low Bidder on the basis of the sum of the Lump Sum Base Bid plus all unit prices multiplied by their respective estimated quantities as stated in the Bid Form, if any, plus the Contractor Delay Damages multiplied by the “multiplier” as stated in the Bid Form, plus the amounts of all accepted Alternates.

14.4.1 Inclusion of Contractor Delay Damages within the Bid Form is solely for the purpose of determining the low bidder and establishing the City’s maximum daily liability as a result of City delays to Contractor, if any, and City has no obligation to pay any daily Contractor Delay Damages except as provided for in these Contract Documents for Compensable Delays. In the event that City becomes liable to Contractor for compensable delays, City agrees to pay Contractor the daily Contractor Delay Damages set forth in the Proposal Form or Contractor’s actual daily delay damages, whichever is less, for each day of Compensable Delay as provided for by these Contract Documents. -15-

Instructions to Bidders
Specifications No. 22/23-03
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14.5 The City will select the apparent lowest responsive and responsible Bidder and notify such Bidder within thirty (30) days (unless number of days is modified in Supplementary Instructions to Bidders) after the Bid Deadline or reject all bids.

Within ten (10) days after receiving the City’s notice that Bidder was selected as the apparent lowest responsible Bidder, Bidder will submit to the City all of the following items:

14.5.1 Two originals of the Agreement signed by Bidder.

14.5.2 Two originals of the Labor and Materials Bond.

14.5.3 Two originals of the Faithful Performance Bond.

14.5.4 Certificates of Insurance.

14.5.5 Names of all Subcontractors, with their addresses, telephone number, facsimile number, trade on Bidders’ company stationery.

Evidence, as required by the City, of the reliability and responsibility of the proposed Subcontractors such as statements of experience, statements of financial condition, and references.

14.5.6 Preliminary Contract Schedule.

14.5.7 Selection of Retention Options and Escrow Agreement for Deposit of Securities in Lieu of Retention and Deposit of Retention. If not submitted, the City will withhold retention.

14.5.8 Cost Breakdown.

14.6 Before award of the Contract, the City will notify Bidder in writing, if the City objects to a Subcontractor proposed by Bidder, in which case Bidder will propose a substitute acceptable to the City. Failure of the City to object to a proposed Subcontractor before award will not preclude the City from requiring replacement of any Subcontractor based upon information received subsequent to award, information which cannot be properly evaluated before award due to time constraints, or information relating to a failure to comply with the requirements of the Contract.

14.7 If Bidder submits the two original signed Agreements and all other items within ten (10) days after receiving the City’s notification, and all such items comply with the requirements of the Bidding Documents, the City will award the Contract to Bidder by signing the Agreement and returning a signed copy of the Agreement to Bidder.

14.8 If the City consents to the withdrawal of the Bid of the apparent lowest responsible Bidder, or the apparent lowest responsible Bidder fails or refuses to sign the Agreement or submit to the City all of the items required by the Bidding Documents, within ten (10) days after receiving the City’s notification, or the City determines that the Bidder is not financially or otherwise qualified to perform the Contract, the City may reject such Bidder’s Bid and select the next apparent lowest responsible Bidder, until all bids are exhausted, or reject all Bids. -16-

Instructions to Bidders
Specifications No. 22/23-03
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15 PROTEST

15.1 Procedure to be followed by protester and City Clerk.

A. Persons may challenge (the “Protester”) an award of a City of Bellflower Public Works contract (the “Project”) based upon whether the apparent lowest responsible bidder (the “Low Bidder”) is a “responsible bidder” as defined by applicable law.

B. The Protester must file a written statement with the City Clerk (the “Protest”) that sets forth the reasons for objection. The Protest must be filed with the City Clerk not later than seven (7) days after the bids were received and opened, or as soon as the Protester becomes aware of the ground for the Protest, whichever date occurs first. Any documents which support the objections must be filed together with the Protest.

C. Upon receiving the Protest, the City Clerk must mail a copy of the Protest to the Low Bidder, together with any supporting documents filed with the Protest. The City Clerk must include a letter of transmittal with the Protest which contains substantially the following information:

1. Notice that the Protest (and supporting documents, if any) was filed with the City Clerk;

2. Notice regarding the date, time, and place when and where the City Council will consider the bids received in connection with the Project; and

3. Notice that the Low Bidder may appear at the meeting and rebut the Protest including, without limitation, the ability to present evidence that the Low Bidder is qualified to perform the work and is the “lowest responsible bidder” on the Project.

D. In addition to the notice provided to the Low Bidder, the City Clerk must attempt to contact the Low Bidder by phone regarding the Protest. If the City Clerk is able to contact the Low Bidder, the City Clerk must provide, if the Low Bidder requests it, a facsimile copy of the Protest.

E. The City Clerk must also provide the Protester with notice regarding the date, time, and place when and where the City Council will meet to consider bids for the Project.

15.2 Procedure to be followed at the Hearing.

A. At the time set for consideration of the bids received in connection with the Project, the City Council must allow City staff to proceed with its presentation first.

B. Following the staff presentation, the City Council will allow the Protester to make his/her presentation. The Protester has the right to introduce -17-

Instructions to Bidders
Specifications No. 22/23-03
I-9
any testimony or other evidence which could not, by the exercise of reasonable diligence, have been submitted at the time the Protest was filed.

C. Following the Protester’s presentation, the Low Bidder has the right to cross-examine any witnesses who testified on behalf of the Protester and to rebut any other evidence introduced or produced by the Protester or City staff.

D. The City Council may, in its discretion, permit rebuttals and surrebuttals by the Protester and/or the Low Bidder.

E. At the conclusion of the hearing on the Protest, the City Council must decide whether, based on the evidence produced at the hearing, the Low Bidder is or is not the lowest responsible bidder.

F. In deciding where the Low Bidder is “responsible,” the City Council must consider the Low Bidder’s trustworthiness, and the quality, fitness and capacity of the Low Bidder to satisfactorily perform the work required to be performed for the Project. Evidence of pervasive and significant violations of the prevailing wage laws of the State of California by the Low Bidder on a City Public Works project or on public works projects involving other public agencies warrants a finding by the City Council that the Low Bidder is not the lowest responsible bidder.

G. If the Low Bidder is found to be “responsible” under the criteria referred to above, the City Council must award the contract for the Project to the Low Bidder, unless the City Council rejects all bids for the Project.

H. If the Low Bidder is found not be “responsible” under the criteria referred to above, the City Council must make a finding to that effect and must then award the contract to the second lowest responsible bidder, unless the City Council rejects all bids for the Project.

-18-

BID
Specifications No. 22/23-03
B-1
BID

BID TO: CITY OF BELLFLOWER, CALIFORNIA

The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with the City in the form included in the Contract Documents to perform the Work as specified or indicated in said Contract Documents entitled:

FOR CONSTRUCTION OF THE

PUBLIC WORKS YARD OFFICE RENOVATION

IN THE CITY OF BELLFLOWER
SPECIFICATION NO. 22/23-03

Bidder accepts all of the terms and conditions of the Contract Documents, including without limitation those in the Notice Inviting Bids and the Instructions to Bidders dealing with the disposition of the Bid Security.

This Bid will remain open for the period stated in the Notice Inviting Bids, unless otherwise required by law. Bidder will enter into an Agreement within the time and in the manner required in the Instructions to Bidders, and will furnish the insurance certificates, Payment Bond, Performance Bond, and all Permits required by the Contract Documents.

Bidder has examined copies of all the Contract Documents, including the following Addenda (receipt of which is hereby acknowledged):

Number ______________ Date ____________________

Bidder has familiarized itself with the nature and extent of the Contract Documents, the Work, the site, the locality where the Work is to be performed, the legal requirements (federal, state, and local laws, ordinances, rules, and regulations), and the conditions affecting cost, progress, or performance of the Work, and has made such independent investigations as Bidder deems necessary.

In conformance with the current statutory requirements of Labor Code § 1860, et seq., the undersigned confirms the following as its certification:

I am aware of Labor Code § 3700, which require every employer to be insured against liability for worker's compensation, or to undertake self-insurance in accordance with the provisions, before commencing the performance of the Work of this Contract.

To all the foregoing, and including all Bid Schedule(s), List of Subcontractors, Non-collusion Affidavit, Bidder's General Information, and Bid Bond contained in these Bid Forms, said Bidder further agrees to complete the Work required under the Contract Documents within the Contract Time stipulated in said Contract Documents, and to accept in full payment therefor the Contract Price based on the Lump Sum or Unit Bid Price(s) named in the aforementioned Bidding Schedule(s).

Dated: ______________________________ Bidder:

By:
(Signature)

Title:
-19-

BID
Specifications No. 22/23-03
B-2

BIDDER'S GENERAL INFORMATION

The Bidder shall furnish the following information. Failure to complete all Items will cause the Bid to be non-responsive and may cause its rejection. Additional sheets may be attached as required.

1. BIDDER/CONTRACTOR'S Name and Street Address:

2. CONTRACTOR'S Telephone Number: ( )
Facsimile Number: ( )
Email address:

3. CONTRACTOR'S License: Primary Classification
State License Number(s)
Supplemental License Classifications
Department of Industrial Relations (DIR) Registration No. _______________________________

4. Surety Company and Agent who will provide the required Bonds on this Contract:

Name of Surety
Address

Surety Company Agent
Telephone Numbers: Agent ( ) Surety ( )

5. Type of Firm (Individual, Partnership or Corporation):

6. Corporation organized under the laws of the State of:

7. List the names and addresses of the principal members of the firm or names and titles of the principal officers of the corporation or firm:

-20-

BID
Specifications No. 22/23-03
B-3
BIDDER'S GENERAL INFORMATION (Continued)

8. Number of years experience as a contractor in this specific type of construction work:

9. List at least three related projects of comparable size and complexity completed to date:

1. Owner
Contact
Phone ( )
Project ( )
Address
Class of Work
Contract amount
Date completed

2. Owner
Contact
Phone ( )
Project ( )
Address
Class of Work
Contract amount
Date completed

3. Owner
Contact
Phone ( )
Project ( )
Address
Class of Work
Contract amount
Date completed

10. List the name and title of the person who will supervise full-time the proposed work for your firm:

11. Is full-time supervisor an employee contract services ?

12. A financial statement or other information and references sufficiently comprehensive to permit an appraisal of your current financial condition may be required by the Engineer.

13. Name of the person who inspected the site of the proposed Work for the bidder:

Name: Date of Inspection:

-21-

BID
Specifications No. 22/23-03
B-4

PUBLIC WORKS YARD OFFICE RENOVATION

BIDDER’S STATEMENT OF PAST CONTRACT DISQUALIFICATIONS

Please state all instances of being disqualified, removed, or otherwise prevented from bidding on, or completing, a federal, state, or local government project due to a violation of a law or safety regulation.

1. Have you ever been disqualified from any government contract?

Yes  No 

2. If yes, explain the circumstances:

_________________________________
Bidder’s Signature

-22-

BID
Specifications No. 22/23-03
B-5

INSURANCE REQUIREMENTS
[MUST BE SUBMITTED WITH PROJECT PROPOSAL]

To be awarded this contract, the successful bidder must procure and maintain the following types of insurance with coverage limits complying, at a minimum, with the limits set forth below:

Type of Insurance Limits

Commercial general liability: $3,000,000
Business automobile liability $1,000,000
Workers compensation Statutory requirement.

Commercial general liability insurance must meet or exceed the requirements of ISO- CGL Form No. CG 00 01 11 85 or 88. The amount of insurance set forth above must be a combined single limit per occurrence for bodily injury, personal injury, and property damage for the policy coverage. Liability policies must be endorsed to name the City, its officials, and employees as “additional insureds” under said insurance coverage and to state that such insurance will be deemed “primary” such that any other insurance that may be carried by the City will be excess thereto. Such endorsement must be reflected on ISO Form No. CG 20 10 11 85 or 88, or equivalent. Such insurance must be on an “occurrence,” not a “claims made,” basis and will not be cancelable or subject to reduction except upon thirty (30) days prior written notice to the City.

Automobile coverage must be written on ISO Business Auto Coverage Form CA 00 01 06 92, including symbol 1 (Any Auto).

The Consultant must furnish to the City duly authenticated Certificates of Insurance evidencing maintenance of the insurance required under this Agreement, endorsements as required herein, and such other evidence of insurance or copies of policies as may be reasonably required by the City from time to time. Insurance must be placed with admitted insurers with a current A.M. Best Company Rating equivalent to at least a Rating of “A:VII.” Certificate(s) must reflect that the insurer will provide thirty (30) day notice of any cancellation of coverage. The Consultant will require its insurer to modify such certificates to delete any exculpatory wording stating that failure of the insurer to mail written notice of cancellation imposes no obligation, and to delete the word “endeavor” with regard to any notice provisions.

By signing this form, the bidder certifies that it has read, understands, and will comply with these insurance requirements if it is selected as the City’s consultant. Failure to provide this insurance will render the bidder’s proposal “nonresponsive.”

___________________ __________________________
Date Bidder
-23-

BID
Specifications No. 22/23-03
B-6
Contractor's Name
_________________________________________________________ List of Subcontractors and Off-Job Fabricators
Listing must comply with the provisions of Public Contract Code § 4104.

Name of Subcontractor
or Off-Job Fabricator
Contractor’s License No.

DIR Registration No.

Business Address
Telephone No.

Email address
Items of Work and Dollar
Amount

If more space is needed, attach additional sheets.

Public Contract Code § 4104 provides that bidders must list:
(a)(1) The name, the location of the place of business, and the California contractor license number of each subcontractor who will perform work or labor or render service to the prime contractor in or about the construction of the work or improvement, or a subcontractor licensed by the State of California who, under subcontract to the prime contractor, specially fabricates and installs a portion of the work or improvement according to detailed drawings contained in the plans and specifications, in an amount in excess of one-half of 1 percent of the prime contractor's total bid or, in the case of bids or offers for the construction of streets or highways, including bridges, in excess of one-half of 1 percent of the prime contractor's total bid or ten thousand dollars ($10,000), whichever is greater.

Per Public Contract Code §4104, Contractor’s bidding on public projects are required to list above California contractor license numbers for all subcontractor’s performing work in excess of one- half of one-percent of the contract’s value.

-24-

BID
Specifications No. 22/23-03
B-7

UNIT PRICE BID SCHEDULE A
Schedule of Prices for the Construction of the:

PUBLIC WORKS YARD OFFICE RENOVATION
SPECIFICATIONS NO. 22/23-03
in Bellflower, California

Item
No. Description Estimated
Quantity
Unit
Price Total Amount

1. General Requirements 1 LS

2. Final Clean-Up 1 LS

3. Demolition 1 LS

4. Earthwork 1 LS

5. Asphalt Paving 620 SF

6. Site Concrete 856 SF

7. Pavement Marking 1 LS

8. Site Utilities 1 LS

9. Landscaping 344 SF

10. Reinforcing Steel 1 LS

11. Concrete 722 SF

12. Steel 1 LS

13. Rough Carpentry 1 LS

14. Cabinets 193 LF

15. Insulation 4,414 SF

16. Roofing & Flashing 1 LS

17. Flashing & Sheetmetal 1 LS

18. Doors 1 LS

19. Windows & Storefront 1 LS

20. Plaster & Drywall 17,589 SF

21. Tile 617 SF
-25-

BID
Specifications No. 22/23-03
B-8

22. Ceiling 1,387 SF

23. Flooring 3,640 SF

24. Special Floorings 532 SF

25. Painting 14,005 SF

26. Specialties 1 LS

27. Toilet Specialties 1 LS

28. Signage 1 LS

29. Fire Protection 1 LS

30. Plumbing 1 LS

31. HVAC 1 LS

32. Electrical 1 LS

TOTAL BID PRICE – FOR SCHEDULE A
For the lump sum of

$
(Price in figures)

(Price in words)

QUANTITIES OF WORK:

The quantities of work or material stated in the unit price items of the Bid Schedule are supplied only to give an indication of the general scope of the Work. The City of Bellflower does not expressly or by implication agree that the actual amounts of work or material will correspond therewith, and reserves the right after award to increase or decrease the quantity of any unit price bid item, by an amount up to 25 percent of increase or decrease, without a change in the unit prices, and may delete any bid item in its entirety, and receive full credit in the amount shown in the Bid Schedule for the deleted item of Work.

Name of Bidder or Firm

-26-

BID
Specifications No. 22/23-03
B-9

BID BOND

KNOW ALL MEN BY THESE PRESENTS: That we ___________________________

__________________________________________________________________, Principal,

and________________________________________________________________________

__________________________________________________________, Surety, are held and firmly bound unto
THE CITY OF BELLFLOWER Obligee,
in the sum of Ten Percent of the total amount of the Bid for the payment of which we bind ourselves, our legal representatives, successors and assigns, jointly and severally, firmly by these presents.

Principal submitted or is about to submit a bid or proposal to Obligee on a contract for

PUBLIC WORKS YARD OFFICE RENOVATION

Should a contract be awarded to the principal and principal, within such time as specified, duly execute the contract in the prescribed form and deliver the same to obligee with all required bonds/performance securities, certificates of insurance and such other items as required in the bidding or contract documents then this obligation is null and void. Otherwise, it will remain in full force and effect, and if the contract is awarded to principal and principal fails, within the time specified, to duly execute the contract in the prescribed form and deliver the same to obligee with all said required items, then surety must pay obligee the full penalty sum of this bond.

Surety, for value received, hereby agrees that no extension of time, change, alteration, modification, or addition to the bidding or contract documents, or of the work required thereunder, releases or exonerates surety on this bond or in any way affect the obligation of this bond; and surety does hereby waive notice of same.

Signed, sealed and dated
_______________________________________________
(Principal)

by________________________________________(Seal)

_______________________________________________
(Surety)

by_____________________________________________
Attorney-in-Fact

INDICATE COMPLETE ADDRESS OF SURETY TO WHICH

CORRESPONDENCE CONCERNING THIS BOND SHOULD BE
DIRECTED.

Telephone No.

-27-

BID
Specifications No. 22/23-03
B-10

NON COLLUSION DECLARATION TO BE EXECUTED
BY

BIDDER AND SUBMITTED WITH BID

The undersigned declares:

I am the __________________ of ________________________________, the party making the foregoing bid.

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

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

I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on ____________ [date], at ______________________ [city], ________________________ [state].

___________________________
Signature

-28-

Agreement
Specifications No. 22/23-03
C-1

PUBLIC WORKS CONTRACT

BETWEEN

THE CITY OF BELLFLOWER AND

This CONTRACT is entered into this day of , 20 , by and between the CITY OF BELLFLOWER, a general law city and municipal corporation (“the City”) and (“the Contractor”).

1. WORK.

A. The Contractor will provide all work required by the Contract Documents (the “Work”). The Contractor agrees to do additional work arising from changes ordered by the City in accordance with the Contract Documents.

B. The Contractor and the City agree to abide by the terms and conditions contained in the Contract Documents;

C. The Contractor will furnish all of the labor; supplies and materials; equipment; printing; vehicles; transportation; office space and facilities; all tests, testing and analyses; and all matters whatsoever (except as otherwise expressly specified to be furnished by the City) needed to perform and complete the Work and provide the services required of the Contractor by the Contract Documents.

D. “Contract Documents” means the Notice Inviting Bids; Instructions to Bidders; Supplementary Instructions to Bidders; Proposal; this Contract; Standard Specifications; Supplementary Conditions; Exhibits; Technical Specifications; List of Drawings; Drawings; Addenda; Notice to Proceed; Change Orders; Notice of Completion; and all other documents identified in the Contract Documents which together form the contract between the City and the Contractor for the Work. The Contract Documents constitute the complete agreement between the City and the Contractor and supersede any previous agreements or understandings.

2. CONTRACT SUM. The City agrees to pay the Contractor a sum not to exceed dollars ($ ) for the Work in the manner set forth in the Contract Documents. The City may adjust this amount as set forth in the Contract Documents.

3. TIME FOR PERFORMANCE.

A. The Contractor will fully complete the Work within one hundred twenty (120) working days (the “Contract Time.”)

B. The Contract Time will commence when the City issues a notice to proceed.

The Contract Documents will supersede any conflicting provisions included on the notice to proceed issued pursuant to this Contract. -29-

Agreement
Specifications No. 22/23-03
C-2

C. The Contractor may not perform any Work until:

i. The Contractor furnishes proof of insurance as required by the Contract Documents; and

ii. The City gives the Contractor a written, signed, and numbered purchase order and notice to proceed.

D. By signing this Contract, the Contractor represents to the City that the Contract Time is reasonable for completion of the Work and that the Contractor will complete the Work within the Contract Time.

E. Should the Contractor begin the Work before receiving written authorization to proceed, any such Work is at the Contractor’s own cost and risk.

4. DISPUTES. Disputes arising from this contract will be determined in accordance with the Contract Documents and Public Contracts Code §§ 10240-10240.13.

5. THIRD PARTY CLAIMS. In accordance with Public Contracts Code § 9201, the City will promptly inform the Contractor regarding third-party claims against the Contractor, but in no event later than ten (10) business days after the City receives such claims. Such notification will be in writing and forwarded in accordance with the “Notice” section of the Contract Documents. As more specifically detailed in the Contract Documents, the Contractor agrees to indemnify and defend the City against any third-party claim.

6. TAXPAYER IDENTIFICATION NUMBER. The Contractor will provide the City with a Taxpayer Identification Number.

7. PERMITS AND LICENSES. Unless otherwise provided, the Contractor, at its sole expense, will obtain and maintain during the Contract Time, all necessary permits, licenses, and certificates that may be required in connection with the Work.

8. OWNERSHIP OF DOCUMENTS. All documents, data, studies, drawings, maps, models, photographs and reports prepared by the Contractor under the Contract Documents are the City’s property. The Contractor may retain copies of said documents and materials as desired, but will deliver all original materials to the City upon the City’s written notice.

9. INDEMNIFICATION. The Contractor agrees to indemnify, defend, and hold the City harmless as set forth in the Contract Documents. The requirements as to the types and limits of insurance coverage to be maintained by the Contractor as required by the Contract Documents, and any approval of such insurance by the City, are not intended to and will not in any manner limit or qualify the liabilities and obligations otherwise assumed by the Contractor pursuant to the Contract Documents, including, without limitation, to the provisions concerning indemnification.

10. INDEPENDENT CONTRACTOR. The City and the Contractor agree that the Contractor will act as an independent contractor and will have control of all work and -30-

Agreement
Specifications No. 22/23-03
C-3
the manner in which is it performed. The Contractor will be free to contract for similar service to be performed for other employers while under contract with the City. The Contractor is not an agent or employee of the City and is not entitled to participate in any pension plan, insurance, bonus or similar benefits the City provides for its employees. Any provision in this Contract that may appear to give the City the right to direct the Contractor as to the details of doing the work or to exercise a measure of control over the work means that the Contractor will follow the direction of the City as to end results of the work only.

11. AUDIT OF RECORDS. The Contractor will maintain full and accurate records with respect to all services and matters covered under this Contract. The City will have free access at all reasonable times to such records, and the right to examine and audit the same and to make transcript therefrom, and to inspect all program data, documents, proceedings and activities. The Contractor will retain such financial and program service records for at least three (3) years after termination or final payment under the Contract Documents.

12. NOTICES. All communications to either party by the other party will be deemed made when received by such party at its respective name and address as follows:

The City The Contractor
Len Gorecki, Director of Public Works
16600 Civic Center Drive
Bellflower, CA
[email protected]

Any such written communications by mail will be conclusively deemed to have been received by the addressee three (3) days after deposit thereof in the United States Mail, postage prepaid and properly addressed as noted above. In all other instances, notices will be deemed given at the time of actual delivery. Changes may be made in the names or addresses of persons to whom notices are to be given by giving notice in the manner prescribed in this paragraph.

13. NO THIRD PARTY BENEFICIARY. This Contract and every provision herein is for the exclusive benefit of the Contractor and the City and not for the benefit of any other party. There will be no incidental or other beneficiaries of any of the Contractor’s or the City’s obligations under this Contract.

14. INTERPRETATION. This Contract was drafted in, and will be construed in accordance with the laws of the State of California, and exclusive venue for any action involving this Contract will be in Los Angeles County.

15. EFFECT OF CONFLICT. In the event of any conflict, inconsistency, or incongruity between any provision of the Contract Documents, precedence will be as follows:

A. This Contract;

B. The Standard Specifications; and
-31-

Agreement
Specifications No. 22/23-03
C-4
C. Precedence of documents as determined in the Standard Specifications.

16. SEVERABILITY. If any portion of the Contract Documents are declared by a court of competent jurisdiction to be invalid or unenforceable, then such portion will be deemed modified to the extent necessary in the opinion of the court to render such portion enforceable and, as so modified, such portion and the balance of this Contract will continue in full force and effect.

17. AUTHORITY/MODIFICATION. The Parties represent and warrant that all necessary action has been taken by the Parties to authorize the undersigned to execute this Contract and to engage in the actions described herein. This Contract may be modified by written amendment. The City’s city manager, or designee, may execute any such amendment on the City’s behalf.

18. ACCEPTANCE OF FACSIMILE SIGNATURES. The Parties agree that this Contract, agreements ancillary to this Contract, and related documents to be entered into in connection with this Contract will be considered signed when the signature of a party is delivered by facsimile transmission. Such facsimile signature will be treated in all respects as having the same effect as an original signature.

19. COVENANTS AND CONDITIONS. The parties agree that all of the provisions hereof will be construed as both covenants and conditions, the same as if the words importing such covenants and conditions had been used in each separate paragraph.

20. CAPTIONS. The captions of the paragraphs of this Contract are for convenience of reference only and will not affect the interpretation of this Contract.

21. TIME IS OF ESSENCE. Time is of the essence for each and every provision of the Contract Documents.

-32-

Agreement
Specifications No. 22/23-03
C-5
IN WITNESS WHEREOF the parties hereto have executed this contract the day and year first hereinabove written.

CITY OF BELLFLOWER _______

_________________________________ ____________________________ Jeffrey L. Stewart,
City Manager

_____________________________

ATTEST:

_____________________________ Taxpayer ID No. _______________ Mayra Ochiqui,
City Clerk

APPROVED AS TO FORM:

_________________________________
Karl H. Berger,
City Attorney

-33-

Faithful Performance Bond
Specifications No. 22/23-03
FPB-1

CITY OF BELLFLOWER

PUBLIC WORKS YARD OFFICE RENOVATION

SPECIFICATIONS NO. 22/23-03

FAITHFUL PERFORMANCE BOND

Bond No.

Bond Fee:

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

PRINCIPAL or SURETY will apply this bond for the faithful performance of any and all of the conditions and stipulations set forth in this bond, SPECIFICATIONS NO. 22/23-03, and the public works contract executed with such Specifications. In the case of any default in the performance of the conditions and stipulations of this undertaking, it is agreed that PRINCIPAL or SURETY will apply the bond or any portion thereof, to the satisfaction of any damages, reclamation, assessments, penalties, or deficiencies arising by reason of such default.

BOND CONDITIONS

1. PRINCIPAL will construct the public improvements identified in SPECIFICATIONS NO. 22/23-03, a copy of which is on file with CITY’s Public Works Department (“Public Project”). Such performance will be in accordance with CITY’s plans and profiles which are made a part of this bond when said plans and profiles are approved by the City Council and filed with CITY’s Public Works Department. CITY has estimated the required amount of the bond as shown above.

2. PRINCIPAL’s work on the Public Project will be done in accordance with CITY’s plans and specifications and with any permit issued by CITY. Should PRINCIPAL fail to complete all required work within the time allowed, CITY may, at its sole discretion, cause all required work to be done and the parties executing the bond will be firmly bound for the payment of all necessary costs therefor.

3. PRINCIPAL will guarantee its work against any defective work, labor, or materials on the Public Project for a period of one (1) year following the Public Project’s completion and acceptance by CITY.

4. This bond is conditioned upon and guarantees due compliance with all applicable law including, without limitation, the Bellflower Municipal Code (“BMC”).

-34-

Faithful Performance Bond
Specifications No. 22/23-03
FPB-2

5. SURETY, for value received, agrees that no changes, extensions of time, alteration or modification of SPECIFICATIONS NO. 22/23-03 or of the obligation to be performed will in any way affect its obligation on this bond, and it waives notice of any such change, extension of time, alteration or modification of the contract documents or of the obligation to be performed.

6. This bond consists of this instrument; the plans and specifications identified above; and the following two (2) attached exhibits all of which are incorporated herein by reference:

A. A certified copy of the appointment, power of attorney, bylaws or other instrument entitling or authorizing the persons executing this bond to do so;

B. A certificate issued by the county clerk for the county in which SURETY’s representative is located conforming with California Code of Civil Procedure § 995.640 and stating that SURETY’s certificate of authority has not been surrendered, revoked, cancelled, annulled, or suspended, or in the event that it has, that renewed authority has been granted; and

7. Should PRINCIPAL perform its obligations within the time allowed, PRINCIPAL’s obligation will be void upon the acceptance of the performance by CITY; otherwise this obligation will remain in full force and effect.

SIGNED AND SEALED this day of , 20__.

PRINCIPAL’s PRESIDENT SURETY’s PRESIDENT

PRINCIPAL’s SECRETARY SURETY’s SECRETARY

PRINCIPAL’s MAILING ADDRESS: SURETY’s MAILING ADDRESS:

NOTE: ALL signatures must be acknowledged by a notary public. -35-

Labor and Materials Bond
Specifications No. 22/23-03
L&MB-1

CITY OF BELLFLOWER

PUBLIC WORKS YARD OFFICE RENOVATION

SPECIFICATIONS NO. 22/23-03

LABOR AND MATERIALS BOND

Bond No.

Bond Fee:

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

This bond is conditioned upon and guarantees payment by PRINCIPAL to contractors, subcontractors, and persons renting equipment; payment by PRINCIPAL and all PRINCIPAL’S subcontractors for all materials, provisions, provender, or other supplies, and equipment used in, upon, for or about the performance of the work contemplated in SPECIFICATIONS NO. 22/23-03 (“Public Project”), the public works contract executed for such Public Project, and for all work or labor of any kind performed for the Public Project. In the case of any default in the performance of the conditions and stipulations of this undertaking, it is agreed that PRINCIPAL or SURETY will apply the bond or any portion thereof, to the satisfaction of any damages, reclamation, assessments, penalties, or deficiencies arising by reason of such default.

BOND CONDITIONS

1. PRINCIPAL will construct the public improvements identified in SPECIFICATIONS NO. 22/23-03, and the public works contract executed for such Specifications, copies of which is on file with CITY’s Public Works Department (“Public Project”). Such performance will be in accordance with CITY’s plans and profiles which are made a part of this bond when said plans and profiles are approved by the City Council and filed with CITY’s Public Works Department.

2. PRINCIPAL will pay all contractors, subcontractors, and persons renting equipment.

3. PRINCIPAL will pay for all materials and other supplies, for equipment used in, on, for or about the performance of the Public Project, and will pay for all work and labor thereon.

4. This bond is conditioned upon and guarantees due compliance with all applicable law including, without limitation, the Bellflower Municipal Code (“BMC”). -36-

Labor and Materials Bond
Specifications No. 22/23-03
L&MB-2

5. SURETY, for value received, agrees that no changes, extensions of time, alteration or modification of SPECIFICATIONS NO. 22/23-03, or of the obligation to be performed will in any way affect its obligation on this bond, and it waives notice of any such change, extension of time, alteration or modification of the contract documents or of the obligation to be performed.

6. This bond consists of this instrument; the plans and specifications identified above; and the following TWO (2) attached exhibits all of which are incorporated herein by reference:

A. A certified copy of the appointment, power of attorney, bylaws or other instrument entitling or authorizing the persons executing this bond to do so; and

SIGNED AND SEALED this day of , 20__.

PRINCIPAL’s PRESIDENT SURETY’s PRESIDENT

PRINCIPAL’s SECRETARY SURETY’s SECRETARY

PRINCIPAL’s MAILING ADDRESS: SURETY’s MAILING ADDRESS:

NOTE: ALL signatures must be acknowledged by a notary public.

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Worker’s Compensation
Specifications No. 22/23-03
WC-1

WORKERS’ COMPENSATION CERTIFICATE

(AS REQUIRED BY LABOR CODE § 1861)

I am aware of Labor Code § 3700 which requires every employer to be insured against liability for workers’ compensation, or to undertake self-insurance in accordance with the provisions of said Code, and I will comply with such provisions before commencing the performance of the Work of this Contract.

Contractor

Title

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Declaration of Sufficiency of Funds
Specifications No. 22/23-03
DSF-1

DECLARATION OF SUFFICIENCY OF FUNDS
(California Labor Code Section 2810)

I, the undersigned, an authorized representative of ________________ (insert name of Bidder) (“Bidder”) with authority to make the statements contained in this Declaration on behalf of Bidder, hereby declare the following:

1. The Bidder’s employer identification number for state tax purposes is ______________________ (insert identification number).

2. The Bidder’s workers’ compensation insurance policy number is ______________________ (insert policy number) and the name, address, and telephone number of the insurance carrier providing said insurance is:
__________________________________ (insert information requested).

3. The following information is provided concerning any and all vehicles that are owned by the Bidder and that will be used for transportation in connection with any service provided for the performance of the Work that is subject of the Bidder’s Bid to the District (insert information requested.

Attach addition sheets, if needed):

Vehicle Vehicle ID No.

Vehicle
Liability Insurance Policy No.
(of Policy covering vehicle)
Name, Address and Telephone No.
of Vehicle Liability Insurance Carrier
(issuing Policy covering vehicle)

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4. The following is the address of any real property that will be used to house workers in connection with the performance of the W ork that is subject of the Bidder’s Bid to the District (insert information requested. If no such housing will be provided, enter “none”). ___________________________.

5. The actual or estimated number of workers that will be employed to perform the Work of the Project that is the subject of the Bidder’s Bid, the total amount of wages to be paid to said workers, and the date on which said wages will be paid are as follows (attach additional sheets, if needed):

Total Number of Workers Total Amount of Wages Dates for Payment of Wages

6. Check only one of the following boxes, as applicable:

The statement of number of workers declared in Paragraph 5, above, is a statement of the actual number of workers that will be employed; or

The actual number of workers requested in Paragraph 5, above, is unknown and therefore the statement of number of workers declared therein is based on the Bidder’s best estimate available at the time of Bid, rather than the actual number of workers that will be employed.

7. The actual or estimated total number of persons and entities who will be utilized as independent contractors to perform the Work of the Project that is the subject of the Bidder’s Bid (together with their known, current local, state, and federal contractor license identification numbers that each is required to have under local, state or federal laws or regulations are as follows (attach additional sheets, if needed):

List of Independent Contractors Current, Local, State and Federal Contractor License Identification Number

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8. Check only one of the following boxes, as applicable:

The statement of number of independent contractors declared in Paragraph 7, above, is a statement of the actual number of independent contractors that will be utilized; or,

The actual number of independent contractors requested in Paragraph 7, above, is unknown and therefore the statement of number of independent contractors declared therein is based on the Bidder’s best estimate available at the time of Bid, rather than the actual number of independent contractors that will be utilized.

I, the undersigned, declare under penalty of perjury that the foregoing statements are within my personal knowledge and are true and correct. Executed on this ______ day of ______________, in the year 20___.

_____________________________________

_____________________________________
Print Name

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Guaranty
Specifications No. 22/23-03
G-1

CITY OF BELLFLOWER

PUBLIC WORKS YARD OFFICE RENOVATION

SPECIFICATIONS NO. 22/23-03

GUARANTY

In accordance with the terms of the contract for the PUBLIC WORKS YARD OFFICE RENOVATION Project in the City of Bellflower (the “Contract”) approved ______________________________ between the City of Bellflower (the “Agency”) and the undersigned (the “Contractor”), under which the Contractor shall complete work as described in the Contract Documents (as defined in the Contract), the following guarantee of said work is hereby made.

If any of the items installed pursuant to the Contract, prove defective or if the item, as a whole, proves defective, due to faulty workmanship, material furnished or methods of installation, or if the said item or any part thereof fails to operate properly, as planned, due to any of the above causes, all within one (1) year after date on which the work is accepted by the Agency, then the undersigned agrees the repairs shall be made and such materials as are necessary shall be furnished and installed within thirty (30) days after the receipt of demand from the Agency; provided, that if the Contract Documents require a longer guaranty period, then the longer period shall apply. In the event repairs are not made within thirty (30) days, the Agency shall have the unqualified option to make any needed repairs or replacements itself or by any other contractor. The Contractor agrees to reimburse the Agency, upon demand, of its expenses incurred in restoring said items to the condition contemplated in the Contract, including the cost of any equipment or materials replaced, or upon demand by the Agency, to replace any such equipment and repair said items completely without cost to the Agency so that they will operate successfully as originally contemplated.

Emergency repairs must necessarily be made by the Agency; therefore, when defective material or workmanship results in emergency repairs, the undersigned agrees to reimburse the Agency, upon demand, expenses incurred.

Each item will be deemed defective within the meaning of this guaranty in the event that item fails to operate as originally intended thereof and in accordance with the plans and specifications included in the Contract. The Faithful Performance Bond required for the Contract shall remain in full force and effect for the entire first year of the applicable guarantee period.

_____________________________ ________________________________ Date (Print Name of Contractor, Company or Corporation)

________________________________
Signature

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Standard Specifications
Specifications No. 22/23-03
SS-1

CITY OF BELLFLOWER

PUBLIC WORKS DEPARTMENT

STANDARD SPECIFICATIONS

Except as modified by these Standard Specifications, the provisions of the latest edition of the “Standard Specifications for Public Works Construction” (“Greenbook”) and its supplements prepared and promulgated by the Southern California Chapters of the American Public Works Association and the Associated General Contractors of America, constitute the Standard Specifications for this project. THESE STANDARD

SPECIFICATIONS ARE INTENDED TO, AND DO, TAKE PRECEDENCE OVER ANY CONFLICTING PROVISION OF THE GREENBOOK.

1. NUMBERING OF SECTIONS

The numbering of these Standard Specifications is NOT intended to conform with the Greenbook. Rather, the numbering is specific for these Standard Specifications. As noted at the outset, however, the provisions contained within these Standard Specifications supersede any conflicting clauses within the Greenbook and govern the contractual relationship between the Parties.

2. MODIFICATIONS

To the extent that the provisions of the Contract Documents conflict with the Green Book, the Contract Documents take precedence.

3. DEFINITIONS

Unless the contrary is stated or clearly appears from the context, the following definitions will govern the construction of the words and phrases used in these Standard Specifications.

Acceptance – The date on which the City Council accepts the Work as complete.

Architect, Design Engineers, Soils Engineer, Structural Engineers – Advisors employed by the City.

Bidder – Any individual, firm, partnership, corporation, or combination thereof, submitting a proposal for the work contemplated, acting directly or through a duly authorized representative.

Compensable Delay – a delay entitling the Contractor to an adjustment of the Contract Sum and an adjustment of the Contract Time in accordance with this Agreement.

Due Notice – A written notification, given in due time, of a proposed action where such notification is required by the contract to be given a specified interval of time (usually 48 hours or two working days) before the commencement of the contemplated action. -43-

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Notification may be from Public Works Director to Contractor or from Contractor to Public Works Director.

Public Works Director – The City Public Works Director, or designee, as defined in the Greenbook. Unless otherwise provided, all correspondence and decisions made relative to the contract will be by the City Public Works Director or designee.

PCC – California Public Contract Code.

Prompt – The briefest interval of time required for a considered reply, including time required for approval of a governing body.

(Check if applicable) State Standard Specifications - State of California Standard Specifications ( https://dot.ca.gov/programs/design/ccs-standard-plans-and-standard- specifications).

Working Days – A working day is defined as any day, except Saturdays, Sundays, legal holidays and days when work is suspended by the Public Works Director.

4. ABBREVIATIONS
AAN American Association of Nurserymen
AGC Associated General Contractors of America
AISC American Institute of Steel Construction
APWA American Public Works Association
ASA American Standard Association
ASME American Society of Mechanical Engineers
CA MUTCD California Manual on Uniform Traffic Control Devices IEEE Institute of Electric and Electronic Engineers
NEC National Electric Code
Greenbook The most current edition of the Standard Specifications for Public Works Construction, and subsequent supplements prepared by Public Works Standards, Inc.

SPPWC Standard Plans for Public Works Construction by the American Public Works Association
SSPWC Standard Specifications for Public Works Construction by the American Public Works Association

5. ACCESS TO PROJECT SITE

Not later than the date designated in the City Notice to Proceed, the City will provide access to the real property and facilities upon which the Work is to be performed, including access to real property and facilities designated in the Contract Documents for the Contractor’s use.

6. SUBCONTRACTOR LISTING

Except as provided in PCC §§ 4100, et seq., each bidder will file with its bid the name and location of the place of business of each subcontractor who will perform work or labor or render service to the prime contractor in or about the construction of the work -44-

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or improvement, or a subcontractor licensed by the State of California who, under subcontract to the prime contractor, specifically fabricates and installs a portion of the work or improvement according to detailed drawings contained in the plans and specifications, in an amount in excess of one-half of one percent of the prime contractor’s total bid. Only one subcontractor will be listed for each portion of the work, which portion will be defined in the bid. In each instance, the nature and extent of the work to be sublet will be described. The failure of the Contractor to specify a subcontractor, or the listing of more than one subcontractor for the same portion of the work, constitutes an agreement by the Contractor that it is fully qualified to perform that portion itself and that it will perform that portion itself.

The Contractor must have the City Council’s written consent to substitute a subcontractor other than that designated in the original bid, to permit any subcontract to be assigned or transferred, or to allow a subcontract to be performed by other than the original subcontractor.

Subcontracting of work for which no subcontractor was designated in the original bid, and which is more than one-half of one percent of the work, will be allowed only in cases of public emergency or necessity, and then only after a finding reduced to writing as a public record of the City Council setting forth the facts constituting the emergency or necessity.

Violation of any of the above provisions will be considered a breach of the Contract, and the City may terminate the Contractor’s control over the Work, cancel the contract, or assess the Contractor a penalty of not more than 10 percent of the subcontract involved.

All persons engaged in the work, including subcontractors and their employees will be considered as employees of the Contractor. The Contractor will be solely responsible for and have control over construction means, methods, techniques, sequences, procedures, and the coordination of all portions of the Work. The City will deal directly with, and make all payments to, the prime Contractor.

When subcontracted work is not being prosecuted in a satisfactory manner, the Contractor will be notified to take corrective action. The Public Works Director may report the facts to the City Council. If the City Council so orders, and on receipt by the Contractor of written instructions from the Public Works Director, the subcontractor will be removed immediately from the Work. That subcontractor will not again be employed on the Work.

If licensure or proper licensure is controverted, then proof of licensure pursuant to this section must be made by production of a verified certificate of licensure from the Contractors’ State License Board which establishes that the individual or entity bringing the action was duly licensed in the proper classification of contractors at all times during the performance of any act or contract covered by the action. Nothing in this subdivision requires any person or entity controverting licensure or proper licensure to produce a verified certificate. When licensure or proper licensure is controverted, the burden of proof to establish licensure or proper licensure is on the licensee.

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The Contractor will submit experience statements for each subcontractor who will perform contract work that amounts to more than 10% of the Work.

7. CONTRACT BONDS

The Faithful Performance Bond and the Labor and Materials Bond must be paid and in effect for one year after the acceptance of the job by the City in accordance with the guarantee required by the Greenbook.

The term “surety bond,” “guarantee,” and “bond” also includes such other acceptable security, such as letters of credit or cash deposit agreements issued by responsible financial institutions, which are approved by the City Attorney. Sureties must be admitted to do business in California.

8. CONTRACT DOCUMENTS

The Contractor will maintain the following at the Work site:

• One as-built copy of the Plans and Specifications, in good order and marked to record current changes and selections made during construction. As-built plans must be submitted to the City representative for approval before the City pays a final retention amount.

• The current accepted Contract Schedule.

• Shop Drawings, Product Data, and Samples.

• Approved permits from other agencies, including Cal-OSHA permits for trench shoring.

• All other required submittals.

The Plans, Specifications, and other Contract Documents will govern the Work. The Contract Documents are intended to be complementary and cooperative and to describe and provide for a complete project. Anything in the Specifications and not on the Plans, or on the Plans and not in the Specifications, will be as though shown or mentioned in both.

Payment for any items on the plans for which there is no specific bid item will be included in the various items of work or in any item to which it is appurtenant.

If the Contractor performs any work which it knows or should know involves an error, inconsistency, or omission without notifying and obtaining written consent from the Public Works Director, the Contractor will be responsible for the resulting losses, including, without limitation, the costs of correcting defective work.

9. PRECEDENCE OF CONTRACT DOCUMENTS

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As the figured dimensions shown on the plans and in the specifications of the Contract may not in every case agree with scaled dimensions, the figured dimensions will be followed in preference to the scaled dimensions and plans to a large scale will be followed in preference to the plans to a small scale. Should it appear that the work to be done, or any of the matters relative thereto, are not sufficiently detailed or explained in the Contract, the Contractor will apply to the Public Works Director for such further explanations as may be necessary and will conform thereto as part of the Contract so far as may be consistent with the terms thereof. Any items shown on drawings and not mentioned in the specifications will be of like effect as if shown or mentioned in both.

10. ACCURACY OF PLANS AND SPECIFICATIONS

Although it is believed that much of the information pertaining to conditions and existing utilities that may affect the cost of the Work will be shown on the Plans or indicated in the Specifications, the City does not warrant the completeness or accuracy of such information.

The Contractor will carefully study and compare each of the Contract Documents with the others and with information furnished by the City and will promptly report in writing to the Public Works Director any errors, inconsistencies, or omissions in the Contract Documents or inconsistencies with applicable law observed by the Contractor.

The Contractor will take field measurements, verify field conditions, perform soil investigations, and carefully compare with the Contract Documents such field measurements, conditions, and other information known to the Contractor before commencing the Work. Errors, inconsistencies, or omissions discovered at any time will be promptly reported in writing to the Public Works Director.

11. RIGHT-OF-WAY

When the Contractor arranges for additional temporary work areas and facilities, the Contractor will provide the City with proof that the additional work areas or facilities were left in a condition satisfactory to the owner(s) of said work areas or facilities before acceptance of the work.

12. SURVEYING

The Contractor will provide for all construction surveying required to layout, monitor and complete the work. The surveying will be performed by a Land Surveyor or Civil Engineer authorized to practice land surveying by the State of California.

The Project Benchmark is shown on the plans. The Contractor will establish all necessary control lines based on the plans and record information on file with the County of Los Angeles Surveyor and the Public Works Director.

It is the Contractor’s responsibility to protect the survey control as shown on the plans.

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provide for resetting them and file appropriate documents with the County of Los Angeles at the direction of the Public Works Director.

Computations, survey notes, and other data used to accomplish the work will be neat, legible and accurate. Copies of all computations, survey notes, and other data (electronic format may be required) will be furnished to the Public Works Director before beginning work that requires their use.

13. MEASUREMENT AND PAYMENT

Construction Survey – Unless a separate bid item is provided, payment will be considered included in the other items of the bid and no additional payment will be made therefore.

14. BASIS FOR ESTABLISHING COSTS

Regardless of ownership, the rates to be used in determining the equipment usage costs will not exceed those listed for the same or similar equipment in the California State Department of Transportation publication of Labor Surcharge and Equipment Rates effective for the period of usage.

15. MARK UP

Work by Contractor. The following percentages will be added to the Contractor’s costs and will constitute the markup for all overhead and profits.

Labor .................................................... 20 Materials .................................................... 15 Equipment Rental .................................................... 15 Other Items and Expenditures .............................................. 15

To the sum of the costs and markups provided for in this subsection, 1 percent will be added as compensation for bonding. No other formula, e.g., the Eichleay or other method, may be used to calculate daily damages for office overhead, profit, or other purported loss.

Work by Subcontractors. When all or any part of the extra work is performed by a Subcontractor, the markup established in this Section will be applied to the Subcontractor’s actual cost of such work. A markup of 10 percent on the first $5,000 of the subcontracted portion of the extra work and a markup of 5 percent on work added in excess of $5,000 of the subcontracted portion of the extra work may be added by the Contractor.

In the event that City becomes liable to Contractor for compensable delays, City agrees to pay Contractor the daily Contractor Delay Damages set forth in the Bid Form or Contractor’s actual daily delay damages, whichever is less, for each day of Compensable Delay as provided for by these Contract Documents.

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16. DAILY REPORTS BY CONTRACTOR

If disagreement continues regarding extra work, the Contractor may seek compensation in accordance with the Claims procedure. Daily Reports required by this subsection must be made part of the Claim as supporting data for the Claim.

17. CHANGED CONDITIONS

If the Contractor encounters concealed or unknown conditions that differ materially from those anticipated or expected (“changed conditions”), the Contractor will immediately notify the Public Works Director or his designee in writing of such changed conditions (upon discovery and before disturbing such changed conditions), so that the Public Works Director or his designee can determine if such conditions require design details that differ from those design details shown in the Contract Documents. Notwithstanding any other time period, the Contractor is liable to City for any extra costs incurred as a result of the Contractor’s failure to promptly give such notice.

Changed conditions include, without limitation, the following:

• Subsurface or latent physical conditions differing materially from those represented in the Contract Documents;

• Unknown physical conditions of an unusual nature differing materially from those ordinarily encountered and generally recognized as inherent in work of the character being performed; and

• Material differing from what is represented in the Contract which the Contractor believes may be hazardous waste as defined in California Health & Safety Code § 25117 that is required to be removed to a Class I, II, or III disposal site in accordance with applicable law.

The Public Works Director or his designee will promptly investigate conditions that appear to be changed conditions. The Public Works Director’s decision, and any dispute regarding that decision, will be made in accordance with the Greenbook except that the Public Works Director will render a decision promptly.

Any information provided pursuant to INFORMATION AVAILABLE TO BIDDERS is subject to the following provisions:

• The information is made available for the Bidders’ convenience and is not a part of the Contract.

• The City has not determined the accuracy or completeness of such information and all such information is made available to Bidders without any representation or warranty by the City whatsoever as to its accuracy, completeness, or relevancy.

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• Bidders will independently evaluate such information for their use and will be solely responsible for use or interpretation of such information. Any such use or interpretation will not be the basis of any claim against the City.

18. DISPUTED WORK

If the Contractor and the City do not reach agreement on disputed work, the City may direct the Contractor to proceed with the work. Any payment for the disputed work will be determined pursuant to the claims procedures in these Standard Specifications.

Although not to be construed as proceeding under extra work provisions, the Contractor will keep and furnish records of disputed work as required by the Contract Documents.

19. INSPECTION REQUIREMENTS

Unless otherwise specified, inspection at the source of production for such materials and fabricated items as bituminous paving mixtures, structural concrete, fabricated metal products, cast metal products, welding, reinforced and unreinforced concrete pipe, application of protective coatings, and similar shop and plant operations is not required. A certificate of compliance, signed by an authorized officer of the producer, certifying compliance with the contract documents will be submitted for all of the following materials: steel pipe, sizes less than 18 inches; vitrified clay pipe; asbestos cement pipe; cast iron pipe; reinforced concrete pipe; non-reinforced concrete pipe; and PVC sewer and water pipe; subject to sampling and testing by City.

Standard items of equipment, such as electric motors, conveyors, plumbing fittings and fixtures, lumber, plywood, and so on, are subject to inspection at the job site.

All other equipment items will be inspected and tested in accordance with the contract documents.

The City does not provide full time inspection. The Contractor will provide 24-hour minimum notice for each inspection required by the work unless other arrangements have been agreed upon, in writing, with the Public Works Director. Any inspection required outside of normal working hours and days, including holidays, will be at the Contractor’s cost at rates established by the City.

20. INSPECTION OF MATERIALS NOT PRODUCED LOCALLY

Contractor purchased materials, fabricated items, and equipment, produced at sources located more than 50 miles outside the corporate limits of the City, and which are specified to be inspected in the Contract Documents, will be inspected by inspectors or testing laboratories arranged for and paid for by City. Report of such inspection must be submitted to the City. If any item inspected fails to meet the specified criteria, the Contractor will pay all costs for reinspection, and such costs may be deducted from payments due to the Contractor.

21. TRADE NAMES OR EQUALS
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Whenever any material, product, equipment, or service is specified by brand, trade, or proprietary name, the item so specified will be deemed to be followed by the words “or equal.”

For the City’s consideration of a proposed “equal” item, the Bidder must submit, a minimum of 10 calendar days before the date of the bid opening, documentation of the particulars of the proposed “equal item.” At a minimum, the submitted documentation will include:

• Written request with explanation of why the product should be considered as an equal product.
• Material specifications.
• Technical specifications.
• Test data.
• Samples.
• Comparison chart of key specifications of the “equal” item against similar specifications of the specified item.
• Work locations and reference telephone numbers of at least three (3) locations where the proposed “equal” item has been recently installed under similar conditions.
• Warranty data.

The Bidder will be notified by the Public Works Director whether or not the proposed “equal” product is acceptable to the City five calendar days before the date of the bid opening. Failure to submit all required documentation and/or submittal of incomplete documents may result in the City’s rejection of the proposed “equal” product without further consideration.

22. PROTECTION

If the Contractor, while performing the Work, discovers utility facilities not identified correctly or not shown in the contract plans or specifications by the City, the Contractor will immediately notify the City and utility owner in writing.

23. RESPONSIBILITY OF UTILITY REMOVAL OR RELOCATION

The City is responsible to arrange for the removal, repair, or relocation of existing utilities located within the project limits if such utilities are not correctly identified in the contract plans or specifications by the City. The City has sole discretion to perform repairs or relocation work or permit the Contractor to do such repairs or relocation.

24. DELAYS

Actual loss is understood to include no items of expense other than idle time of equipment and necessary payments for idle time of workers, cost of extra moving of equipment, and cost of longer hauls. Compensation for idle time of equipment and idle time of workers will be determined by these Standard Specifications and no markup will -51-

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be added in either case for overhead and profit. The cost of extra moving of equipment and the cost of longer hauls will be paid for as extra work.

25. CALCULATING IDLE TIME

Equipment and worker idle time is calculated in accordance with these Standard Specifications and the Greenbook; it is based upon the actual normal working time during which the delay condition exists, but in no case will exceed 8 hours in any one day. The days for which compensation will be paid will be the calendar days, excluding Saturdays, Sundays and legal holidays, during the existence of the delay.

26. CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK

A. Pre-Construction Meeting:

After contract award, City will arrange for a pre-construction meeting to discuss the construction of the project. City will invite utility agencies and the contractor will arrange for all of its sub-contractors to attend the meeting.

B. Contract Schedule

After notification of award and before starting any work, the Contractor will submit a Contract Schedule to the Public Works Director for review, as required by these Standard Specifications within 15 calendar days of award.

C. Contract Schedule Content

The Contract Schedule, and any updated Contract Schedule, will meet the following requirements:

• Schedules must be suitable for monitoring progress of the Work. • Schedules must provide necessary data about the time for the Public Works Director’s decisions.
• Schedules must be sufficiently detailed to demonstrate adequate planning for the Work.
• Schedules must represent a practical plan to complete the Work within the Contract Time.
• Schedules must show the critical path method for completing the Work.

The Public Works Director’s review of the form and general content of the Contract Schedule and any updated Contract Schedules is only for the purpose of determining if the listed requirements are satisfied, nothing more.

D. Effect of Contract Schedule

The Contract Schedule, and any updated Contract Schedules, will represent a practical plan to complete the Work within the Contract Time. Extension of any schedule beyond the Contract Time will not be acceptable. Schedules showing the Work completed in -52-

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less than the Contract may be acceptable if judged by the Public Works Director or his designee to be practical. Acceptance of such a schedule by the Public Works Director will not change the Contract Time. The Contract Time, not the Contract Schedule, will control in determining liquidated damages payable by the Contractor and in determining any delay.

If a schedule showing the Work completed in less than the Contract Time is accepted, the Contractor will not be entitled to extensions of the Contract Time for Excusable Delays or Compensable Delays or to adjustments of the Contract Sum for Compensable Delays until such delays extend the completion of the Work beyond the expiration of the Contract Time.

The Contractor will plan, develop, supervise, control, and coordinate the performance of the Work so that its progress and the sequence and timing of Work activities conform to the current accepted Contract Schedule. The Contractor will continuously obtain from Subcontractors information and data about the planning for and progress of the Work and the delivery of equipment, will coordinate and integrate such information and data into updated Contract Schedules, and will monitor the progress of the Work and the delivery of equipment. The Contractor will act as the expeditor of potential and actual delays, interruptions, hindrances, or disruptions for its own forces and those forces of Subcontractors. The Contractor will cooperate with the Public Works Director in developing the Contract Schedule and updated Contract Schedules.

The Public Works Director’s review and comments about any schedule or scheduling data will not relieve the Contractor from its sole responsibility to plan for, perform, and complete the Work within the Contract Time. Review and comments about any schedule will not transfer responsibility for any schedule to the Public Works Director or City nor imply their agreement with (1) any assumption upon which such schedule is based or (2) any matter underlying or contained in such schedule.

The Public Works Director’s failure to discover errors or omissions in schedules that have been reviewed, or to inform the Contractor that the Contractor, Subcontractors, or others are behind schedule, or to direct or enforce procedures for complying with the Contract Schedule will not relieve the Contractor from its sole responsibility to perform and complete the Work within the Contract Time and will not be a cause for an adjustment of the Contract Time or the Contract Sum.

The Contractor will perform the Work in accordance with the currently accepted Contract Schedule.

E. Commencement of Contract Time

The Contract Time will commence when the City issues a Notice to Proceed. The Work will start on the date specified in the Notice to Proceed and within a maximum of 15 calendar days after the date of the Notice to Proceed and be diligently prosecuted to completion with the time provided in the Specifications.

27. DEFAULT BY CONTRACTOR
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A. General

Should the Contractor fail to begin delivery of material and equipment, to commence the Work within the time specified, to maintain the rate of delivery of material, to execute the Work in the manner and at such locations as specified, or fail to maintain the Work schedule (as determined by the current accepted Contract Schedule) which will ensure the City’s interest, or if the Contractor is not carrying out the intent of the Contract, the City may serve written notice upon the Contractor and the Surety on its Faithful Performance Bond demanding satisfactory compliance with the Contract.

B. Termination of Contractor’s Control Over the Work

City may terminate the Contractor’s control over the Work without liability for damages when, in the City’s opinion, the Contractor is not complying in good faith, has become insolvent, or has assigned or subcontracted any part of the Work without the City’s consent. Should such termination occur, the Contractor will be paid the actual amount due based on Contract Unit Prices or lump sums bid and the quantity and quality of the Work completed at the time of termination, less damages caused to the City by the Contractor’s action or inaction.

In the event of such termination of control, the City may do any one, or combination of, the following:

• Serve written notice upon the Surety on its Faithful Performance Bond demanding satisfactory compliance with the Contract. In such event the Surety will, within 5 days, assume control and perform the Work as successor to the Contractor;
• The City may perform the Work itself and deduct the cost thereof from any payment due to the Contractor;
• The City may replace the Contractor with a different contractor to complete the work and deduct the cost thereof from any payment due to the Contractor.

Nothing herein will waive, or serve as a limitation upon, any additional remedy the City may have under these Contract Documents or applicable law.

C. Surety’s Assumption of Control

Should the Surety assume any part of the Work, it will take the Contractor’s place in all respects for that part and will be paid by the City for all work performed by it in accordance with the Contract. If the Surety assumes the entire Contract, all money due the Contractor at the time of its default will be payable to the Surety as the Work progresses, subject to the terms of the Contract.

If the Surety does not assume control and perform the Work within five days after receiving notice of cancellation, or fails to continue to comply, the City may exclude the Surety from the premises. The City may then take possession of all material and equipment and complete the Work by City’s forces, by letting the unfinished work to -54-

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another contractor, or by a combination of such methods. In any event, the cost of completing the Work will be charged against the Contractor and its Surety and may be deducted from any money due or becoming due from the City. If the sums due under the Contract are insufficient for completion, the Contractor or Surety will pay to the City within five days of completion, all costs in excess of the sums due.

The provisions of this subsection will be in addition to all other rights and remedies available to the City under applicable law.

28. DELAYS AND EXTENSIONS OF TIME

A. General

If delays are caused by unforeseen events beyond the control of the Contractor, such delays will entitle the Contractor to an extension of time as provided herein, but the Contractor will not be entitled to damages or additional payment due to such delays except as otherwise provided herein. Excusable delay may include war, earthquakes exceeding 3.5 on the Richter Scale, government regulation, labor disputes outside the contemplation of the parties, strikes outside the contemplation of the parties, fires, floods, changes to the Work as identified herein, or other specific events that may be further described in the Specifications.

Delays to the project caused by labor disputes or strikes involving trades not directly related to the project, or involving trades not affecting the project as a whole will not warrant an extension of time.

The City will not grant an extension of time for a delay by the Contractor’s inability to obtain materials unless the Contractor furnishes to the Public Works Director documentary proof. The proof must be provided in a timely manner in accordance with the sequence of the Contractor’s operations and accepted construction schedule.

Should delays be caused by events other than those included herein, the Public Works Director may, but is not required to, deem an extension of time to be in the City’s best interests.

B. Extensions of Time

If granted, extensions of time will be based upon the effect of delays to the critical path of the Work as determined by the current accepted Contract Schedule. Delays to minor portions of the Work that do not affect the critical path will not be eligible for extensions of time.

C. Payment for Delays to Contractor

Any payment for compensable delay will be based upon actual costs excluding, without limitation, what damages, if any, the Contractor may have reasonably avoided.

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other purported loss, using different formulas including, without limitation, the Eichleay Formula.

D. Written Notice and Report

If the Contractor desires payment for a delay or an extension of time, it will give the Public Works Director written notice of such request not later than the time limit set forth in the Proposal for submitting a claim after the event or occurrence giving rise to a delay claim. Failure to submit a written request within such amount of time will result in the Contractor waiving its delay claim.

Any claim for payment or an extension of time must be in the form required by the “Claims” sections of these Standard Specifications.

In no event will the City grant the Contractor an extension of time if the delay is within the Contract Time as identified by the Contract Documents.

29. WORKDAYS AND WORKING HOURS

City Hall is ordinarily open from Monday thru Thursday during normal working hours (8 a.m. to 5:30 p.m.) and alternating Fridays (8 a.m. to 4:30 p.m.). It is closed on the following holidays:

New Year’s Day - January 1
Martin Luther King, Jr. Day - January 17
President’s Day - February 21
Memorial Day - May 30
Independence Day - July 4
Labor Day - September 5
Veterans’ Day - November 11
Thanksgiving - November 24
Friday after Thanksgiving - November 25
Christmas Eve - December 24
Christmas - December 25
New Year’s Eve - December 31

If the Contractor requests an inspection on a day when City Hall is closed, then the Contractor will have to reimburse the City for the costs of inspection. The Contractor must request such an inspection at least 48 hours in advance. City inspections during hours when City Hall is closed are subject to inspection overtime fees to be paid for by the Contractor. Friday work that does not require inspection can be done without an inspection fee and must be discussed with City staff before its occurrence. If the Contractor does construction on a Friday or a day when City Hall is closed, that day is counted as a project working day.

On workdays, Contractor’s activities will be confined to the hours between 7:30 a.m. and 4:00 p.m. Traffic may only be restricted between the hours of 7:30 am and 2:00 pm and subject to the review of the City Manager.
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A. Night Work

Except as otherwise provided in the Technical Specifications or separate permit, City does not permit Work between the hours of 4 p.m. and 7:30 a.m. of the following day.

B. Weekend and Holiday Work

The Public Works Director may, but is not required to, allow the Contractor to work on Saturdays, Sundays and City Holidays.

30. COMPLETION AND ACCEPTANCE

The Work will be inspected by the Public Works Director for acceptance upon the Public Works Director receiving the Contractor’s written assertion that the Work is complete.

If, in the Public Works Director’s judgment, the Work is complete and is ready for acceptance, the Public Works Director will accept the Work on behalf of the City in the manner prescribed by the City. Once a Notice of Completion is issued, the Contractor is relieved from responsibility to protect the Work.

All work will be guaranteed by the Contractor against defective workmanship and materials furnished by the Contractor for a minimum period of one year from the date the Work was completed. The Contractor will replace or repair any such defective work in a manner satisfactory to the Public Works Director, after notice to do so from the Public Works Director, and within the time specified in the notice. If the Contractor fails to make such replacement or repairs within the time specified in the notice, the City may perform this work and the Contractor’s sureties will be liable for the cost thereof.

31. LIQUIDATED DAMAGES

If all the Work is not completed before or upon the expiration of the Contract Time, City will sustain damage. Since it is and will be impracticable to determine the actual damage which the City will sustain in the event of and by reason of such delay, it is agreed that the Contractor will pay to the City the sum specified in the Proposal for each and every calendar day beyond the time prescribed to complete the work not as a penalty, but as a predetermined liquidated damage. The Contractor agrees to pay such liquidated damages as are herein provided, and in case the same are not paid, agrees that the City may deduct the amount thereof from any money due or that may become due to the Contractor under the contract.

Unless otherwise specified, liquidated damages will be $1,000 per calendar day.

32. DISPUTES AND CLAIMS; PROCEDURE

A. General

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Consistent with PCC §§ 9204 and 10240.6, “Claim” means a written demand or assertion by the Contractor that seeks an adjustment or interpretation of the terms of the Contract Documents, payment of money, extension of time, or other relief with respect to the Contract Documents, including a determination of disputes or matters in question between the City and the Contractor arising out of or related to the Contract Documents or the performance of the Work, and claims alleging an unforeseen condition or an act, error, or omission by the City, the Public Works Director, their agents or employees. “Claim” does not mean, and the Claims procedures herein do not apply, to the following:

• Claims respecting penalties for forfeitures prescribed by statute or regulations, which a government agency is specifically authorized to administer, settle, or determine.
• Claims respecting personal injury, death, reimbursement, or other compensation arising out of or resulting from liability for personal injury or death. • Claims respecting a latent defect, breach of warranty, or guarantee to repair. • Claims respecting stop notices.

If a Claim is subject to the Change Order procedures, the Claim arises upon the issuance of a written final decision denying in whole or in part the Contractor’s Change Order Request. If a Claim is not subject to the Change Order Procedures, the Claim arises when the Contractor discovers, or reasonably should discover, the condition or event giving rise to the Claim. The requirements of this Section are intended to supplement and implement PCC § 9204, a copy of which is attached for reference.

Accordingly, pursuant to PCC § 9204(f), the parties agree to utilize these Standard Specifications.

B. Form

A Claim must include the following:

• A statement that it is a Claim and a request for a decision.

• A detailed description of the act, error, omission, unforeseen condition, event or other condition giving rise to the Claim.

• If the Claim is subject to the Change Order procedures, a statement demonstrating that a Change Order Request was timely submitted and denied.

• A detailed justification for any remedy or relief sought by the Claim, including to the extent applicable, the following:

 If the Claim involves extra work, a detailed cost breakdown claimed. The breakdown must be provided even if the costs claimed have not been incurred when the Claim is submitted.

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payroll records, material and rental invoices) demonstrating that costs claimed have actually been incurred.

 To the extent costs have not yet been incurred at the time the Claim is submitted, actual cost records must be submitted on a current basis not less than once a week during any time period costs are incurred. A cost record will be considered current if submitted within seven calendar days of the date the cost reflected in the record is incurred. At the Public Works Director’s request, claimed extra costs may be subject to further verification procedures (such as having an inspector verify the performance of alleged extra work on a daily basis).

• If the Claim involves an error or omission in the Contract Documents:

 An affirmative representation that the error or omission was not discovered before submitting a bid for the Contract; and

 A detailed statement demonstrating that the error or omission reasonably should not have been discovered by the Contractor, its Subcontractors and suppliers, before submitting a bid for the Contract.

• If the Claim involves an extension of the Contract Time, written documentation demonstrating the Contractor’s entitlement to a time extension.

• If the Claim involves an adjustment of the Contract Sum for delay, written documentation demonstrating the Contractor’s entitlement to such an adjustment.

• A personal certification from the Contractor that reads as follows:

“I, , BEING THE (MUST BE AN

OFFICER) OF (CONTRACTOR
NAME),

DECLARE UNDER PENALTY OF PERJURY UNDER CALIFORNIA LAW, AND DO

PERSONALLY CERTIFY AND ATTEST THAT I HAVE THOROUGHLY REVIEWED

THE ATTACHED CLAIM FOR ADDITIONAL COMPENSATION OR EXTENSION OF TIME, AND KNOW ITS CONTENTS, AND SAID CLAIM IS MADE IN GOOD FAITH; THE SUPPORTING DATA IS TRUTHFUL AND ACCURATE; THAT THE AMOUNT

REQUESTED ACCURATELY REFLECTS THE CONTRACT ADJUSTMENT FOR WHICH THE CONTRACTOR BELIEVES CITY IS LIABLE; AND, FURTHER, THAT I AM FAMILIAR WITH CALIFORNIA PENAL CODE § 72 AND CALIFORNIA GOVERNMENT CODE § 12650, ET SEQ., PERTAINING TO FALSE CLAIMS, AND

FURTHER KNOW AND UNDERSTAND THAT SUBMITTING OR CERTIFYING A

FALSE CLAIM MAY LEAD TO FINES, IMPRISONMENT, AND OTHER SEVERE LEGAL CONSEQUENCES.”

C. Claims Submitted to Public Works Director

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Within 30 calendar days after the circumstances giving rise to a Claim occur, the Contractor will submit its Claim to the Public Works Director for a decision. Regardless of any Claim submittal, or any dispute regarding a Claim, unless otherwise directed by the Public Works Director, the Contractor will not cause any delay, cessation, or termination of the Work, but will diligently proceed with the performing the Work in accordance with the Contract Documents. Except as otherwise provided, the City will continue to make payments in accordance with the Contract Documents.

D. Claim Is Prerequisite to Other Remedy

The Contractor certifies that it is familiar with PCC § 10240.2 and understands and agrees that submitting a Claim in accordance with these Specifications is an express condition precedent to the Contractor’s right to otherwise pursue a claim whether through alternative dispute resolution or by litigation. Should the Contractor fail to submit a claim in accordance with these Specifications, including the time limits set forth herein, it will waive any right to a remedy, whether in law or equity, it might otherwise have pursuant to the Contract Documents or applicable law.

E. Decision on Claims

The Public Works Director will promptly review Claims submitted by the Contractor in accordance with these Standard Specifications. Should the Public Works Director require additional supporting evidence to evaluate the claim, the Public Works Director will request such additional information in writing. Any such requested data will be furnished not later than 10 calendar days after the Contractor receives the Public Works Director’s request.

The Public Works Director will render a decision not later than 30 calendar days after either receiving the Claim or the deadline for furnishing additional supporting data, whichever is later. If the Claim amount is more than $50,000, the time period will be extended to 60 days. If the Public Works Director fails to render a decision within the time period established herein, then the Claim will be deemed denied. The Public Works Director’s decision will be final and binding unless appealed in accordance with these Specifications.

The Public Works Director’s decision on a Claim will include a statement substantially as follows:

“This is a decision pursuant to the Standard Specifications of your contract. If you are dissatisfied with the decision and have complied with the procedural requirements for asserting claims, you may have the right to alternative dispute resolution or litigation.

Should you fail to take appropriate action within 30 calendar days of the date of this decision, the decision will become final and binding and not subject to further appeal.”

F. Appeal of Public Works Director’s Decision

Should the Contractor dispute the Public Works Director’s decision, then the Contractor must appeal that decision to the City Manager within 30 calendar days of receiving the Public Works Director’s decision.
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The City Manager will address disputes or claims within 30 calendar days after receiving such request and all necessary supporting data. The City Manager’s decision on the dispute or claim will be the City’s final decision.

If the Contractor disputes the City Manager’s decision, then the Contractor must demand alternative dispute resolution in accordance with this Section and the PCC within 30 calendar days of the City’s final decision.

G. Mediation

If the City and the Contractor agree, disputes between the parties may be submitted to non-binding mediation. If the parties cannot agree to an alternative form of mediation, then mediation will be administered by the American Arbitration Association (“AAA”) under its Construction Industry Mediation Rules, unless the use of such rules are waived by mutual stipulation of both parties.

The parties may, but are not required to be, represented by counsel in mediation.

The requirement for mediation will not alter or modify the time limitations otherwise provided for claims and no conduct or settlement negotiation during mediation will be considered a waiver of the City’s right to assert that claim procedures were not followed.

H. Arbitration

If the City and Contractor do not agree to mediation, then disputes will be submitted to neutral non-binding (except as provided herein) arbitration. Arbitration will be conducted in accordance with PCC § 10240.3. Any decision rendered by an arbitrator will be consistent with PCC § 10240.8.

The exclusive venue for any arbitration will be in Los Angeles County.

The expenses and fees of the arbitrators and the administrative fees, if any, will be divided among the parties equally. Each party will pay its own counsel fees, witness fees, and other expenses incurred for its own benefit.

I. When Arbitration Decision Becomes Binding

The decision rendered by the arbitrator will become binding upon the parties unless appealed to the Los Angeles County Superior Court pursuant to PCC § 10240.12 within 30 calendar days of the decision. If subsequent litigation results in an award to the party appealing the arbitration that is less than or equal to that of the arbitration decision, or if the litigation results in a decision in favor of the nonappealing party, then the party appealing the arbitration will pay the nonappealing party’s attorney’s fees and court costs.

J. Appeal to Superior Court; Waiver of Jury Trial

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Should a party timely object to the arbitration decision, it may file a petition with the Los Angeles County Superior Court in accordance with California Code of Civil Procedure (“CCP”) §§ 1285, et seq. Notwithstanding the limitations set forth in CCP § 1286.2, the court may vacate, correct, or adjust an arbitration award, and enter judgment in accordance with CCP § 1287.4, for any legal or equitable basis including, without limitation, error of law. The court will apply the substantial evidence standard of review when considering the appeal of an objecting party.

BY EXECUTING THESE CONTRACT DOCUMENTS, THE CONTRACTOR AGREES

TO HAVE DISPUTES OR CONTROVERSY CONCERNING THE CONSTRUCTION,

INTERPRETATION, PERFORMANCE, OR BREACH OF THESE CONTRACT

DOCUMENTS, INCLUDING CLAIMS FOR BREACH OF CONTRACT OR ISSUES OF BAD FAITH DECIDED IN ACCORDANCE WITH THIS SECTION. BOTH THE CITY

AND THE CONTRACTOR WAIVE THEIR RIGHT TO A JURY TRIAL FOR THESE DISPUTES OR ISSUES.

33. PREVAILING WAGES

The Contractor will post at appropriate conspicuous points at the site of the project a schedule showing determinations of the Director of Industrial Relations of the prevailing rate of per diem wages. It will be the Contractor’s responsibility to obtain copies of the prevailing rate of per diem wages. One source that may be used is the California Department of Industrial Relations website which is currently located at www.dir.ca.gov , or by calling the Prevailing Wage Unit at (415) 703-4774.

Attention is directed to Labor Code §§ 1777.5, 1777.6 and 3098 concerning the employment of apprentices by the Contractor or any subcontractor.

Labor Code § 1777.5 requires the Contractor or subcontractor employing tradesmen in any apprenticeship occupation to apply to the joint apprenticeship committee nearest the site of the public works project and which administers the apprenticeship program in that trade for a certificate of approval. The certificate will also fix the ratio of apprentices to journeymen that will be used in the performance of the contract. The ratio of apprentices to journeymen in such cases will not be less than one to five except:

• When employment in the area of coverage by the joint apprenticeship committee has exceeded an average of 15 percent in the 90 calendar days before the request for certificate, or

• When the number of apprentices in training in the area exceeds a ratio of one to five, or

• When the trade can show that it is replacing at least 1/30 of its membership through apprenticeship training on an annual basis state-wide or locally, or

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• When the Contractor provides evidence that the Contractor employs registered apprentices on all of his contracts on an annual average of not less than one apprentice to eight journeymen.

The Contractor is required to make contributions to funds established for the administration of apprenticeship programs if the Contractor employs registered apprentices or journeymen in any apprenticeable trade on such contracts and if other contractors on the public works site are making such contributions.

The Contractor and any subcontractor will comply with Labor Code §§ 1777.5 and 1777.6 in the employment of apprentices.

Information relative to apprenticeship standards, wage schedules and other requirements may be obtained from the Director of Industrial Relations, ex-officio the Administrator of Apprenticeship, San Francisco, California, or from the Division of Apprenticeship Standards and its branch offices.

34. RECORD OF WAGES PAID: INSPECTION

Every Contractor and subcontractor will keep an accurate certified payroll records showing the name, occupation, and the actual per diem wages paid to each worker employed in connection with the Work. The record will be kept open at all reasonable hours to the inspection of the body awarding the contract and to the Department of Industrial Relations. If requested by the City, the Contractor will provide copies of the records at its cost.

35. LIABILITY INSURANCE

Contractor must comply with City’s insurance requirements for public works projects which are either adopted by City Council resolution or promulgated by the City Manager, or designee (the “Insurance Matrix”). Contractor will provide endorsements or other proof of coverage for contractual liability in accordance with the Insurance Matrix.

The cost of such insurance will be included in the various items of work in the Contractor’s bid and no additional compensation for purchasing insurance or additional coverage needed to meet these requirements will be allowed.

In the event that any required insurance is reduced in coverage, cancelled for any reason, voided or suspended, Contractor agrees that City may arrange for insurance coverage as specified, and Contractor further agrees that administrative and premium costs may be deducted from payments due to the Contractor. Contractor will not be allowed to work until alternate coverage is arranged.

Coverage will not extend to any indemnity coverage for the active negligence of the additional insured if the agreement to indemnify the additional insured would be invalid under Civil Code § 2782(b).

36. INDEMNIFICATION AND DEFENSE
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In addition to all other provisions of the Contract Documents including, without limitation, the Greenbook, as between the City and Contractor, Contractor will take and assume all responsibility for the work as stated herein or shown on the plans.

The Contractor will bear all losses and damages directly or indirectly resulting to it, to the City, its officers, employees, and agents, or to others on account of the performance or character of the work, unforeseen difficulties, accidents, traffic control, job site maintenance, or any other causes whatsoever.

The Contractor will assume the defense of and indemnify and save harmless the City of Bellflower, its officers, employees, and agents, from and against any and all claims, losses, damage, expenses and liability of every kind, nature, and description, directly or indirectly arising from the performance of the contract or work, regardless of responsibility for negligence, and from any and all claims, losses, damage, expenses, and liability, howsoever the same may be caused, resulting directly, or indirectly from the nature of the work covered by the contract, regardless of responsibility for negligence, to the fullest extent permitted by law. In accordance with Civil Code § 2782, nothing in this Section will require defense or indemnification for death, bodily injury, injury to property, or any other loss, damage or expense arising from the sole negligence or willful misconduct of the City, or its agents, servants or independent contractors who are directly responsible to the City, or for defects in design furnished by such persons. Moreover, nothing in this Section will apply to impose on the Contractor, or to relieve the City from, liability for active negligence of the City.

The City does not, and will not, waive any rights against the Contractor which it may have by reason of the aforesaid hold harmless agreements because of the acceptance by the City, or deposit with City by Contractor, of any insurance policies. This hold harmless agreement by the Contractor applies to all damages and claims for damages of every kind suffered or alleged to have been suffered by reasons of any of the aforesaid operations of Contractor, or any subcontractor, regardless of whether or not such insurance policies are determined to be applicable to any of such damages or claims for damages.

No act by the City, or its representatives in processing or accepting any plans, in releasing any bond, in inspecting or accepting any work, or of any other nature, will in any respect relieve the Contractor or anyone else from any legal responsibility, obligation or liability he might otherwise have.

37. PERMITS

The Contractor will apply for permits required by the City. These permits including, without limitation, a business license, will be issued on a “no-fee” basis. However, the Contractor must pay for and obtain all other permits from other governmental and utility agencies necessitated by their operations but cannot charge the City an administrative fee for obtaining such permits.

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All bonding fees, (overweight and oversized vehicle permit fees) inspection permit fees or other fees charged or required for such permits must be paid by the Contractor.

These costs will be included in the bid item provided. If no bid item is included, costs will be included in the various items of work, and no additional payment will be allowed.

38. CLEANUP AND DUST CONTROL

On any construction project requiring trenching within public streets and for which total trenching is in excess of 500 feet, the Contractor will be required to sweep the worksite utilizing a pick-up type of street sweeper a minimum of once daily.

39. WATERING

Water for dust control caused by Contractor’s operations or the passage of traffic through the work will be applied as necessary or as directed by the Public Works Director. Water for the above or other purposes may be obtained from any approved source. If the Contractor chooses to use a City fire hydrant, Contractor must contact the appropriate water purveyor to pay deposits and fees. Costs of water to be used will be included in the cost of various bid items.

40. WATER POLLUTION CONTROL

The following requirements are added to establish storm water and urban runoff pollution prevention controls.

Storm or construction generated water containing sediment such as, construction waste, soil, slurry from concrete/asphalt concrete saw cutting operations, clean-up of concrete transit mixers or other pollutants from construction sites and parking areas will be retained or controlled on site and will not be permitted to enter the storm drain system.

Temporary sediment filtering systems such as sandbags, silt fences, or gravel berms will be utilized to trap sediment so that only filtered water enters the City’s storm drain system. Proper clean up and disposal of settled sediment and the filtering system will be the responsibility of the Contractor.

Discharge of concrete transit mixer wash water on to approved dirt areas (sub-grade area designated for new concrete construction for example) is acceptable. Discharge on to private property, parkway areas, or the street is not permitted.

Plastic or other impervious covering will be installed where appropriate to prevent erosion of an otherwise unprotected area, along with any other runoff control devices deemed appropriate by the City.

Excavated soil stored on the site will be covered in a manner that minimizes the amount of sediments running into the storm drain system, street or adjoining properties.

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No washing of construction or other industrial vehicles and equipment will be allowed adjacent to a construction site. During the rainy season (October 15 to April 15), Contractor will keep at the construction site sufficient materials and labor to install temporary sediment filtering systems and other water pollution prevention control measures. These control measures will be in place and maintained by the Contractor on a daily basis on days when construction is not in progress due to rain.

All costs associated with water pollution control will be borne by the Contractor. Any expense incurred by the City to expeditiously respond to storm drain contamination resulting from Contractor’s failure to implement water pollution control measures will be charged to the Contractor.

41. PROTECTION AND RESTORATION OF EXISTING

IMPROVEMENTS

Where existing traffic striping, pavement markings, and curb markings are damaged or their reflectively reduced by the Contractor’s operations, such striping or markings will also be considered as existing improvements and the Contractor will replace such improvements.

Relocations, repairs, replacements, or re-establishments will be at least equal to the existing improvements and will match such improvements in finish and dimensions unless otherwise specified.

42. PUBLIC CONVENIENCE AND SAFETY

Unless otherwise specified all traffic control will be performed in accordance with the California Manual on Uniform Traffic Control Devices (CA MUTCD), Latest Edition.

Building News, 3055 Overland Avenue, Los Angeles, CA 90034, telephone 310-474- 7771.

43. TRAFFIC AND ACCESS

The Contractor will notify the occupants of all affected properties at least 48 hours before any temporary obstruction of access. Vehicular access to property line will be maintained except as required for construction for a reasonable period of time. No overnight closure of any driveway will be allowed except as permitted by the Public Works Director.

At least one, 12 foot wide, traffic lane will be provided for each direction of travel on all streets at all times except as permitted by the Public Works Director. The traffic lanes will be maintained on pavement and will remain unobstructed. All work requiring that a lane be closed, or a lane moved right or left will be noticed to the traveling public by use of City approved lighted arrow boards.

Clearances from traffic lanes will be five feet to the edge of any excavation and two feet to the face of any curb, pole, barricade, delineator, or other vertical obstruction.

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One four-foot-wide paved pedestrian walkway will be maintained in the parkway area on each side of all streets. The clearance from the pedestrian walkway to any traffic lane will be five feet. Pedestrians and vehicles will be protected from all excavations, material storage, and/or obstructions by the placement of an adequate number of lighted barricades (minimum two) at each location, one at each end of the obstruction or excavation), which will have flashing lights during darkness. Barricades will be Type I or Type II and lights will be Type A per the CA MUTCD.

44. STREET CLOSURES, DETOURS, BARRICADES

Street closures will not be allowed except as specifically permitted by the Public Works Director.

The Contractor will prepare any traffic control or detour plans in conformance with the California MUTCD, latest edition that may be required as directed by the Public Works Director. Lane transitions will not be sharper than a taper of 30 to one.

Temporary traffic channelization will be accomplished with barricades or delineators.

Temporary striping will not be allowed unless specifically permitted by the Public Works Director. The Contractor will prepare any plans that may be required for temporary striping to the satisfaction of the Public Works Director. In no event will temporary striping be allowed on finish pavement surfaces, which are to remain.

Where access to driveway or street crossings need to be maintained, minimum 1 1/4- inch-thick steel plating will be used to bridge the trench. All steel plating will have temporary asphalt concrete 1:12 minimum sloped ramps to assist vehicles to cross comfortably over the plates and have a non-skid surface. Plates subject to vehicle high traffic speeds and in residential areas will be secured by welding at the discretion of the Public Works Director.

45. PROTECTION OF THE PUBLIC

It is part of the service required of the Contractor to make whatever provisions are necessary to protect the public. The Contractor will use foresight and will take such steps and precautions as his operations warrant to protect the public from danger, loss of life or loss of property, which would result from interruption or contamination of public water supply, interruption of other public service, or from the failure of partly completed work or partially removed facilities. Unusual conditions may arise on the Project which will require that immediate and unusual provisions be made to protect the public from danger or loss of life, or damage to life and property, due directly or indirectly to prosecution of work under this contract.

Whenever, in the opinion of the Public Works Director, an emergency exists against which the Contractor has not taken sufficient precaution for the public safety, protection of utilities and protection of adjacent structures or property, which may be damaged by the Contractor’s operations and when, in the opinion of the Public Works Director, immediate action will be considered necessary in order to protect the public or property due to the Contractor’s operations under this contract, the Public Works -67-

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Director will order the Contractor to provide a remedy for the unsafe condition. If the Contractor fails to act on the situation immediately, the Public Works Director may provide suitable protection to said interests by causing such work to be done and material to be furnished as, in the opinion of the Public Works Director, may seem reasonable and necessary.

The cost and expense of said labor and material, together with the cost and expense of such repairs as are deemed necessary, will be borne by the Contractor. All expenses incurred by the City for emergency repairs will be deducted from the progress payments and the final payment due to the Contractor. Such remedial measures by the City will not relieve the Contractor from full responsibility for public safety.

46. HAZARDOUS MATERIAL

For any excavation, which extends more than four feet below existing grade, the Contractor will promptly, and before the conditions are disturbed, notify the Public Works Director, in writing, of 1) any material that the Contractor believes may be hazardous waste, as defined in Health and Safety Code § 25117, which is required to be removed to a Class I, Class II, or Class III disposal site in accordance with provisions of existing law, 2) subsurface or latent physical conditions at the site differing from those indicated, or 3) unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents.

After receiving notice from the Contractor, the Public Works Director will promptly investigate any condition identified by the Contractor as being hazardous. The rights and obligations of the City and the Contractor with regard to such conditions (including, without limitation, the procedures for procuring change orders and filing claims) will be specified by the provisions of these Standard Specifications regarding Changed Conditions.

If a dispute arises between the City and the Contractor whether the conditions materially differ, involve hazardous waste, or cause a change in the Contractor’s cost or time required for performance of the work, the Contractor will not be excused from any scheduled completion date provided for by the contract, but will proceed with all work to be performed under the contract.

If the Public Works Director determines that material called to the Public Works Director’s attention by the Contractor is hazardous waste, or if the Public Works Director otherwise discovers the existence of hazardous waste, the Contractor will be responsible for removal and disposal of the hazardous waste by qualified personnel and appropriate equipment in the manner required by law as directed by the Public Works Director.

47. LUMP SUM WORK

Items for which quantities are indicated as “Lump Sum,” “L.S.,” or “Job” will be paid for at the price indicated in the Proposal. Such payment will be full compensation for all -68-

Standard Specifications
Specifications No. 22/23-03
SS-27

costs for labor, equipment, materials and plant necessary to furnish, construct and install the lump sum item of work, complete, in place, and for all necessary appurtenant work, including, but not limited to, all necessary cutting, patching, repair and modification of existing facilities, and clean-up of site.

Contractor will furnish three copies of a detailed schedule, which breaks down the lump sum work into its component parts and cost for each part, in a form and sufficiently detailed as to satisfy Public Works Director that it correctly represents a reasonable apportionment of the lump sum. This schedule is subject to approval by Public Works Director as to both the components into which the lump sum item is broken down, and the proportion of cost attributable to each component.

This schedule will be the basis for progress payments for the lump sum work.

48. PARTIAL AND FINAL PAYMENTS

The closure date for the purpose of making partial progress payments will be the last working day of each month. The Contractor will prepare the partial payment invoice with measurement of the work performed through the closure date and submit it to City for approval.

When work is complete, the Contractor will determine the final quantities of the work performed and prepare the final progress payment and submit it to the Public Works Director for approval.

It will take a minimum of 35 calendar days from the date of approving the Contractor’s invoice to make the payment to the Contractor. However, payments will be withheld pending receipt of any outstanding reports required by the contract documents, or legal release of filed Stop Payment Notices against the Contractor. In addition, the final progress payment will not be released until the Contractor returns the control set of Plans and Specifications showing the as-built conditions.

The full five percent (5%) retention will be deducted from all progress payments. The Contractor will make a payment request for the retained amount, for approval by the City, upon field acceptance of the work by the City Public Works Director. The City Public Works Director upon field acceptance and receipt of the final as-built plans and any other reports or documents required to be provided by the Contractor will process a recommendation to the City for acceptance of the work. Not less than 35 calendar days from the City acceptance of the work, the Contractor’s final payment will be made provided Stop Payment Notices or other claims have not been filed against the Contractor and/or the City by material suppliers, sub- contractors, other governmental agencies, and private property owners. Until these Stop Payment Notices are released, and claims are resolved the stop payment/claim amount will be withheld from the final payment.

The Contractor, however, may receive interest on the retention for the length of construction, or receive the retention itself as long as the retention is substituted with escrow holder surety or equal value.
-69-

Standard Specifications
Specifications No. 22/23-03
SS-28

At the request and expense of the Contractor, surety equivalent to the retention may be deposited with the State Treasurer, or a State or Federally chartered bank, as the escrow agent, who will pay such surety to the Contractor upon satisfactory completion of the contract.

Pursuant to PCC § 22300, the Contractor may substitute securities for retention monies held by the City or request that the City place such monies into an escrow account.

The Contractor is notified, pursuant to PCC § 22300, that any such election will be at the Contractor’s own expense and will include costs incurred by the City to accommodate the Contractor’s request.

Progress payment paid by the City as contemplated herein, will be contingent upon the Contractor submitting, in addition to any additional documents, an updated Contract Schedule in the form prescribed by these Contract Documents. Failure of the Contractor to submit an acceptable updated Contract Schedule will result in the City withholding partial payment, without liability to the City, until such an acceptable updated Contract Schedule is submitted. Nothing herein will allow the Contractor to suspend or slow progress of the Work.

A City Council resolution established a Project Payment Account, encumbered money in the current budget, and assigned that money to the Project Payment Account which is the sole source of funds available for payment of the Contract Sum. Contractor understands and agrees that Contractor will be paid only from this special fund and if for any reason this fund is not sufficient to pay Contractor, Contractor will not be entitled to payment. The availability of money in this fund, and City’s ability to draw from this fund, are conditions precedent to City’s obligation to make payments to Contractor.

49. DELIVERED MATERIALS

Materials and equipment delivered or stored, but not incorporated into the work, will not be approved for progress payments.

50. TERMINATION OF AGENCY LIABILITY

Before receiving final payment, the Contractor will execute a “Release on Contract” form which will operate as, and will be a release to the City, the City Council, and each member of the City Council and their agencies, from all claims and liability to the Contractor for anything done or furnished for, or relating to, the work or for any act of neglect of the City of any person relating to or affecting the work, except the claim against the City for the remainder, if any there be, of the amounts kept or retained as in these Standard Specifications and except for any unsettled claims listed on said form which have been filed in compliance with the requirements for making claims.

- END OF SECTION -
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Standard Specifications Specifications No. 22/23-03 SS-29 -71-

§ 9204. Legislative findings and declarations regarding timely..., CA PUB CONT § 9204 © 2021 Thomson Reuters. No claim to original U.S. Government Works.1 West's Annotated California Codes
Public Contract Code (Refs & Annos)
Division 2. General Provisions (Refs & Annos)
Part 1. Administrative Provisions (Refs & Annos)
Chapter 9. Claims and Disputes (Refs & Annos)
West's Ann.Cal.Pub.Con.Code § 9204
§ 9204. Legislative findings and declarations regarding timely and complete payment of contractors for public works projects; claims process Effective: January 1, 2020
Currentness
(a) The Legislature finds and declares that it is in the best interests of the state and its citizens to ensure that all construction business performed on a public works project in the state that is complete and not in dispute is paid in full and in a timely manner. (b) Notwithstanding any other law, including, but not limited to, Article 7.1 (commencing with Section 10240) of Chapter 1 of Part 2, Chapter 10 (commencing with Section 19100) of Part 2, and Article 1.5 (commencing with Section 20104) of Chapter 1 of Part 3, this section shall apply to any claim by a contractor in connection with a public works project. (c) For purposes of this section:
(1) “Claim” means a separate demand by a contractor sent by registered mail or certified mail with return receipt requested, for one or more of the following:
(A) A time extension, including, without limitation, for relief from damages or penalties for delay assessed by a public entity under a contract for a public works project.
(B) Payment by the public entity of money or damages arising from work done by, or on behalf of, the contractor pursuant to the contract for a public works project and payment for which is not otherwise expressly provided or to which the claimant is not otherwise entitled.
(C) Payment of an amount that is disputed by the public entity. (2) “Contractor” means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who has entered into a direct contract with a public entity for a public works project. (3)(A) “Public entity” means, without limitation, except as provided in subparagraph (B), a state agency, department, office, division, bureau, board, or commission, the California State University, the University of California, a city, including a charter city, county, including a charter county, city and county, including a charter city and county, district, special district, public -72-

§ 9204. Legislative findings and declarations regarding timely..., CA PUB CONT § 9204 © 2021 Thomson Reuters. No claim to original U.S. Government Works.2 authority, political subdivision, public corporation, or nonprofit transit corporation wholly owned by a public agency and formed to carry out the purposes of the public agency.
(B) “Public entity” shall not include the following:
(i) The Department of Water Resources as to any project under the jurisdiction of that department. (ii) The Department of Transportation as to any project under the jurisdiction of that department. (iii) The Department of Parks and Recreation as to any project under the jurisdiction of that department. (iv) The Department of Corrections and Rehabilitation with respect to any project under its jurisdiction pursuant to Chapter 11 (commencing with Section 7000) of Title 7 of Part 3 of the Penal Code. (v) The Military Department as to any project under the jurisdiction of that department. (vi) The Department of General Services as to all other projects. (vii) The High-Speed Rail Authority.
(4) “Public works project” means the erection, construction, alteration, repair, or improvement of any public structure, building, road, or other public improvement of any kind.
(5) “Subcontractor” means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who either is in direct contract with a contractor or is a lower tier subcontractor. (d)(1)(A) Upon receipt of a claim pursuant to this section, the public entity to which the claim applies shall conduct a reasonable review of the claim and, within a period not to exceed 45 days, shall provide the claimant a written statement identifying what portion of the claim is disputed and what portion is undisputed. Upon receipt of a claim, a public entity and a contractor may, by mutual agreement, extend the time period provided in this subdivision. (B) The claimant shall furnish reasonable documentation to support the claim. (C) If the public entity needs approval from its governing body to provide the claimant a written statement identifying the disputed portion and the undisputed portion of the claim, and the governing body does not meet within the 45 days or within the mutually agreed to extension of time following receipt of a claim sent by registered mail or certified mail, return receipt requested, the public entity shall have up to three days following the next duly publicly noticed meeting of the governing body after the 45-day period, or extension, expires to provide the claimant a written statement identifying the disputed portion and the undisputed portion.
-73-

§ 9204. Legislative findings and declarations regarding timely..., CA PUB CONT § 9204 © 2021 Thomson Reuters. No claim to original U.S. Government Works.3 (D) Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. If the public entity fails to issue a written statement, paragraph (3) shall apply. (2)(A) If the claimant disputes the public entity's written response, or if the public entity fails to respond to a claim issued pursuant to this section within the time prescribed, the claimant may demand in writing an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt requested, the public entity shall schedule a meet and confer conference within 30 days for settlement of the dispute. (B) Within 10 business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, the public entity shall provide the claimant a written statement identifying the portion of the claim that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. Any disputed portion of the claim, as identified by the contractor in writing, shall be submitted to nonbinding mediation, with the public entity and the claimant sharing the associated costs equally. The public entity and claimant shall mutually agree to a mediator within 10 business days after the disputed portion of the claim has been identified in writing. If the parties cannot agree upon a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate with regard to the disputed portion of the claim. Each party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is unsuccessful, the parts of the claim remaining in dispute shall be subject to applicable procedures outside this section.
(C) For purposes of this section, mediation includes any nonbinding process, including, but not limited to, neutral evaluation or a dispute review board, in which an independent third party or board assists the parties in dispute resolution through negotiation or by issuance of an evaluation. Any mediation utilized shall conform to the timeframes in this section. (D) Unless otherwise agreed to by the public entity and the contractor in writing, the mediation conducted pursuant to this section shall excuse any further obligation under Section 20104.4 to mediate after litigation has been commenced. (E) This section does not preclude a public entity from requiring arbitration of disputes under private arbitration or the Public Works Contract Arbitration Program, if mediation under this section does not resolve the parties' dispute. (3) Failure by the public entity to respond to a claim from a contractor within the time periods described in this subdivision or to otherwise meet the time requirements of this section shall result in the claim being deemed rejected in its entirety. A claim that is denied by reason of the public entity's failure to have responded to a claim, or its failure to otherwise meet the time requirements of this section, shall not constitute an adverse finding with regard to the merits of the claim or the responsibility or qualifications of the claimant.
(4) Amounts not paid in a timely manner as required by this section shall bear interest at 7 percent per annum. (5) If a subcontractor or a lower tier subcontractor lacks legal standing to assert a claim against a public entity because privity of contract does not exist, the contractor may present to the public entity a claim on behalf of a subcontractor or lower tier subcontractor. A subcontractor may request in writing, either on their own behalf or on behalf of a lower tier subcontractor, that the contractor present a claim for work which was performed by the subcontractor or by a lower tier subcontractor on behalf of the subcontractor. The subcontractor requesting that the claim be presented to the public entity shall furnish reasonable -74-

§ 9204. Legislative findings and declarations regarding timely..., CA PUB CONT § 9204 © 2021 Thomson Reuters. No claim to original U.S. Government Works.4 documentation to support the claim. Within 45 days of receipt of this written request, the contractor shall notify the subcontractor in writing as to whether the contractor presented the claim to the public entity and, if the original contractor did not present the claim, provide the subcontractor with a statement of the reasons for not having done so. (e) The text of this section or a summary of it shall be set forth in the plans or specifications for any public works project that may give rise to a claim under this section.
(f) A waiver of the rights granted by this section is void and contrary to public policy, provided, however, that (1) upon receipt of a claim, the parties may mutually agree to waive, in writing, mediation and proceed directly to the commencement of a civil action or binding arbitration, as applicable; and (2) a public entity may prescribe reasonable change order, claim, and dispute resolution procedures and requirements in addition to the provisions of this section, so long as the contractual provisions do not conflict with or otherwise impair the timeframes and procedures set forth in this section. (g) This section applies to contracts entered into on or after January 1, 2017. (h) Nothing in this section shall impose liability upon a public entity that makes loans or grants available through a competitive application process, for the failure of an awardee to meet its contractual obligations. (i) This section shall remain in effect only until January 1, 2027, and as of that date is repealed, unless a later enacted statute that is enacted before January 1, 2027, deletes or extends that date.

Credits
(Added by Stats.2016, c. 810 (A.B.626), § 1, eff. Jan. 1, 2017. Amended by Stats.2019, c. 489 (A.B.456), § 1, eff. Jan. 1, 2020.) Editors' Notes
REPEAL

West's Ann. Cal. Pub. Con. Code § 9204, CA PUB CONT § 9204 Current with urgency legislation through Ch. 13 of 2021 Reg.Sess End of Document © 2021 Thomson Reuters. No claim to original U.S. Government Works. -75-

Technical Provisions
Specifications No. 22/23-03
TP-1

CITY OF BELLFLOWER

PUBLIC WORKS YARD OFFICE RENOVATION

SPECIFICATIONS NO. 22/23-03

TECHNICAL PROVISIONS

-76-

GREEN BUILDING REQUIREMENTS

CONSTRUCTION WASTE MANAGEMENT

THE GENERAL CONTRACTOR SHALL COMPLY WITH THE LOCAL
CONSTRUCTION & DEMOLITION DEBRIS ORDINANCE. 100% OF MIXED DEBRIS

MUST BE TRANSPORTED BY A REGISTERED HAULER TO A REGISTERED FACILITY AND BE PROCESSED FOR RECYCLING.

CONSTRUCTION MATERIALS & FINISHES
ADHESIVES, SEALANTS AND CAULKS:

ALL ADHESIVES, SEALANTS AND CAULKS MUST COMPLY WITH

SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD)
RULE #1168 AND CALIFORNIA CODE OF REGULATIONS
TITLE 17 FOR AEROSOL ADHESIVES (13C.5.504.4.1)

PAINTS AND COATINGS:

ALL PAINTS AND COATINGS MUST COMPLY WITH VOC LIMITS IN

THE AIR RESOURCES BOARD ARCHITECTURAL COATINGS

SUGGESTED CONTROL MEASURES AND CALIFORNIA CODE OF
REGULATIONS TITLE 17 FOR AEROSOL PAINTS (13C.5.504.4.3).

PROVIDE CARPET TILE THAT COMPLIES WITH TESTING AND

PRODUCT REQUIREMENTS OF THE CARPET AND RUG INSTITUTE'S
"GREEN LABEL PLUS" PROGRAM. CARPET ADHESIVES TO BE

RELEASE TYPE, WATERPROOF, WITH NO ADVERSE EFFECTS ON
THE INDOOR AIR QUALITY BY RE:SOURCE TECHNOLOGIES OR

EQUAL ACCEPTABLE TO THE CARPET AND CARPET BACKING
MANUFACTURER AND NOT TO EXCEED 50 g/L VOC CONTENT. FOR

CARPET TILE, USE NO GLUE ADHESIVE SYSTEMS BY CARPET
MANUFACTURER WHERE APPLICABLE.

COMPOSITE WOOD:

ALL COMPOSITE WOOD MUST MEET CALIFORNIA AIR RESOURCE

BOARD AIR TOXICS CONTROL MEASURES FOR COMPOSITE
WOOD (13C.5.504.4.5).

RESILIENT FLOORING SYSTEMS:

PROVIDE RESILIENT FLOORING SYSTEMS THAT COMPLIES WITH

TESTING AND PRODUCT REQUIREMENTS OF RESILIENT FLOOR
COVERING INSTITUTE'S (RFCI) "FLOORSCORE" PROGRAM. WALL BASE ADHESIVES AND FLOORING ADHESIVES NOT TO EXCEED 50
g/L VOC CONTENT.

-77-

SUBMITTAL REQUIREMENTS

LOW EMITTING MATERIALS:

PROVIDE MSDS DOCUMENTS THAT STATE ADHESIVES AND SEALANTS USED

ON THE INTERIOR OF THE BUILDING SHALL COMPLY WITH VOC LIMITS RULE #1168 DATED JULY 2007 ISSUED BY THE SOUTH COAST AIR QUALITY

MANAGEMENT DISTRICT (SCAQMD) OF THE CALIFORNIA AIR RESOURCES BOARD (WWW.AGMD.GOV/RULES/REG/REG11/R1168.PDF)

COMPOSITE WOOD MATERIALS:

PROVIDE MSDS DOCUMENTS AND/OR MANUFACTURER'S PRODUCT

SPECIFICATIONS STATING THE ADDED UREA-FORMALDEHYDE CONTENT IN ALL COMPOSITE WOOD ANDLAMINATE MATERIALS.

PAINTS AND COATINGS:

PROVIDE MSDS DOCUMENTS FOR ALL PAINTS AND COATINGS
VERIFYING COMPLIANCE WITH THE FOLLOWING REQUIREMENTS:

1. PAINTS APPLIED ON THE INTERIOR OF THE BUILDING SHALL COMPLY WITH

GREEN SEAL PRODUCT SPECIFIC ENVIRONMENTAL REQUIREMENTS
(WWW.GREENSEAL.ORG/STANDARD/PAINTS.HTML)

2. TOPCOAT PAINTS SHALL COMPLY WITH GREEN SEAL STANDARD GS-11, "PAINTS," FIRST EDITION, MAY 20, 1993

3. ANTI-CORROSIVE AND ANTI-RUST PAINTS SHALL COMPLY WITH GREEN SEAL STANDARD GS-03, "ANTI-CORROSIVE PAINTS," SECOND EDITION, JANUARY 7, 1997

OTHER ARCHITECTURAL COATINGS:

PRIMERS AND UNDERCOATS SHALL COMPLY WITH SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) RULE #1113, "ARCHITECTURAL COATINGS," RULES IN EFFECT ON JANUARY 1, 2004.

CLEAR WOOD FINISHES

CLEAR WOOD FINISHES, FLOOR COATINGS, STAIN, SEALERS AND SHELLACS

APPLIED TO INTERIOR ELEMENTS SHALL COMPLY WITH THE VOC LIMITS SET

FORTH IN THE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) RULE #1113, "ARCHITECTURAL COATINGS," DATED JULY 2007.

RESILIENT FLOORING:

PROVIDE MANUFACTURER'S SPECIFICATIONS VERIFYING THAT RESILIENT

FLOORING COMPLIES WITH FLOORSCORE CERTIFICATION DEVELOPED BY

THE RESILIENT FLOOR COVERING INSTITUTE (RFCI) IN CONJUNCTION WITH SCS (SCIENTIFIC CERTIFICATION SYSTEMS).

CARPET AND CARPET ASSEMBLIES SHALL MEET CARPET AND RUG INSTITUTE GREEN LABEL PLUS PROGRAM. CARPET ADHESIVES SHALL COMPLY WITH VOC LIMITS OF RULE #1168 DATED JULY 2007 BY THE SOUTH COAST AIR -78-

QUALITY MANAGEMENT DISTRICT OF THE CALIFORNIA AIR RESOURCES BOARD (WWW.AGMD.GOV/RULES/REG/REG11/R1168.PDF).

DIVISION 1 - GENERAL CONDITIONS

SCOPE OF WORK
A. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE

EXTENT, NATURE, AND SCOPE OF WORK DESCRIBED IN THE CONTRACT DOCUMENTS. THE GENERAL CONTRACTOR SHALL PROVIDE ALL LABOR,

MATERIALS, AND EQUIPMENT NECESSARY TO EXECUTE ALL WORK SHOWN

ON THESE DRAWINGS EXCEPT WHERE NOTED AS NOT IN SHOWN ON THESE DRAWINGS EXCEPT WHERE NOTED AS NOT IN CONTRACT (NIC). G.C. SHALL BE RESPONSIBLE FOR COORDINATING THE CONTRACT (NIC). G.C. SHALL BE

RESPONSIBLE FOR COORDINATING THE WORK WITH THAT OF ALL OTHER

TRADES INCLUDING THOSE OPERATING UNDER SEPARATE CONTRACTS WITH THE LANDLORD AND/OR TENANT. ALL WORK SHALL BE PERFORMED BY

SKILLED AND QUALIFIED WORKMEN IN ACCORDANCE WITH THE BEST PRACTICES OF THE TRADES INVOLVED.

B. THE DRAWINGS SHALL BE RECOGNIZED AS DIAGRAMMATIC IN NATURE

AND NOT COMPLETELY DESCRIPTIVE OF ALL REQUIREMENTS FOR
CONSTRUCTION. WHATEVER WORK THAT MAY BE SPECIFIED AND NOT

DRAWN OR DRAWN AND NOT SPECIFIED SHALL BE EXECUTED AS FULLY AS IF DESCRIBED IN BOTH THESE WAYS. SHOULD ANY WORKMANSHIP OR

MATERIAL BE NECESSARY THAT IS NOT EITHER DIRECTLY OR INDIRECTLY

NOTED IN THESE SPECIFICATIONS OR SHOWN ON THE DRAWINGS BUT IS

NEVERTHELESS NECESSARY FOR PROPERLY CARRYING OUT THE OBVIOUS INTENTION THEREOF; CONTRACTOR SHALL UNDERSTAND IT TO BE IMPLIED

AND SHALL PROVIDE FOR THE SAME AS FULLY AS IF IT WERE PARTICULARLY DESCRIBED OR DELINEATED.

C. THE GENERAL CONTRACTOR SHALL REVIEW ALL CONSTRUCTION DOCUMENTS AND VERIFY ALL GOVERNING DIMENSIONS AT THE BUILDING. HE

SHALL EXAMINE ALL ADJOINING WORK OR AREAS UPON WHICH THE PERFORMANCE OF HIS WORK IS IN ANY WAY DEPENDENT. ANY VARIATIONS

OR DISCREPANCIES SHALL BE REPORTED, WITH ALL DUE EXPEDIENCY, TO

ARCHITECT PRIOR TO THE FABRICATION OR ERECTION OF THE WORK IN QUESTION.

D. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE

REQUIRED TO CHECK AND VERIFY ALL DIMENSIONS AND FIELD
CONDITIONS AT BUILDING SITE AND PREMISES. NOTIFY THE

TENANT'S PROJECT ARCHITECT OR CONSTRUCTION
REPRESENTATIVE OF ANY AND ALL DISCREPANCIES.

E. THE ARCHITECT SHALL NOT HAVE CONTROL OVER OR CHARGE

OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION
-79-

MEANS, METHODS, TECHNIQUES, SEQUENCES OR
PROCEDURES. NEITHER IS THE ARCHITECT RESPONSIBLE FOR

SAFETY PRECAUTIONS AND PROGRAMS, INCLUDING ANY AND

ALL OSHA REQUIREMENTS IN CONNECTION WITH THE WORK,

SINCE THESE ARE SOLELY THE CONTRACTOR'S
RESPONSIBILITY UNDER THE CONTRACT FOR CONSTRUCTION.

F. GENERAL CONTRACTOR SHALL COORDINATE, FURNISH AND

PAY FOR ALL TEMPORARY UTILITY SERVICES DURING
CONSTRUCTION.

G. THESE PLANS ARE FOR GENERAL CONSTRUCTION PURPOSES
ONLY. THEY ARE NOT EXHAUSTIVELY DETAILED NOR FULLY
SPECIFIED. THE DRAWINGS WERE PREPARED TO A LEVEL OF

COMPLETION SATISFACTORY FOR BUILDING PERMIT PURPOSES

AND FOR CONSTRUCTION BY A KNOWLEDGEABLE AND
EXPERIENCED CONTRACTOR. THE CONTRACTOR IS

RESPONSIBLE FOR PREPARATION OF ANY SUPPLEMENTAL

DETAILS, PRODUCT SPECIFICATIONS COORDINATION AND
INSTALLATION OF ALL MATERIALS AND EQUIPMENT.

H. ALL WORK IS TO BE PERFORMED IN STRICT ACCORDANCE WITH

RULES AND REGULATIONS OF GOVERNMENTAL AGENCIES AND

SHALL CONFORM TO ALL CITY, COUNTY, STATE AND FEDERAL
CODES AND ORDINANCES. ALL FEES, TAXES, AND PERMIT

APPLICATIONS WITH THE APPROPRIATE GOVERNMENTAL

AGENCIES SHALL BE THE RESPONSIBILITY OF THE GENERAL

CONTRACTOR

1.2 THESE GENERAL CONDITIONS SHALL APPLY TO ALL WORK SHOWN

HEREIN, AND SHALL EXTEND TO ANY CHANGES, EXTRAS, OR ADDITIONS AGREED TO DURING THE COURSE OF WORK.

1.3 THE AIA STANDARD DOCUMENT A201 ENTITLED "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" IS MADE PART OF THE GENERAL CONDITIONS.

1.4 USE OF DRAWINGS:

DO NOT SCALE DRAWINGS, DIMENSIONS SHALL GOVERN. LARGE SCALE DETAILS SHALL GOVERN OVER PLANS AND ELEVATIONS. DIMENSIONS ARE FROM FACE OF FINISH TO FACE OF FINISH UNLESS OTHERWISE NOTED.

1.5 CONSTRUCTION SCHEDULE:

WITHIN ONE WEEK OF THE AWARD OF THE CONTRACT THE GENERAL

CONTRACTOR SHALL SUBMIT A DETAILED CONSTRUCTION SCHEDULE TO THE ARCHITECT FOR REVIEW. SCHEDULE SHALL INCLUDE THE ORDER AND -80-

ANTICIPATED DELIVERY DATES OF ALL LONG LEAD TIME MATERIALS.

CONTRACTOR SHALL UPDATE THE SCHEDULE NO LESS THAN WEEKLY THROUGHOUT THE COURSE OF CONSTRUCTION.

1.6 CONSTRUCTION MEETINGS:

CONTRACTORS SHALL BE RESPONSIBLE FOR KEEPING DETAILED WEEKLY MINUTES OF CONSTRUCTION MEETINGS.

1.7 SITE VISITS:

BIDDERS ARE INSTRUCTED TO VISIT AND INSPECT THE PREMISES PRIOR TO

SUBMITTING THEIR PROPOSALS AND TO FAMILIARIZE THEMSELVES WITH THE CONDITIONS UNDER WHICH THE WORK WILL BE PERFORMED. NO

SUBSEQUENT EXTRAS OR ADDITIONS WILL BE ALLOWED ON ANY CLAIM FOR

LACK OF KNOWLEDGE OF CONDITIONS OR CIRCUMSTANCES ABOUT WHICH THE BIDDER COULD HAVE INFORMED HIMSELF.

1.8 LIMITATIONS AND EXCLUSIONS:

BIDDER SHALL MAKE KNOWN TO ARCHITECT ANY LIMITATIONS, EXCLUSIONS,

OR MODIFICATIONS TO THE PROJECT DURING THE BID PERIOD OF THE PROJECT. ALL LIMITATIONS, EXCLUSIONS, OR MODIFICATIONS SHALL BE ITEMIZED IN THE BID PROPOSAL, OR THEY WILL BE PRESUMED INCLUDED; IN WHICH CASE NO ADDITIONAL MONIES WILL BE ALLOCATED.

1.9 INSURANCE:

ALL CONTRACTORS INVOLVED IN THIS PROJECT SHALL CARRY PROPERTY

DAMAGE AND PUBLIC LIABILITY INSURANCE AS REQUIRED BY

GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE PROJECT AND

SHALL COMPLY WITH STATUTORY REQUIREMENTS FOR DISABILITY AND WORKMEN'S COMPENSATION. CONTRACTORS SHALL COMPLY WITH ALL RULES AND REGULATIONS DICTATED BY THE LANDLORD. INSURANCE SHALL

PROTECT LANDLORD, TENANT, ARCHITECT AND ANY OTHER ENTITIES

REQUESTED TO BE FREE FROM LIABILITY DUE TO CONTRACTOR'S NEGLIGENCE. A PROPERLY EXECUTED CERTIFICATE OF INSURANCE, AIA DOCUMENT #G705, SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO THE COMMENCEMENT OF ANY WORK.

1.10 SUBMITTALS AND SHOP DRAWINGS:

A. THE GENERAL CONTRACTOR SHALL SUBMIT THREE (3) SAMPLES AND / OR

SCHEDULES OF EACH OF THE VARIOUS MATERIALS, HARDWARE, EQUIPMENT, AND FINISHES TO ARCHITECT FOR REVIEW AND COMMENT. SUBMITTALS

INCLUDE, BUT ARE NOT LIMITED TO, DOORS, WINDOWS, HARDWARE,

LIGHTING, PLUMBING, ELECTRICAL, MECHANICAL, FINISHES, AND SPECIALTY EQUIPMENT.

B. THE GENERAL CONTRACTOR SHALL SUBMIT TO ARCHITECT FOR REVIEW AND COMMENT THREE (3) PRINTS OF ALL FABRICATION, ERECTION, OR -81-

INSTALLATION SHOP DRAWINGS. SHOP DRAWINGS INCLUDE, BUT ARE NOT LIMITED TO, MILLWORK, STRUCTURAL, LIFE SAFETY, WINDOWS, AND HVAC.

C. CONTRACTORS SHALL NOT COMMENCE ANY PORTION OF THE WORK

REQUIRING SUBMISSION OF A SHOP DRAWINGS, PRODUCT DATUM, OR

SAMPLE UNTIL THE SUBMITTAL HAS BEEN REVIEWED BY THE ARCHITECT AND / OR THE APPROPRIATE CONSULTANT. ARCHITECT SHALL HAVE FIVE (5) BUSINESS DAYS PER REVIEW. INCOMPLETE SUBMITTALS WILL DELAY REVIEW.

DOORS, HARDWARE, AND FRAMES ARE CONSIDERED A SINGLE REVIEW PACKAGE.

1.11 SUBSTITUTIONS:

THERE SHALL BE NO SUBSTITUTION OF MATERIALS SPECIFIED BY THE ARCHITECT. WHERE THE TERM "OR EQUAL" IS USED THE ARCHITECT ALONE

SHALL DETERMINE EQUALITY BASED UPON INFORMATION SUBMITTED BY THE CONTRACTOR.

1.12 MANUFACTURER’S INSTRUCTIONS:

A. UNLESS OTHERWISE SPECIFIED, INSTALLATION OF WORK SHALL COMPLY WITH MANUFACTURER’S PRINTED INSTRUCTIONS AND RECOMMENDATIONS.

CONTRACTOR SHALL OBTAIN AND DISTRIBUTE COPIES OF SUCH
INSTRUMENTS TO PARTIES INVOLVED IN INSTALLATION; AND MAINTAIN ONE

SET OF COMPLETE INSTRUCTIONS AT THE JOBSITE DURING INSTALLATION AND UNTIL COMPLETION.

B. CONTRACTOR SHALL HANDLE, INSTALL, CONNECT, CLEAN, CONDITION, AND ADJUST PRODUCTS IN STRICT ACCORDANCE WITH MANUFACTURER’S INSTRUCTIONS.

C. CONTRACTOR SHALL PERFORM WORK IN STRICT ACCORDANCE WITH MANUFACTURER’S INSTRUCTIONS. DO NO OMIT ANY PREPARATORY SET OR

INSTALLATION PROCEDURE, UNLESS SPECIFICALLY MODIFIED OR EXEMPTED BY THE CONTRACT DOCUMENTS.

1.13 OVER – STOCK:

GENERAL CONTRACTOR TO CONSULT TENANT AND LANDLORD REGARDING OVER-STOCK MATERIALS FOR FUTURE MAINTENANCE. SUCH ITEMS MAY INCLUDE: CARPET, CARPET ACCESSORIES, DOOR HARDWARE, CEILING TILE, AND PAINT. UNLESS OTHERWISE NOTED, PROVIDE OVER – STOCK AS FOLLOWS: CEILING TILE – ONE (1) CASE, CARPET TILE – TWO (2) CASES PER EACH TYPE SPECIFIED, BROADLOOM CARPET – TO BE DETERMINED.

1.14 BUILDING REGULATIONS:

THE GENERAL CONTRACTOR SHALL COMPLY WITH THE RULES AND

REGULATIONS OF THE BUILDING OWNER/ LANDLORD, AND SHALL
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COORDINATE THE USE OF ELEVATORS AND LOADING DOCKS PRIOR TO

COMMENCEMENT OF WORK WITH THE SAME

1.15 BUILDING PROTECTION:

GREAT CARE SHALL BE EXERCISED TO ASSURE THAT THE BUILDING AND

TENANT AREAS SHALL BE PROTECTED FROM DAMAGE THAT COULD OCCUR BECAUSE OF THIS WORK. CONTRACTORS SHALL PROVIDE PROTECTION FOR EXISTING AREAS AND NEW WORK AREAS. ANY DAMAGE DUE TO THE CONTRACTOR’S WORK SHALL BE REPAIRED OR REPLACED AT THE
CONTRACTOR'S SOLE EXPENSE. CONTRACTOR SHALL PROVIDE DUST PROOF

BARRICADES AROUND ALL AREAS OF NEW WORK AS NECESSARY TO PROTECT ADJACENT TENANT AREAS FROM DAMAGE.

1.16 CUTTING AND DRILLING:

CUTTING, CHASING, DRILLING OR DEMOLITION OF WALLS, SLABS, ETC.

REQUIRING THE USE OF JACK HAMMERS OR OTHER HEAVY HAND OR POWER

TOOLS SHALL BE PERFORMED OUTSIDE REGULAR BUSINESS HOURS ON AN

OVERTIME BASIS UNLESS THE LANDLORD AND ANY AFFECTED TENANT EXPRESSLY PERMIT IT.

1.17 HAZARDOUS MATERIALS

REPORT ANY HAZARDOUS MATERIALS TO THE LANDLORD AND ARCHITECT IMMEDIATELY.

1.18 CLEAN-UP

THE GENERAL CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE

OF ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY HIS

OPERATIONS OR BY THOSE OF OTHER CONTRACTORS UNDER SEPARATE CONTRACT. CONTRACTOR SHALL CONFINE HIS OPERATIONS FOR REMOVAL TO SUCH METHODS AS MAY BE AGREEABLE WITH THE LANDLORD. PREMISES TO BE SWEPT CLEAN ON A DAILY BASIS.

THE GENERAL CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE

OF ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY HIS

OPERATIONS OR BY THOSE OF OTHER CONTRACTORS UNDER SEPARATE CONTRACT. CONTRACTOR SHALL CONFINE HIS OPERATIONS FOR REMOVAL

TO SUCH METHODS AS MAY BE AGREEABLE

1.19 PUNCH-LIST:

UPON COMPLETION OF THE WORK THE GENERAL CONTRACTOR SHALL NOTIFY ARCHITECT TO PREPARE A "PUNCH-LIST" OF CORRECTIONS AND UNSATISFACTORY AND/OR INCOMPLETE WORK. RELEASE OF FINAL PAYMENT

WILL BE CONTINGENT ON THE COMPLETION OF THESE ITEMS UNDER THE TERMS OF THE OWNER-CONTRACTOR AGREEMENT.

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1.20 GUARANTEE:

ALL WORK AND MATERIALS SHALL BE GUARANTEED AGAINST DEFECTS IN DESIGN, WORKMANSHIP AND MATERIALS FOR A PERIOD OF AT LEAST (1) ONE YEAR FROM DATE OF FINAL ACCEPTANCE AND PAYMENT. ALL DEFECTS

OCCURRING IN THE GUARANTEE PERIOD SHALL BE CORRECTED AT NO COST TO THE TENANT.

1.21 AS BUILT DRAWINGS:

DURING THE COURSE OF CONSTRUCTION, ACTUAL LOCATIONS OF ALL RUNS

OF MECHANICAL AND ELECTRICAL WORK SHALL BE INDICATED TO SCALE IN

RED INK ON THE DRAWINGS, INCLUDING CONCEALED DEVIATIONS FROM THE DRAWINGS. UPON COMPLETION OF THE PROJECT, INCLUDING THE PUNCH-

LIST, THIS DRAWING SET SHALL BE TRANSFERRED TO ELECTRONIC CAD DRAWINGS. THE CAD DRAWINGS SHALL BE MARKED "AS BUILT SET" AND RETURNED TO ARCHITECT AND TENANT ON COMPACT DISK. THE ARCHITECT

SHALL, WITHIN FIVE WORKING DAYS OF THE RECEIPT OF THIS SET, GRANT

APPROVAL FOR FINAL PAYMENT TO THE CONTRACTOR OR SHOW
REASONABLE CAUSE WHY SUCH APPROVAL IS DENIED.

1.22 SUBSTANTIAL COMPLETION
THE FOLLOWING ARE REQUIRED FOR SUBSTANTIAL COMPLETION:

A. FINAL CLEANING BY A PROFESSIONAL SERVICE
B. AS-BUILT DRAWINGS ON COMPACT DISK
C. A BINDER WITH OPERATION, MAINTENANCE DATA, AND WARRANTIES FOR ALL INSTALLED SYSTEMS.

D. SPECIFIED QUANTITIES OF MAINTENANCE AND OVER STOCK

MATERIALS
E. HVAC BALANCE REPORT

DIVISION 2 - DEMOLITION

2.1. DIVISION 2 – DEMOLITION

PERFORM ALL WORK OF A DEMOLITION NATURE THAT MAY BE REQUIRED OR

NECESSARY TO A FULL AND COMPLETE EXECUTION OF THE WORK, WHETHER OR NOT SHOWN OR SPECIFIED. EXACT EXTENT OF DEMOLITION MAY NOT BE FULLY INDICATED BY THE DRAWINGS.

2.2. SALVAGED COMPONENTS:

A. WHERE SHOWN ON DRAWINGS, SALVAGE CONSTRUCTION
MATERIALS AND EQUIPMENT (E.G., LIGHT FIXTURES, DOORS, FRAMES, HARDWARE, ETC.) SUITABLE FOR REUSE. SALVAGED COMPONENTS SHALL BE CLEANED AND REPAIRED BEFORE REUSING.

B. COORDINATE SALVAGE AND STORAGE OF BUILDING STANDARD

CONSTRUCTION MATERIALS AND EQUIPMENT NOT NECESSARY FOR
NEW TENANT CONSTRUCTION WITH LANDLORD.
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2.3. PATCH AND REPAIR:

A. EXISTING CONSTRUCTION WHERE AFFECTED BY DEMOLITION WORK

SHALL BE PROPERLY REMEMBERED, ALIGNED, AND REPAIRED TO
LEAVE NO EVIDENCE OF REMODELING WORK. AREAS AFFECTED

OUTSIDE OF TENANT SPACE BY DEMOLITION AND NEW CONSTRUCTION TO BE REPAIRED SO AS TO LEAVE NO EVIDENCE OF DAMAGE.

INTEGRITY OF NON-TENANT SPACE TO BE MAINTAINED.

B. GENERAL CONTRACTOR SHALL REPAIR ANY FIRE PROOFING

DAMAGED DURING THE COURSE OF DEMOLITION OR CONSTRUCTION SO AS TO MAINTAIN THE ORIGINAL FIRE RATING.

DIVISION 3 – CONCRETE

A. GENERAL CONTRACTOR TO FURNISH AND INSTALL ALL CONCRETE WORK IN ACCORDANCE WITH THE “AMERICAN CONCRETE INSTITUTE” (ACI) BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE STANDARD 318-83.

B. CONTRACTOR TO CHECK AND LEVEL CONCRETE FLOOR SURFACE TO A TOLERANCE NOT EXCEEDING ¼” IN A 10’ - 0” DIAMETER WHEN MEASURED WITH A 10’ - 0” STRAIGHT EDGE. CONTRACTOR SHALL

PATCH AND REPAIR IMPERFECTIONS IN EXISTING CONCRETE SLAB AT ARCHITECT’S DISCRETION OR AS REQUIRED PRIOR TO INSTALLING FLOOR FINISH PER MANUFACTURER’S RECOMMENDATIONS. FLOOR
SHALL BE LEVEL TO ¼” IN 10’ - 0” DIAMETER ON A NON-CUMULATIVE BASIS ON ALL AREAS TO RECEIVE STONE OR TILE FLOORING.

DIVISION 6 - WOODWORK AND CABINETRY

6.1. CARPENTRY:

A. GENERAL CONTRACTOR TO FURNISH AND INSTALL ALL WOOD

BLOCKING AND OTHER REINFORCING WHERE INDICATED ON THE

DRAWINGS OR WHERE REQUIRED FOR ADEQUATE SUPPORT OF NEW
WORK.

B. ALL WOOD BLOCKING SHALL BE STAMPED "FIRE-RETARDANT"

TREATED IN ACCORDANCE WITH GOVERNING ORDINANCES AND
BUILDING CODES.

C. ALL RAISED PLATFORMS MUST BE CONSTRUCTED FROM NON-
COMBUSTABLE MATERIALS.

6.2. ARCHITECTURAL WOODWORK AND CABINETRY:

A. THIS CONTRACTOR TO COORDINATE AND INSTALL ALL CUSTOM CABINETRY PROVIDED BY OWNER'S CABINET MAKER.

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DIVISION 7 - THERMAL AND MOISTURE PROTECTION

7.01 QUALITY CONTROL
A. MATERIALS STALL MEET OR EXCEED THE FOLLOWING STANDARDS:

1. INSULATION:

A. FIBERGLASS BATT INSULATION SHALL BE INSTALLED PER THE CALIFORNIA ENERGY REQUIREMENTS (TITLE 24).

B. INSTALL ALL FIBERGLASS BATT INSULATION WITH FOIL OR KRAFT FACING TOWARD INTERIOR SPACES.

C. ALL PLUMBING WALLS ADJACENT TO INTERIOR SPACES SHALL BE SOUND INSULATED WITH FIBERGLASS BATTS.

2. ROOFING:

A. AIL WORK SHALL COMPLY WITH THE NCRA "ROOFING AND
WATERPROOFING MANUAL."
B. GENERAL CONTRACTOR TO SUBMIT A ROOFING PRODUCT TO THE

ARCHITECT FOR APPROVAL THAT BEST MATCHES THE LOOK OF THE

EXISTING ROOFING WHILE MEET ALL LOCAL AND STATE CODE
REQUIREMENTS WITH A 20 YEAR WARRANTY. THE ROOFING SHALL BE APPLIED ACCORDING TO MANUFACTURERS SPECIFICATIONS.

C. THE MINIMUM PERFORMANCE STANDARD FOR BUILT UP ROOFING FOR NAILABLE DECKS SHALL BE SCHULIER INTERNATIONAL 4SNC OR EQUAL AS APPROVED BY OWNER AND BEAR A CLASS A FIRE PROOF RATING. ALL PRODUCTS AND COMPONENTS SHALL BE BY SAME MANUFACTURE. COLOR AS SELECTED BY OWNER (U.O.N).

D. ROOFING NAILS SHALL BE ALUMINUM OR HOT DIP GALVANIZED II OR 12

GA SHARP, POINTED CONVENTIONAL ROOFING NAILS WITH BARBED SHANKS, MIN 3/8" DIA. HEAD AND OR SUFFICIENT LENGTH TO PENETRATE MIN 3/4" INTO SOLID DECKING OR TO PENETRATE THROUGH PLYWOOD SHEATHING (U.O.N).

E. THE ROOFING CONTRACTOR SHALL SUPPLY TO THE OWNER A WRITTEN

GUARANTEE TO REPAIR WITHOUT COST TO THE OWNER, ANY LEAKS DUE TO FAULTY MATERIALS OR WORKMANSHIP, WHICH DEVELOP WITHIN 1

YEAR FROM THE DATE OF ACCEPTANCE BY OWNER OF COMPLETED
BUILDING. DURING THIS TIME PERIOD, ANY REPAIR WORK REQUIRED

BECAUSE OF ACT OF GOD, ABUSE, ALTERATIONS, OR FAILURE TO THE

SUBSTRATE AND/OR SUPPORTING STRUCTURE (OTHER THAN THAT

CAUSED BY DEFECTS IN THE ROOFING WORK) SHALL BE COMPLETED BY

THE CONTRACTOR AND PAID FOR BY THE OWNER, PROMPTLY AFTER COMPLETION OF THE REQUIRED REPAIR WORK IN EACH INSTANCE. THE

ROOFING CONTRACTOR STALL FURNISH THE MANUFACTURER'S
STANDARD LIMITED MATERIAL WARRANTY FOR A MINIMUM OF 20 YEARS FROM THE DATE OF COMPLETION OF THE ROOF.

3. FLASHING:
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A. ALL WORK STALL COMPLY WITH THE SMACNA "ARCHITECTURAL SHEET METAL"
B. ALL METAL FLASHING TO CONFORM TO ASTM A525, COMMERCIAL GRADE WITH 0.20% COPPER.

C. ALL METAL FLASHING SHALL BE 26 GAUGE FOR WORK LESS THAN 6" WIDE, 20 GAUGE FOR WORK OVER 6" WIDE OR AS INDICATED ON THE DRAWINGS. USE 20 GAUGE MINIMUM FOR CLIPS.

D. SHEET METAL FLASHING SHALL BE INSTALLED AT ALL LOCATIONS

WHERE DIFFERENT MATERIAL INTERSECT SUCH AS ROOF TO WALL, ROOF

TO ROOF, DECK/BALCONY/LANDLNG TO WALL, PENETRATIONS INTO WALLS, CHIMNEYS AND AS DETAILED. FLASH AND COUNTERFLASH AS REQUIRED TO MAKE WATERTIGHT.

E. THE CENTER OF FLASHING FOR ALL THROUGH VENTS AND ALL ELECTRICAL SERVICE CONNECTIONS, SHALL NOT BE LESS THAN 16" FROM CENTER OF ANY VALLEY. SEE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS.

4. SHEATHING PAPER
A. PROVIDE SHEATHING PAPER UNDER EXTERIOR METAL LATH AND

PLASTER, UNDER WOOD SIDING, UNDER MASONRY VENEER, UNDER METAL FLASHINGS AND WHERE DETAILED.

B. USE ASPHALT-SATURATED ORGANIC FELT COMPLYING TO ASTM D226, TYPE I, (U.O.N).

C. INSTALL SINGLE LAYERS ON VERTICAL SURFACES, DOUBLE LAYER OVER WALL CAPS, AND WHERE INDICATED. DOUBLE LAYER BEHIND MASONRY VENEER WITH CORNERS DOUBLE LAPPED. FOR ADDITIONAL INFORMATION REGARDING INSTALLATION BEHIND STUCCO SEE DIVISION 9. a. LAPPING: HORIZONTAL JOINTS: LAP PAPER AS DETAILED AND NOT LESS THAN 3 INCHES; WALL CORNERS: WRAP PAPER TO OVERLAP NOT LEES THAN 12 INCHES EACH SIDE OF COMER; VERTICAL
JOINTS: LAP PAPER NOT LESS THAN 6 INCHES.
b. LAP PAPER OVER HEAD FLASHING AND BASE SCREEDS, ROOF END WATERPROOF MEMBRANES, END UNDER SILL FLASHING. TREAT

PENETRATIONS AND OTHER DETAILS AS NECESSARY FAR
ADEQUATE WEATHER PROTECTION.
c. WALL OPENINGS: INDIVIDUALLY FLASH ALL EXTERIOR OPENINGS

FOR FIXTURES SUCH AS WINDOWS, DOORS AND VENTS TO MAKE
THEM WATERPROOF. FLASHING MATERIAL SHALL PROVIDE A FOUR

HOUR MINIMUM PROTECTION FROM WATER PENETRATION WHEN
TESTED IN ACCORDANCE WITH ASTM D-779. SEALANT SHALL
COMPLY TO FS. TT-S-1657. W.R GRACE ICE AND WATER SHIELD SHALL BE USED, OVER SOLID BACKING. FLASHING MATERIAL AT LEAST 9" WIDE SHALL BE APPLIED IN A WEATHERBOARD FASHION,

BEGINNING WITH THE SILL WITH A STRIP LONG ENOUGH TO
PROJECT BEYOND THE JAMB FLASHING TO BE APPLIED. THE TWO

JAMB FLASHING ARE THEN APPLIED, WITH SUFFICIENT LENGTH TO -87-

EXTEND BEYOND THE SILL FLASHING, AND WITH THE SANE
DISTANCE AT THE TOP. FOR FIXTURES WITHOUT NAIL ON FLANGES THE FLASHING SHALL BE 12" MINIMUM WIDTH AND EXTEND INTO THE ROUGH FRAME AT THE SILL AND JAMB. FOR NAIL ON FLANGE

FIXTURES INSTALL BY PRESSING FLANGE POSITIVELY INTO A

CONTINUOUS BEAD OF SEALANT WHICH EXTENDS AROUND THE
BOTTOM AND SIDES OF FIXTURE. APPLY THE TAP HORIZONTAL

FLASHING LAST, SUFFICIENT LENGTH TO EXTEND BEYOND THE
JAMB FLASHING. OVERLAP AND SEAL AGAINST THE TOP NAILING

FLANGE OR GSM HEAD FLASHING WITH A CONTINUOUS BEAD OF
SEALANT. APPLY REMAINING WALL SHEATHING PAPER IN A

WEATHERBOARD FASHION WITH THE SILL FLASHING LAPPING
OVER THE TOP AND THE HEAD AND JAMB FLASHING BELOW.

1. SHEET MEMBRANE WATERPROOFING
A. THE MINIMUM PERFORMANCE STANDARD SHALL BE W.R GRACE
"BITUTHENE SYSTEM 4000", NO SUBSTITUTIONS ALLOWED. ALL
PRODUCTS AND COMPONENTS SHALL BE BY SAME MANUFACTURER.

INSTALL IN STRICT ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS TO ASSURE WATERPROOF INTEGRITY.

B. QUALITY ASSURANCE, PRE-INSTALLATION CONFERENCE: A PRE-

INSTALATION CONFERENCE SHALL BE HELD PRIOR TO COMMENCEMENT

OF FIELD OPERATIONS TO ESTABLISH PROCEDURES TO MAINTAIN

OPTIMUM WORKING CONDITIONS AND TO COORDINATE THIS WORK WITH RELATED AND ADJACENT WORK. AGENDA FOR MEETING SHALL INCLUDE REVIEW OF SPECIAL DETAILS AND FLASHING. THIS MEETING SHALL

INCLUDE THE REPRESENTATIVES OF THE GENERAL CONTRACTOR,
APPLICATOR, MANUFACTURER, AND ARCHITECT. A TRAINED EMPLOYEE

OF THE MANUFACTURER SHALL BE ON SITE PERIODICALLY DURING

MEMBRANE WATERPROOFING WORK TO REVIEW INSTALLATION
PROCEDURES.

C. WATER TEST: DECK MEMBRANES SHALL BE WATER TESTED AND APPROVED IMMEDIATELY BEFORE INSTALLATION OF FINISH MATERIALS.

WATER TESTS SHALL BE WITNESSED BY THE ARCHITECT. A WATER TEST

IS CONDUCTED BY CLOSING ANY DECK DRAINS AND ERECTING

TEMPORARY DAMS WHERE REQUIRED TO RETAIN WATER EN THE

WATERPROOFING MATERIAL SURFACE, THEN FLOODING THE SURFACE TO A MINIMUM DEPTH OF 2". CARE MUST BE TAKEN SO THAT THE WEIGHT

OF WATER RETAINED DOES NOT EXCEED THE LOAD CARRYING CAPACITY

OF THE STRUCTURAL DECK, AND THAT THE HEIGHT OF THE WATER DOES NOT EXCEED THE LOWEST FLASHING.

6. ROOF ACCESSORIES
A. THE MINIMUM PERFORMANCE STANDARD TOR PREFABRICATED
ACRYLIC SKYLIGHTS SHALL BE BRISTOLLTE, "AL-CM2" OR EQUAL AS APPROVED BY OWNER. COLOR AS SELECTED BY OWNER, INSTALL AS -88-

PER MANUFACTURER'S INSTRUCTIONS.

7. CAULKING AND SEALANTS/LOCATIONS:

A. SEALANT LOCATIONS:

LOCATIONS SUCH AS CERAMIC TILE, PLUMBING FIXTURES, AND OTHER WHERE MILDEW RESISTANT SEALANT IS REQUIRED. LOCATION WHERE HIGH DEGREE OF MOVEMENT IS ANTICIPATED. JOINTS AND CRACKS

AROUND WINDOWS, THRESHOLDS, DOOR FRAMES, WALL PENETRATIONS,

CONNECTIONS AND OTHER JOINTS NECESSARY TO SEAL OFF BUILDING FROM OUTSIDE AIR AND MOISTURE. BETWEEN EXTERIOR WALL SOLE PLATE AND SLAB ON GRADE. ALL JOINTS NECESSARY TO MAKE THE

BUILDING WATERTIGHT AND TO PREVENT THE PASSAGE OF DIRT, DUST, WIND, AIR OR WATER. AT INTERIOR INSULATED SOUND WALLS. FIRE STOPPING AT PENETRATIONS OF FIRE RATED ASSEMBLIES.

B. MINIMUM PRODUCT STANDARDS FOR SEALANTS SHALL BE AS FOLLOWS:

EXTERIOR WINDOW AND DOOR FRAMES AND MASONRY TO CEMENT
PLASTER: SONOLASTIC NP2, BY SORNEBORN OR EQUAL. COLOR TO MATCH WALL SURFACE. INTERIOR SOUND MALLS AT SILL: TREMCO ACOUSTICAL SEALANT OR EQUAL. WOOD SOLE PLATE TO CONCRETE, WINDOW SILLS AND DOOR THRESHOLDS: DOW CORNING 790 SILICONE BUILDING SEALANT OR EQUAL. COLOR: TO MATCH ADJACENT WALL.

PAINTED EXTERIOR WINDOWS FRAMES TO METAL FRAMES OR FLASHING:

DOW CORNING 999A GLAZING SEALANT OR EQUAL. COLOR: CLEAR.

CAULKING FOR JOINTS IN FLOOR SLABS ON GRADE: PRC RUBBER CAULK 230, TWO-PART SELF-LEVELING POLYURETHANE, SHORE A HARDNESS 35.

JOINT FILLERS: CLOSED CELL INERT POLYURETHANE OR POLYETHYLENE AS RECOMMENDED BY CAULKING MANUFACTURER. WIDTH OR DIAMETER OF PREFORMED BACKING MATERIAL TO BE 1-1/4 TO 1-1/3 TIMES THE WIDTH OF THE JOINT TO BE SEALED. FIRE STOPPING AT PENETRATIONS OF FIRE RATED ASSEMBLIES: 3M FIRE PROTECTION PRODUCTS CP 25 CAULK.

C. CAULKING AND SEALANTS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN SPECIFICATIONS. CONSULT MANUFACTURER WHEN SEALANT CANNOT BE APPLIED WITHIN RECOMMENDED TEMPERATURE RANGES. ALL

EXPOSED CAULKING SHALL BE FREE OF WRINKLES, SAGS, AIR POCKETS, RIDGES AND EMBEDDED IMPURITIES. AFTER JOINTS ARE COMPLETELY FILLED, THEY SHALL BE TOOLED TO A SLIGHT, NEAT CONCAVE JOINT.

8.1 A. THE GENERAL CONTRACTOR SHALL FURNISH AND INSTALL DOORS,

FRAMES AND HARDWARE WHERE SPECIFIED AND DETAILED ON THE DRAWINGS. NEW MATERIALS AND INSTALLATION OF SAME SHALL
MATCH EXISTING WORK EXCEPT WHERE OTHERWISE NOTED.

B. HARDWARE SHALL MATCH EXISTING EXCEPT WHERE SPECIFIED OTHERWISE ON DRAWINGS. CONTRACTOR TO SUBMIT A FINISH

HARDWARE SCHEDULE FOR ARCHITECT'S REVIEW AND APPROVAL
PRIOR TO ORDERING MATERIALS.
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C. PROVIDE ¼” MAXIMUM UNDERCUT AT ALL NEW DOORS.

D. GENERAL CONTRACTOR TO PROVIDE A FULL SUBMITTAL INCLUDING BUT NOT LIMITED TO PRODUCT DATA AND HARDWARE SELECTION.

8.2. A. MANUFACTURER: TIMELY OR APPROVED EQUAL. DOOR STYLE TO MATCH EXISTING.

8.3 PERFORMANCE

A. U-VALVES SHALL BE DETERMINED IN ACCORDANCE TO NFRC 100.

B. AIR INFILTRATION SHALL MEET THE INFILTRATION REQUIREMENTS

OF THE CEC

C. WATER INFILTRATION SHALL BE TESTED IN ACCORDANCE WITH ASTM E 331.

D. TEST REPORTS CERTIFIED BY AN INDEPENDENT TEST LABORATORY

MUST BE MADE AVAILABLE UPON REQUEST

E. ALL WINDOWS AND DOORS SHALL BE CERTIFIED AND LABELED IN

ACCORDANCE WITH CALIFORNIA ENERGY COMMISSION

REQUIREMENTS AND THE NATIONAL FENESTRATION RATING
COUNCIL AND COMPLY WITH THE TITLE 24 ENERGY COMPLIANCE
DOCUMENTATION.

SECTION 087100 - DOOR HARDWARE
PART 1 - GENERAL

1.1 RELATED DOCUMENTS
A. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 1
SPECIFICATION SECTIONS, APPLY TO THIS SECTION.

1.2 SUMMARY
A. THIS SECTION INCLUDES COMMERCIAL DOOR HARDWARE FOR THE FOLLOWING:

1. SWINGING DOORS.

2. OTHER DOORS TO THE EXTENT INDICATED.

B. DOOR HARDWARE INCLUDES, BUT IS NOT NECESSARILY LIMITED TO, THE FOLLOWING:

1. MECHANICAL DOOR HARDWARE.

2. CYLINDERS SPECIFIED FOR DOORS IN OTHER SECTIONS.
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C. RELATED SECTIONS:

1. DIVISION 08 SECTION “DOOR HARDWARE SCHEDULE”.

2. DIVISION 08 SECTION “HOLLOW METAL DOORS AND FRAMES”.

3. DIVISION 08 SECTION “INTERIOR ALUMINUM DOORS AND FRAMES”.

4. DIVISION 08 SECTION “FLUSH WOOD DOORS”.

5. DIVISION 08 SECTION “ALUMINUM-FRAMED ENTRANCES AND
STOREFRONTS”.

D. CODES AND REFERENCES: COMPLY WITH THE VERSION YEAR ADOPTED BY THE AUTHORITY HAVING JURISDICTION.

1. ANSI A117.1 - ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES.

2. ICC/IBC - INTERNATIONAL BUILDING CODE.

3. NFPA 70 - NATIONAL ELECTRICAL CODE.

4. NFPA 80 - FIRE DOORS AND WINDOWS.

5. NFPA 101 - LIFE SAFETY CODE.

6. NFPA 105 - INSTALLATION OF SMOKE DOOR ASSEMBLIES.

7. STATE BUILDING CODES, LOCAL AMENDMENTS.

E. STANDARDS: ALL HARDWARE SPECIFIED HEREIN SHALL COMPLY WITH THE FOLLOWING INDUSTRY STANDARDS:

1. ANSI/BHMA CERTIFIED PRODUCT STANDARDS - A156 SERIES

2. UL10C - POSITIVE PRESSURE FIRE TESTS OF DOOR ASSEMBLIES

1.3 SUBMITTALS
A. PRODUCT DATA: MANUFACTURER'S PRODUCT DATA SHEETS INCLUDING

INSTALLATION DETAILS, MATERIAL DESCRIPTIONS, DIMENSIONS OF

INDIVIDUAL COMPONENTS AND PROFILES, OPERATIONAL DESCRIPTIONS AND FINISHES.

B. DOOR HARDWARE SCHEDULE: PREPARED BY OR UNDER THE SUPERVISION

OF SUPPLIER, DETAILING FABRICATION AND ASSEMBLY OF DOOR HARDWARE, AS WELL AS PROCEDURES AND DIAGRAMS. COORDINATE THE

FINAL DOOR HARDWARE SCHEDULE WITH DOORS, FRAMES, AND RELATED

WORK TO ENSURE PROPER SIZE, THICKNESS, HAND, FUNCTION, AND FINISH OF DOOR HARDWARE.

1. FORMAT: COMPLY WITH SCHEDULING SEQUENCE AND VERTICAL FORMAT IN DHI'S "SEQUENCE AND FORMAT FOR THE HARDWARE SCHEDULE."

2. ORGANIZATION: ORGANIZE THE DOOR HARDWARE SCHEDULE INTO DOOR

HARDWARE SETS INDICATING COMPLETE DESIGNATIONS OF EVERY ITEM REQUIRED FOR EACH DOOR OR OPENING. ORGANIZE DOOR HARDWARE

SETS IN SAME ORDER AS IN THE DOOR HARDWARE SETS AT THE END OF PART 3. SUBMITTALS THAT DO NOT FOLLOW THE SAME FORMAT AND

ORDER AS THE DOOR HARDWARE SETS WILL BE REJECTED AND SUBJECT TO RESUBMISSION.

3. CONTENT: INCLUDE THE FOLLOWING INFORMATION:
a. TYPE, STYLE, FUNCTION, SIZE, LABEL, HAND, AND FINISH OF EACH DOOR HARDWARE ITEM.
b. MANUFACTURER OF EACH ITEM.
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c. FASTENINGS AND OTHER PERTINENT INFORMATION.
d. LOCATION OF DOOR HARDWARE SET, CROSS-REFERENCED TO

DRAWINGS, BOTH ON FLOOR PLANS AND IN DOOR AND FRAME
SCHEDULE.
e. EXPLANATION OF ABBREVIATIONS, SYMBOLS, AND CODES
CONTAINED IN SCHEDULE.
f. MOUNTING LOCATIONS FOR DOOR HARDWARE.
g. DOOR AND FRAME SIZES AND MATERIALS.
h. WARRANTY INFORMATION FOR EACH PRODUCT.

4. SUBMITTAL SEQUENCE: SUBMIT THE FINAL DOOR HARDWARE SCHEDULE

AT EARLIEST POSSIBLE DATE, PARTICULARLY WHERE APPROVAL OF THE

DOOR HARDWARE SCHEDULE MUST PRECEDE FABRICATION OF OTHER WORK THAT IS CRITICAL IN THE PROJECT CONSTRUCTION SCHEDULE.

INCLUDE PRODUCT DATA, SAMPLES, SHOP DRAWINGS OF OTHER WORK

AFFECTED BY DOOR HARDWARE, AND OTHER INFORMATION ESSENTIAL TO THE COORDINATED REVIEW OF THE DOOR HARDWARE SCHEDULE.

C. KEYING SCHEDULE: AFTER A KEYING MEETING WITH THE OWNER HAS

TAKEN PLACE PREPARE A SEPARATE KEYING SCHEDULE DETAILING FINAL INSTRUCTIONS. SUBMIT THE KEYING SCHEDULE IN ELECTRONIC FORMAT.

INCLUDE KEYING SYSTEM EXPLANATION, DOOR NUMBERS, KEY SET SYMBOLS, HARDWARE SET NUMBERS AND SPECIAL INSTRUCTIONS. OWNER

MUST APPROVE SUBMITTED KEYING SCHEDULE PRIOR TO THE ORDERING OF PERMANENT CYLINDERS/CORES.

D. INFORMATIONAL SUBMITTALS:

1. PRODUCT TEST REPORTS: INDICATING COMPLIANCE WITH CYCLE

TESTING REQUIREMENTS, BASED ON EVALUATION OF COMPREHENSIVE

TESTS PERFORMED BY MANUFACTURER AND WITNESSED BY A
QUALIFIED INDEPENDENT TESTING AGENCY.

E. OPERATING AND MAINTENANCE MANUALS: PROVIDE MANUFACTURERS

OPERATING AND MAINTENANCE MANUALS FOR EACH ITEM COMPRISING

THE COMPLETE DOOR HARDWARE INSTALLATION IN QUANTITY AS
REQUIRED IN DIVISION 01, CLOSEOUT SUBMITTALS.

1.4 QUALITY ASSURANCE
A. MANUFACTURERS QUALIFICATIONS: ENGAGE QUALIFIED MANUFACTURERS WITH A MINIMUM 5 YEARS OF DOCUMENTED EXPERIENCE IN PRODUCING

HARDWARE AND EQUIPMENT SIMILAR TO THAT INDICATED FOR THIS

PROJECT AND THAT HAVE A PROVEN RECORD OF SUCCESSFUL IN-SERVICE PERFORMANCE.

B. INSTALLER QUALIFICATIONS: A MINIMUM 3 YEARS DOCUMENTED

EXPERIENCE INSTALLING BOTH STANDARD AND ELECTRIFIED DOOR

HARDWARE SIMILAR IN MATERIAL, DESIGN, AND EXTENT TO THAT

INDICATED FOR THIS PROJECT AND WHOSE WORK HAS RESULTED IN

CONSTRUCTION WITH A RECORD OF SUCCESSFUL IN-SERVICE
PERFORMANCE.

C. DOOR HARDWARE SUPPLIER QUALIFICATIONS: EXPERIENCED COMMERCIAL DOOR HARDWARE DISTRIBUTORS WITH A MINIMUM 5 YEARS DOCUMENTED -92-

EXPERIENCE SUPPLYING BOTH MECHANICAL AND ELECTROMECHANICAL

HARDWARE INSTALLATIONS COMPARABLE IN MATERIAL, DESIGN, AND EXTENT TO THAT INDICATED FOR THIS PROJECT. SUPPLIER RECOGNIZED

AS A FACTORY DIRECT DISTRIBUTOR BY THE MANUFACTURERS OF THE

PRIMARY MATERIALS WITH A WAREHOUSING FACILITY IN PROJECT'S VICINITY. SUPPLIER TO HAVE ON STAFF A CERTIFIED ARCHITECTURAL

HARDWARE CONSULTANT (AHC) AVAILABLE DURING THE COURSE OF THE

WORK TO CONSULT WITH CONTRACTOR, ARCHITECT, AND OWNER

CONCERNING BOTH STANDARD AND ELECTROMECHANICAL DOOR
HARDWARE AND KEYING.

D. SOURCE LIMITATIONS: OBTAIN EACH TYPE AND VARIETY OF DOOR

HARDWARE SPECIFIED IN THIS SECTION FROM A SINGLE SOURCE UNLESS OTHERWISE INDICATED.

1. ELECTRIFIED MODIFICATIONS OR ENHANCEMENTS MADE TO A SOURCE

MANUFACTURER'S PRODUCT LINE BY A SECONDARY OR THIRD PARTY SOURCE WILL NOT BE ACCEPTED.

E. EACH UNIT TO BEAR THIRD PARTY PERMANENT LABEL DEMONSTRATING COMPLIANCE WITH THE REFERENCED STANDARDS.

F. KEYING CONFERENCE: CONDUCT CONFERENCE TO COMPLY WITH REQUIREMENTS IN DIVISION 01 SECTION "PROJECT MEETINGS." KEYING

CONFERENCE TO INCORPORATE THE FOLLOWING CRITERIA INTO THE FINAL KEYING SCHEDULE DOCUMENT:

1. FUNCTION OF BUILDING, PURPOSE OF EACH AREA AND DEGREE OF SECURITY REQUIRED.

2. PLANS FOR EXISTING AND FUTURE KEY SYSTEM EXPANSION.

3. REQUIREMENTS FOR KEY CONTROL STORAGE AND SOFTWARE.

4. INSTALLATION OF PERMANENT KEYS, CYLINDER CORES AND SOFTWARE.

5. ADDRESS AND REQUIREMENTS FOR DELIVERY OF KEYS.

G.PRE-SUBMITTAL CONFERENCE: CONDUCT COORDINATION CONFERENCE IN COMPLIANCE WITH REQUIREMENTS IN DIVISION 01 SECTION "PROJECT MEETINGS" WITH ATTENDANCE BY REPRESENTATIVES OF SUPPLIER(S),

INSTALLER(S), AND CONTRACTOR(S) TO REVIEW PROPER METHODS AND

THE PROCEDURES FOR RECEIVING, HANDLING, AND INSTALLING DOOR HARDWARE.

1. PRIOR TO INSTALLATION OF DOOR HARDWARE, CONDUCT A PROJECT

SPECIFIC TRAINING MEETING TO INSTRUCT THE INSTALLING

CONTRACTORS' PERSONNEL ON THE PROPER INSTALLATION AND
ADJUSTMENT OF THEIR RESPECTIVE PRODUCTS. PRODUCT TRAINING TO

BE ATTENDED BY INSTALLERS OF DOOR HARDWARE (INCLUDING

ELECTROMECHANICAL HARDWARE) FOR ALUMINUM, HOLLOW METAL AND WOOD DOORS. TRAINING WILL INCLUDE THE USE OF INSTALLATION

MANUALS, HARDWARE SCHEDULES, TEMPLATES AND PHYSICAL
PRODUCT SAMPLES AS REQUIRED.

2. INSPECT AND DISCUSS ELECTRICAL ROUGHING-IN, POWER SUPPLY

CONNECTIONS, AND OTHER PREPARATORY WORK PERFORMED BY
OTHER TRADES.
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3. REVIEW SEQUENCE OF OPERATION NARRATIVES FOR EACH UNIQUE ACCESS CONTROLLED OPENING.

4. REVIEW AND FINALIZE CONSTRUCTION SCHEDULE AND VERIFY AVAILABILITY OF MATERIALS.

5. REVIEW THE REQUIRED INSPECTING, TESTING, COMMISSIONING, AND

DEMONSTRATION PROCEDURES
H. AT COMPLETION OF INSTALLATION, PROVIDE WRITTEN DOCUMENTATION

THAT COMPONENTS WERE APPLIED TO MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS AND ACCORDING TO APPROVED SCHEDULE.

1.5 DELIVERY, STORAGE, AND HANDLING
A. INVENTORY DOOR HARDWARE ON RECEIPT AND PROVIDE SECURE LOCK- UP AND SHELVING FOR DOOR HARDWARE DELIVERED TO PROJECT SITE. DO

NOT STORE ELECTRONIC ACCESS CONTROL HARDWARE, SOFTWARE OR ACCESSORIES AT PROJECT SITE WITHOUT PRIOR AUTHORIZATION.

B. TAG EACH ITEM OR PACKAGE SEPARATELY WITH IDENTIFICATION RELATED

TO THE FINAL DOOR HARDWARE SCHEDULE, AND INCLUDE BASIC
INSTALLATION INSTRUCTIONS WITH EACH ITEM OR PACKAGE.

C. DELIVER, AS APPLICABLE, PERMANENT KEYS, CYLINDERS, CORES, ACCESS

CONTROL CREDENTIALS, SOFTWARE AND RELATED ACCESSORIES

DIRECTLY TO OWNER VIA REGISTERED MAIL OR OVERNIGHT PACKAGE SERVICE. INSTRUCTIONS FOR DELIVERY TO THE OWNER SHALL BE ESTABLISHED AT THE "KEYING CONFERENCE".

1.6 COORDINATION
A. TEMPLATES: OBTAIN AND DISTRIBUTE TO THE PARTIES INVOLVED

TEMPLATES FOR DOORS, FRAMES, AND OTHER WORK SPECIFIED TO BE

FACTORY PREPARED FOR INSTALLING STANDARD AND ELECTRIFIED HARDWARE. CHECK SHOP DRAWINGS OF OTHER WORK TO CONFIRM THAT

ADEQUATE PROVISIONS ARE MADE FOR LOCATING AND INSTALLING HARDWARE TO COMPLY WITH INDICATED REQUIREMENTS.

B. DOOR AND FRAME PREPARATION: DOORS AND CORRESPONDING FRAMES

ARE TO BE PREPARED, REINFORCED AND PRE-WIRED (IF APPLICABLE) TO

RECEIVE THE INSTALLATION OF THE SPECIFIED ELECTRIFIED, MONITORING,

SIGNALING AND ACCESS CONTROL SYSTEM HARDWARE WITHOUT
ADDITIONAL IN-FIELD MODIFICATIONS.

1.7 WARRANTY
A. GENERAL WARRANTY: REFERENCE DIVISION 01, GENERAL REQUIREMENTS.

SPECIAL WARRANTIES SPECIFIED IN THIS ARTICLE SHALL NOT DEPRIVE

OWNER OF OTHER RIGHTS OWNER MAY HAVE UNDER OTHER PROVISIONS

OF THE CONTRACT DOCUMENTS AND SHALL BE IN ADDITION TO, AND RUN

CONCURRENT WITH, OTHER WARRANTIES MADE BY CONTRACTOR UNDER REQUIREMENTS OF THE CONTRACT DOCUMENTS.

B. WARRANTY PERIOD: WRITTEN WARRANTY, EXECUTED BY

MANUFACTURER(S), AGREEING TO REPAIR OR REPLACE COMPONENTS OF

STANDARD AND ELECTRIFIED DOOR HARDWARE THAT FAILS IN MATERIALS

OR WORKMANSHIP WITHIN SPECIFIED WARRANTY PERIOD AFTER FINAL -94-

ACCEPTANCE BY THE OWNER. FAILURES INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING:

1. STRUCTURAL FAILURES INCLUDING EXCESSIVE DEFLECTION, CRACKING, OR BREAKAGE.

2. FAULTY OPERATION OF THE HARDWARE.

3. DETERIORATION OF METALS, METAL FINISHES, AND OTHER MATERIALS BEYOND NORMAL WEATHERING.

4. ELECTRICAL COMPONENT DEFECTS AND FAILURES WITHIN THE SYSTEMS OPERATION.

C. STANDARD WARRANTY PERIOD: ONE YEAR FROM DATE OF SUBSTANTIAL COMPLETION, UNLESS OTHERWISE INDICATED.

D. SPECIAL WARRANTY PERIODS:

1. SEVEN YEARS FOR HEAVY DUTY CYLINDRICAL (BORED) LOCKS AND LATCHES.

2. TWENTY FIVE YEARS FOR MANUAL SURFACE DOOR CLOSER BODIES.

1.8 MAINTENANCE SERVICE
A. MAINTENANCE TOOLS AND INSTRUCTIONS: FURNISH A COMPLETE SET OF

SPECIALIZED TOOLS AND MAINTENANCE INSTRUCTIONS AS NEEDED FOR

OWNER'S CONTINUED ADJUSTMENT, MAINTENANCE, AND REMOVAL AND REPLACEMENT OF DOOR HARDWARE.

PART 2 - PRODUCTS

2.1 SCHEDULED DOOR HARDWARE
A. GENERAL: PROVIDE DOOR HARDWARE FOR EACH DOOR TO COMPLY WITH

REQUIREMENTS IN DOOR HARDWARE SETS AND EACH REFERENCED
SECTION THAT PRODUCTS ARE TO BE SUPPLIED UNDER.

B. DESIGNATIONS: REQUIREMENTS FOR QUANTITY, ITEM, SIZE, FINISH OR

COLOR, GRADE, FUNCTION, AND OTHER DISTINCTIVE QUALITIES OF EACH

TYPE OF DOOR HARDWARE ARE INDICATED IN THE DOOR HARDWARE SETS AT THE END OF PART 3. PRODUCTS ARE IDENTIFIED BY USING DOOR HARDWARE DESIGNATIONS, AS FOLLOWS:

1. NAMED MANUFACTURER'S PRODUCTS: PRODUCT DESIGNATION AND

MANUFACTURER ARE LISTED FOR EACH DOOR HARDWARE TYPE
REQUIRED FOR THE PURPOSE OF ESTABLISHING REQUIREMENTS.

MANUFACTURERS' NAMES ARE ABBREVIATED IN THE DOOR HARDWARE SCHEDULE.

C. SUBSTITUTIONS: REQUESTS FOR SUBSTITUTION AND PRODUCT APPROVAL

FOR INCLUSIVE MECHANICAL AND ELECTROMECHANICAL DOOR

HARDWARE IN COMPLIANCE WITH THE SPECIFICATIONS MUST BE

SUBMITTED IN WRITING AND IN ACCORDANCE WITH THE PROCEDURES AND TIME FRAMES OUTLINED IN DIVISION 01, SUBSTITUTION PROCEDURES.

APPROVAL OF REQUESTS IS AT THE DISCRETION OF THE ARCHITECT, OWNER, AND THEIR DESIGNATED CONSULTANTS.

2.2 HANGING DEVICES
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A. HINGES: ANSI/BHMA A156.1 CERTIFIED BUTT HINGES WITH NUMBER OF

HINGE KNUCKLES AND OTHER OPTIONS AS SPECIFIED IN THE DOOR HARDWARE SETS.

1. QUANTITY: PROVIDE THE FOLLOWING HINGE QUANTITY:
a. TWO HINGES: FOR DOORS WITH HEIGHTS UP TO 60 INCHES.
b. THREE HINGES: FOR DOORS WITH HEIGHTS 61 TO 90 INCHES. c. FOUR HINGES: FOR DOORS WITH HEIGHTS 91 TO 120 INCHES. d. FOR DOORS WITH HEIGHTS MORE THAN 120 INCHES, PROVIDE 4 HINGES, PLUS 1 HINGE FOR EVERY 30 INCHES OF DOOR HEIGHT GREATER THAN 120 INCHES.

2. HINGE SIZE: PROVIDE THE FOLLOWING, UNLESS OTHERWISE INDICATED,

WITH HINGE WIDTHS SIZED FOR DOOR THICKNESS AND CLEARANCES REQUIRED:
a. WIDTHS UP TO 3'0”: 4-1/2” STANDARD OR HEAVY WEIGHT AS SPECIFIED.
b. SIZES FROM 3'1” TO 4'0”: 5” STANDARD OR HEAVY WEIGHT AS SPECIFIED.

3. HINGE WEIGHT AND BASE MATERIAL: UNLESS OTHERWISE INDICATED, PROVIDE THE FOLLOWING:
a. EXTERIOR DOORS: HEAVY WEIGHT, NON-FERROUS, BALL BEARING

OR OIL IMPREGNATED BEARING HINGES UNLESS HARDWARE SETS
INDICATE STANDARD WEIGHT.
b. INTERIOR DOORS: STANDARD WEIGHT, STEEL, BALL BEARING OR OIL

IMPREGNATED BEARING HINGES UNLESS HARDWARE SETS INDICATE HEAVY WEIGHT.

4. HINGE OPTIONS: COMPLY WITH THE FOLLOWING:
a. NON-REMOVABLE PINS: PROVIDE SET SCREW IN HINGE BARREL

THAT, WHEN TIGHTENED INTO A GROOVE IN HINGE PIN, PREVENTS REMOVAL OF PIN WHILE DOOR IS CLOSED; FOR THE ALL OUT-
SWINGING LOCKABLE DOORS.

5. MANUFACTURERS:
a. MCKINNEY PRODUCTS; ASSA ABLOY ARCHITECTURAL DOOR
ACCESSORIES (MK).

2.3 DOOR OPERATING TRIM
A. DOOR PUSH PLATES AND PULLS: ANSI/BHMA A156.6 CERTIFIED DOOR

PUSHES AND PULLS OF TYPE AND DESIGN SPECIFIED IN THE HARDWARE SETS. COORDINATE AND PROVIDE PROPER WIDTH AND HEIGHT AS REQUIRED WHERE CONFLICTING HARDWARE DICTATES.

1. OFFSET PULL DESIGN: SIZE, SHAPE, AND MATERIAL AS INDICATED IN THE HARDWARE SETS. MINIMUM CLEARANCE OF 2 1/2-INCHES FROM FACE OF DOOR AND OFFSET OF 90 DEGREES UNLESS OTHERWISE INDICATED.

2. FASTENERS: PROVIDE MANUFACTURER'S DESIGNATED FASTENER TYPE AS INDICATED IN HARDWARE SETS.

3. MANUFACTURERS:
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a. ROCKWOOD PRODUCTS; ASSA ABLOY ARCHITECTURAL DOOR
ACCESSORIES (RO).

2.4 CYLINDERS AND KEYING
A. GENERAL: CYLINDER MANUFACTURER TO HAVE MINIMUM (10) YEARS

EXPERIENCE DESIGNING SECURED MASTER KEY SYSTEMS AND HAVE ON RECORD A PUBLISHED SECURITY KEYING SYSTEM POLICY.

B. SOURCE LIMITATIONS: OBTAIN EACH TYPE OF KEYED CYLINDER AND KEYS

FROM THE SAME SOURCE MANUFACTURER AS LOCKSETS AND EXIT
DEVICES, UNLESS OTHERWISE INDICATED.

1. MANUFACTURERS:
a. YALE LOCKS AND HARDWARE (YA).

C. CYLINDERS: ORIGINAL MANUFACTURER CYLINDERS COMPLYING WITH THE FOLLOWING:

1. MORTISE TYPE: THREADED CYLINDERS WITH RINGS AND CAMS TO SUIT HARDWARE APPLICATION.

2. RIM TYPE: CYLINDERS WITH BACK PLATE, FLAT-TYPE VERTICAL OR HORIZONTAL TAILPIECE, AND RAISED TRIM RING.

3. BORED-LOCK TYPE: CYLINDERS WITH TAILPIECES TO SUIT LOCKS.

4. MORTISE AND RIM CYLINDER COLLARS TO BE SOLID AND RECESSED TO

ALLOW THE CYLINDER FACE TO BE FLUSH AND BE FREE SPINNING WITH MATCHING FINISHES.

5. KEYWAY: MATCH FACILITY STANDARD.

D. PERMANENT CORES: MANUFACTURER'S STANDARD; FINISH FACE TO MATCH LOCKSET; COMPLYING WITH THE FOLLOWING:

1. INTERCHANGEABLE CORES: CORE INSERT, REMOVABLE BY USE OF A SPECIAL KEY; USABLE WITH OTHER MANUFACTURERS' CYLINDERS.

E. KEYING SYSTEM: EACH TYPE OF LOCK AND CYLINDERS TO BE FACTORY KEYED.

1. CONDUCT SPECIFIED "KEYING CONFERENCE" TO DEFINE AND DOCUMENT KEYING SYSTEM INSTRUCTIONS AND REQUIREMENTS.

2. FURNISH FACTORY CUT, NICKEL-SILVER LARGE BOW PERMANENTLY

INSCRIBED WITH A VISUAL KEY CONTROL NUMBER AS DIRECTED BY OWNER.

3. EXISTING SYSTEM: KEY LOCKS TO OWNER'S EXISTING SYSTEM.

F. KEY QUANTITY: PROVIDE THE FOLLOWING MINIMUM NUMBER OF KEYS:

1. CHANGE KEYS PER CYLINDER: TWO (2)

2. MASTER KEYS (PER MASTER KEY LEVEL/GROUP): FIVE (5).

3. CONSTRUCTION KEYS (WHERE REQUIRED): TEN (10).

4. CONSTRUCTION CONTROL KEYS (WHERE REQUIRED): TWO (2).

5. PERMANENT CONTROL KEYS (WHERE REQUIRED): TWO (2).

G.CONSTRUCTION KEYING: PROVIDE TEMPORARY KEYED CONSTRUCTION CORES.

H. KEY REGISTRATION LIST (BITTING LIST):

1. PROVIDE KEYING TRANSCRIPT LIST TO OWNER'S REPRESENTATIVE IN THE PROPER FORMAT FOR IMPORTING INTO KEY CONTROL SOFTWARE. -97-

2. PROVIDE TRANSCRIPT LIST IN WRITING OR ELECTRONIC FILE AS DIRECTED BY THE OWNER.

2.5 MECHANICAL LOCKS AND LATCHING DEVICES
A. CYLINDRICAL LOCKSETS, GRADE 1 (HEAVY DUTY): ANSI/BHMA A156.2, SERIES 4000, GRADE 1 CERTIFIED.

1. FURNISH WITH SOLID CAST LEVERS, STANDARD 2 3/4” BACKSET, AND 1/2" (3/4" AT RATED PAIRED OPENINGS) THROW BRASS OR STAINLESS STEEL LATCHBOLT.

2. LOCKS ARE TO BE NON-HANDED AND FULLY FIELD REVERSIBLE.

3. MANUFACTURERS:
a. YALE LOCKS AND HARDWARE (YA) 5400LN SERIES.

2.6 AUXILIARY LOCKS
A. NARROW CASE DEADLOCKS AND DEADLATCHES: ANSI/BHMA 156.13 SERIES 1000 GRADE 1 CERTIFIED NARROW CASE DEADLOCKS AND DEADLATCHES FOR SWINGING OR SLIDING DOOR APPLICATIONS. ALL FUNCTIONS SHALL BE MANUFACTURED IN A SINGLE SIZED CASE FORMED FROM 12 GAUGE

MINIMUM, CORROSION RESISTANT STEEL (OPTION FOR FULLY STAINLESS STEEL CASE AND COMPONENTS). PROVIDE MINIMUM 2 7/8" THROW LAMINATED STAINLESS STEEL BOLT. BOTTOM RAIL DEADLOCKS TO HAVE 3/8” DIAMETER BOLTS.

1. MANUFACTURERS:
a. ADAMS RITE MANUFACTURING (AD) - MS1850S / MS1950 SERIES.

2.7 LOCK AND LATCH STRIKES
A. STRIKES: PROVIDE MANUFACTURER'S STANDARD STRIKE WITH STRIKE BOX

FOR EACH LATCH OR LOCK BOLT, WITH CURVED LIP EXTENDED TO

PROTECT FRAME, FINISHED TO MATCH DOOR HARDWARE SET, UNLESS OTHERWISE INDICATED, AND AS FOLLOWS:

1. FLAT-LIP STRIKES: FOR LOCKS WITH THREE-PIECE ANTIFRICTION LATCHBOLTS, AS RECOMMENDED BY MANUFACTURER.

2. EXTRA-LONG-LIP STRIKES: FOR LOCKS USED ON FRAMES WITH APPLIED WOOD CASING TRIM.

3. ALUMINUM-FRAME STRIKE BOX: PROVIDE MANUFACTURER'S SPECIAL STRIKE BOX FABRICATED FOR ALUMINUM FRAMING.

4. DOUBLE-LIPPED STRIKES: FOR LOCKS AT DOUBLE ACTING DOORS.

FURNISH WITH RETRACTABLE STOP FOR RESCUE HARDWARE
APPLICATIONS.

B. STANDARDS: COMPLY WITH THE FOLLOWING:

1. STRIKES FOR MORTISE LOCKS AND LATCHES: BHMA A156.13.

2. STRIKES FOR BORED LOCKS AND LATCHES: BHMA A156.2.

3. STRIKES FOR AUXILIARY DEADLOCKS: BHMA A156.36.

4. DUSTPROOF STRIKES: BHMA A156.16.

2.8 DOOR CLOSERS
A. ALL DOOR CLOSERS SPECIFIED HEREIN SHALL MEET OR EXCEED THE FOLLOWING CRITERIA:
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1. GENERAL: DOOR CLOSERS TO BE FROM ONE MANUFACTURER,

MATCHING IN DESIGN AND STYLE, WITH THE SAME TYPE DOOR

PREPARATIONS AND TEMPLATES REGARDLESS OF APPLICATION OR SPRING SIZE. CLOSERS TO BE NON-HANDED WITH FULL SIZED COVERS

INCLUDING INSTALLATION AND ADJUSTING INFORMATION ON INSIDE OF COVER.

2. STANDARDS: CLOSERS TO COMPLY WITH UL-10C FOR POSITIVE PRESSURE FIRE TEST AND BE U.L. LISTED FOR USE OF FIRE RATED DOORS.

3. CYCLE TESTING: PROVIDE CLOSERS WHICH HAVE SURPASSED 15 MILLION CYCLES IN A TEST WITNESSED AND VERIFIED BY UL.

4. SIZE OF UNITS: COMPLY WITH MANUFACTURER'S WRITTEN

RECOMMENDATIONS FOR SIZING OF DOOR CLOSERS DEPENDING ON

SIZE OF DOOR, EXPOSURE TO WEATHER, AND ANTICIPATED FREQUENCY OF USE. WHERE CLOSERS ARE INDICATED FOR DOORS REQUIRED TO BE

ACCESSIBLE TO THE PHYSICALLY HANDICAPPED, PROVIDE UNITS COMPLYING WITH ANSI ICC/A117.1.

5. CLOSER ARMS: PROVIDE HEAVY DUTY, FORGED STEEL CLOSER ARMS UNLESS OTHERWISE INDICATED IN HARDWARE SETS.

6. CLOSERS SHALL NOT BE INSTALLED ON EXTERIOR OR CORRIDOR SIDE OF DOORS; WHERE POSSIBLE INSTALL CLOSERS ON DOOR FOR OPTIMUM AESTHETICS.

7. CLOSER ACCESSORIES: PROVIDE DOOR CLOSER ACCESSORIES

INCLUDING CUSTOM TEMPLATES, SPECIAL MOUNTING BRACKETS,
SPACERS AND DROP PLATES AS REQUIRED FOR PROPER INSTALLATION.

PROVIDE THROUGH-BOLT AND SECURITY TYPE FASTENERS AS
SPECIFIED IN THE HARDWARE SETS.

B. DOOR CLOSERS, SURFACE MOUNTED (HEAVY DUTY): ANSI/BHMA A156.4, GRADE 1 SURFACE MOUNTED, HEAVY DUTY DOOR CLOSERS WITH
COMPLETE SPRING POWER ADJUSTMENT, SIZES 1 THRU 6; AND FULLY

OPERATIONAL ADJUSTABLE ACCORDING TO DOOR SIZE, FREQUENCY OF USE, AND OPENING FORCE. CLOSERS TO BE RACK AND PINION TYPE, ONE

PIECE CAST IRON OR ALUMINUM ALLOY BODY CONSTRUCTION, WITH

ADJUSTABLE BACKCHECK AND SEPARATE NON-CRITICAL VALVES FOR CLOSING SWEEP AND LATCH SPEED CONTROL. PROVIDE NON-HANDED UNITS STANDARD.

1. MANUFACTURERS:
a. NORTON DOOR CONTROLS (NO) - 7500 SERIES.

2.9 ARCHITECTURAL TRIM
A. DOOR PROTECTIVE TRIM

1. GENERAL: DOOR PROTECTIVE TRIM UNITS TO BE OF TYPE AND DESIGN AS SPECIFIED BELOW OR IN THE HARDWARE SETS.

2. SIZE: FABRICATE PROTECTION PLATES (KICK, ARMOR, OR MOP) NOT MORE THAN 2" LESS THAN DOOR WIDTH (LDW) ON STOP SIDE OF SINGLE -99-

DOORS AND 1” LDW ON STOP SIDE OF PAIRS OF DOORS, AND NOT MORE THAN 1" LESS THAN DOOR WIDTH ON PULL SIDE. COORDINATE AND

PROVIDE PROPER WIDTH AND HEIGHT AS REQUIRED WHERE
CONFLICTING HARDWARE DICTATES. HEIGHT TO BE AS SPECIFIED IN THE HARDWARE SETS.

3. WHERE PLATES ARE APPLIED TO FIRE RATED DOORS WITH THE TOP OF THE PLATE MORE THAN 16” ABOVE THE BOTTOM OF THE DOOR, PROVIDE PLATES COMPLYING WITH NFPA 80. CONSULT MANUFACTURER'S

CATALOG AND TEMPLATE BOOK FOR SPECIFIC REQUIREMENTS FOR SIZE AND APPLICATIONS.

4. PROTECTION PLATES: ANSI/BHMA A156.6 CERTIFIED PROTECTION PLATES (KICK, ARMOR, OR MOP), FABRICATED FROM THE FOLLOWING:
a. STAINLESS STEEL: 300 GRADE, 050-INCH THICK.

5. OPTIONS AND FASTENERS: PROVIDE MANUFACTURER'S DESIGNATED FASTENER TYPE AS SPECIFIED IN THE HARDWARE SETS. PROVIDE COUNTERSUNK SCREW HOLES.

6. MANUFACTURERS: ROCKWOOD PRODUCTS; ASSA ABLOY
ARCHITECTURAL DOOR ACCESSORIES (RO).

2.10 DOOR STOPS AND HOLDERS
A. GENERAL: DOOR STOPS AND HOLDERS TO BE OF TYPE AND DESIGN AS SPECIFIED BELOW OR IN THE HARDWARE SETS.

B. DOOR STOPS AND BUMPERS: ANSI/BHMA A156.16, GRADE 1 CERTIFIED DOOR STOPS AND WALL BUMPERS. PROVIDE WALL BUMPERS, EITHER

CONVEX OR CONCAVE TYPES WITH ANCHORAGE AS INDICATED,

UNLESS FLOOR OR OTHER TYPES OF DOOR STOPS ARE SPECIFIED IN HARDWARE SETS. DO NOT MOUNT FLOOR STOPS WHERE THEY WILL IMPEDE TRAFFIC. WHERE FLOOR OR WALL BUMPERS ARE NOT
APPROPRIATE, PROVIDE OVERHEAD TYPE STOPS AND HOLDERS.

1. MANUFACTURERS:
a. ROCKWOOD PRODUCTS; ASSA ABLOY ARCHITECTURAL DOOR
ACCESSORIES (RO).

C. OVERHEAD DOOR STOPS AND HOLDERS: ANSI/BHMA A156.6, GRADE 1

CERTIFIED OVERHEAD STOPS AND HOLDERS TO BE SURFACE OR
CONCEALED TYPES AS INDICATED IN HARDWARE SETS. TRACK, SLIDE, ARM

AND JAMB BRACKET TO BE CONSTRUCTED OF EXTRUDED BRONZE AND SHOCK ABSORBER SPRING OF HEAVY TEMPERED STEEL. PROVIDE NON-

HANDED DESIGN WITH MOUNTING BRACKETS AS REQUIRED FOR PROPER OPERATION AND FUNCTION.

1. MANUFACTURERS:
a. RIXSON DOOR CONTROLS (RF).

2.11 ARCHITECTURAL SEALS
A. GENERAL: THRESHOLDS, WEATHERSTRIPPING, AND GASKET SEALS TO BE OF TYPE AND DESIGN AS SPECIFIED BELOW OR IN THE HARDWARE SETS. -100-

PROVIDE CONTINUOUS WEATHERSTRIP GASKETING ON EXTERIOR DOORS

AND PROVIDE SMOKE, LIGHT, OR SOUND GASKETING ON INTERIOR DOORS WHERE INDICATED. AT EXTERIOR APPLICATIONS PROVIDE NON-CORROSIVE FASTENERS AND ELSEWHERE WHERE INDICATED.

B. SMOKE LABELED GASKETING: ASSEMBLIES COMPLYING WITH NFPA 105

THAT ARE LISTED AND LABELED BY A TESTING AND INSPECTING AGENCY

ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION, FOR SMOKE

CONTROL RATINGS INDICATED, BASED ON TESTING ACCORDING TO UL 1784.

1. PROVIDE SMOKE LABELED PERIMETER GASKETING AT ALL SMOKE LABELED OPENINGS.

C. FIRE LABELED GASKETING: ASSEMBLIES COMPLYING WITH NFPA 80 THAT

ARE LISTED AND LABELED BY A TESTING AND INSPECTING AGENCY

ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION, FOR FIRE RATINGS INDICATED, BASED ON TESTING ACCORDING TO UL-10C.

1. PROVIDE INTUMESCENT SEALS AS INDICATED TO MEET UL10C STANDARD

FOR POSITIVE PRESSURE FIRE TESTS OF DOOR ASSEMBLIES, AND NPFA 252, STANDARD METHODS OF FIRE TESTS OF DOOR ASSEMBLIES.

D. SOUND-RATED GASKETING: ASSEMBLIES THAT ARE LISTED AND LABELED BY A TESTING AND INSPECTING AGENCY, FOR SOUND RATINGS INDICATED.

E. REPLACEABLE SEAL STRIPS: PROVIDE ONLY THOSE UNITS WHERE

RESILIENT OR FLEXIBLE SEAL STRIPS ARE EASILY REPLACEABLE AND READILY AVAILABLE FROM STOCKS MAINTAINED BY MANUFACTURER.

F. MANUFACTURERS:

1. PEMKO PRODUCTS; ASSA ABLOY ARCHITECTURAL DOOR ACCESSORIES (PE).

2.12 FABRICATION
A. FASTENERS: PROVIDE DOOR HARDWARE MANUFACTURED TO COMPLY

WITH PUBLISHED TEMPLATES GENERALLY PREPARED FOR MACHINE, WOOD, AND SHEET METAL SCREWS. PROVIDE SCREWS ACCORDING TO

MANUFACTURERS RECOGNIZED INSTALLATION STANDARDS FOR
APPLICATION INTENDED.

2.13 FINISHES
A. STANDARD: DESIGNATIONS USED IN THE HARDWARE SETS AND

ELSEWHERE INDICATE HARDWARE FINISHES COMPLYING WITH ANSI/BHMA A156.18, INCLUDING COORDINATION WITH TRADITIONAL U.S. FINISHES INDICATED BY CERTAIN MANUFACTURERS FOR THEIR PRODUCTS.

B. PROVIDE QUALITY OF FINISH, INCLUDING THICKNESS OF PLATING OR

COATING (IF ANY), COMPOSITION, HARDNESS, AND OTHER QUALITIES

COMPLYING WITH MANUFACTURER'S STANDARDS, BUT IN NO CASE LESS

THAN SPECIFIED BY REFERENCED STANDARDS FOR THE APPLICABLE UNITS

OF HARDWARE
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C. PROTECT MECHANICAL FINISHES ON EXPOSED SURFACES FROM DAMAGE

BY APPLYING A STRIPPABLE, TEMPORARY PROTECTIVE COVERING BEFORE SHIPPING.

PART 3 - EXECUTION

3.1 EXAMINATION
A. EXAMINE SCHEDULED OPENINGS, WITH INSTALLER PRESENT, FOR

COMPLIANCE WITH REQUIREMENTS FOR INSTALLATION TOLERANCES,

LABELED FIRE DOOR ASSEMBLY CONSTRUCTION, WALL AND FLOOR CONSTRUCTION, AND OTHER CONDITIONS AFFECTING PERFORMANCE.

B. NOTIFY ARCHITECT OF ANY DISCREPANCIES OR CONFLICTS BETWEEN THE DOOR SCHEDULE, DOOR TYPES, DRAWINGS AND SCHEDULED HARDWARE.

PROCEED ONLY AFTER SUCH DISCREPANCIES OR CONFLICTS HAVE BEEN RESOLVED IN WRITING.

3.2 PREPARATION
A. HOLLOW METAL DOORS AND FRAMES: COMPLY WITH ANSI/DHI A115 SERIES.

WOOD DOORS: COMPLY WITH ANSI/DHI A115-W SERIES.

3.3 INSTALLATION
A. INSTALL EACH ITEM OF MECHANICAL AND ELECTROMECHANICAL

HARDWARE AND ACCESS CONTROL EQUIPMENT TO COMPLY WITH

MANUFACTURER'S WRITTEN INSTRUCTIONS AND ACCORDING TO
SPECIFICATIONS.

1. INSTALLERS ARE TO BE TRAINED AND CERTIFIED BY THE MANUFACTURER

ON THE PROPER INSTALLATION AND ADJUSTMENT OF FIRE, LIFE SAFETY, AND SECURITY PRODUCTS INCLUDING: HANGING DEVICES; LOCKING DEVICES; CLOSING DEVICES; AND SEALS.

B. MOUNTING HEIGHTS: MOUNT DOOR HARDWARE UNITS AT HEIGHTS

INDICATED IN FOLLOWING APPLICABLE PUBLICATIONS, UNLESS

SPECIFICALLY INDICATED OR REQUIRED TO COMPLY WITH GOVERNING REGULATIONS:

1. STANDARD STEEL DOORS AND FRAMES: DHI'S "RECOMMENDED

LOCATIONS FOR ARCHITECTURAL HARDWARE FOR STANDARD STEEL DOORS AND FRAMES."

2. WOOD DOORS: DHI WDHS.3, "RECOMMENDED LOCATIONS FOR
ARCHITECTURAL HARDWARE FOR WOOD FLUSH DOORS."

3. WHERE INDICATED TO COMPLY WITH ACCESSIBILITY REQUIREMENTS, COMPLY WITH ANSI A117.1 "ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES."

4. PROVIDE BLOCKING IN DRYWALL PARTITIONS WHERE WALL STOPS OR OTHER WALL MOUNTED HARDWARE IS LOCATED.

C. RETROFITTING: INSTALL DOOR HARDWARE TO COMPLY WITH
MANUFACTURER'S PUBLISHED TEMPLATES AND WRITTEN INSTRUCTIONS.

WHERE CUTTING AND FITTING ARE REQUIRED TO INSTALL DOOR

HARDWARE ONTO OR INTO SURFACES THAT ARE LATER TO BE PAINTED OR -102-

FINISHED IN ANOTHER WAY, COORDINATE REMOVAL, STORAGE, AND

REINSTALLATION OF SURFACE PROTECTIVE TRIM UNITS WITH FINISHING WORK SPECIFIED IN DIVISION 9 SECTIONS. DO NOT INSTALL SURFACE-

MOUNTED ITEMS UNTIL FINISHES HAVE BEEN COMPLETED ON SUBSTRATES INVOLVED.

D. THRESHOLDS: SET THRESHOLDS FOR EXTERIOR AND ACOUSTICAL DOORS

IN FULL BED OF SEALANT COMPLYING WITH REQUIREMENTS SPECIFIED IN DIVISION 7 SECTION "JOINT SEALANTS."
E. STORAGE: PROVIDE A SECURE LOCK UP FOR HARDWARE DELIVERED TO THE PROJECT BUT NOT YET INSTALLED. CONTROL THE HANDLING AND

INSTALLATION OF HARDWARE ITEMS SO THAT THE COMPLETION OF THE

WORK WILL NOT BE DELAYED BY HARDWARE LOSSES BEFORE AND AFTER INSTALLATION.

3.4 FIELD QUALITY CONTROL
A. FIELD INSPECTION: SUPPLIER WILL PERFORM A FINAL INSPECTION OF

INSTALLED DOOR HARDWARE AND STATE IN REPORT WHETHER WORK

COMPLIES WITH OR DEVIATES FROM REQUIREMENTS, INCLUDING

WHETHER DOOR HARDWARE IS PROPERLY INSTALLED, OPERATING AND ADJUSTED.

3.5 ADJUSTING
A. INITIAL ADJUSTMENT: ADJUST AND CHECK EACH OPERATING ITEM OF DOOR

HARDWARE AND EACH DOOR TO ENSURE PROPER OPERATION OR
FUNCTION OF EVERY UNIT. REPLACE UNITS THAT CANNOT BE ADJUSTED TO OPERATE AS INTENDED. ADJUST DOOR CONTROL DEVICES TO

COMPENSATE FOR FINAL OPERATION OF HEATING AND VENTILATING

EQUIPMENT AND TO COMPLY WITH REFERENCED ACCESSIBILITY
REQUIREMENTS.

3.6 CLEANING AND PROTECTION
A. PROTECT ALL HARDWARE STORED ON CONSTRUCTION SITE IN A COVERED AND DRY PLACE. PROTECT EXPOSED HARDWARE INSTALLED ON DOORS DURING THE CONSTRUCTION PHASE. INSTALL ANY AND ALL HARDWARE AT THE LATEST POSSIBLE TIME FRAME.

B. CLEAN ADJACENT SURFACES SOILED BY DOOR HARDWARE INSTALLATION.

C. CLEAN OPERATING ITEMS AS NECESSARY TO RESTORE PROPER FINISH.

PROVIDE FINAL PROTECTION AND MAINTAIN CONDITIONS THAT ENSURE

DOOR HARDWARE IS WITHOUT DAMAGE OR DETERIORATION AT TIME OF OWNER OCCUPANCY.

3.7 DEMONSTRATION
A. INSTRUCT OWNER'S MAINTENANCE PERSONNEL TO ADJUST, OPERATE, AND MAINTAIN MECHANICAL AND ELECTROMECHANICAL DOOR HARDWARE.

3.8 DOOR HARDWARE SETS
A. THE HARDWARE SETS REPRESENT THE DESIGN INTENT AND DIRECTION OF THE OWNER AND ARCHITECT. THEY ARE A GUIDELINE ONLY AND SHOULD -103-

NOT BE CONSIDERED A DETAILED HARDWARE SCHEDULE. DISCREPANCIES,

CONFLICTING HARDWARE AND MISSING ITEMS SHOULD BE BROUGHT TO

THE ATTENTION OF THE ARCHITECT WITH CORRECTIONS MADE PRIOR TO THE BIDDING PROCESS. OMITTED ITEMS NOT INCLUDED IN A HARDWARE

SET SHOULD BE SCHEDULED WITH THE APPROPRIATE ADDITIONAL HARDWARE REQUIRED FOR PROPER APPLICATION AND FUNCTIONALITY.

B. MANUFACTURER'S ABBREVIATIONS:

1. MK - MCKINNEY

2. AD - ADAMS RITE

3. YA - YALE

4. RO - ROCKWOOD

5. RF - RIXSON

6. NO - NORTON

7. PE - PEMKO

HARDWARE SETS

SET: 1.0 DOORS: 100.1
DESCRIPTION: EXTERIOR ALUM PAIR

6 HINGE (HEAVY WEIGHT) T4A3786 NRP US26D
MK
1 THRESHOLD BOLT 4015 603
AD
1 HEADER BOLT 4016
AD
1 HEADER BOLT 4085 603
AD
1 MORTISE DEADLOCK MS1850S 628
AD
1 CYLINDER 2197 626 YA
2 DOOR PULL BF158 US32D RO
2 CONC OVERHEAD STOP 1-X36 630
RF
2 SURFACE CLOSER PR7500 689
NO
1 THRESHOLD 171A OR PER STILL DETAIL
PE
1 RAIN GUARD 346C (OMIT @ OVERHANG)
PE
-104-

2 SWEEP 18062CNB
PE

NOTES: WEATHERSTRIPPING AND ASTRAGAL BY ALUMINUM DOOR SUPPLIER

SET: 2.0 DOORS: 113.1, 113.2, 111.1
DESCRIPTION: WAITING ROOM, CORRIDOR, HALL

3 HINGE TA2714 US26D
MK
1 PASSAGE SET PB 5401LN 626
YA
1 SURFACE CLOSER 7500 689
NO
1 DOOR STOP 441H US26D
RO

SET: 3.0 DOORS: 104.1, 107.1
DESCRIPTION: STOREROOM, IT

3 HINGE TA2714 US26D
MK
1 STOREROOM LOCK PB 5405LN 1220 626
YA
1 DOOR STOP 441H US26D
RO

SET: 4.0 DOORS: 105.1, 106.1, 114.1, 115.1, 116.1, 117.1 DESCRIPTION: OFFICE

3 HINGE TA2714 US26D
MK
1 CYLINDRICAL LOCK PB 5408LN 1220 626
YA
(CLASSROOM)
1 DOOR STOP 441H US26D
RO

SET: 4.1 DOORS: 118.1
DESCRIPTION: CONFERENCE ROOM
-105-

3 HINGE TA2714 US26D
MK
1 CYLINDRICAL LOCK PB 5408LN 1220 626
YA
(CLASSROOM)
1 CONC OVERHEAD STOP 1-X36 630
RF

SET: 4.2 DOORS: 110.1, 108.1
DESCRIPTION: RESTROOMS
3 HINGE TA2714 US26D
MK
1 CYLINDRICAL LOCK PB 5408LN 1220 626
YA
(CLASSROOM)
1 SURFACE CLOSER 7500 689
NO
1 MOP PLATE K1050 6" HIGH BEVCSK US32D
RO
1 KICK PLATE K1050 10" HIGH BEVCSK US32D RO
1 WALL STOP 403 US26D
RO

SET: 5.0 DOORS: 109.1
DESCRIPTION: SHOWER
3 HINGE TA2714 US26D
MK
1 CYLINDRICAL LOCK (PRIVACY) PB 5402LN 626
YA
1 SURFACE CLOSER 7500 689
NO
1 MOP PLATE K1050 6" HIGH BEVCSK US32D
RO
1 KICK PLATE K1050 10" HIGH BEVCSK US32D RO
1 WALL STOP 403 US26D
RO

Set: 6.0 Doors: 118.2
3 Hinge (heavy weight) T4A3786 NRP US26D
MK
-106-

1 Mortise Deadlock MS1850S 628
AD
1 Cylinder 2197 626
YA
1 Door Pull BF158 US32D RO
1 Conc Overhead Stop 1-X36 630
RF
1 Surface Closer PR7500 689
NO
1 Threshold 171A or Per Still Detail
PE
1 Rain Guard 346C (omit @ overhang) PE
1 Sweep 18062CNB
PE
Notes: Weatherstripping by Aluminum Door Supplier
Set: 6.1 Doors: 119.1
3 Hinge (heavy weight) T4A3786 NRP US26D
MK
1 Storeroom Lock PB 5405LN 1220 626
YA
1 Conc Overhead Stop 1-X36 630
RF
1 Surface Closer PR7500689NO
1 Kick Plate K1050 10" high BEVCSK US32D
RO
1 Threshold 171A or Per Still Detail
PE
1 Rain Guard 346C (omit @ overhang) PE
1 Gasketing 2891APK
PE
1 Sweep 18062CNB
PE
END OF SECTION 087100

DIVISION 9 – FINISHES

ALL FINISHES ARE TO BE INSTALLED PER MANUFACTURER'S RECOMMENDED INSTALLATION INSTRUCTIONS. PROVIDE ALL WARRANTY & CARE
INSTRUCTIONS TO TENANT AS PART OF CLOSE OUT PACKAGE.

9.1. DRYWALL PARTITIONS:

-107-

A. THE GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ALL NEW

PARTITION, SOFFIT, AND CEILING CONSTRUCTION WHERE INDICATED ON THE DRAWINGS. NEW CONSTRUCTION SHALL MATCH THAT OF

EXISTING ADJACENT CONDITIONS, IF APPLICABLE, EXCEPT WHERE NOTED OTHERWISE ON THE DRAWINGS.

B. ALL NEW PARTITION CONSTRUCTION SHALL BE IN STRICT

ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND

SPECIFICATIONS, AND SHALL CONFORM TO BUILDING STANDARD
SPECIFICATIONS WHERE APPLICABLE.

C. THE GENERAL CONTRACTOR SHALL LOCATE AND DESIGNATE ALL

NEW AND REMAINING PARTITIONS AS NOTED ON THE DRAWINGS FOR

REVIEW BY ARCHITECT ON SITE PRIOR TO COMMENCEMENT OF
DEMOLITION OR NEW WORK.

D. PARTITIONS SHALL BE PLUMB AND DIMENSIONS SHALL BE WITHIN 1/8” IN 20’ - 0” ALONG LENGTH OF PARTITIONS. CONTRACTOR SHALL NOT ADJUST DIMENSIONS MARKED “CLEAR” OR “HOLD” WITHOUT REVIEW BY THE ARCHITECT.

E. PROVIDE WATER RESISTANT GYPSUM WALL BOARD AT TOILET ROOM PARTITIONS AND OTHER WET AREAS. PROVIDE TYPE “X” GYPSUM BOARD AT ALL OTHER LOCATIONS.

F. INSTALL GYPSUM WALL BOARD WITH LONG DIMENSIONS
PERPENDICULAR TO FRAMING.

G. NEW AND EXISTING GYPSUM WALL BOARD SHALL BE TAPED AND SANDED WITH NO VISIBLE JOINTS. SURFACES ARE TO BE FREE OF IMPERFECTIONS AND SHALL HAVE SMOOTH LEVEL 4 SURFACE READY TO RECEIVE SCHEDULED FINISH. WHERE DEEP TONE PAINT IS
SCHEDULED, SKIM COAT FULL SURFACE OF SUBSTRATE TO LEVEL 5 FINISH. REFERENCE USG STANDARDS.

H. ALL PENETRATIONS THROUGH FIRE RATED PARTITIONS TO BE PROPERLY FIRE STOPPED PER CODE.

9.2. CEILINGS SYSTEMS:

A. PATCH AND REPAIR: GENERAL CONTRACTOR TO PATCH AND REPAIR

EXISTING CEILING SYSTEM WHERE AFFECTED BY DEMOLITION OR NEW

CONSTRUCTION SO AS TO LEAVE NO EVIDENCE OF REMODELING
WORK.

9.3. TILE
A. MATERIAL AND APPLICATION SHALL COMPLY TO APPLICABLE SECTIONS OF TCA "HANDBOOK FOR CERAMIC TILE INSTALLATION." AND ITS REFERENCED STANDARDS.

B. GENERAL CONTRACTOR TO PROVIDE FULL SUBMITTAL INCLUDING BUT NOT LIMITED TO PRODUCT DATA, 6"X6" MATERIAL SAMPLES, GROUT OPTIONS AND LAYOUT DRAWINGS.

C. TILE SHALL MEET OR EXCEED THE FOLLOWING STANDARDS:
-108-

1. QUARRY AND CERAMIC TILE: ANSI 137.1

2. GRANITE: ASTM 615

3. MARBLE: ASTM C503

4. SLATE: ASTM C629

5. LIMESTONE: ASTM C568
D. PRODUCT APPLICATION:

1. TILE SHALL BE INSTALLED IN ACCORDANCE TO THE LATEST ADDITION OF TCA "HANDBOOK FOR CERAMIC TILE INSTALLATION" (U.O.N).

9.5 PAINTING AND DECORATING
A. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR

PROVIDING ALL MATERIALS AND LABOR AS NECESSARY TO PROVIDE

PAINTING AND DECORATING WORK AS SPECIFIED AND INDICATED ON THE DRAWINGS.

B. ALL WALLS, DRYWALL CEILINGS, DOORS, FRAMES AND

WOODWORK SHALL BE FREE FROM DEFECTS AND BE FILLED AND

SANDED SMOOTH PRIOR TO RECEIVING PAINTED AND/OR NATURAL FINISHES. NEW WORK SHALL BE PRIMED AND PAINTED WITH NOT LESS THAN ONE PRIME AND TWO FINISH COATS. PREVIOUSLY FINISHED WORK SHALL RECEIVE NOT LESS THAN TWO FINISH COATS.

C. GENERAL CONTRACTOR TO PROVIDE FULL SUBMITTAL INCLUDING BUT NOT LIMITED TO PRODUCT DATA AND1' X1' PAINT AND CONCRETE SEALER SAMPLES.

D. PAINTING SYSTEM CONSTRUCTION:

1. DRYWALL - 1ST COAT - BENJAMIN MOORE (BM) LATEX QUICK DRY PRIME SEALER II (201).
a. DRYWALL CEILINGS 2ND & 3RD COAT - "BM" REGAL WALL
SATIN LATEX FLAT (215). REFER TO FINISH OLAN FOR PAITN
COLORS.
b. DRYWALL WALLS 2ND AND 3RD COAT – “BM” REGAL
AQUAPEARL LATEX(310) OR EGGSHELL. REFER TO FINISH
PLAN FOR PAINT COLORS.
c. DRYWALL WALLS 2ND & 3RD COAT IN BATHROOMS,
KITCHENS, JANITOR CLOSETS, ETC. SEMI GLOSS FINISH.

REFER TO FINISH PLAN FOR PAINT COLORS.
d. OTHER FINISH COATS AS NOTED ON PLAN.
e. EXISTING CONSTRUCTION ONLY, 2ND & 3RD COAT AS
REQUIRED, OR NOTED.

2. MISCELLANEOUS WOOD TRIM - 1ST COAT - BENJAMIN MOORE ALKYD ENAMEL UNDERBODY (217).
a. 2ND & 3RD COAT - AS NOTED.
b. EXISTING CONSTRUCTION ONLY, 2ND & 3RD COAT AS
REQUIRED, OR NOTED.

3. MISCELLANEOUS METAL TRIM - 1ST COAT - BENJAMIN MOORE IRONCLAD RETARDO RUST INHIBITIVE PAINT (163).
-109-

a. 2ND & 3RD COAT - "BM" SATIN IMPERVO (235) OR ALKYD
DULAMEL (207) FOR SEMI-GLOSS FINISH.
b. OTHER FINISH COATS AS NOTED ON PLAN.
c. EXISTING CONSTRUCTION ONLY, 2ND & 3RD COAT AS
REQUIRED.

NOTE: IF OTHER PAINT MANUFACTURER IS USED, FOLLOW
SAME PRODUCT SPECIFICATIONS AS SHOWN FOR "BM".

E. UNLESS OTHERWISE NOTED, PREPARE AND PAINT ALL

EXPOSED ITEMS INCLUDING COLUMNS, PANEL BOXES,
CONDUIT, SURFACE RACEWAYS, DRAPERY POCKETS, ETC.

NOT PRE-FINISHED TO MATCH ADJACENT PARTITION OR
CEILING COLOR.

F. FINISH VERTICAL EDGES OF PAINT GRADE DOORS TO
MATCH FACES. SEAL TOP AND BOTTOM EDGES.

G. PAINT ASTRAGALS AT FIRE RATED DOORS TO MATCH
DOOR.

H. ALL SHOP PAINTED WOOD DOORS TO BE PAINTED TO
AWI-OP4 SPECIFICATION FOR SOLID COLORS AND AWI TO
VIF-4 FOR CLEAR FINISHES.

DIVISION 10 - SPECIALTIES

10.1 ALL LOCKERS AN TOILET PARTITIONS TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.

10.2 SUBMITTALS: GENERAL CONTRACTOR TO PROVIDE FULL SUBMITTAL

INCLUDING BUT NOT LIMITED TO PRODUCT DATA, MATERIAL SAMPLES AND

SHOP DRAWINGS

DIVISION 11 – EQUIPMENT
(NOT USED)

DIVISION 12 – FURNISHINGS
(NOT USED)

DIVISION 13 - SPECIAL CONSTRUCTION
(NOT USED)
DIVISION 14 - CONVEYING SYSTEM
(NOT USED)

DIVISION 15 - MECHANICAL & DIVISION 16 - ELECTRICAL

16.1 SUBMITTALS: GENERAL CONTRACTOR TO PROVIDE A FULL SUBMITTAL

INCLUDING BUT NOT LIMITED TO PRODUCT DATA, SHOP DRAWINGS, AND CALCULATIONS.

-110-

LCEQUIPMENT NO.CEILING HEIGHTELEVATION NO. (TYPICAL)SHEET NO.ELEVATION NO.SHEET NO.2A3.2SHEET NO.DETAIL NO.AREA REFERENCEA9.2521.8REFERENCE NO.ROOM NO.REFERENCE LETTERROOM NO.34.BWORK POINT ORCONTROL POINTCEILING HEIGHTOR EQUIPMENTINTERIOR ELEVATIONEXTERIOR ELEVATIONDETAILDOOR SYMBOLWINDOW SYMBOLBUILDING GRID LINES4A4.4LIVINGROOM1.2PAINT NO. (TYPICAL)NORTH ARROW6'-4"DIMENSION STRINGINTERIOR FINISHSHEET NO.SECTION NO.SECTIONFLOOR LEVELROOM NO.ROOM NAMEROOM LABELTHE SHADEDPORTION IS THESIDE CONSIDEREDSHEET NO.MATCH LINE(CLOUD AROUNDREVISION OPTIONAL)REVISION CLOUD3REVISION NO.Verify in FieldV.I.F.EastEEJELEAELECExpansion JointElectricalElevationEachA1.021ATRU E

N
O
R
T
H

ARCHITECTURAL NORTH
42311238'-0"A6.101234SOILCONCRETE MASONRY UNIT2X4 WOOD FRAMING2X6 WOOD FRAMINGGRAVELBATT INSULATIONCONCRETESolid CoreSouthSimilarSheetShowerSectionShelfScheduleSeparation, SeparateSquareStandardStorageSteelSwitchSystemSuspendedStructuralSymmetricalStainless SteelService SinkSlidingSpecificationSWSYMSYSS.SK.STDSTLSTORSUSPSTRUCTSIMSHTS.S.SLDGSPECSQS.C.SHRSEPSECTSCHEDSHSTelephoneTop of CurbTowel BarTop of SlabToiletThresholdTerrazzoToilet Paper DispenserTop of PavementTop of SteelTempered, TemperatureTongue & GrooveTop of DrainThick, ThicknessTypicalUnfinishedTop of WallUrinalVestibuleVolumeWestVerticalUnless Otherwise NotedTelevisionVESTVOLWT.O.W.TYPUNFVERTU.O.N.URT.S.T.O.P.TVTOILT.O.S.T.P.D.T.O.C.T.O.D.TERTELTHKTEMPTHRT.B.T&GTreadTLaminateLavatoryLouverLockerLeft HandLightLineal FootLAMLTLVRLAVL.H.L.F.L.R.LKRMetalMembraneMechanicalMaximumMirrorMullionMountedMinimumManholeM.R.MULMTDM.O.MFRMETMIRMINMISCMHM.B.MAXMECHMEMBMaterialMATLEQE.O.S.ELEVENCLEMEREqualElevationEnclosureEdge of SlabEmergencyEXPEXTEXPOE.W.C.E.W.EXSTExpansionExteriorExposedEach WayExistingF.A.F.E.F.E.C.F.D.FDNFire AlarmFloor DrainFire Extinguisher CabFire ExtinguisherFoundationElectric Water CoolerEQUIPEquipmentNumberNo ScaleNominalNorthOverallObscureOn CenterOverNOOBSCO.C.O.D.N.S.OAN.T.S.NOMO/N.I.C.NOverhangOpeningOppositeOverheadOfficePlumbingPiecePlateP.L.PLAMPLMGOPPOPNGOVHDP.D.PCPLOFFO.H.O.F.D.FLRFLUORF.O.F.F.O.C.FINFLASHFloorFinishFlashingFTGFRFSFTFPRFF.O.S.FootingFoot, FeetFireproofFrameFull SizeF.O.M.Face of StudFace of MasonryFluorescentFace of FinishFace of ConcreteG.I.GAGALVG.B.FUTGaugeGrab BarFutureHighGRGYPHGNDGradeGypsumGroundGLGalvanized IronGlass, GlazingGalvanizedFURRFurring, FurredFire Hose CabinetF.H.C.F.G.Finish GradePlanter DrainPlastic LaminateProperty LineOverflow DrainOutside DiameterNot to ScaleMoisture ResistantMasonry OpeningMiscellaneousManufactureNot in ContractLiving RoomMachine BallWithoutWaterproofWoodWeightWainscotWet StandpipeWaterproof MembraneWater ClosetWater HeaterW.C.WDWPMW.S.P.WSCTWTWPW/OW.H.PaintPartitionPlywoodPairReferenceRoof DrainRadiusRiserQuarry TilePTR.D.REFPTNQ.T.P.T.D.RADRPLYWDPRRevisedRoofingRight HandRequiredResilientRedwoodRoomREVRFGR.O.RWDRMR.H.REQREINFRESILREFRHorizontalHourHardwareHardwoodHORIZHRHDWRH.M.HDWDH.C.HCPI.D.HVACH.W.Hot WaterHTHeightInside Diameterand Air ConditioningHeating, VentilationHollow CoreHollow MetalHandicappedINSULINTJANJSTJTInsulationInteriorJanitorJoistJointKITKitchenINCLIncludingRough OpeningPaper Towel DispenserReinforced or ReinforcingRefrigeratorHose BibH.B.W/WithPlasterPLASAngleAnd@&<NumberExisting(E)#AtACTA.F.F.ADJA.C.A/CACOUSAsphaltANODASPHA.P.ARCHALUMAPPROXALTABAnodizedArchitecturalApproximateAccess PanelAcoustical TileAbove Finish FloorAlter or AlternateAluminumAcousticalAdjustableAnchor BoltPerpendicularAsphaltic ConcreteAir ConditioningCenterlineDiameter or RoundBlockBuildingBoardBLKBLKGBLDGBDBITUMCabinetBottomBSMTCABB.U.R.BOTBRBMBeamClosetCeilingCementCERCLOC.I.CLGC.B.CEMCounterColumnCNTRCONNCOLCONCCONDC.M.U.CLRClearCARPCarpetBasementCondition or CondenserConnectionConcreteCeramicConcrete Masonry UnitCast IronCatch BasinBuilt Up RoofingBedroomBlockingBituminousCenterCTRCTSKC.T.CORRCONTCONTRDetailDoubleD.F.DIADDETDBLC.W.DoorDownDISPDRD.S.P.DSD.O.DNDrawerDWRDWGDIMDrawingDispenserDry StandpipeDoor OpeningDownspoutDeep, DepthDrinking FountainDiameterDimensionContractorCold WaterCountersunkCeramic TileCorridorContinuousCONSTConstructionSCALE19N/ASYMBOLSSCALE8NONEABBREVIATIONSSCALE9N/APROJECT INFORMATIONSCALE11N/ASHEET GRID SYSTEMSCALE5N/APROJECT DIRECTORYSCALE6N/ASCALE4NONEVICINITY MAP1234567910131411158121617181920ALL DRAWINGS AND DETAILS ARE IDENTIFIED BY THE GRIDNUMBER IN THE LOWER RIGHT HAND CORNER. ALL NUMBER LOCATIONS CONFORM TO THIS GRID SYSTEM.ARCHITECTURALA0.01 Title SheetA0.02 General Notes and SpecificationsA0.03 Green Building, General Notes andSpecifications Cont.A0.04 Accessibility Notes and DetailsA0.05 Life Safety / Occupancy PlanA1.01 Site and Roof Demolition PlanA1.02 Site and Roof PlanA1.03 Enlarged Site PlanA2.01 Floor Demolition PlanA2.02 Floor Plan Door and Window ScheduleA2.03 Data and Power DiagramA2.04 Reflected Ceiling PlanA2.05 Finish Floor PlanA3.01 Exterior ElevationsA4.01 SectionsA5.01 Enlarged Floor PlanA6.01 Interior ElevationsA6.02 Interior ElevationsA6.03 Interior ElevationsA6.04 Interior ElevationsA6.05 Interior ElevationsA9.01 DetailsA9.02 OMITTEDA9.03 DetailsA9.04 DetailsA9.05 DetailsCIVILC1.0 Title Sheet and DetailsC2.0 Site Demolition PlanC3.0 Finish Grading PlanC4.0 Site Utilities PlanC5.0 Erosion Control PlanSTRUCTURALS-0.1Structural General NotesS-1.0 Typical Concrete DetailsS-2.1 Foundation PlanS-2.2 Roof Framing PlanS-3.0 Structural DetailsMECHANICALM-0.1 Mechanical General Notes, Symbols, Legends and Sheet IndexM-0.2 Mechanical SchedulesM-2.1A Mechanical Floor PlanM-2.1BMechanical Floor Piping PlanM-5.1 Mechanical Details - Sheet OneM-5.2 Mechanical Details - Sheet TwoEN-1 Title 24 Compliance Forms - SheetOneEN-2 Title 24 Compliance Forms - SheetTwo(APN: 7109-009-905)9944 Flora Vista St.Bellflower CA, 90706-Remodeling of existing maintenance bays and locker room into offices,reception and ADA compliant employee room, shower and bathrooms.-400 square foot addition receptionist area and waiting roon.M R 21-15-16 Land desc in doc 1376082,092810 por of lots 11 and12 BLK 15M-1 (Light Industrial)Public Works maintenance yardPublic Works offices114,000 sq.ft. approx.10'-0" for M-1 District15'-0" assumed for adjacency to R3-SCH0'-0" for M-1 District0'-0" for M-1 District.18<50%4,390sq.ft. approx.PROJECT ADDRESS:SCOPE OF WORK:LEGAL DESCRIPTION:ZONING:CURRENT USE OF BUILDING:PROPOSED USE OF BUILDING:EXISTING SITE AREA:FRONT YARD SETBACK:SIDE YARD SETBACK:REAR YARD SETBACK:FLOOR AREA RATIO (FAR):LOT COVERAGE:EXISTING LANDSCAPED AREA:ARCHITECT:pretty smartDaniella Carter2730 e 4th stLong Beach, CA 90814562.343.2491 fax/ofc.CIVIL ENGINEER:Breen EngineeringContact: Joshua P. Sowa1983 West 190th Street, Suite 200Torrance, CA 90504310.464.8404 tele310.464.8408 faxKEY SITE PLANFIRE ALARMFIRE SPRINKLERS / FIRE SUPPRESSIONMECHANICALELECTRICALPLUMBINGFLAG POLE RELOCATIONOWNER:City of BellflowerPublic Works Office RenovationContact: Len Gorecki, Director of Public Works9944 Flora Vista St.Bellflower CA, 90706ELECTRICAL ENGINEER:Breen EngineeringContact: Desmond Mahony1983 West 190th Street, Suite 200Torrance, CA 90504310.464.8404 tele310.464.8408 faxMECHANICAL ENGINEER:Breen EngineeringContact: Duane Sung1983 West 190th Street, Suite 200Torrance, CA 90504310.464.8404 tele310.464.8408 faxPLUMBING ENGINEER:Breen EngineeringContact: Duane Sung1983 West 190th Street, Suite 200Torrance, CA 90504310.464.8404 tele310.464.8408 faxSTRUCTURAL ENGINEER:Breen EngineeringContact: David C. Lee1983 West 190th Street, Suite 200Torrance, CA 90504310.464.8404 tele310.464.8408 faxSCALE3N/ADRAWING INDEXCODESAPPLICABLE CODES2019 California Building Code (CBC)2019 California Mechanical Code (CMC)2019 California Plumbing Code (CPC)2019 California Electrical Code (CEC)2019 California Energy Code2019 California Green Building Standards Code (CGBS)2019 California Fire Code (CFC)City of Bellflower Regulations and OrdinancesSCALE12N/AMATERIALSSCALE16N/ASEPARATE PERMITSSCALE20N/ANORTHTRUEARCHITECTURAL NORTH

NORTHTRUEARCHITECTURAL

NORTH SCOPE OF WORKPORTION OF THE SITENOT IN CONTRACTLCFLORA VISTA STREET SITENOPARKING9944 FLORA VISTA STAREA OF REMODEL (3,345 SF)AREA OF ADDITION (400 SF)SCOPE OF WORK200'-0"570'-0"20'-0"PROPERTY LINE ADJACENT TO SCHPROPERTY LINE ADJACENT TO RAILROAD AND BIKE TRAIL 200'-0"PROPERTY LINE ADJACENT TO M-14,485sq.ft. approx.3,345sq.ft. approx.400sq.ft. approx.Type V - BB & S-2single storyyes, fire protection deferred approval underseparate permit3 stalls in (e) front yard95 stalls inside closed perimeter98 stalls total1 ADA stall in renovated front yard1 public stall in renovated front yard8 stalls inside closed perimeter to beassigned to new office spaces87 remaining stalls inside closed perimeter97 stalls totalPROPOSED LANDSCAPED AREA:AREA OF REMODEL:AREA OF ADDITION:CONSTRUCTION TYPE:OCCUPANCY:STORIES:SPRINKLERED:EXISTING PARKING:PROVIDED PARKING:(E) PARKINGASSIGNEDTO NEW OFFICES(8 stalls)PORTION OF (E) BUILDING

NOT IN CONTRACT
(E) BUILDINGNOT INCONTRACT(E) BUILDING
NOT IN

CONTRACT
(E) BUILDING

NOT IN CONTRACT(E) BUILDING

NOT IN CONTRACT
(E) BUILDING
NOT IN

CONTRACT
(E) BUILDING
NOT IN

CONTRACTPLYWOOD
SCALE1N/AAPPROVALAPPROVED BY:____________________________________________________________LEN GORECKIDATEDIRECTOR OF PUBLIC WORKS_____________________________________________________________JAMIE BRUCCOLERIDATEBUILDING OFFICIAL / PLAN EXAMINERLISTING REQUIRED PARKING PER CITY BUILDING RECORDS. BUILDINGTOTAL 15,770 SQ FT PLUS 400 SQ FT ADDITION =16,170 SQ FTREQUIRED 1 PARKING FOR EVERY 500 SQ FT.16,170/500= 32.34 (33) PARKING REQUIREDREQUIRED: 33 PARKING SPACES ACTUALPROVIDED: 97 TOTALELECTRICALE-0.1 Electrical General Notes, Symbols,Legends and Sheet IndexE-1.0 Electrical Site PlanE-2.1 Electrical Demo and Power FloorPlanE-2.2 Electrical Lighting and PhotometricFloor PlanE-2.3 Electrical Roof and Mechanical Unit Floor PlanE-4.1 Electrical Single Line DiagramE-5.1 Electrical DetailsEN-3Title 24 Compliance Forms - SheetThreeEN-4Title 24 Compliance Forms - SheetFourPLUMBINGP-0.1 General Notes, Symbols, Legendsand Sheet IndexP-0.2 Plumbing Schedules & CalculationsP-1.0 Plumbing Site PlanP-2.1 Plumbing Waste and Vent PipingPlansP-2.2 Plumbing Water and Gas PipingPlansP-4.1 Plumbing Riser DiagramP-5.1 Plumbing Details1111-111-

GENERAL NOTES AND SPECIFICATIONSDIVISION 1 - GENERAL CONDITIONS, CONT.1.2THESE GENERAL CONDITIONS SHALL APPLY TO ALL WORK SHOWNHEREIN, AND SHALL EXTEND TO ANY CHANGES, EXTRAS, OR ADDITIONSAGREED TO DURING THE COURSE OF WORK.1.3THE AIA STANDARD DOCUMENT A201 ENTITLED "GENERALCONDITIONS OF THE CONTRACT FOR CONSTRUCTION" IS MADE PART OF THEGENERAL CONDITIONS.1.4USE OF DRAWINGS:DO NOT SCALE DRAWINGS, DIMENSIONS SHALL GOVERN. LARGESCALE DETAILS SHALL GOVERN OVER PLANS AND ELEVATIONS. DIMENSIONSARE FROM FACE OF FINISH TO FACE OF FINISH UNLESS OTHERWISE NOTED.1.5CONSTRUCTION SCHEDULE:WITHIN ONE WEEK OF THE AWARD OF THE CONTRACT THE GENERALCONTRACTOR SHALL SUBMIT A DETAILED CONSTRUCTION SCHEDULE TO THEARCHITECT FOR REVIEW. SCHEDULE SHALL INCLUDE THE ORDER ANDANTICIPATED DELIVERY DATES OF ALL LONG LEAD TIME MATERIALS.CONTRACTOR SHALL UPDATE THE SCHEDULE NO LESS THAN WEEKLYTHROUGHOUT THE COURSE OF CONSTRUCTION.1.6CONSTRUCTION MEETINGS:CONTRACTORS SHALL BE RESPONSIBLE FOR KEEPING DETAILEDWEEKLY MINUTES OF CONSTRUCTION MEETINGS.1.7SITE VISITS:BIDDERS ARE INSTRUCTED TO VISIT AND INSPECT THE PREMISESPRIOR TO SUBMITTING THEIR PROPOSALS AND TO FAMILIARIZE THEMSELVESWITH THE CONDITIONS UNDER WHICH THE WORK WILL BE PERFORMED. NOSUBSEQUENT EXTRAS OR ADDITIONS WILL BE ALLOWED ON ANY CLAIM FORLACK OF KNOWLEDGE OF CONDITIONS OR CIRCUMSTANCES ABOUT WHICHTHE BIDDER COULD HAVE INFORMED HIMSELF.1.8LIMITATIONS AND EXCLUSIONS:BIDDER SHALL MAKE KNOWN TO ARCHITECT ANY LIMITATIONS,EXCLUSIONS, OR MODIFICATIONS TO THE PROJECT DURING THE BID PERIODOF THE PROJECT. ALL LIMITATIONS, EXCLUSIONS, OR MODIFICATIONS SHALLBE ITEMIZED IN THE BID PROPOSAL, OR THEY WILL BE PRESUMED INCLUDED;IN WHICH CASE NO ADDITIONAL MONIES WILL BE ALLOCATED.1.9INSURANCE:ALL CONTRACTORS INVOLVED IN THIS PROJECT SHALL CARRYPROPERTY DAMAGE AND PUBLIC LIABILITY INSURANCE AS REQUIRED BYGOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE PROJECT ANDSHALL COMPLY WITH STATUTORY REQUIREMENTS FOR DISABILITY ANDWORKMEN'S COMPENSATION. CONTRACTORS SHALL COMPLY WITH ALLRULES AND REGULATIONS DICTATED BY THE LANDLORD. INSURANCE SHALLPROTECT LANDLORD, TENANT, ARCHITECT AND ANY OTHER ENTITIESREQUESTED TO BE FREE FROM LIABILITY DUE TO CONTRACTOR'SNEGLIGENCE. A PROPERLY EXECUTED CERTIFICATE OF INSURANCE, AIADOCUMENT #G705, SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO THECOMMENCEMENT OF ANY WORK.1.10SUBMITTALS AND SHOP DRAWINGS:A. THE GENERAL CONTRACTOR SHALL SUBMIT THREE (3) SAMPLESAND / OR SCHEDULES OF EACH OF THE VARIOUS MATERIALS, HARDWARE,EQUIPMENT, AND FINISHES TO ARCHITECT FOR REVIEW AND COMMENT.SUBMITTALS INCLUDE, BUT ARE NOT LIMITED TO, DOORS, WINDOWS,HARDWARE, LIGHTING, PLUMBING, ELECTRICAL, MECHANICAL, FINISHES, ANDSPECIALTY EQUIPMENT.B. THE GENERAL CONTRACTOR SHALL SUBMIT TO ARCHITECT FORREVIEW AND COMMENT THREE (3) PRINTS OF ALL FABRICATION, ERECTION,OR INSTALLATION SHOP DRAWINGS. SHOP DRAWINGS INCLUDE, BUT ARE NOTLIMITED TO, MILLWORK, STRUCTURAL, LIFE SAFETY, WINDOWS, AND HVAC.C. CONTRACTORS SHALL NOT COMMENCE ANY PORTION OF THEWORK REQUIRING SUBMISSION OF A SHOP DRAWINGS, PRODUCT DATUM, ORSAMPLE UNTIL THE SUBMITTAL HAS BEEN REVIEWED BY THE ARCHITECTAND / OR THE APPROPRIATE CONSULTANT. ARCHITECT SHALL HAVE FIVE (5)BUSINESS DAYS PER REVIEW. INCOMPLETE SUBMITTALS WILL DELAYREVIEW. DOORS, HARDWARE, AND FRAMES ARE CONSIDERED A SINGLEREVIEW PACKAGE.1.16CUTTING AND DRILLING:CUTTING, CHASING, DRILLING OR DEMOLITION OF WALLS, SLABS,ETC. REQUIRING THE USE OF JACK HAMMERS OR OTHER HEAVY HAND ORPOWER TOOLS SHALL BE PERFORMED OUTSIDE REGULAR BUSINESS HOURSON AN OVERTIME BASIS UNLESS THE LANDLORD AND ANY AFFECTEDTENANT EXPRESSLY PERMIT IT.1.17HAZARDOUS MATERIALSREPORT ANY HAZARDOUS MATERIALS TO THE LANDLORD ANDARCHITECT IMMEDIATELY.1.18CLEAN-UPTHE GENERAL CONTRACTOR SHALL AT ALL TIMES KEEP THEPREMISES FREE OF ACCUMULATION OF WASTE MATERIALS OR RUBBISHCAUSED BY HIS OPERATIONS OR BY THOSE OF OTHER CONTRACTORSUNDER SEPARATE CONTRACT. CONTRACTOR SHALL CONFINE HISOPERATIONS FOR REMOVAL TO SUCH METHODS AS MAY BE AGREEABLEWITH THE LANDLORD. PREMISES TO BE SWEPT CLEAN ON A DAILY BASIS.1.19PUNCH-LIST:UPON COMPLETION OF THE WORK THE GENERAL CONTRACTORSHALL NOTIFY ARCHITECT TO PREPARE A "PUNCH-LIST" OF CORRECTIONSAND UNSATISFACTORY AND/OR INCOMPLETE WORK. RELEASE OF FINALPAYMENT WILL BE CONTINGENT ON THE COMPLETION OF THESE ITEMSUNDER THE TERMS OF THE OWNER-CONTRACTOR AGREEMENT.1.20GUARANTEE:ALL WORK AND MATERIALS SHALL BE GUARANTEED AGAINSTDEFECTS IN DESIGN, WORKMANSHIP AND MATERIALS FOR A PERIOD OF ATLEAST (1) ONE YEAR FROM DATE OF FINAL ACCEPTANCE AND PAYMENT.ALL DEFECTS OCCURRING IN THE GUARANTEE PERIOD SHALL BECORRECTED AT NO COST TO THE TENANT.1.21AS BUILT DRAWINGS:DURING THE COURSE OF CONSTRUCTION, ACTUAL LOCATIONS OFALL RUNS OF MECHANICAL AND ELECTRICAL WORK SHALL BE INDICATED TOSCALE IN RED INK ON THE DRAWINGS, INCLUDING CONCEALED DEVIATIONSFROM THE DRAWINGS. UPON COMPLETION OF THE PROJECT, INCLUDINGTHE PUNCH-LIST, THIS DRAWING SET SHALL BE TRANSFERRED TOELECTRONIC CAD DRAWINGS. THE CAD DRAWINGS SHALL BE MARKED "ASBUILT SET" AND RETURNED TO ARCHITECT AND TENANT ON COMPACTDISK. THE ARCHITECT SHALL, WITHIN FIVE WORKING DAYS OF THE RECEIPTOF THIS SET, GRANT APPROVAL FOR FINAL PAYMENT TO THECONTRACTOR OR SHOW REASONABLE CAUSE WHY SUCH APPROVAL ISDENIED.1.22SUBSTANTIAL COMPLETIONTHE FOLLOWING ARE REQUIRED FOR SUBSTANTIAL COMPLETION:A. FINAL CLEANING BY A PROFESSIONAL SERVICEB. AS-BUILT DRAWINGS ON COMPACT DISKC. A BINDER WITH OPERATION, MAINTENANCE DATA, ANDWARRANTIES FOR ALL INSTALLED SYSTEMS.D. SPECIFIED QUANTITIES OF MAINTENANCE AND OVERSTOCK MATERIALSE. HVAC BALANCE REPORTDIVISION 2 - DEMOLITION2.1DESCRIPTION OF WORKPERFORM ALL WORK OF A DEMOLITION NATURE THAT MAY BEREQUIRED OR NECESSARY TO A FULL AND COMPLETE EXECUTION OF THEWORK, WHETHER OR NOT SHOWN OR SPECIFIED. EXACT EXTENT OFDEMOLITION MAY NOT BE FULLY INDICATED BY THE DRAWINGS.2.2SALVAGED COMPONENTS:A. WHERE SHOWN ON DRAWINGS, SALVAGE CONSTRUCTIONMATERIALS AND EQUIPMENT (E.G., LIGHT FIXTURES, DOORS, FRAMES,HARDWARE, ETC.) SUITABLE FOR REUSE. SALVAGED COMPONENTS SHALLBE CLEANED AND REPAIRED BEFORE REUSING.B. COORDINATE SALVAGE AND STORAGE OF BUILDING STANDARDCONSTRUCTION MATERIALS AND EQUIPMENT NOT NECESSARY FOR NEWTENANT CONSTRUCTION WITH LANDLORD.2.3PATCH AND REPAIR:A. EXISTING CONSTRUCTION WHERE AFFECTED BY DEMOLITIONWORK SHALL BE PROPERLY REMEMBERED, ALIGNED, AND REPAIRED TOLEAVE NO EVIDENCE OF REMODELING WORK. AREAS AFFECTED OUTSIDEOF TENANT SPACE BY DEMOLITION AND NEW CONSTRUCTION TO BEREPAIRED SO AS TO LEAVE NO EVIDENCE OF DAMAGE. INTEGRITY OF NON-TENANT SPACE TO BE MAINTAINED.DIVISION 8 - DOOR, WINDOWS AND GLASS:8.1A. THE GENERAL CONTRACTOR SHALL FURNISH AND INSTALL DOORS,FRAMES AND HARDWARE WHERE SPECIFIED AND DETAILED ON THE DRAWINGS.NEW MATERIALS AND INSTALLATION OF SAME SHALL MATCH EXISTING WORKEXCEPT WHERE OTHERWISE NOTED.B. HARDWARE SHALL MATCH EXISTING EXCEPT WHERE SPECIFIEDOTHERWISE ON DRAWINGS. CONTRACTOR TO SUBMIT A FINISH HARDWARESCHEDULE FOR ARCHITECT'S REVIEW AND APPROVAL PRIOR TO ORDERINGMATERIALS.C. PROVIDE ¼” MAXIMUM UNDERCUT AT ALL NEW DOORS.D. GENERAL CONTRACTOR TO PROVIDE A FULL SUBMITTALINCLUDING BUT NOT LIMITED TO PRODUCT DATA ANDHARDWARE SELECTION.GREEN BUILDING REQUIREMENTSCONSTRUCTION WASTE MANAGEMENTTHE GENERAL CONTRACTOR SHALL COMPLY WITH THE LOCALCONSTRUCTION & DEMOLITION DEBRIS ORDINANCE. 100% OF MIXED DEBRISMUST BE TRANSPORTED BY A REGISTERED HAULER TO A REGISTEREDFACILITY AND BE PROCESSED FOR RECYCLING.CONSTRUCTION MATERIALS & FINISHESADHESIVES, SEALANTS AND CAULKS:ALL ADHESIVES, SEALANTS AND CAULKS MUST COMPLY WITHSOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD)RULE #1168 AND CALIFORNIA CODE OF REGULATIONSTITLE 17 FOR AEROSOL ADHESIVES (13C.5.504.4.1)PAINTS AND COATINGS:ALL PAINTS AND COATINGS MUST COMPLY WITH VOC LIMITS INTHE AIR RESOURCES BOARD ARCHITECTURAL COATINGSSUGGESTED CONTROL MEASURES AND CALIFORNIA CODE OFREGULATIONS TITLE 17 FOR AEROSOL PAINTS (13C.5.504.4.3).PROVIDE CARPET TILE THAT COMPLIES WITH TESTING ANDPRODUCT REQUIREMENTS OF THE CARPET AND RUG INSTITUTE'S"GREEN LABEL PLUS" PROGRAM. CARPET ADHESIVES TO BERELEASE TYPE, WATERPROOF, WITH NO ADVERSE EFFECTS ONTHE INDOOR AIR QUALITY BY RE:SOURCE TECHNOLOGIES OREQUAL ACCEPTABLE TO THE CARPET AND CARPET BACKINGMANUFACTURER AND NOT TO EXCEED 50 g/L VOC CONTENT. FORCARPET TILE, USE NO GLUE ADHESIVE SYSTEMS BY CARPETMANUFACTURER WHERE APPLICABLE.COMPOSITE WOOD:ALL COMPOSITE WOOD MUST MEET CALIFORNIA AIR RESOURCEBOARD AIR TOXICS CONTROL MEASURES FOR COMPOSITEWOOD (13C.5.504.4.5).RESILIENT FLOORING SYSTEMS:PROVIDE RESILIENT FLOORING SYSTEMS THAT COMPLIES WITHTESTING AND PRODUCT REQUIREMENTS OF RESILIENT FLOORCOVERING INSTITUTE'S (RFCI) "FLOORSCORE" PROGRAM. WALLBASE ADHESIVES AND FLOORING ADHESIVES NOT TO EXCEED 50g/L VOC CONTENT.SUBMITTAL REQUIREMENTSLOW EMITTING MATERIALS:PROVIDE MSDS DOCUMENTS THAT STATE ADHESIVES ANDSEALANTS USED ON THE INTERIOR OF THE BUILDING SHALLCOMPLY WITH VOC LIMITS RULE #1168 DATED JULY 2007 ISSUEDBY THE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT(SCAQMD) OF THE CALIFORNIA AIR RESOURCES BOARD(WWW.AGMD.GOV/RULES/REG/REG11/R1168.PDF)COMPOSITE WOOD MATERIALS:PROVIDE MSDS DOCUMENTS AND/OR MANUFACTURER'SPRODUCT SPECIFICATIONS STATING THE ADDEDUREA-FORMALDEHYDE CONTENT IN ALL COMPOSITE WOOD ANDLAMINATE MATERIALS.PAINTS AND COATINGS:PROVIDE MSDS DOCUMENTS FOR ALL PAINTS AND COATINGSVERIFYING COMPLIANCE WITH THE FOLLOWING REQUIREMENTS:1. PAINTS APPLIED ON THE INTERIOR OF THE BUILDINGSHALLCOMPLY WITH GREEN SEAL PRODUCTSPECIFIC ENVIRONMENTAL REQUIREMENTS(WWW.GREENSEAL.ORG/STANDARD/PAINTS.HTML)2. TOPCOAT PAINTS SHALL COMPLY WITH GREEN SEALSTANDARD GS-11, "PAINTS," FIRST EDITION, MAY 20,1993.3. ANTI-CORROSIVE AND ANTI-RUST PAINTS SHALLCOMPLY WITH GREEN SEAL STANDARD GS-03, "ANTI-CORROSIVE PAINTS," SECOND EDITION, JANUARY 7,1997.OTHER ARCHITECTURAL COATINGS:PRIMERS AND UNDERCOATS SHALL COMPLY WITH SOUTHCOAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) RULE#1113, "ARCHITECTURAL COATINGS," RULES IN EFFECT ONJANUARY 1, 2004.CLEAR WOOD FINISHESCLEAR WOOD FINISHES, FLOOR COATINGS, STAIN, SEALERSAND SHELLACS APPLIED TO INTERIOR ELEMENTS SHALLCOMPLY WITH THE VOC LIMITS SET FORTH IN THE SOUTHCOAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) RULE#1113, "ARCHITECTURAL COATINGS," DATED JULY 2007.RESILIENT FLOORING:PROVIDE MANUFACTURER'S SPECIFICATIONS VERIFYING THATRESILIENT FLOORING COMPLIES WITH FLOORSCORECERTIFICATION DEVELOPED BY THE RESILIENT FLOORCOVERING INSTITUTE (RFCI) IN CONJUNCTION WITH SCS(SCIENTIFIC CERTIFICATION SYSTEMS).CARPET AND CARPET ASSEMBLIES SHALL MEET CARPET ANDRUG INSTITUTE GREEN LABEL PLUS PROGRAM. CARPETADHESIVES SHALL COMPLY WITH VOC LIMITS OF RULE #1168DATED JULY 2007 BY THE SOUTH COAST AIR QUALITYMANAGEMENT DISTRICT OF THE CALIFORNIA AIR RESOURCESBOARD (WWW.AGMD.GOV/RULES/REG/REG11/R1168.PDF).DIVISION 1 - GENERAL CONDITIONSSCOPE OF WORKA. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYINGTHE EXTENT, NATURE, AND SCOPE OF WORK DESCRIBED IN THECONTRACT DOCUMENTS. THE GENERAL CONTRACTOR SHALL PROVIDE ALLLABOR, MATERIALS, AND EQUIPMENT NECESSARY TO EXECUTE ALL WORKSHOWN ON THESE DRAWINGS EXCEPT WHERE NOTED AS NOT INCONTRACT (NIC). G.C. SHALL BE RESPONSIBLE FOR COORDINATING THEWORK WITH THAT OF ALL OTHER TRADES INCLUDING THOSE OPERATINGUNDER SEPARATE CONTRACTS WITH THE LANDLORD AND/OR TENANT.ALL WORK SHALL BE PERFORMED BY SKILLED AND QUALIFIED WORKMEN INACCORDANCE WITH THE BEST PRACTICES OF THE TRADES INVOLVED.B. THE DRAWINGS SHALL BE RECOGNIZED AS DIAGRAMMATIC INNATURE AND NOT COMPLETELY DESCRIPTIVE OF ALL REQUIREMENTS FORCONSTRUCTION. WHATEVER WORK THAT MAY BE SPECIFIED AND NOTDRAWN OR DRAWN AND NOT SPECIFIED SHALL BE EXECUTED AS FULLY ASIF DESCRIBED IN BOTH THESE WAYS. SHOULD ANY WORKMANSHIP ORMATERIAL BE NECESSARY THAT IS NOT EITHER DIRECTLY OR INDIRECTLYNOTED IN THESE SPECIFICATIONS OR SHOWN ON THE DRAWINGS BUT ISNEVERTHELESS NECESSARY FOR PROPERLY CARRYING OUT THE OBVIOUSINTENTION THEREOF; CONTRACTOR SHALL UNDERSTAND IT TO BE IMPLIEDAND SHALL PROVIDE FOR THE SAME AS FULLY AS IF IT WEREPARTICULARLY DESCRIBED OR DELINEATED.C. THE GENERAL CONTRACTOR SHALL REVIEW ALLCONSTRUCTION DOCUMENTS AND VERIFY ALL GOVERNING DIMENSIONS ATTHE BUILDING. HE SHALL EXAMINE ALL ADJOINING WORK OR AREAS UPONWHICH THE PERFORMANCE OF HIS WORK IS IN ANY WAY DEPENDENT. ANYVARIATIONS OR DISCREPANCIES SHALL BE REPORTED, WITH ALL DUEEXPEDIENCY, TO ARCHITECT PRIOR TO THE FABRICATION OR ERECTION OFTHE WORK IN QUESTION.1.11SUBSTITUTIONS:THERE SHALL BE NO SUBSTITUTION OF MATERIALS SPECIFIED BY THEARCHITECT. WHERE THE TERM "OR EQUAL" IS USED THE ARCHITECT ALONESHALL DETERMINE EQUALITY BASED UPON INFORMATION SUBMITTED BY THECONTRACTOR.1.12MANUFACTURER’S INSTRUCTIONS:A. UNLESS OTHERWISE SPECIFIED, INSTALLATION OF WORK SHALLCOMPLY WITH MANUFACTURER’S PRINTED INSTRUCTIONS ANDRECOMMENDATIONS. CONTRACTOR SHALL OBTAIN AND DISTRIBUTE COPIES OFSUCH INSTRUMENTS TO PARTIES INVOLVED IN INSTALLATION; AND MAINTAINONE SET OF COMPLETE INSTRUCTIONS AT THE JOBSITE DURING INSTALLATIONANDUNTIL COMPLETION.B. CONTRACTOR SHALL HANDLE, INSTALL, CONNECT, CLEAN, CONDITION,AND ADJUST PRODUCTS IN STRICT ACCORDANCE WITH MANUFACTURER’SINSTRUCTIONS.C. CONTRACTOR SHALL PERFORM WORK IN STRICT ACCORDANCE WITHMANUFACTURER’S INSTRUCTIONS. DO NO OMIT ANY PREPARATORY SET ORINSTALLATION PROCEDURE, UNLESS SPECIFICALLY MODIFIED OR EXEMPTED BYTHE CONTRACT DOCUMENTS.1.13OVER – STOCK:GENERAL CONTRACTOR TO CONSULT TENANT AND LANDLORDREGARDING OVER-STOCK MATERIALS FOR FUTURE MAINTENANCE. SUCH ITEMSMAY INCLUDE: CARPET, CARPET ACCESSORIES, DOOR HARDWARE, CEILING TILE,AND PAINT. UNLESS OTHERWISE NOTED, PROVIDE OVER – STOCK AS FOLLOWS:CEILING TILE – ONE (1) CASE, CARPET TILE – TWO (2) CASES PER EACH TYPESPECIFIED, BROADLOOM CARPET – TO BE DETERMINED.1.14BUILDING REGULATIONS:THE GENERAL CONTRACTOR SHALL COMPLY WITH THE RULES ANDREGULATIONS OF THE BUILDING OWNER/ LANDLORD, AND SHALL COORDINATETHE USE OF ELEVATORS AND LOADING DOCKS PRIOR TO COMMENCEMENT OFWORK WITH THE SAME1.15BUILDING PROTECTION:GREAT CARE SHALL BE EXERCISED TO ASSURE THAT THE BUILDING ANDTENANT AREAS SHALL BE PROTECTED FROM DAMAGE THAT COULD OCCURBECAUSE OF THIS WORK. CONTRACTORS SHALL PROVIDE PROTECTION FOREXISTING AREAS AND NEW WORK AREAS. ANY DAMAGE DUE TO THECONTRACTOR’S WORK SHALL BE REPAIRED OR REPLACED AT THECONTRACTOR'S SOLE EXPENSE. CONTRACTOR SHALL PROVIDE DUST PROOFBARRICADES AROUND ALL AREAS OF NEW WORK AS NECESSARY TO PROTECTADJACENT TENANT AREAS FROM DAMAGE.B. GENERAL CONTRACTOR SHALL REPAIR ANY FIRE PROOFING DAMAGEDDURING THE COURSE OF DEMOLITION OR CONSTRUCTION SO AS TO MAINTAINTHE ORIGINAL FIRE RATING.DIVISION 3 - CONCRETEA. GENERAL CONTRACTOR TO FURNISH AND INSTALL ALL CONCRETEWORK IN ACCORDANCE WITH THE “AMERICAN CONCRETE INSTITUTE” (ACI)BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE STANDARD318-83.B. CONTRACTOR TO CHECK AND LEVEL CONCRETE FLOOR SURFACE TOA TOLERANCE NOT EXCEEDING ¼” IN A 10’ - 0” DIAMETER WHEN MEASURED WITHA 10’ - 0” STRAIGHT EDGE. CONTRACTOR SHALL PATCH AND REPAIRIMPERFECTIONS IN EXISTING CONCRETE SLAB AT ARCHITECT’S DISCRETION ORAS REQUIRED PRIOR TO INSTALLING FLOOR FINISH PER MANUFACTURER’SRECOMMENDATIONS. FLOORSHALL BE LEVEL TO ¼” IN 10’ - 0” DIAMETERON A NON-CUMULATIVE BASIS ON ALL AREAS TO RECEIVE STONE OR TILEFLOORING.DIVISION 6 - WOODWORK AND CABINETRY6.1CARPENTRY:A. GENERAL CONTRACTOR TO FURNISH AND INSTALL ALL WOODBLOCKING AND OTHER REINFORCING WHERE INDICATED ON THEDRAWINGS OR WHERE REQUIRED FOR ADEQUATE SUPPORT OF NEWWORK.B. ALL WOOD BLOCKING SHALL BE STAMPED "FIRE-RETARDANT"TREATED IN ACCORDANCE WITH GOVERNING ORDINANCES ANDBUILDING CODES.C. ALL RAISED PLATFORMS MUST BE CONSTRUCTED FROM NON-COMBUSTABLE MATERIALS.6.2ARCHITECTURAL WOODWORK AND CABINETRY:A. THIS CONTRACTOR TO COORDINATE AND INSTALL ALLCUSTOM CABINETRY PROVIDED BY OWNER'S CABINET MAKER.D.THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS AREREQUIRED TO CHECK AND VERIFY ALL DIMENSIONS AND FIELDCONDITIONS AT BUILDING SITE AND PREMISES. NOTIFY THETENANT'S PROJECT ARCHITECT OR CONSTRUCTIONREPRESENTATIVE OF ANY AND ALL DISCREPANCIES.E.THE ARCHITECT SHALL NOT HAVE CONTROL OVER OR CHARGEOF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTIONMEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES.NEITHER IS THE ARCHITECT RESPONSIBLE FOR SAFETYPRECAUTIONS AND PROGRAMS, INCLUDING ANY AND ALL OSHAREQUIREMENTS IN CONNECTION WITH THE WORK, SINCE THESEARE SOLELY THE CONTRACTOR'S RESPONSIBILITY UNDER THECONTRACT FOR CONSTRUCTION.F.GENERAL CONTRACTOR SHALL COORDINATE, FURNISH AND PAYFOR ALL TEMPORARY UTILITY SERVICES DURINGCONSTRUCTION.G.THESE PLANS ARE FOR GENERAL CONSTRUCTION PURPOSESONLY. THEY ARE NOT EXHAUSTIVELY DETAILED NOR FULLYSPECIFIED. THE DRAWINGS WERE PREPARED TO A LEVEL OFCOMPLETION SATISFACTORY FOR BUILDING PERMIT PURPOSESAND FOR CONSTRUCTION BY A KNOWLEDGEABLE ANDEXPERIENCED CONTRACTOR. THE CONTRACTOR ISRESPONSIBLE FOR PREPARATION OF ANY SUPPLEMENTALDETAILS, PRODUCT SPECIFICATIONS COORDINATION ANDINSTALLATION OF ALL MATERIALS AND EQUIPMENT.H.ALL WORK IS TO BE PERFORMED IN STRICT ACCORDANCE WITHRULES AND REGULATIONS OF GOVERNMENTAL AGENCIES ANDSHALL CONFORM TO ALL CITY, COUNTY, STATE AND FEDERALCODES AND ORDINANCES. ALL FEES, TAXES, AND PERMITAPPLICATIONS WITH THE APPROPRIATE GOVERNMENTALAGENCIES SHALL BE THE RESPONSIBILITY OF THE GENERALDIVISION 7 - THERMAL AND MOISTURE PROTECTION8.3PERFORMANCEA.U-VALVES SHALL BE DETERMINED IN ACCORDANCE TONFRC 100.B.AIR INFILTRATION SHALL MEET THE INFILTRATIONREQUIREMENTS OF THE CECC.WATER INFILTRATION SHALL BE TESTED IN ACCORDANCEWITH ASTM E 331.D.TEST REPORTS CERTIFIED BY AN INDEPENDENT TESTLABORATORY MUST BE MADE AVAILABLE UPON REQUESTE.ALL WINDOWS AND DOORS SHALL BE CERTIFIED ANDLABELED IN ACCORDANCE WITH CALIFORNIA ENERGYCOMMISSION REQUIREMENTS AND THE NATIONAL FENESTRATIONRATING COUNCIL AND COMPLY WITH THE TITLE 24 ENERGYCOMPLIANCE DOCUMENTATION.8.2A. MANUFACTURER: TIMELY OR APPROVED EQUAL. DOOR STYLE TOMATCH EXISTING.SECTION 087100 - DOOR HARDWAREPART 1 - GENERAL1.1RELATED DOCUMENTSA.DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDINGGENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 1SPECIFICATION SECTIONS, APPLY TO THIS SECTION.1.2SUMMARYA.THIS SECTION INCLUDES COMMERCIAL DOOR HARDWARE FOR THEFOLLOWING:1.SWINGING DOORS.2.OTHER DOORS TO THE EXTENT INDICATED.B.DOOR HARDWARE INCLUDES, BUT IS NOT NECESSARILY LIMITED TO,THE FOLLOWING:1.MECHANICAL DOOR HARDWARE.2.CYLINDERS SPECIFIED FOR DOORS IN OTHER SECTIONS.C.RELATED SECTIONS:1.DIVISION 08 SECTION “DOOR HARDWARE SCHEDULE”.2.DIVISION 08 SECTION “HOLLOW METAL DOORS AND FRAMES”.3.DIVISION 08 SECTION “INTERIOR ALUMINUM DOORS AND FRAMES”.4.DIVISION 08 SECTION “FLUSH WOOD DOORS”.5.DIVISION 08 SECTION “ALUMINUM-FRAMED ENTRANCES ANDSTOREFRONTS”.D.CODES AND REFERENCES: COMPLY WITH THE VERSION YEAR ADOPTEDBY THE AUTHORITY HAVING JURISDICTION.1.ANSI A117.1 - ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES.2.ICC/IBC - INTERNATIONAL BUILDING CODE.3.NFPA 70 - NATIONAL ELECTRICAL CODE.4.NFPA 80 - FIRE DOORS AND WINDOWS.5.NFPA 101 - LIFE SAFETY CODE.6.NFPA 105 - INSTALLATION OF SMOKE DOOR ASSEMBLIES.7.STATE BUILDING CODES, LOCAL AMENDMENTS.E.STANDARDS: ALL HARDWARE SPECIFIED HEREIN SHALL COMPLY WITHTHE FOLLOWING INDUSTRY STANDARDS:1.ANSI/BHMA CERTIFIED PRODUCT STANDARDS - A156 SERIES2.UL10C - POSITIVE PRESSURE FIRE TESTS OF DOOR ASSEMBLIES1.3SUBMITTALSA.PRODUCT DATA: MANUFACTURER'S PRODUCT DATA SHEETS INCLUDINGINSTALLATION DETAILS, MATERIAL DESCRIPTIONS, DIMENSIONS OFINDIVIDUAL COMPONENTS AND PROFILES, OPERATIONALDESCRIPTIONS AND FINISHES.B.DOOR HARDWARE SCHEDULE: PREPARED BY OR UNDER THESUPERVISION OF SUPPLIER, DETAILING FABRICATION AND ASSEMBLYOF DOOR HARDWARE, AS WELL AS PROCEDURES AND DIAGRAMS.COORDINATE THE FINAL DOOR HARDWARE SCHEDULE WITH DOORS,FRAMES, AND RELATED WORK TO ENSURE PROPER SIZE, THICKNESS,HAND, FUNCTION, AND FINISH OF DOOR HARDWARE.1.FORMAT: COMPLY WITH SCHEDULING SEQUENCE AND VERTICALFORMAT IN DHI'S "SEQUENCE AND FORMAT FOR THE HARDWARESCHEDULE."2.ORGANIZATION: ORGANIZE THE DOOR HARDWARE SCHEDULE INTODOOR HARDWARE SETS INDICATING COMPLETE DESIGNATIONS OFEVERY ITEM REQUIRED FOR EACH DOOR OR OPENING. ORGANIZEDOOR HARDWARE SETS IN SAME ORDER AS IN THE DOORHARDWARE SETS AT THE END OF PART 3. SUBMITTALS THAT DONOT FOLLOW THE SAME FORMAT AND ORDER AS THE DOORHARDWARE SETS WILL BE REJECTED AND SUBJECT TORESUBMISSION.3.CONTENT: INCLUDE THE FOLLOWING INFORMATION:a.TYPE, STYLE, FUNCTION, SIZE, LABEL, HAND, AND FINISH OFEACH DOOR HARDWARE ITEM.b.MANUFACTURER OF EACH ITEM.c.FASTENINGS AND OTHER PERTINENT INFORMATION.d.LOCATION OF DOOR HARDWARE SET, CROSS-REFERENCEDTO DRAWINGS, BOTH ON FLOOR PLANS AND IN DOOR ANDFRAME SCHEDULE.e.EXPLANATION OF ABBREVIATIONS, SYMBOLS, AND CODESCONTAINED IN SCHEDULE.f.MOUNTING LOCATIONS FOR DOOR HARDWARE.g.DOOR AND FRAME SIZES AND MATERIALS.h.WARRANTY INFORMATION FOR EACH PRODUCT.4.SUBMITTAL SEQUENCE: SUBMIT THE FINAL DOOR HARDWARESCHEDULE AT EARLIEST POSSIBLE DATE, PARTICULARLY WHEREAPPROVAL OF THE DOOR HARDWARE SCHEDULE MUST PRECEDEFABRICATION OF OTHER WORK THAT IS CRITICAL IN THE PROJECTCONSTRUCTION SCHEDULE. INCLUDE PRODUCT DATA, SAMPLES,SHOP DRAWINGS OF OTHER WORK AFFECTED BY DOOR HARDWARE,AND OTHER INFORMATION ESSENTIAL TO THE COORDINATEDREVIEW OF THE DOOR HARDWARE SCHEDULE.C.KEYING SCHEDULE: AFTER A KEYING MEETING WITH THE OWNER HASTAKEN PLACE PREPARE A SEPARATE KEYING SCHEDULE DETAILINGFINAL INSTRUCTIONS. SUBMIT THE KEYING SCHEDULE IN ELECTRONICFORMAT. INCLUDE KEYING SYSTEM EXPLANATION, DOOR NUMBERS,KEY SET SYMBOLS, HARDWARE SET NUMBERS AND SPECIALINSTRUCTIONS. OWNER MUST APPROVE SUBMITTED KEYING SCHEDULEPRIOR TO THE ORDERING OF PERMANENT CYLINDERS/CORES.D.INFORMATIONAL SUBMITTALS:1.PRODUCT TEST REPORTS: INDICATING COMPLIANCE WITH CYCLETESTING REQUIREMENTS, BASED ON EVALUATION OFCOMPREHENSIVE TESTS PERFORMED BY MANUFACTURER ANDWITNESSED BY A QUALIFIED INDEPENDENT TESTING AGENCY.E.OPERATING AND MAINTENANCE MANUALS: PROVIDE MANUFACTURERSOPERATING AND MAINTENANCE MANUALS FOR EACH ITEM COMPRISINGTHE COMPLETE DOOR HARDWARE INSTALLATION IN QUANTITY ASREQUIRED IN DIVISION 01, CLOSEOUT SUBMITTALS.1.4QUALITY ASSURANCEA.MANUFACTURERS QUALIFICATIONS: ENGAGE QUALIFIEDMANUFACTURERS WITH A MINIMUM 5 YEARS OF DOCUMENTEDEXPERIENCE IN PRODUCING HARDWARE AND EQUIPMENT SIMILAR TOTHAT INDICATED FOR THIS PROJECT AND THAT HAVE A PROVENRECORD OF SUCCESSFUL IN-SERVICE PERFORMANCE.B.INSTALLER QUALIFICATIONS: A MINIMUM 3 YEARS DOCUMENTEDEXPERIENCE INSTALLING BOTH STANDARD AND ELECTRIFIED DOORHARDWARE SIMILAR IN MATERIAL, DESIGN, AND EXTENT TO THATINDICATED FOR THIS PROJECT AND WHOSE WORK HAS RESULTED INCONSTRUCTION WITH A RECORD OF SUCCESSFUL IN-SERVICEPERFORMANCE.C.DOOR HARDWARE SUPPLIER QUALIFICATIONS: EXPERIENCEDCOMMERCIAL DOOR HARDWARE DISTRIBUTORS WITH A MINIMUM 5YEARS DOCUMENTED EXPERIENCE SUPPLYING BOTH MECHANICAL ANDELECTROMECHANICAL HARDWARE INSTALLATIONS COMPARABLE INMATERIAL, DESIGN, AND EXTENT TO THAT INDICATED FOR THISPROJECT. SUPPLIER RECOGNIZED AS A FACTORY DIRECT DISTRIBUTORBY THE MANUFACTURERS OF THE PRIMARY MATERIALS WITH AWAREHOUSING FACILITY IN PROJECT'S VICINITY. SUPPLIER TO HAVE ONSTAFF A CERTIFIED ARCHITECTURAL HARDWARE CONSULTANT (AHC)AVAILABLE DURING THE COURSE OF THE WORK TO CONSULT WITHCONTRACTOR, ARCHITECT, AND OWNER CONCERNING BOTHSTANDARD AND ELECTROMECHANICAL DOOR HARDWARE AND KEYING.D.SOURCE LIMITATIONS: OBTAIN EACH TYPE AND VARIETY OF DOORHARDWARE SPECIFIED IN THIS SECTION FROM A SINGLE SOURCEUNLESS OTHERWISE INDICATED.1.ELECTRIFIED MODIFICATIONS OR ENHANCEMENTS MADE TO ASOURCE MANUFACTURER'S PRODUCT LINE BY A SECONDARY ORTHIRD PARTY SOURCE WILL NOT BE ACCEPTED.E.EACH UNIT TO BEAR THIRD PARTY PERMANENT LABELDEMONSTRATING COMPLIANCE WITH THE REFERENCED STANDARDS.F.KEYING CONFERENCE: CONDUCT CONFERENCE TO COMPLY WITHREQUIREMENTS IN DIVISION 01 SECTION "PROJECT MEETINGS." KEYINGCONFERENCE TO INCORPORATE THE FOLLOWING CRITERIA INTO THEFINAL KEYING SCHEDULE DOCUMENT:1.FUNCTION OF BUILDING, PURPOSE OF EACH AREA AND DEGREE OFSECURITY REQUIRED.2.PLANS FOR EXISTING AND FUTURE KEY SYSTEM EXPANSION.3.REQUIREMENTS FOR KEY CONTROL STORAGE AND SOFTWARE.4.INSTALLATION OF PERMANENT KEYS, CYLINDER CORES ANDSOFTWARE.5.ADDRESS AND REQUIREMENTS FOR DELIVERY OF KEYS.G.PRE-SUBMITTAL CONFERENCE: CONDUCT COORDINATIONCONFERENCE IN COMPLIANCE WITH REQUIREMENTS IN DIVISION 01SECTION "PROJECT MEETINGS" WITH ATTENDANCE BYREPRESENTATIVES OF SUPPLIER(S), INSTALLER(S), ANDCONTRACTOR(S) TO REVIEW PROPER METHODS AND THEPROCEDURES FOR RECEIVING, HANDLING, AND INSTALLING DOORHARDWARE.1.PRIOR TO INSTALLATION OF DOOR HARDWARE, CONDUCT APROJECT SPECIFIC TRAINING MEETING TO INSTRUCT THEINSTALLING CONTRACTORS' PERSONNEL ON THE PROPERINSTALLATION AND ADJUSTMENT OF THEIR RESPECTIVE PRODUCTS.PRODUCT TRAINING TO BE ATTENDED BY INSTALLERS OF DOORHARDWARE (INCLUDING ELECTROMECHANICAL HARDWARE) FORALUMINUM, HOLLOW METAL AND WOOD DOORS. TRAINING WILLINCLUDE THE USE OF INSTALLATION MANUALS, HARDWARESCHEDULES, TEMPLATES AND PHYSICAL PRODUCT SAMPLES ASREQUIRED.2.INSPECT AND DISCUSS ELECTRICAL ROUGHING-IN, POWER SUPPLYCONNECTIONS, AND OTHER PREPARATORY WORK PERFORMED BYOTHER TRADES.3.REVIEW SEQUENCE OF OPERATION NARRATIVES FOR EACH UNIQUEACCESS CONTROLLED OPENING.4.REVIEW AND FINALIZE CONSTRUCTION SCHEDULE AND VERIFYAVAILABILITY OF MATERIALS.5.REVIEW THE REQUIRED INSPECTING, TESTING, COMMISSIONING,AND DEMONSTRATION PROCEDURESH.AT COMPLETION OF INSTALLATION, PROVIDE WRITTENDOCUMENTATION THAT COMPONENTS WERE APPLIED TOMANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS ANDACCORDING TO APPROVED SCHEDULE.1.5DELIVERY, STORAGE, AND HANDLINGA.INVENTORY DOOR HARDWARE ON RECEIPT AND PROVIDE SECURELOCK-UP AND SHELVING FOR DOOR HARDWARE DELIVERED TOPROJECT SITE. DO NOT STORE ELECTRONIC ACCESS CONTROLHARDWARE, SOFTWARE OR ACCESSORIES AT PROJECT SITE WITHOUTPRIOR AUTHORIZATION.B.TAG EACH ITEM OR PACKAGE SEPARATELY WITH IDENTIFICATIONRELATED TO THE FINAL DOOR HARDWARE SCHEDULE, AND INCLUDEBASIC INSTALLATION INSTRUCTIONS WITH EACH ITEM OR PACKAGE.C.DELIVER, AS APPLICABLE, PERMANENT KEYS, CYLINDERS, CORES,ACCESS CONTROL CREDENTIALS, SOFTWARE AND RELATEDACCESSORIES DIRECTLY TO OWNER VIA REGISTERED MAIL OROVERNIGHT PACKAGE SERVICE. INSTRUCTIONS FOR DELIVERY TO THEOWNER SHALL BE ESTABLISHED AT THE "KEYING CONFERENCE".1.6COORDINATIONA.TEMPLATES: OBTAIN AND DISTRIBUTE TO THE PARTIES INVOLVEDTEMPLATES FOR DOORS, FRAMES, AND OTHER WORK SPECIFIED TO BEFACTORY PREPARED FOR INSTALLING STANDARD AND ELECTRIFIEDHARDWARE. CHECK SHOP DRAWINGS OF OTHER WORK TO CONFIRMTHAT ADEQUATE PROVISIONS ARE MADE FOR LOCATING ANDINSTALLING HARDWARE TO COMPLY WITH INDICATED REQUIREMENTS.B.DOOR AND FRAME PREPARATION: DOORS AND CORRESPONDINGFRAMES ARE TO BE PREPARED, REINFORCED AND PRE-WIRED (IFAPPLICABLE) TO RECEIVE THE INSTALLATION OF THE SPECIFIEDELECTRIFIED, MONITORING, SIGNALING AND ACCESS CONTROL SYSTEMHARDWARE WITHOUT ADDITIONAL IN-FIELD MODIFICATIONS.1.7WARRANTYA.GENERAL WARRANTY: REFERENCE DIVISION 01, GENERALREQUIREMENTS. SPECIAL WARRANTIES SPECIFIED IN THIS ARTICLESHALL NOT DEPRIVE OWNER OF OTHER RIGHTS OWNER MAY HAVEUNDER OTHER PROVISIONS OF THE CONTRACT DOCUMENTS ANDSHALL BE IN ADDITION TO, AND RUN CONCURRENT WITH, OTHERWARRANTIES MADE BY CONTRACTOR UNDER REQUIREMENTS OF THECONTRACT DOCUMENTS.B.WARRANTY PERIOD: WRITTEN WARRANTY, EXECUTED BYMANUFACTURER(S), AGREEING TO REPAIR OR REPLACE COMPONENTSOF STANDARD AND ELECTRIFIED DOOR HARDWARE THAT FAILS INMATERIALS OR WORKMANSHIP WITHIN SPECIFIED WARRANTY PERIODAFTER FINAL ACCEPTANCE BY THE OWNER. FAILURES INCLUDE, BUTARE NOT LIMITED TO, THE FOLLOWING:1.STRUCTURAL FAILURES INCLUDING EXCESSIVE DEFLECTION,CRACKING, OR BREAKAGE.2.FAULTY OPERATION OF THE HARDWARE.3.DETERIORATION OF METALS, METAL FINISHES, AND OTHERMATERIALS BEYOND NORMAL WEATHERING.4.ELECTRICAL COMPONENT DEFECTS AND FAILURES WITHIN THESYSTEMS OPERATION.C.STANDARD WARRANTY PERIOD: ONE YEAR FROM DATE OFSUBSTANTIAL COMPLETION, UNLESS OTHERWISE INDICATED.D.SPECIAL WARRANTY PERIODS:1.SEVEN YEARS FOR HEAVY DUTY CYLINDRICAL (BORED) LOCKS ANDLATCHES.2.TWENTY FIVE YEARS FOR MANUAL SURFACE DOOR CLOSER BODIES.1.8MAINTENANCE SERVICEA.MAINTENANCE TOOLS AND INSTRUCTIONS: FURNISH A COMPLETE SETOF SPECIALIZED TOOLS AND MAINTENANCE INSTRUCTIONS AS NEEDEDFOR OWNER'S CONTINUED ADJUSTMENT, MAINTENANCE, ANDREMOVAL AND REPLACEMENT OF DOOR HARDWARE.PART 2 - PRODUCTS2.1SCHEDULED DOOR HARDWAREA.GENERAL: PROVIDE DOOR HARDWARE FOR EACH DOOR TO COMPLYWITH REQUIREMENTS IN DOOR HARDWARE SETS AND EACHREFERENCED SECTION THAT PRODUCTS ARE TO BE SUPPLIED UNDER.B.DESIGNATIONS: REQUIREMENTS FOR QUANTITY, ITEM, SIZE, FINISH ORCOLOR, GRADE, FUNCTION, AND OTHER DISTINCTIVE QUALITIES OFEACH TYPE OF DOOR HARDWARE ARE INDICATED IN THE DOORHARDWARE SETS AT THE END OF PART 3. PRODUCTS ARE IDENTIFIEDBY USING DOOR HARDWARE DESIGNATIONS, AS FOLLOWS:1.NAMED MANUFACTURER'S PRODUCTS: PRODUCT DESIGNATION ANDMANUFACTURER ARE LISTED FOR EACH DOOR HARDWARE TYPEREQUIRED FOR THE PURPOSE OF ESTABLISHING REQUIREMENTS.MANUFACTURERS' NAMES ARE ABBREVIATED IN THE DOORHARDWARE SCHEDULE.C.SUBSTITUTIONS: REQUESTS FOR SUBSTITUTION AND PRODUCTAPPROVAL FOR INCLUSIVE MECHANICAL AND ELECTROMECHANICALDOOR HARDWARE IN COMPLIANCE WITH THE SPECIFICATIONS MUST BESUBMITTED IN WRITING AND IN ACCORDANCE WITH THE PROCEDURESAND TIME FRAMES OUTLINED IN DIVISION 01, SUBSTITUTIONPROCEDURES. APPROVAL OF REQUESTS IS AT THE DISCRETION OF THEARCHITECT, OWNER, AND THEIR DESIGNATED CONSULTANTS.2.2HANGING DEVICESA.HINGES: ANSI/BHMA A156.1 CERTIFIED BUTT HINGES WITH NUMBER OFHINGE KNUCKLES AND OTHER OPTIONS AS SPECIFIED IN THE DOORHARDWARE SETS.1.QUANTITY: PROVIDE THE FOLLOWING HINGE QUANTITY:a.TWO HINGES: FOR DOORS WITH HEIGHTS UP TO 60 INCHES.b.THREE HINGES: FOR DOORS WITH HEIGHTS 61 TO 90 INCHES.c.FOUR HINGES: FOR DOORS WITH HEIGHTS 91 TO 120 INCHES.d.FOR DOORS WITH HEIGHTS MORE THAN 120 INCHES,PROVIDE 4 HINGES, PLUS 1 HINGE FOR EVERY 30 INCHES OFDOOR HEIGHT GREATER THAN 120 INCHES.2.HINGE SIZE: PROVIDE THE FOLLOWING, UNLESS OTHERWISEINDICATED, WITH HINGE WIDTHS SIZED FOR DOOR THICKNESS ANDCLEARANCES REQUIRED:a.WIDTHS UP TO 3'0”: 4-1/2” STANDARD OR HEAVY WEIGHT ASSPECIFIED.b.SIZES FROM 3'1” TO 4'0”: 5” STANDARD OR HEAVY WEIGHT ASSPECIFIED.3.HINGE WEIGHT AND BASE MATERIAL: UNLESS OTHERWISEINDICATED, PROVIDE THE FOLLOWING:a.EXTERIOR DOORS: HEAVY WEIGHT, NON-FERROUS, BALLBEARING OR OIL IMPREGNATED BEARING HINGES UNLESSHARDWARE SETS INDICATE STANDARD WEIGHT.b.INTERIOR DOORS: STANDARD WEIGHT, STEEL, BALL BEARINGOR OIL IMPREGNATED BEARING HINGES UNLESS HARDWARESETS INDICATE HEAVY WEIGHT.4.HINGE OPTIONS: COMPLY WITH THE FOLLOWING:a.NON-REMOVABLE PINS: PROVIDE SET SCREW IN HINGEBARREL THAT, WHEN TIGHTENED INTO A GROOVE IN HINGEPIN, PREVENTS REMOVAL OF PIN WHILE DOOR IS CLOSED;FOR THE ALL OUT-SWINGING LOCKABLE DOORS.5.MANUFACTURERS:a.MCKINNEY PRODUCTS; ASSA ABLOY ARCHITECTURAL DOORACCESSORIES (MK).2.3DOOR OPERATING TRIMA.DOOR PUSH PLATES AND PULLS: ANSI/BHMA A156.6 CERTIFIED DOORPUSHES AND PULLS OF TYPE AND DESIGN SPECIFIED IN THEHARDWARE SETS. COORDINATE AND PROVIDE PROPER WIDTH ANDHEIGHT AS REQUIRED WHERE CONFLICTING HARDWARE DICTATES.1.OFFSET PULL DESIGN: SIZE, SHAPE, AND MATERIAL AS INDICATED INTHE HARDWARE SETS. MINIMUM CLEARANCE OF 2 1/2-INCHES FROMFACE OF DOOR AND OFFSET OF 90 DEGREES UNLESS OTHERWISEINDICATED.2.FASTENERS: PROVIDE MANUFACTURER'S DESIGNATED FASTENERTYPE AS INDICATED IN HARDWARE SETS.3.MANUFACTURERS:a.ROCKWOOD PRODUCTS; ASSA ABLOY ARCHITECTURAL DOORACCESSORIES (RO).2.4CYLINDERS AND KEYINGA.GENERAL: CYLINDER MANUFACTURER TO HAVE MINIMUM (10) YEARSEXPERIENCE DESIGNING SECURED MASTER KEY SYSTEMS AND HAVEON RECORD A PUBLISHED SECURITY KEYING SYSTEM POLICY.B.SOURCE LIMITATIONS: OBTAIN EACH TYPE OF KEYED CYLINDER ANDKEYS FROM THE SAME SOURCE MANUFACTURER AS LOCKSETS ANDEXIT DEVICES, UNLESS OTHERWISE INDICATED.1.MANUFACTURERS:a.YALE LOCKS AND HARDWARE (YA).C.CYLINDERS: ORIGINAL MANUFACTURER CYLINDERS COMPLYING WITHTHE FOLLOWING:1.MORTISE TYPE: THREADED CYLINDERS WITH RINGS AND CAMS TOSUIT HARDWARE APPLICATION.2.RIM TYPE: CYLINDERS WITH BACK PLATE, FLAT-TYPE VERTICAL ORHORIZONTAL TAILPIECE, AND RAISED TRIM RING.3.BORED-LOCK TYPE: CYLINDERS WITH TAILPIECES TO SUIT LOCKS.4.MORTISE AND RIM CYLINDER COLLARS TO BE SOLID AND RECESSEDTO ALLOW THE CYLINDER FACE TO BE FLUSH AND BE FREESPINNING WITH MATCHING FINISHES.5.KEYWAY: MATCH FACILITY STANDARD.D.PERMANENT CORES: MANUFACTURER'S STANDARD; FINISH FACE TOMATCH LOCKSET; COMPLYING WITH THE FOLLOWING:1.INTERCHANGEABLE CORES: CORE INSERT, REMOVABLE BY USE OFA SPECIAL KEY; USABLE WITH OTHER MANUFACTURERS'CYLINDERS.E.KEYING SYSTEM: EACH TYPE OF LOCK AND CYLINDERS TO BE FACTORYKEYED.1.CONDUCT SPECIFIED "KEYING CONFERENCE" TO DEFINE ANDDOCUMENT KEYING SYSTEM INSTRUCTIONS AND REQUIREMENTS.2.FURNISH FACTORY CUT, NICKEL-SILVER LARGE BOW PERMANENTLYINSCRIBED WITH A VISUAL KEY CONTROL NUMBER AS DIRECTED BYOWNER.3.EXISTING SYSTEM: KEY LOCKS TO OWNER'S EXISTING SYSTEM.F.KEY QUANTITY: PROVIDE THE FOLLOWING MINIMUM NUMBER OF KEYS:1.CHANGE KEYS PER CYLINDER: TWO (2)2.MASTER KEYS (PER MASTER KEY LEVEL/GROUP): FIVE (5).3.CONSTRUCTION KEYS (WHERE REQUIRED): TEN (10).4.CONSTRUCTION CONTROL KEYS (WHERE REQUIRED): TWO (2).5.PERMANENT CONTROL KEYS (WHERE REQUIRED): TWO (2).G.CONSTRUCTION KEYING: PROVIDE TEMPORARY KEYED CONSTRUCTIONCORES.H.KEY REGISTRATION LIST (BITTING LIST):1.PROVIDE KEYING TRANSCRIPT LIST TO OWNER'S REPRESENTATIVEIN THE PROPER FORMAT FOR IMPORTING INTO KEY CONTROLSOFTWARE.2.PROVIDE TRANSCRIPT LIST IN WRITING OR ELECTRONIC FILE ASDIRECTED BY THE OWNER.2.5MECHANICAL LOCKS AND LATCHING DEVICESA.CYLINDRICAL LOCKSETS, GRADE 1 (HEAVY DUTY): ANSI/BHMA A156.2,SERIES 4000, GRADE 1 CERTIFIED.1.FURNISH WITH SOLID CAST LEVERS, STANDARD 2 3/4” BACKSET,AND 1/2" (3/4" AT RATED PAIRED OPENINGS) THROW BRASS ORSTAINLESS STEEL LATCHBOLT.2.LOCKS ARE TO BE NON-HANDED AND FULLY FIELD REVERSIBLE.3.MANUFACTURERS:a.YALE LOCKS AND HARDWARE (YA) 5400LN SERIES.2.6AUXILIARY LOCKSA.NARROW CASE DEADLOCKS AND DEADLATCHES: ANSI/BHMA 156.13SERIES 1000 GRADE 1 CERTIFIED NARROW CASE DEADLOCKS ANDDEADLATCHES FOR SWINGING OR SLIDING DOOR APPLICATIONS. ALLFUNCTIONS SHALL BE MANUFACTURED IN A SINGLE SIZED CASEFORMED FROM 12 GAUGE MINIMUM, CORROSION RESISTANT STEEL(OPTION FOR FULLY STAINLESS STEEL CASE AND COMPONENTS).PROVIDE MINIMUM 2 7/8" THROW LAMINATED STAINLESS STEEL BOLT.BOTTOM RAIL DEADLOCKS TO HAVE 3/8” DIAMETER BOLTS.1.MANUFACTURERS:a.ADAMS RITE MANUFACTURING (AD) - MS1850S / MS1950SERIES.2.7LOCK AND LATCH STRIKESA.STRIKES: PROVIDE MANUFACTURER'S STANDARD STRIKE WITH STRIKEBOX FOR EACH LATCH OR LOCK BOLT, WITH CURVED LIP EXTENDED TOPROTECT FRAME, FINISHED TO MATCH DOOR HARDWARE SET, UNLESSOTHERWISE INDICATED, AND AS FOLLOWS:1.FLAT-LIP STRIKES: FOR LOCKS WITH THREE-PIECE ANTIFRICTIONLATCHBOLTS, AS RECOMMENDED BY MANUFACTURER.2.EXTRA-LONG-LIP STRIKES: FOR LOCKS USED ON FRAMES WITHAPPLIED WOOD CASING TRIM.3.ALUMINUM-FRAME STRIKE BOX: PROVIDE MANUFACTURER'SSPECIAL STRIKE BOX FABRICATED FOR ALUMINUM FRAMING.4.DOUBLE-LIPPED STRIKES: FOR LOCKS AT DOUBLE ACTING DOORS.FURNISH WITH RETRACTABLE STOP FOR RESCUE HARDWAREAPPLICATIONS.B.STANDARDS: COMPLY WITH THE FOLLOWING:1.STRIKES FOR MORTISE LOCKS AND LATCHES: BHMA A156.13.2.STRIKES FOR BORED LOCKS AND LATCHES: BHMA A156.2.3.STRIKES FOR AUXILIARY DEADLOCKS: BHMA A156.36.4.DUSTPROOF STRIKES: BHMA A156.16.2.8DOOR CLOSERSA.ALL DOOR CLOSERS SPECIFIED HEREIN SHALL MEET OR EXCEED THEFOLLOWING CRITERIA:1.GENERAL: DOOR CLOSERS TO BE FROM ONE MANUFACTURER,MATCHING IN DESIGN AND STYLE, WITH THE SAME TYPE DOORPREPARATIONS AND TEMPLATES REGARDLESS OF APPLICATION ORSPRING SIZE. CLOSERS TO BE NON-HANDED WITH FULL SIZEDCOVERS INCLUDING INSTALLATION AND ADJUSTING INFORMATIONON INSIDE OF COVER.2.STANDARDS: CLOSERS TO COMPLY WITH UL-10C FOR POSITIVEPRESSURE FIRE TEST AND BE U.L. LISTED FOR USE OF FIRE RATEDDOORS.3.CYCLE TESTING: PROVIDE CLOSERS WHICH HAVE SURPASSED 15MILLION CYCLES IN A TEST WITNESSED AND VERIFIED BY UL.4.SIZE OF UNITS: COMPLY WITH MANUFACTURER'S WRITTENRECOMMENDATIONS FOR SIZING OF DOOR CLOSERS DEPENDINGON SIZE OF DOOR, EXPOSURE TO WEATHER, AND ANTICIPATEDFREQUENCY OF USE. WHERE CLOSERS ARE INDICATED FOR DOORSREQUIRED TO BE ACCESSIBLE TO THE PHYSICALLY HANDICAPPED,PROVIDE UNITS COMPLYING WITH ANSI ICC/A117.1.5.CLOSER ARMS: PROVIDE HEAVY DUTY, FORGED STEEL CLOSERARMS UNLESS OTHERWISE INDICATED IN HARDWARE SETS.6.CLOSERS SHALL NOT BE INSTALLED ON EXTERIOR OR CORRIDORSIDE OF DOORS; WHERE POSSIBLE INSTALL CLOSERS ON DOORFOR OPTIMUM AESTHETICS.7.CLOSER ACCESSORIES: PROVIDE DOOR CLOSER ACCESSORIESINCLUDING CUSTOM TEMPLATES, SPECIAL MOUNTING BRACKETS,SPACERS AND DROP PLATES AS REQUIRED FOR PROPERINSTALLATION. PROVIDE THROUGH-BOLT AND SECURITY TYPEFASTENERS AS SPECIFIED IN THE HARDWARE SETS.B.DOOR CLOSERS, SURFACE MOUNTED (HEAVY DUTY): ANSI/BHMA A156.4,GRADE 1 SURFACE MOUNTED, HEAVY DUTY DOOR CLOSERS WITHCOMPLETE SPRING POWER ADJUSTMENT, SIZES 1 THRU 6; AND FULLYOPERATIONAL ADJUSTABLE ACCORDING TO DOOR SIZE, FREQUENCYOF USE, AND OPENING FORCE. CLOSERS TO BE RACK AND PINIONTYPE, ONE PIECE CAST IRON OR ALUMINUM ALLOY BODYCONSTRUCTION, WITH ADJUSTABLE BACKCHECK AND SEPARATENON-CRITICAL VALVES FOR CLOSING SWEEP AND LATCH SPEEDCONTROL. PROVIDE NON-HANDED UNITS STANDARD.1.MANUFACTURERS:a.NORTON DOOR CONTROLS (NO) - 7500 SERIES.2.9ARCHITECTURAL TRIMA.DOOR PROTECTIVE TRIM1.GENERAL: DOOR PROTECTIVE TRIM UNITS TO BE OF TYPE ANDDESIGN AS SPECIFIED BELOW OR IN THE HARDWARE SETS.2.SIZE: FABRICATE PROTECTION PLATES (KICK, ARMOR, OR MOP) NOTMORE THAN 2" LESS THAN DOOR WIDTH (LDW) ON STOP SIDE OFSINGLE DOORS AND 1” LDW ON STOP SIDE OF PAIRS OF DOORS,AND NOT MORE THAN 1" LESS THAN DOOR WIDTH ON PULL SIDE.COORDINATE AND PROVIDE PROPER WIDTH AND HEIGHT ASREQUIRED WHERE CONFLICTING HARDWARE DICTATES. HEIGHT TOBE AS SPECIFIED IN THE HARDWARE SETS.3.WHERE PLATES ARE APPLIED TO FIRE RATED DOORS WITH THE TOPOF THE PLATE MORE THAN 16” ABOVE THE BOTTOM OF THE DOOR,PROVIDE PLATES COMPLYING WITH NFPA 80. CONSULTMANUFACTURER'S CATALOG AND TEMPLATE BOOK FOR SPECIFICREQUIREMENTS FOR SIZE AND APPLICATIONS.4.PROTECTION PLATES: ANSI/BHMA A156.6 CERTIFIED PROTECTIONPLATES (KICK, ARMOR, OR MOP), FABRICATED FROM THEFOLLOWING:a.STAINLESS STEEL: 300 GRADE, 050-INCH THICK.5.OPTIONS AND FASTENERS: PROVIDE MANUFACTURER'SDESIGNATED FASTENER TYPE AS SPECIFIED IN THE HARDWARESETS. PROVIDE COUNTERSUNK SCREW HOLES.6.MANUFACTURERS: ROCKWOOD PRODUCTS; ASSA ABLOYARCHITECTURAL DOOR ACCESSORIES (RO).DIVISION 1 - GENERAL CONDITIONS, CONT.DIVISION 8 - DOOR, WINDOWS AND GLASS, CONT.:DIVISION 8 - DOOR, WINDOWS AND GLASS, CONT.:DIVISION 8 - DOOR, WINDOWS AND GLASS, CONT.:7.01 QUALITY CONTROLA.MATERIALS STALL MEET OR EXCEED THE FOLLOWING STANDARDS:1.INSULATION:a.FIBERGLASS BATT INSULATION SHALL BE INSTALLED PER THECALIFORNIA ENERGY REQUIREMENTS (TITLE 24).b.INSTALL ALL FIBERGLASS BATT INSULATION WITH FOIL ORKRAFT-FACING TOWARD INTERIOR SPACES.c.ALL PLUMBING WALLS ADJACENT TO INTERIOR SPACES SHALL BESOUND INSULATED WITH FIBERGLASS BATTS.2.ROOFING:a.AIL WORK SHALL COMPLY WITH THE NCRA "ROOFING ANDWATERPROOFING MANUAL."b.GENERAL CONTRACTOR TO SUBMIT A ROOFING PRODUCT TO THEARCHITECT FOR APPROVAL THAT BEST MATCHES THE LOOK OFTHE EXISTING ROOFING WHILE MEET ALL LOCAL AND STATE CODEREQUIREMENTS WITH A 20 YEAR WARRANTY. THE ROOFING SHALLBE APPLIED ACCORDING TO MANUFACTURERS SPECIFICATIONS.c.THE MINIMUM PERFORMANCE STANDARD FOR BUILT UP ROOFINGFOR NAILABLE DECKS SHALL BE SCHULIER INTERNATIONAL 4SNCOR EQUAL AS APPROVED BY OWNER AND BEAR A CLASS A FIREPROOF RATING. ALL PRODUCTS AND COMPONENTS SHALL BE BYSAME MANUFACTURE. COLOR AS SELECTED BY OWNER (U.O.N).d.ROOFING NAILS SHALL BE ALUMINUM OR HOT DIP GALVANIZED IIOR 12 GA SHARP, POINTED CONVENTIONAL ROOFING NAILS WITHBARBED SHANKS, MIN 3/8" DIA. HEAD AND OR SUFFICIENT LENGTHTO PENETRATE MIN 3/4" INTO SOLID DECKING OR TO PENETRATETHROUGH PLYWOOD SHEATHING (U.O.N).e.THE ROOFING CONTRACTOR SHALL SUPPLY TO THE OWNER AWRITTEN GUARANTEE TO REPAIR WITHOUT COST TO THE OWNER,ANY LEAKS DUE TO FAULTY MATERIALS OR WORKMANSHIP, WHICHDEVELOP WITHIN 1 YEAR FROM THE DATE OF ACCEPTANCE BYOWNER OF COMPLETED BUILDING. DURING THIS TIME PERIOD, ANYREPAIR WORK REQUIRED BECAUSE OF ACT OF GOD, ABUSE,ALTERATIONS, OR FAILURE TO THE SUBSTRATE AND/ORSUPPORTING STRUCTURE (OTHER THAN THAT CAUSED BYDEFECTS IN THE ROOFING WORK) SHALL BE COMPLETED BY THECONTRACTOR AND PAID FOR BY THE OWNER, PROMPTLY AFTERCOMPLETION OF THE REQUIRED REPAIR WORK IN EACH INSTANCE.THE ROOFING CONTRACTOR STALL FURNISH THEMANUFACTURER'S STANDARD LIMITED MATERIAL WARRANTY FORA MINIMUM OF 20 YEARS FROM THE DATE OF COMPLETION OF THEROOF.3.FLASHING:a.ALL WORK STALL COMPLY WITH THE SMACNA "ARCHITECTURALSHEET METAL"b.ALL METAL FLASHING TO CONFORM TO ASTM A525, COMMERCIALGRADE WITH 0.20% COPPER.c.ALL METAL FLASHING SHALL BE 26 GAUGE FOR WORK LESS THAN6" WIDE, 20 GAUGE FOR WORK OVER 6" WIDE OR AS INDICATED ONTHE DRAWINGS. USE 20 GAUGE MINIMUM FOR CLIPS.d.SHEET METAL FLASHING SHALL BE INSTALLED AT ALL LOCATIONSWHERE DIFFERENT MATERIAL INTERSECT SUCH AS ROOF TO WALL,ROOF TO ROOF, DECK/BALCONY/LANDLNG TO WALL,PENETRATIONS INTO WALLS, CHIMNEYS AND AS DETAILED. FLASHAND COUNTERFLASH AS REQUIRED TO MAKE WATERTIGHT.e.THE CENTER OF FLASHING FOR ALL THROUGH VENTS AND ALLELECTRICAL SERVICE CONNECTIONS, SHALL NOT BE LESS THAN 16"FROM CENTER OF ANY VALLEY. SEE MANUFACTURER'S PRINTEDINSTALLATION INSTRUCTIONS.4.SHEATHING PAPERa.PROVIDE SHEATHING PAPER UNDER EXTERIOR METAL LATH ANDPLASTER, UNDER WOOD SIDING, UNDER MASONRY VENEER,UNDER METAL FLASHINGS AND WHERE DETAILED.b.USE ASPHALT-SATURATED ORGANIC FELT COMPLYING TO ASTMD226, TYPE I, (U.O.N).c.INSTALL SINGLE LAYERS ON VERTICAL SURFACES, DOUBLE LAYEROVER WALL CAPS, AND WHERE INDICATED. DOUBLE LAYER BEHINDMASONRY VENEER WITH CORNERS DOUBLE LAPPED. FORADDITIONAL INFORMATION REGARDING INSTALLATION BEHINDSTUCCO SEE DIVISION 9.a.LAPPING: HORIZONTAL JOINTS: LAP PAPER AS DETAILED AND NOTLESS THAN 3 INCHES; WALL CORNERS: WRAP PAPER TO OVERLAPNOT LEES THAN 12 INCHES EACH SIDE OF COMER; VERTICALJOINTS: LAP PAPER NOT LESS THAN 6 INCHES.b.LAP PAPER OVER HEAD FLASHING AND BASE SCREEDS, ROOF ENDWATERPROOF MEMBRANES, END UNDER SILL FLASHING. TREATPENETRATIONS AND OTHER DETAILS AS NECESSARY FARADEQUATE WEATHER PROTECTION.c.WALL OPENINGS: INDIVIDUALLY FLASH ALL EXTERIOR OPENINGSFOR FIXTURES SUCH AS WINDOWS, DOORS AND VENTS TO MAKETHEM WATERPROOF. FLASHING MATERIAL SHALL PROVIDE AFOUR HOUR MINIMUM PROTECTION FROM WATER PENETRATIONWHEN TESTED IN ACCORDANCE WITH ASTM D-779. SEALANTSHALL COMPLY TO FS. TT-S-1657. W.R GRACE ICE AND WATERSHIELD SHALL BE USED, OVER SOLID BACKING. FLASHINGMATERIAL AT LEAST 9" WIDE SHALL BE APPLIED IN AWEATHERBOARD FASHION, BEGINNING WITH THE SILL WITH ASTRIP LONG ENOUGH TO PROJECT BEYOND THE JAMB FLASHINGTO BE APPLIED. THE TWO JAMB FLASHING ARE THEN APPLIED,WITH SUFFICIENT LENGTH TO EXTEND BEYOND THE SILLFLASHING, AND WITH THE SANE DISTANCE AT THE TOP. FORFIXTURES WITHOUT NAIL ON FLANGES THE FLASHING SHALL BE12" MINIMUM WIDTH AND EXTEND INTO THE ROUGH FRAME AT THESILL AND JAMB. FOR NAIL ON FLANGE FIXTURES INSTALL BYPRESSING FLANGE POSITIVELY INTO A CONTINUOUS BEAD OFSEALANT WHICH EXTENDS AROUND THE BOTTOM AND SIDES OFFIXTURE. APPLY THE TAP HORIZONTAL FLASHING LAST,SUFFICIENT LENGTH TO EXTEND BEYOND THE JAMB FLASHING.OVERLAP AND SEAL AGAINST THE TOP NAILING FLANGE OR GSMHEAD FLASHING WITH A CONTINUOUS BEAD OF SEALANT. APPLYREMAINING WALL SHEATHING PAPER IN A WEATHERBOARDFASHION WITH THE SILL FLASHING LAPPING OVER THE TOP ANDTHE HEAD AND JAMB FLASHING BELOW.4.SHEET MEMBRANE WATERPROOFINGa.THE MINIMUM PERFORMANCE STANDARD SHALL BE W.R GRACE"BITUTHENE SYSTEM 4000", NO SUBSTITUTIONS ALLOWED. ALLPRODUCTS AND COMPONENTS SHALL BE BY SAMEMANUFACTURER. INSTALL IN STRICT ACCORDANCE WITHMANUFACTURER'S INSTRUCTIONS TO ASSURE WATERPROOFINTEGRITY.b.QUALITY ASSURANCE, PRE-INSTALLATION CONFERENCE: APRE-INSTALATION CONFERENCE SHALL BE HELD PRIOR TOCOMMENCEMENT OF FIELD OPERATIONS TO ESTABLISHPROCEDURES TO MAINTAIN OPTIMUM WORKING CONDITIONS ANDTO COORDINATE THIS WORK WITH RELATED AND ADJACENTWORK. AGENDA FOR MEETING SHALL INCLUDE REVIEW OFSPECIAL DETAILS AND FLASHING. THIS MEETING SHALL INCLUDETHE REPRESENTATIVES OF THE GENERAL CONTRACTOR,APPLICATOR, MANUFACTURER, AND ARCHITECT. A TRAINEDEMPLOYEE OF THE MANUFACTURER SHALL BE ON SITEPERIODICALLY DURING MEMBRANE WATERPROOFING WORK TOREVIEW INSTALLATION PROCEDURES.c.WATER TEST: DECK MEMBRANES SHALL BE WATER TESTED ANDAPPROVED IMMEDIATELY BEFORE INSTALLATION OF FINISHMATERIALS. WATER TESTS SHALL BE WITNESSED BY THEARCHITECT. A WATER TEST IS CONDUCTED BY CLOSING ANY DECKDRAINS AND ERECTING TEMPORARY DAMS WHERE REQUIRED TORETAIN WATER EN THE WATERPROOFING MATERIAL SURFACE,THEN FLOODING THE SURFACE TO A MINIMUM DEPTH OF 2". CAREMUST BE TAKEN SO THAT THE WEIGHT OF WATER RETAINED DOESNOT EXCEED THE LOAD CARRYING CAPACITY OF THESTRUCTURAL DECK, AND THAT THE HEIGHT OF THE WATER DOESNOT EXCEED THE LOWEST FLASHING.6.ROOF ACCESSORIESa.THE MINIMUM PERFORMANCE STANDARD TOR PREFABRICATEDACRYLIC SKYLIGHTS SHALL BE BRISTOLLTE, "AL-CM2" OR EQUALAS APPROVED BY OWNER. COLOR AS SELECTED BY OWNER,INSTALL AS PER MANUFACTURER'S INSTRUCTIONS.7.CAULKING AND SEALANTS/LOCATIONS:a.SEALANT LOCATIONS:LOCATIONS SUCH AS CERAMIC TILE, PLUMBING FIXTURES, ANDOTHER WHERE MILDEW RESISTANT SEALANT IS REQUIRED.LOCATION WHERE HIGH DEGREE OF MOVEMENT IS ANTICIPATED.JOINTS AND CRACKS AROUND WINDOWS, THRESHOLDS, DOORFRAMES, WALL PENETRATIONS, CONNECTIONS AND OTHER JOINTSNECESSARY TO SEAL OFF BUILDING FROM OUTSIDE AIR ANDMOISTURE.BETWEEN EXTERIOR WALL SOLE PLATE AND SLAB ON GRADE.ALL JOINTS NECESSARY TO MAKE THE BUILDING WATERTIGHT ANDTO PREVENT THE PASSAGE OF DIRT, DUST, WIND, AIR OR WATER.AT INTERIOR INSULATED SOUND WALLS.FIRE STOPPING AT PENETRATIONS OF FIRE RATED ASSEMBLIES.b.MINIMUM PRODUCT STANDARDS FOR SEALANTS SHALL BE ASFOLLOWS:EXTERIOR WINDOW AND DOOR FRAMES AND MASONRY TO CEMENTPLASTER: SONOLASTIC NP2, BY SORNEBORN OR EQUAL. COLOR TOMATCH WALL SURFACE.INTERIOR SOUND MALLS AT SILL: TREMCO ACOUSTICAL SEALANT OREQUAL.WOOD SOLE PLATE TO CONCRETE, WINDOW SILLS AND DOORTHRESHOLDS: DOW CORNING 790 SILICONE BUILDING SEALANT OREQUAL. COLOR: TO MATCH ADJACENT WALL.PAINTED EXTERIOR WINDOWS FRAMES TO METAL FRAMES ORFLASHING: DOW CORNING 999A GLAZING SEALANT OR EQUAL.COLOR: CLEAR.CAULKING FOR JOINTS IN FLOOR SLABS ON GRADE: PRC RUBBERCAULK 230, TWO-PART SELF-LEVELING POLYURETHANE, SHORE AHARDNESS 35.JOINT FILLERS: CLOSED CELL INERT POLYURETHANE ORPOLYETHYLENE AS RECOMMENDED BY CAULKING MANUFACTURER.WIDTH OR DIAMETER OF PREFORMED BACKING MATERIAL TO BE1-1/4 TO 1-1/3 TIMES THE WIDTH OF THE JOINT TO BE SEALED. FIRESTOPPING AT PENETRATIONS OF FIRE RATED ASSEMBLIES: 3M FIREPROTECTION PRODUCTS CP 25 CAULK.c.CAULKING AND SEALANTS SHALL BE INSTALLED PERMANUFACTURER'S WRITTEN SPECIFICATIONS. CONSULTMANUFACTURER WHEN SEALANT CANNOT BE APPLIED WITHINRECOMMENDED TEMPERATURE RANGES. ALL EXPOSED CAULKINGSHALL BE FREE OF WRINKLES, SAGS, AIR POCKETS, RIDGES ANDEMBEDDED IMPURITIES. AFTER JOINTS ARE COMPLETELY FILLED,THEY SHALL BE TOOLED TO A SLIGHT, NEAT CONCAVE JOINT.DIVISION 7 - THERMAL AND MOISTURE PROTECTION, CONT.1-112-

GENERAL NOTES AND SPECIFICATIONSALL FINISHES ARE TO BE INSTALLED PER MANUFACTURER'S RECOMMENDEDINSTALLATION INSTRUCTIONS. PROVIDE ALL WARRANTY & CAREINSTRUCTIONS TO TENANT AS PART OF CLOSE OUT PACKAGE.9.1DRYWALL PARTITIONS:A. THE GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ALL NEWPARTITION, SOFFIT, AND CEILING CONSTRUCTION WHERE INDICATED ON THEDRAWINGS. NEW CONSTRUCTION SHALL MATCH THAT OF EXISTINGADJACENT CONDITIONS, IF APPLICABLE, EXCEPT WHERE NOTED OTHERWISEON THE DRAWINGS.B. ALL NEW PARTITION CONSTRUCTION SHALL BE IN STRICTACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS ANDSPECIFICATIONS, AND SHALL CONFORM TO BUILDING STANDARDSPECIFICATIONS WHERE APPLICABLE.C. THE GENERAL CONTRACTOR SHALL LOCATE AND DESIGNATE ALLNEW AND REMAINING PARTITIONS AS NOTED ON THE DRAWINGS FOR REVIEWBY ARCHITECT ON SITE PRIOR TO COMMENCEMENT OF DEMOLITION OR NEWWORK.9.5PAINTING AND DECORATINGA. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDINGALL MATERIALS AND LABOR AS NECESSARY TO PROVIDE PAINTING ANDDECORATING WORK AS SPECIFIED AND INDICATED ON THE DRAWINGS.B. ALL WALLS, DRYWALL CEILINGS, DOORS, FRAMES AND WOODWORKSHALL BE FREE FROM DEFECTS AND BE FILLED AND SANDED SMOOTH PRIORTO RECEIVING PAINTED AND/OR NATURAL FINISHES. NEW WORK SHALL BEPRIMED AND PAINTED WITH NOT LESS THAN ONE PRIME AND TWO FINISHCOATS. PREVIOUSLY FINISHED WORK SHALL RECEIVE NOT LESS THAN TWOFINISH COATS.D. PAINTING SYSTEM CONSTRUCTION:1. DRYWALL - 1ST COAT - BENJAMIN MOORE (BM) LATEX QUICK DRYPRIME SEALER II (201).a. DRYWALL CEILINGS 2ND & 3RD COAT - "BM" REGAL WALLSATINLATEXFLAT (215). REFER TO FINISH PLAN FOR PAINTCOLORS.b. DRYWALL WALLS 2ND & 3RD COAT - "BM" REGAL AQUAPEARLLATEX(310) OR EGGSHELL. REFER TO FINISH PLAN FOR PAINTCOLORS.c. DRYWALL WALLS 2ND & 3RD COAT IN BATHROOMS,KITCHENS, JANITOR CLOSETS, ETC. SEMI GLOSS FINISH. REFERTO FINISH PLAN FOR PAINT COLORS.DIVISION 10 - SPECIALTIES10.1 ALL LOCKERS AN TOILET PARTITIONS TO BE INSTALLED PERMANUFACTURER'S RECOMMENDATIONS.10.2 SUBMITTALS: GENERAL CONTRACTOR TO PROVIDE FULL SUBMITTALINCLUDING BUT NOT LIMITED TO PRODUCT DATA, MATERIAL SAMPLES ANDSHOP DRAWINGSDIVISION 11 – EQUIPMENTDIVISION 12 – FURNISHINGSDIVISION 13 - SPECIAL CONSTRUCTION(NOT USED)DIVISION 14 - CONVEYING SYSTEM(NOT USED)DIVISION 15 - MECHANICAL & DIVISION 16 - ELECTRICALd. OTHER FINISH COATS AS NOTED ON PLAN.e. EXISTING CONSTRUCTION ONLY, 2ND & 3RD COAT ASREQUIRED, OR NOTED.2. MISCELLANEOUS WOOD TRIM - 1ST COAT - BENJAMIN MOOREALKYD ENAMEL UNDERBODY (217).a. 2ND & 3RD COAT - AS NOTED.b. EXISTING CONSTRUCTION ONLY, 2ND & 3RD COAT ASREQUIRED, OR NOTED.3. MISCELLANEOUS METAL TRIM - 1ST COAT - BENJAMIN MOOREIRONCLAD RETARDO RUST INHIBITIVE PAINT (163).a. 2ND & 3RD COAT - "BM" SATIN IMPERVO (235) OR ALKYDDULAMEL (207) FOR SEMI-GLOSS FINISH.b. OTHER FINISH COATS AS NOTED ON PLAN.c. EXISTING CONSTRUCTION ONLY, 2ND & 3RD COAT ASREQUIRED.NOTE: IF OTHER PAINT MANUFACTURER IS USED, FOLLOW SAMEPRODUCT SPECIFICATIONS AS SHOWN FOR "BM".E. UNLESS OTHERWISE NOTED, PREPARE AND PAINT ALL EXPOSEDITEMS INCLUDING COLUMNS, PANEL BOXES, CONDUIT, SURFACE RACEWAYS,DRAPERY POCKETS, ETC. NOT PRE-FINISHED TO MATCH ADJACENT PARTITIONOR CEILING COLOR.F. FINISH VERTICAL EDGES OF PAINT GRADE DOORS TO MATCH FACES.SEAL TOP AND BOTTOM EDGES.G. PAINT ASTRAGALS AT FIRE RATED DOORS TO MATCH DOOR.H. ALL SHOP PAINTED WOOD DOORS TO BE PAINTED TO AWI-OP4SPECIFICATION FOR SOLID COLORS AND AWI TO VIF-4 FOR CLEAR FINISHES.D. PARTITIONS SHALL BE PLUMB AND DIMENSIONS SHALL BE WITHIN1/8” IN 20’ - 0” ALONG LENGTH OF PARTITIONS. CONTRACTOR SHALL NOTADJUST DIMENSIONS MARKED “CLEAR” OR “HOLD” WITHOUT REVIEW BYTHE ARCHITECT.E. PROVIDE WATER RESISTANT GYPSUM WALL BOARD AT TOILETROOM PARTITIONS AND OTHER WET AREAS. PROVIDE TYPE “X” GYPSUMBOARD AT ALL OTHER LOCATIONS.F. INSTALL GYPSUM WALL BOARD WITH LONG DIMENSIONSPERPENDICULAR TO FRAMING.G. NEW AND EXISTING GYPSUM WALL BOARD SHALL BE TAPED ANDSANDED WITH NO VISIBLE JOINTS. SURFACES ARE TO BE FREE OFIMPERFECTIONS AND SHALL HAVE SMOOTH LEVEL 4 SURFACE READY TORECEIVE SCHEDULED FINISH. WHERE DEEP TONE PAINT IS SCHEDULED, SKIMCOAT FULL SURFACE OF SUBSTRATE TO LEVEL 5 FINISH. REFERENCE USGSTANDARDS.H. ALL PENETRATIONS THROUGH FIRE RATED PARTITIONS TO BEPROPERLY FIRE STOPPED PER CODE.9.2CEILINGS SYSTEMS:A. PATCH AND REPAIR: GENERAL CONTRACTOR TO PATCH ANDREPAIR EXISTING CEILING SYSTEM WHERE AFFECTED BY DEMOLITION ORNEW CONSTRUCTION SO AS TO LEAVE NO EVIDENCE OF REMODELING WORK.9.3TILEA.MATERIAL AND APPLICATION SHALL COMPLY TO APPLICABLESECTIONS OF TCA "HANDBOOK FOR CERAMIC TILE INSTALLATION."AND ITS REFERENCED STANDARDS.B.GENERAL CONTRACTOR TO PROVIDE FULL SUBMITTAL INCLUDINGBUT NOT LIMITED TO PRODUCT DATA, 6"X6" MATERIAL SAMPLES,GROUT OPTIONS AND LAYOUT DRAWINGS.C.TILE SHALL MEET OR EXCEED THE FOLLOWING STANDARDS:1.QUARRY AND CERAMIC TILE: ANSI 137.12.GRANITE: ASTM 6153.MARBLE: ASTM C5034.SLATE: ASTM C6295.LIMESTONE: ASTM C568D.PRODUCT APPLICATION:1.TILE SHALL BE INSTALLED IN ACCORDANCE TO THE LATESTADDITION OF TCA "HANDBOOK FOR CERAMIC TILE INSTALLATION" (U.O.N).(NOT USED)C. GENERAL CONTRACTOR TO PROVIDE FULL SUBMITTAL INCLUDING BUTNOT LIMITED TO PRODUCT DATA AND1' X1' PAINT AND CONCRETE SEALERSAMPLES.(NOT USED)16.1 SUBMITTALS: GENERAL CONTRACTOR TO PROVIDE A FULLSUBMITTAL INCLUDING BUT NOT LIMITED TO PRODUCT DATA, SHOPDRAWINGS, AND CALCULATIONS.DIVISION 9 - FINISHES2.10DOOR STOPS AND HOLDERSA.GENERAL: DOOR STOPS AND HOLDERS TO BE OF TYPE AND DESIGN ASSPECIFIED BELOW OR IN THE HARDWARE SETS.B.DOOR STOPS AND BUMPERS: ANSI/BHMA A156.16, GRADE 1 CERTIFIEDDOOR STOPS AND WALL BUMPERS. PROVIDE WALL BUMPERS, EITHERCONVEX OR CONCAVE TYPES WITH ANCHORAGE AS INDICATED, UNLESSFLOOR OR OTHER TYPES OF DOOR STOPS ARE SPECIFIED IN HARDWARESETS. DO NOT MOUNT FLOOR STOPS WHERE THEY WILL IMPEDE TRAFFIC.WHERE FLOOR OR WALL BUMPERS ARE NOT APPROPRIATE, PROVIDEOVERHEAD TYPE STOPS AND HOLDERS.1.MANUFACTURERS:a.ROCKWOOD PRODUCTS; ASSA ABLOY ARCHITECTURAL DOORACCESSORIES (RO).C.OVERHEAD DOOR STOPS AND HOLDERS: ANSI/BHMA A156.6, GRADE 1CERTIFIED OVERHEAD STOPS AND HOLDERS TO BE SURFACE ORCONCEALED TYPES AS INDICATED IN HARDWARE SETS. TRACK, SLIDE,ARM AND JAMB BRACKET TO BE CONSTRUCTED OF EXTRUDED BRONZEAND SHOCK ABSORBER SPRING OF HEAVY TEMPERED STEEL. PROVIDENON-HANDED DESIGN WITH MOUNTING BRACKETS AS REQUIRED FORPROPER OPERATION AND FUNCTION.1.MANUFACTURERS:a.RIXSON DOOR CONTROLS (RF).2.11ARCHITECTURAL SEALSA.GENERAL: THRESHOLDS, WEATHERSTRIPPING, AND GASKET SEALS TO BEOF TYPE AND DESIGN AS SPECIFIED BELOW OR IN THE HARDWARE SETS.PROVIDE CONTINUOUS WEATHERSTRIP GASKETING ON EXTERIOR DOORSAND PROVIDE SMOKE, LIGHT, OR SOUND GASKETING ON INTERIOR DOORSWHERE INDICATED. AT EXTERIOR APPLICATIONS PROVIDENON-CORROSIVE FASTENERS AND ELSEWHERE WHERE INDICATED.B.SMOKE LABELED GASKETING: ASSEMBLIES COMPLYING WITH NFPA 105THAT ARE LISTED AND LABELED BY A TESTING AND INSPECTING AGENCYACCEPTABLE TO AUTHORITIES HAVING JURISDICTION, FOR SMOKECONTROL RATINGS INDICATED, BASED ON TESTING ACCORDING TOUL 1784.1.PROVIDE SMOKE LABELED PERIMETER GASKETING AT ALL SMOKELABELED OPENINGS.C.FIRE LABELED GASKETING: ASSEMBLIES COMPLYING WITH NFPA 80 THATARE LISTED AND LABELED BY A TESTING AND INSPECTING AGENCYACCEPTABLE TO AUTHORITIES HAVING JURISDICTION, FOR FIRE RATINGSINDICATED, BASED ON TESTING ACCORDING TO UL-10C.1.PROVIDE INTUMESCENT SEALS AS INDICATED TO MEET UL10CSTANDARD FOR POSITIVE PRESSURE FIRE TESTS OF DOORASSEMBLIES, AND NPFA 252, STANDARD METHODS OF FIRE TESTS OFDOOR ASSEMBLIES.D.SOUND-RATED GASKETING: ASSEMBLIES THAT ARE LISTED AND LABELEDBY A TESTING AND INSPECTING AGENCY, FOR SOUND RATINGS INDICATED.E.REPLACEABLE SEAL STRIPS: PROVIDE ONLY THOSE UNITS WHERERESILIENT OR FLEXIBLE SEAL STRIPS ARE EASILY REPLACEABLE ANDREADILY AVAILABLE FROM STOCKS MAINTAINED BY MANUFACTURER.F.MANUFACTURERS:1.PEMKO PRODUCTS; ASSA ABLOY ARCHITECTURAL DOORACCESSORIES (PE).2.12FABRICATIONA.FASTENERS: PROVIDE DOOR HARDWARE MANUFACTURED TO COMPLYWITH PUBLISHED TEMPLATES GENERALLY PREPARED FOR MACHINE,WOOD, AND SHEET METAL SCREWS. PROVIDE SCREWS ACCORDING TOMANUFACTURERS RECOGNIZED INSTALLATION STANDARDS FORAPPLICATION INTENDED.2.13FINISHESA.STANDARD: DESIGNATIONS USED IN THE HARDWARE SETS ANDELSEWHERE INDICATE HARDWARE FINISHES COMPLYING WITH ANSI/BHMAA156.18, INCLUDING COORDINATION WITH TRADITIONAL U.S. FINISHESINDICATED BY CERTAIN MANUFACTURERS FOR THEIR PRODUCTS.B.PROVIDE QUALITY OF FINISH, INCLUDING THICKNESS OF PLATING ORCOATING (IF ANY), COMPOSITION, HARDNESS, AND OTHER QUALITIESCOMPLYING WITH MANUFACTURER'S STANDARDS, BUT IN NO CASE LESSTHAN SPECIFIED BY REFERENCED STANDARDS FOR THE APPLICABLEUNITS OF HARDWAREC.PROTECT MECHANICAL FINISHES ON EXPOSED SURFACES FROM DAMAGEBY APPLYING A STRIPPABLE, TEMPORARY PROTECTIVE COVERINGBEFORE SHIPPING.PART 3 - EXECUTION3.1EXAMINATIONA.EXAMINE SCHEDULED OPENINGS, WITH INSTALLER PRESENT, FORCOMPLIANCE WITH REQUIREMENTS FOR INSTALLATION TOLERANCES,LABELED FIRE DOOR ASSEMBLY CONSTRUCTION, WALL AND FLOORCONSTRUCTION, AND OTHER CONDITIONS AFFECTING PERFORMANCE.B.NOTIFY ARCHITECT OF ANY DISCREPANCIES OR CONFLICTS BETWEENTHE DOOR SCHEDULE, DOOR TYPES, DRAWINGS AND SCHEDULEDHARDWARE. PROCEED ONLY AFTER SUCH DISCREPANCIES OR CONFLICTSHAVE BEEN RESOLVED IN WRITING.3.2PREPARATIONA.HOLLOW METAL DOORS AND FRAMES: COMPLY WITH ANSI/DHI A115SERIES.WOOD DOORS: COMPLY WITH ANSI/DHI A115-W SERIES.3.3INSTALLATIONA.INSTALL EACH ITEM OF MECHANICAL AND ELECTROMECHANICALHARDWARE AND ACCESS CONTROL EQUIPMENT TO COMPLY WITHMANUFACTURER'S WRITTEN INSTRUCTIONS AND ACCORDING TOSPECIFICATIONS.1.INSTALLERS ARE TO BE TRAINED AND CERTIFIED BY THEMANUFACTURER ON THE PROPER INSTALLATION AND ADJUSTMENT OFFIRE, LIFE SAFETY, AND SECURITY PRODUCTS INCLUDING: HANGINGDEVICES; LOCKING DEVICES; CLOSING DEVICES; AND SEALS.B.MOUNTING HEIGHTS: MOUNT DOOR HARDWARE UNITS AT HEIGHTSINDICATED IN FOLLOWING APPLICABLE PUBLICATIONS, UNLESSSPECIFICALLY INDICATED OR REQUIRED TO COMPLY WITH GOVERNINGREGULATIONS:1.STANDARD STEEL DOORS AND FRAMES: DHI'S "RECOMMENDEDLOCATIONS FOR ARCHITECTURAL HARDWARE FOR STANDARD STEELDOORS AND FRAMES."2.WOOD DOORS: DHI WDHS.3, "RECOMMENDED LOCATIONS FORARCHITECTURAL HARDWARE FOR WOOD FLUSH DOORS."3.WHERE INDICATED TO COMPLY WITH ACCESSIBILITY REQUIREMENTS,COMPLY WITH ANSI A117.1 "ACCESSIBILITY GUIDELINES FOR BUILDINGSAND FACILITIES."4.PROVIDE BLOCKING IN DRYWALL PARTITIONS WHERE WALL STOPS OROTHER WALL MOUNTED HARDWARE IS LOCATED.C.RETROFITTING: INSTALL DOOR HARDWARE TO COMPLY WITHMANUFACTURER'S PUBLISHED TEMPLATES AND WRITTEN INSTRUCTIONS.WHERE CUTTING AND FITTING ARE REQUIRED TO INSTALL DOORHARDWARE ONTO OR INTO SURFACES THAT ARE LATER TO BE PAINTEDOR FINISHED IN ANOTHER WAY, COORDINATE REMOVAL, STORAGE, ANDREINSTALLATION OF SURFACE PROTECTIVE TRIM UNITS WITH FINISHINGWORK SPECIFIED IN DIVISION 9 SECTIONS. DO NOT INSTALLSURFACE-MOUNTED ITEMS UNTIL FINISHES HAVE BEEN COMPLETED ONSUBSTRATES INVOLVED.D.THRESHOLDS: SET THRESHOLDS FOR EXTERIOR AND ACOUSTICAL DOORSIN FULL BED OF SEALANT COMPLYING WITH REQUIREMENTS SPECIFIED INDIVISION 7 SECTION "JOINT SEALANTS."E.STORAGE: PROVIDE A SECURE LOCK UP FOR HARDWARE DELIVERED TOTHE PROJECT BUT NOT YET INSTALLED. CONTROL THE HANDLING ANDINSTALLATION OF HARDWARE ITEMS SO THAT THE COMPLETION OF THEWORK WILL NOT BE DELAYED BY HARDWARE LOSSES BEFORE AND AFTERINSTALLATION.3.4FIELD QUALITY CONTROLA.FIELD INSPECTION: SUPPLIER WILL PERFORM A FINAL INSPECTION OFINSTALLED DOOR HARDWARE AND STATE IN REPORT WHETHER WORKCOMPLIES WITH OR DEVIATES FROM REQUIREMENTS, INCLUDINGWHETHER DOOR HARDWARE IS PROPERLY INSTALLED, OPERATING ANDADJUSTED.3.5ADJUSTINGA.INITIAL ADJUSTMENT: ADJUST AND CHECK EACH OPERATING ITEM OFDOOR HARDWARE AND EACH DOOR TO ENSURE PROPER OPERATION ORFUNCTION OF EVERY UNIT. REPLACE UNITS THAT CANNOT BE ADJUSTEDTO OPERATE AS INTENDED. ADJUST DOOR CONTROL DEVICES TOCOMPENSATE FOR FINAL OPERATION OF HEATING AND VENTILATINGEQUIPMENT AND TO COMPLY WITH REFERENCED ACCESSIBILITYREQUIREMENTS.3.6CLEANING AND PROTECTIONA.PROTECT ALL HARDWARE STORED ON CONSTRUCTION SITE IN ACOVERED AND DRY PLACE. PROTECT EXPOSED HARDWARE INSTALLED ONDOORS DURING THE CONSTRUCTION PHASE. INSTALL ANY AND ALLHARDWARE AT THE LATEST POSSIBLE TIME FRAME.B.CLEAN ADJACENT SURFACES SOILED BY DOOR HARDWARE INSTALLATION.C.CLEAN OPERATING ITEMS AS NECESSARY TO RESTORE PROPER FINISH.PROVIDE FINAL PROTECTION AND MAINTAIN CONDITIONS THAT ENSUREDOOR HARDWARE IS WITHOUT DAMAGE OR DETERIORATION AT TIME OFOWNER OCCUPANCY.3.7DEMONSTRATIONA.INSTRUCT OWNER'S MAINTENANCE PERSONNEL TO ADJUST, OPERATE,AND MAINTAIN MECHANICAL AND ELECTROMECHANICAL DOORHARDWARE.3.8DOOR HARDWARE SETSA.THE HARDWARE SETS REPRESENT THE DESIGN INTENT AND DIRECTIONOF THE OWNER AND ARCHITECT. THEY ARE A GUIDELINE ONLY ANDSHOULD NOT BE CONSIDERED A DETAILED HARDWARE SCHEDULE.DISCREPANCIES, CONFLICTING HARDWARE AND MISSING ITEMS SHOULDBE BROUGHT TO THE ATTENTION OF THE ARCHITECT WITH CORRECTIONSMADE PRIOR TO THE BIDDING PROCESS. OMITTED ITEMS NOT INCLUDED INA HARDWARE SET SHOULD BE SCHEDULED WITH THE APPROPRIATEADDITIONAL HARDWARE REQUIRED FOR PROPER APPLICATION ANDFUNCTIONALITY.B.MANUFACTURER'S ABBREVIATIONS:1.MK - MCKINNEY 2.AD - ADAMS RITE 3.YA - YALE 4.RO - ROCKWOOD 5.RF - RIXSON 6.NO - NORTON 7.PE - PEMKO HARDWARE SETS SET: 1.0DOORS: 100.1DESCRIPTION: EXTERIOR ALUM PAIR 6 HINGE (HEAVY WEIGHT)T4A3786 NRP US26DMK1 THRESHOLD BOLT4015603AD1 HEADER BOLT4016AD1 HEADER BOLT4085603AD1 MORTISE DEADLOCKMS1850S628AD1 CYLINDER2197626YA2 DOOR PULLBF158US32DRO2 CONC OVERHEAD STOP1-X36630RF2 SURFACE CLOSERPR7500689NO1 THRESHOLD171A OR PER STILL DETAILPE1 RAIN GUARD346C (OMIT @ OVERHANG)PE2 SWEEP18062CNBPE NOTES: WEATHERSTRIPPING AND ASTRAGAL BY ALUMINUM DOOR SUPPLIER SET: 2.0DOORS: 113.1, 113.2, 111.1DESCRIPTION: WAITING ROOM, CORRIDOR, HALL 3 HINGETA2714 US26DMK1 PASSAGE SETPB 5401LN626YA1 SURFACE CLOSER7500689NO1 DOOR STOP441HUS26DRO SET: 3.0DOORS: 104.1, 107.1DESCRIPTION: STOREROOM, IT 3 HINGETA2714 US26DMK1 STOREROOM LOCKPB 5405LN 1220626YA1 DOOR STOP441HUS26DRO SET: 4.0DOORS: 105.1, 106.1, 114.1, 115.1, 116.1, 117.1DESCRIPTION: OFFICE 3 HINGETA2714 US26DMK1 CYLINDRICAL LOCK PB 5408LN 1220626YA(CLASSROOM)1 DOOR STOP441HUS26DRO SET: 4.1DOORS: 118.1DESCRIPTION: CONFERENCE ROOM3 HINGETA2714 US26DMK1 CYLINDRICAL LOCK PB 5408LN 1220626YA(CLASSROOM)1 CONC OVERHEAD STOP1-X36630RF SET: 4.2DOORS: 110.1, 108.1DESCRIPTION: RESTROOMS3 HINGETA2714 US26DMK1 CYLINDRICAL LOCKPB 5408LN 1220626YA (CLASSROOM)1 SURFACE CLOSER7500689NO1 MOP PLATEK1050 6" HIGH BEVCSKUS32DRO1 KICK PLATEK1050 10" HIGH BEVCSKUS32DRO1 WALL STOP403US26DRO SET: 5.0DOORS: 109.1 DESCRIPTION: SHOWER3 HINGETA2714 US26DMK1 CYLINDRICAL LOCK (PRIVACY)PB 5402LN626YA1 SURFACE CLOSER7500689NO1 MOP PLATEK1050 6" HIGH BEVCSKUS32DRO1 KICK PLATEK1050 10" HIGH BEVCSKUS32DRO1 WALL STOP403US26DRO Set: 6.0Doors: 118.2 3 Hinge (heavy weight)T4A3786 NRP US26DMK1 Mortise DeadlockMS1850S628AD1 Cylinder2197626YA1 Door PullBF158US32DRO1 Conc Overhead Stop1-X36630RF1 Surface CloserPR7500689NO1 Threshold171A or Per Still DetailPE1 Rain Guard346C (omit @ overhang)PE1 Sweep18062CNBPE Notes: Weatherstripping by Aluminum Door Supplier Set: 6.1Doors: 119.1 3 Hinge (heavy weight)T4A3786 NRP US26DMK1 Storeroom LockPB 5405LN 1220626YA1 Conc Overhead Stop1-X36630RF1 Surface CloserPR7500689NO1 Kick PlateK1050 10" high BEVCSKUS32DRO1 Threshold171A or Per Still DetailPE1 Rain Guard346C (omit @ overhang)PE1 Gasketing2891APKPE1 Sweep18062CNBPE END OF SECTION 087100DIVISION 8 - DOOR, WINDOWS AND GLASS, CONT.:DIVISION 8 - DOOR, WINDOWS AND GLASS, CONT.:1-113-

Acessibility NotesGRAB BAR AND TISSUE HOLDER AT TOILETSINKCOMBINATION T.P./SEATCOVER DISPENSERCOMBINATION WASTE/TOWEL UNITSSANITARY NAPKIN VENDORTOWEL BARCLOTHES HOOKOUTLETSSWITCHESMIRRORNOTE:MOUNTING HEIGHT FROM FINISHEDFLOOR TO HIGHEST OPERABLECONTROL, TYPICAL.1-1/2" CLR.3'-4"MAX. 4'-0"MAX.
48" MAX.
18" MAX, 15" MIN.
4'-0"MAX.
3'-4"
3'-4"MAX.
3'-4"MAX.
3'-4"MAX.

FIXTURE AND ACCESSORY MOUNTING 4'-6"1'-0"MAX.3'-6"1'-7"MIN 33" - 36"3'-0"MIN.1'-0"6"33" - 36"
17"-19"7"-9"2'-0" MIN34" MAX.17" TO 25" TOECLEARANCEDEPTH27" MIN. 9"MIN.6"MAX.8" MIN KNEECLEARANCE11"MIN.FINISH FLOORFINISH FLOORCARPET211:2 SLOPE MAX1:2 SLOPE MAX21DOOR1/4 1/4
1/4MAX.3/8MAX.1/4MAX.

ADA SINK CLEARANCES
3/8 PULL SIDEPANIC HARDWARE(WHERE REQUIRED)CLEAR LEVELLANDINGPUSH SIDECLEAR LEVEL LANDINGPROVIDE 12" MIN. IF DOORIS EQUIPPED WITH BOTH ALATCH AND A CLOSER*NOTE: 2% MAX SLOPE ATEXTERIOR LANDINGS ONLY48"60"12"2'-8"CLEARPUSH SIDE

PULL SIDE
22" MIN.
36" MIN.60" MIN.44" MIN. ** NOTE: 48"MINIMUM IFDOOR HASBOTH A LATCHAND A CLOSERNOTE: ALL DOORS IN ALCOVES SHALL COMPLY WITH THE CLEARANCES FOR FRONT APPROACHES24" MIN.

FOR LATCH

APPROACHFOR HINGE

APPROACH
ADA DOOR CLEARANCES 18" MIN. CLEAR @ INT. DOOR24" MIN. CLEAR @ EXT. DOOR30" MIN.25" MAX.ELEVATIONPLAN8" MIN.9" MIN.11" MIN.27" MIN.ELEVATION@ LAVATORY8" MIN.9" MIN.11" MIN.27" MIN. 29" MIN.

ADA KNEE CLEARANCE GRAB BAR,42" MIN.60" X 60"LEVEL AND CLEAR60" MIN. DIA.32" MIN.

CLEAR 24" MIN.GRAB BAR,36" MIN.44" MIN.CLEAR30" X 48"CLEAR SPACE34" MIN.CLEAR59" MIN. ATFLOOR MOUNTED W.C.54" MIIN.FLUSHLEVER ONWIDE SIDE60" MIN. MANEUVERING60" MIN. 17" - 18"
MULTIPLE TOILET FACILITY 36" MIN.35" MIN.
37" MAX.

AMBULATORY
STALLS
60" MIN.NOTES:1. AT LEAST ONE SIGN SHALL INCLUDE THEINTERNATIONAL SYMBOL OFACCESSIBILITY PER CBC SECTION 11B-703.7.2.2. PICTORIAL SYMBOL SIGNS SHALL BEACCOMPANIED BY THEEQUIVALENT VERBAL DESCRIPTION PLACEDDIRECTLY BELOW THEPICTOGRAM. THE BORDER DIMENSION OF ANYPICTOGRAM, IF PROVIDED,SHALL BE A MINIMUM OF 6" IN HEIGHT, ANDSHALL HAVE RAISED PROFILE.3. SIGNAGE SHALL COMPLY WITH ALLREQUIREMENTS OF CBC SECTION11B-703.DOOR MOUNTEDSIGNAGECENTERED ONDOOR ± 1", PERCBC SECTION11B-703.7.2.610" KICKPLATE58" MIN. -60" MAX.CL DOOR AND SIGNRESTROOM SIGNAGE MOUNTING REQIREMENTS RESTROOMWOMENMENWALL MOUNTEDSIGNAGE TO BELOCATED ON LATCHSIDE OF DOOR. CLEAROF DOOR SWING.60" MAX NOTE:1. RAISED LETTERING 1/32" TYP.2. GRADE 2 BRAILLE TYP.RAISED BRAILLE MARKING PER2016 CBCWALL MOUNTED SIGNAGE48" MIN 58" - 60" A.F.F.GENDER NEUTRALRESTROOMWOMENS RESTROOMMENS RESTROOM58" - 60" A.F.F.58" - 60" A.F.F.58" - 60" A.F.F.DOOR MOUNTED SIGNAGE2'-0"2'-0 "
2'-0"
2'-0"1'-0"1'-0"1'-0"1'-0"
33" - 36"27" MAX.19" MIN.27" MAX.39"-41"
30" MIN.36MIN. CLR.15" - 16"60CLR.22" - 23"2 1/2" MAX.14" - 15" 48" MAX
60" HOSEHAND HELDSPRAYERSINGLE LEVERCONTROL VALVESOAP DISH18"-24" TO SEATBACKFOLDING SHOWERSEATMAX. 6" FROMWALL WHENFOLDED1/2" BEVELLEDLIP MAX.SLOPE 1/4" / FT.

MAX.ELEVATIONPLAN19" MIN.27" MAX19" MIN.3"MAX.
1 1/2"
MAX.LC9.0240"

ROLL IN SHOWER
GRAB BAR, 48" MIN.GRAB BAR, 36" MIN.30"x48" CLEAR FLOOR SPACE60" MIN. DIA.17" - 18"1'-6"2'-0"MIN. 4'-0"MIN.2'-8"FLUSH LEVERON WIDE SIDE60" MIN.SINGLE OCCUPANT TOILET T-SHAPE 180° TURNSCLEAR WIDTH FOR TWO WHEELCHAIRS TO PASS PARALLELTHROUGH CORRIDORMAX. SIDE REACH OVER ANOBSTRUCTIONNOTE: MAXIMUM DEPTH OF OBSTRUCTION ALLOWED IS25". WHEN DEPTH OF OBSTRUCTION IS BETWEEN 20"AND 25", THE MAXIMUM FORWARD REACH HEIGHT FROMTHE FLOOR SURFACE IS 44". WHEN DEPTH OFOBSTRUCTION IS LESS THAN 20", THE MINIMUM CLEARHEIGHT BENEATH THE OBSTRUCTION IS 27". WHENDEPTH OF OBSTRUCTION IS GREATER THAN 20", THECLEAR HEIGHT BELOW THE OBSTRUCTION IS 30" MIN.TO ALLOW FOR CLEARANCE OF A WHEELCHAIR ARMREST UNDER THE OBSTRUCTION.X=DEPTH OF OBSTRUCTIONY=MAXIMUM REACH HEIGHTZ=MIN. CLEAR SPACE BELOWOBSTRUCTIONY Z
X90° TURNSTURNS AROUND AN OBSTRUCTIONMAX. SIDE REACH OVER ANOBSTRUCTIONCLEAR FLOOR SPACEWHEELCHAIR TURNINGSPACENOTE: DIMENSIONS APPLY WHEN X 10" - 24" MAX.34" MAX. 46" MAX.
34" MAX.
44" MAX.

TURNAROUND OBSTRUCTIONS - REACH ANGLESNOTES:17" MAXIMUM RIM HEIGHT ABOVE FLOOR.13 1/2" MINIMUM PROJECTION FROM WALL.44" MAXIMUM HEIGHT OF FLUSH VALVE ABOVE FLOOR.30"x48" MINIMUM CLEAR ACCESS IN FRONT OF FIXTURE (ONE FIXTUREONLY REQUIRED))13 1/2"MIN.17" MAX. 4'-0"2'-6"URINALS
5'-6"MIN.4'-0"MIN.REAR ACCESSFRONT ACCESSNOTE: EACH INDIVIDUAL SEATING POSTION HASAN EGRESS ROUTE WHICH DOES NOT CROSSTHROUGH OTHER SEATING POSTIONS.5'-6"MIN.5'-0"MIN.SIDEACCESSSIDEACCESSADA WHEELCHAIR SEATING1½"1¼"TO 2"THE STRUCTURAL STRENGTH OF GRAB BARS SHALL MEET THE FOLLOWINGSPECIFICATIONS:A.BENDING STRESS AND SHEAR STRSS INDUCED IN A GRAB BAR BY THEAPPLICATION OF A 250-POUND POINT LOAD SHALL BE LESS THAN THEALLOWABLE SHEAR STRESS FOR THE MATERIAL OF THE GRAB BAR, ANDITS MOUNTING BRACKET OR OTHER SUPPORT IS CONSIDERED TO BE FULLYRESTRAINED, THEN DIRECT AND TORSIONAL SHEAR STRESSES SHALL NOTEXCEED THE ALLOWABLE SHEAR STRESS.B.SHEAR FORCE INDUCED IN FASTENER OR MOUNTING DEVICE FROM THEAPPLICATION OF A 250-POUND POINT LOAD SHALL BE LESS THAN THEALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR MOUNTINGDEVICE OR THE SUPPORTING STRUCTURE, WHICHEVER IS THE SMALLERALLOWABLE LOAD.C.TENSILE FORCE INDUCED IN A FASTENER BY A DIRECT TENSION FORCE OFA 250-POUND POINT LOAD, PLUS THE MAXIMUM MOMENT FROM THEAPPLICATION OF A 250-POUND POINT LOAD, SHALL BE LESS THAN THEALLOWABLE WITHDRAWAL LOAD BETWEEN THE FASTENER ANDSUPPORTING STRUCTURE.D.GRAB BARS SHALL NOT ROTATE WITHIN THIER FITTINGS. EDGES SHALLHAVE MINIMUM RADIUS OF 1/8". GRAB BARS AND ADJACENT SURFACESHALL BE FREE OF ABRASIVE ELEMENTS.STRUCTURAL STRENGTH OFGRAB BARS SHALL MEET THEREQUIREMENTS OF CBC SECTION 11B-609PROVIDE BACKING AT GRABBARS AS REQUIRED.DETAIL AT GRAB BAR ACCESSIBILITY GENERAL NOTESThe State of California delegates to the local jurisdiction the authority to ensure compliance with Title 24, Part 2 of theCalifornia Code of Regulations. Please be aware that the owner(s) of this building and his/her consultants are responsible forcompliance with the most current Federal Regulations contained in the Americans with Disabilities Act (ADA) and FairHousing Act (FHA). Where the ADA & FHA requirements exceed those contained in Title 24, Part 2, it is the ownersresponsibility and consultants to ensure compliance with the most current ADA & FHA regulations, as the County/City is notdelegated the authority to plan review or inspect projects for ADA & FHA compliance.A. MAINTENANCE OF ACCESSIBLE FEATURES1.Public accommodations shall maintain in operable working condition those features of facilities and equipment that arerequired to be accessible to and useable by persons with disabilities. Isolated or temporary interruptions in service oraccessibility due to maintenance or repairs shall be permitted. §11B-108B.BUILDING BLOCKSFLOOR OR GROUND SURFACES1.Floor and ground surfaces shall be stable, firm, and slip resistant. §11B-302.1 and shall comply with section 11B.3022.Carpet or carpet tile shall be securely attached and shall have a firm cushion, pad, or backing or no cushion or pad.Carpet or carpet tile shall have a level loop, textured loop, level cut pile, or level cut/uncut pile texture. Pile height shall be ½inch maximum. §11B-302.2, Figure 11B-302.23.Exposed edges of carpet shall be fastened to floor surfaces and shall have trim on the entire length of the exposededge. Carpet edge trim shall comply with Section 11B-303CHANGES IN LEVEL4.Vertical changes in level for floor or ground surfaces may be ¼ inch high maximum and without edge treatment.Changes in level greater than ¼ inch and not exceeding ½ inch in height shall be beveled with a slope not steeperthan 1:2. §11B-303, Figures 11B-303.2 & 11B-303.35.Changes in level greater than ½ inch in height shall be ramped and shall comply with the requirements of 11B-405Ramps or 11B-406 Curb Ramps as applicable. §11B-303.46.Abrupt changes in level exceeding 4 inches in a vertical dimension between walks, sidewalks or other pedestrian waysand adjacent surfaces or features shall be identified by warning curbs at least 6 inches in height above the walk or sidewalksurface or by guards or handrails with a guide rail centered 2 inches minimum and 4 inches maximum above the surface ofthe walk or sidewalk. These requirements do not apply between a walk or sidewalk and an adjacent street or driveway.§11B-303.5TURNING SPACE7.Circular turning spaces shall be a space of 60 inches diameter minimum and may include knee and toe clearancecomplying with 11B-306 Knee and Toe Clearance. §11B-304.3.18.T-Shaped turning spaces shall be a T-shaped space within a 60 inch square minimum with arms and base 36 incheswide minimum. Each arm of the T shall be clear of obstructions 12 inches minimum in each direction and the base shall beclear of obstructions 24 inches minimum. The space shall be permitted to include knee and toe clearance complying withsection 11B-306 only at the end of either the base or one arm. §11B-304.3.2, Figure 11B-304.3.2KNEE AND TOE CLEARANCE9.For lavatories and built-in dining and work surfaces required to be accessible, toe clearance shall be provided that is 30inches in width and 9 inches in height above the finish floor or ground for a depth of 19 inches minimum. §11B-306.2.110.Space under and element between the finish floor or ground and 9 inches above the finish floor or ground shall beconsidered toe clearance and shall comply with section 11B-306.211.Toe clearance shall extend 19 inches maximum under lavatories required to be accessible by Section 11B-213.3.4 and25 inches maximum under other elements. §11B-306.2.212.At lavatories in toilet and bathing facilities, knee clearance shall be provided that is 30 inches in width for a depth of 11inches at 9 inches above the finish floor or ground and for a depth of 8 inches at 27 inches above the finish floor or groundincreasing to 29 inches high minimum above the finish floor or ground at the front edge of a counter with a built-in lavatory orat the front edge of a wall-mounted lavatory fixture. §11B-306.3.1, §11B-306.3.3 & Figure 11B-306.3 (a) to (c)13.At dining and work surfaces required to be accessible, knee clearance shall be provided that is 30 inches in width at 27inches above the finish floor or ground for a depth of at least 19 inches. §11B-306.3.3PROTRUDING OBJECTS14.Except for handrails, objects with leading edges more than 27 inches and less than 80 inches above the finish floor orground shall protrude no more than 4 inches horizontally into the circulation path. Handrails may protrude 4½ inchesmaximum. §11B-307.2 & Figure 11B-307.215.Freestanding objects mounted on posts or pylons shall overhang circulation paths no more than 12 inches whenlocated from 27 to 80 inches above the finish floor or ground. §11B-307.3, Figure 11B-307.3(a)16.Protruding objects shall not reduce the clear width required for accessible routes. §11B-307.517.Lowest edge of a sign or other obstruction, when mounted between posts or pylons separated with a clear distancegreater than 12 inches, shall be no less than 27 inches or more than 80 inches above the finish floor or ground. §11B-307.3,Figure 11B-307.3(b)18.Vertical clearance shall be at least 80 inches high on circulation paths except at door closers and door stops, whichmay be 78 inches minimum above the finish floor or ground. §11B-307.419.Guardrails or other barriers with a leading edge located 27 inches maximum above the finish floor or ground shall beprovided where the vertical clearance on circulation paths is less than 80 inches high. §11B-307.4, Figure 11B-307.4REACH RANGES20.Electrical controls and switches intended to be used by the occupant of a room or area to control lighting andreceptacle outlets, appliances or cooling, heating and ventilating equipment shall be located within allowable reach ranges.Low reach shall be measured to the bottom of the outlet box and high reach shall be measured to the top of the outlet box.§11B-308.1.121.Electrical receptacle outlets on branch circuits of 30 amperes or less and communication system receptacles shall belocated within allowable reach ranges. Low reach shall be measured to the bottom of the outlet box and high reach shall bemeasured to the top of the outlet box. §11B-308.1.2.22.High forward reach that is unobstructed shall be 48 inches maximum and the low forward reach shall be 15 inchesminimum above the finish floor or ground. §11B-308.2.1, Figure 11B-308.2.123.High forward reach shall be 48 inches maximum where the reach depth is 20 inches or less and 44 inches maximumwhere the reach depth exceeds 20 inches. High forward reach shall not exceed 25 inches in depth. §11B-308.2.2, Figure11B-308.2.224.High side reach shall be 48 inches maximum and the low side reach shall be 15 inches minimum above the finish floorwhere the side reach is unobstructed or the depth of any obstruction does not exceed 10 inches. §11B-308.3.1, Figure11B-308.3.125.High side reach shall be 46 inches maximum above the finish floor or ground where the high side reach is over anobstruction more than 10 inches but not more than 24 inches in depth. §11B-308.3.2, Figure 11B-308.3.226.Obstructions for high side reach shall not exceed 34 inches in height and 24 inches in depth. §11B-308.3.2, Figure11B-308.3.2OPERABLE PARTS27.Operable parts shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist.Force required to activate operable parts shall be 5 pounds maximum. §11B-309.4C.ACCESSIBLE ROUTESDOORS, DOORWAYS, AND GATES1.Doors, doorways, and gates providing user passage shall be provided in accordance with 11B-206.5 Doors, Doorways,and Gates. §11B-206.52.Doors, doorways and gates that are part of an accessible route shall comply with 11B-404 Doors, Doorways, andGates. §11B-404.13.Door openings shall provide a clear width of 32 inches minimum. Clear openings of doorways with swinging doors shallbe measured between the face of the door and the stop, with the door open 90 degrees. Openings more than 24 inches deepshall provide a clear opening of 36 inches minimum. There shall be no projections into the required clear opening width lowerthan 34 inches above the finish floor or ground. Projections into the clear opening width between 34 inches and 80 inchesabove the finish floor or ground shall not exceed 4 inches. §11B-404.2.34.Swinging doors and gates shall have maneuvering clearances complying with Table 11B-404.2.4.1. §11B-404.2.4.15.Doorways less than 36 inches wide without doors or gates, sliding doors, or folding doors shall have maneuveringclearances complying with Table 11B-404.2.4.2. §11B-404.2.4.26.Maneuvering clearances for forward approach shall be provided when any obstruction within 18 inches of the latch sidean interior doorway, or within 24 inches of the latch side of an exterior doorway, projects more than 8 inches beyond the faceof the door, measured perpendicular to the face of the door or gate. §11B-404.2.4.37.Thresholds, if provided at doorways, shall be ½ inch high maximum. Raised thresholds and changes in level atdoorways shall comply with 11B-302 Floor or Ground Surfaces and 11B-303 Changes in Level. §11B-404.2.58.Handles, pulls, latches, locks, and other operable parts on doors and gates shall comply with 11B-309.4 Operation.Operable parts of such hardware shall be 34 inches minimum and 44 inches maximum above the finish floor or ground.Where sliding doors are in the fully open position, operating hardware shall be exposed and usable from both sides.§11B-404.2.79.The force for pushing or pulling open a door or gate other than fire doors shall be as follows: §11B-404.2.9a.Interior hinged doors and gates: 5 pounds maximum.b.Sliding or folding doors: 5 pounds maximum.c.Required fire doors: the minimum opening force allowable by the appropriate administrative authority, not to exceed 15pounds.d.Exterior hinged doors: 5 pounds maximum.j.Swinging door and gate surfaces within 10 inches of the finish floor or ground measured vertically shall have a smoothsurface on the push side extending the full width of the door or gate. Parts creating horizontal or vertical joints in thesesurfaces shall be within 1/16 inch of the same plane as the other and be free of sharp or abrasive edges. Cavities createdby added kick plates shall be capped. §11B-404.2.10D.GENERAL SITE AND BUILDING ELEMENTS1.Where parking spaces are provided, accessible parking spaces shall be provided in number and kind required per Section11B-208 Parking Spaces. §11B-208.12.Where passenger loading zones, drop-off zones, and/or bus stops are provided, accessible passenger loading zones, drop-offzones, and/or bus stops are required.E.PLUMBING FIXTURES AND FACILITIESDrinking Fountains (WHERE PROVIDED)1.Drinking fountains shall comply with Sections 11B-307 Protruding Objects and 11B-602 General Requirements. §11B-602.12.Units shall have a clear floor or ground space complying with Section 11B-305 Clear Floor or Ground Space positioned for aforward approach and centered on the unit. Knee and toe clearance complying with Section 11B-306 Knee and Toe Clearance shallbe provided. §11B-602.23.Spout outlets shall be 36 inches maximum above the finish floor or ground. §11B-602.44.The spout shall be located 15 inches minimum from the vertical support and 5 inches maximum from the front edge of the unit,including bumpers. §11B-602.55.The spout shall provide a flow of water 4 inches high minimum and shall be located 5 inches maximum from the front of theunit. The angle of the water stream shall be measured horizontally relative to the front face of the unit. Where spouts are located lessthan 3 inches from the front of the unit, the angle of the water stream shall be 30 degrees maximum. Where spouts are locatedbetween 3 inches and 5 inches maximum from the front of the unit, the angle of the water stream shall be 15 degrees maximum.§11B-602.66.Spout outlets of drinking fountains for standing persons shall be 38 inches minimum and 43 inches maximum above the finishfloor or ground. §11B-602.77.Wall and post-mounted cantilevered drinking fountains shall be 18 inches minimum and 19 inches maximum in depth.§11B-602.88.All drinking fountains shall either be located completely within alcoves, positioned completely between wing walls, or otherwisepositioned so as not to encroach into pedestrian ways. The protected area within such a drinking fountain is located shall be 32inches wide minimum and 18 inches deep minimum, and shall comply with Section 11B-305.7 Maneuvering Clearance. When used,wing walls or barriers shall protect horizontally at least as far as the drinking fountain and to within 6 inches vertically from the floor orground surface. §11B-602.9Toilet and Bathing Room Clearances9.Doors to unisex toilet rooms and unisex bathing rooms shall have privacy latches. §11B-213.2.110.Mirrors located above the lavatories or countertops shall be installed within the bottom edge of the reflecting surface 40 inchesmaximum above the finish floor or ground. Mirrors not located above the lavatories or countertops shall be installed with the bottomedge of the reflecting surface 35 inches maximum above the finish floor or ground. §11B-603.311.Coat hooks shall be located within one of the reach ranges specified in Section 11B-308. Shelves shall be located 40 inchesminimum and 48 inches maximum above the finish floor. Medicine cabinets shall be located with a usable shelf no higher than 44inches maximum above the finish floor. §11B-603.412.Where towel or sanitary napkin dispensers, waste receptacles, or other accessories are provided in toilet facilities, at least oneof each type shall be located on an accessible route. All operable parts, including coin slots, shall be 40 inches maximum above thefinish floor. Baby changing stations are not required to comply with Section 11B-603.5 (See exception) §11B-603.5Water Closets and Toilet Compartments13.Flush controls shall be hand operated or automatic. Hand operated flush controls shall comply with Section 11B-309 Operationexcept they shall be located 44 inches maximum above the floor. Flush controls shall be located on the open side of the water closetexcept in ambulatory accessible compartments complying with Section 11B-604.8.2 Ambulatory Accessible Compartments.§11B-604.614.Toilet paper dispensers shall comply with Section 11B-309.4 Operation and shall be 7 inches minimum and 9 inches maximumin front of the water closet measured to the centerline of the dispenser. The outlet of the dispenser shall be below the grab bar, 19inches minimum above the finish floor and shall not be located behind the grab bars. Dispensers shall not be of a type that controldelivery or that does not allow continuous paper flow. §11B-604.7.115.For lavatories and sinks, a clear floor space complying with Section 11B-305 Clear Floor or Ground Surfaces, positioned for aforward approach, and knee and toe clearance complying with Section 11B-306 Knee and Toe Clearance shall be provided.§11B-606.216.Lavatories and sinks shall be installed with the front of the higher of the rim or counter surface 34 inches maximum above thefinish floor or ground. §11B-606.3SIGNS RELATED TO TOILETS AND BATHING FACILITIES17.Entrances leading to toilet rooms and bathing rooms complying with 11B-603 Toilet and Bathing Rooms shall be identified by ageometric symbol complying with 11B-703.7.2.6 Toilet and Bathing Room Geometric Symbols. Where existing toilet rooms or bathingrooms do not comply with 11B-603 Toilet and Bathing Rooms, directional signs indicating the location of the nearest compliant toiletroom or bathing room within the facility shall be provided. Signs shall comply with 11B-703.5 Visual Characters and shall include theInternational Symbol of Accessibility complying with 11B-703.7.2.1 ISA. Where existing toilet rooms or bathing rooms do not complywith 11B-603 Toilet and Bathing Rooms, the toilet rooms or bathing rooms complying with 11B-603 Toilet and Bathing Rooms shallbe identified by the International Symbol of Accessibility complying with 11B-703.7.2.1 ISA. Where clustered single user toilet roomsor bathing facilities are permitted to use exceptions to 11B-213.2 Toilet and Bathing Rooms, toilet rooms or bathing facilitiescomplying with 11B-603 Toilet and Bathing Rooms shall be identified by the International Symbol of Accessibility complying with11B-703.7.2.1 ISA unless all toilet rooms and bathing facilities comply with 11B-603 Toilet and Bathing Rooms. Existing buildings thathave been remodeled to provide specific toilet rooms or bathing rooms for public use that comply with these building standards shallhave the location of and the directions to these rooms posted in or near the building lobby or entrance on a sign complying with11B-703.5 Visual Characters, including the International Symbol of Accessibility complying with 11B-703.7.2.1 ISA. §11B-216.818.Pictograms shall comply with the following:a.Pictograms shall have a field height of 6 inches minimum. Characters and Braille shall not be located in the pictogram field.§11B-703.6.1b.Pictograms and their field shall have a non-glare finish. Pictograms shall contrast with their field with either a light pictogram ona dark field or a dark pictogram on a light field. §11B-703.6.2c.Pictograms shall have text descriptors located directly below the pictogram field. Text descriptors shall comply with 11B-703.2Raised Characters, 11B-703.3 Braille and 11B-703.4 Installation Height and Location. §11B-703.6.3d.The installation height and location of Pictogram signs shall be per §11B-703.4.1.20.Symbols shall comply with the following:a.Doorways leading to toilet rooms and bathing rooms shall be identified by a geometric symbol complying with 11B-703.7.2.6Toilet and Bathing Facilities Geometric Symbols. The symbol shall be mounted at 58 inches minimum and 60 inches maximumabove the finish floor or ground surface measured from the centerline of the symbol. Where a door is provided the symbol shallbe mounted within 1 inch of the vertical centerline of the door. §11B-703.7.2.6 (See exception)b.Unisex toilet and bathing facilities shall be identified by a circle, ¼ inch thick and 12 inches in diameter with a ¼ inch thicktriangle with a vertex pointing upward superimposed on the circle and within the 12-inch diameter. The triangle symbol shallcontrast with the circle symbol, either light on a dark background or dark on a light background. The circle symbol shall contrastwith the door, either light on a dark background or dark on a light background. §11B-703.7.2.6.3SCALE15NoneRestroom SignageFixture and Accessory MountingWheelchair SeatingChange in ElevationMultiple Toilet FacilityGrab Bar DetailWheelchair Knee ClearancesDoor ClearancesSingle Occupant ToiletTurnaround, Obstructions and Reach AnglesUrinal MountingRoll In ShowerSCALE1NoneSCALE2NoneSCALE3NoneSCALE4NoneSCALE8NoneSCALE7NoneSCALE9NoneSCALE11NoneSCALE12NoneSCALE16NoneSCALE20NoneSCALE19None6'-8" MIN. ≥ 80" MIN.

HIGHER THAN 27"4" MAX.27"
80" MIN 27" OR BELOW REQ'D CLRWIDTH(WALKING PARALLEL TO A WALL)HATCH INDICATES CANE DETECTION AREANOTE:PROTRUDING OBJECTSMAY NOT REDUCE THEREQUIRED CLEARWIDTH OF ANACCESSIBLE ROUTEOR MANUEVERING SPACE.ANY AMOUNTHIGHER THAN 27"12" MAXPOST OR PYLONProtruding ObjectsSCALE6None1/2" MAXNOTE: ALL GENDERNEUTRAL SIGN TO COMPLYWITH CALIFORNIA AB 17321111111111111111-114-

MEN'SBATHROOM110EMPLOYEEROOM111OFFICE105DOCUMENTSTORAGE107CONFERENCEROOM118OFFICE115OFFICE114PANTRY103ELEC.ROOM119RECEPTION101HALL112OFFICE106WOMEN'SBATHROOM108IT104UNISEXSHOWER109COPY ROOM102WAITING ROOM100OFFICE116OFFICE117CORRIDOR113912112223222224DOOREGRESS12.151.8 IN36 INDOOREGRESS55.158.25 IN72 INDOOREGRESS55.158.25 IN36 IN133' longest diagonal distance(1/2 diagonal = 66.5')100' exit separation(66.5' required min.)FFF131'-1 1/2"30'-4"NORTHTRUEARCHITECTURAL NORTH 4343ACA2CSCALE4noneSymbol LegendSCALE8noneroom no.occupancy typeoccupancyOccupancy Schedule100101102103104105106107108109110111112113114115116117118119area134.2 SQ. FT.occupantload factor15184.3 SQ. FT.1009260.0 SQ. FT.100138.1 SQ. FT.100159.6 SQ. FT.1001110.0 SQ. FT.1002145.1 SQ. FT.1002153.4 SQ. FT.1002503---assemblybusiness areabusiness areabusiness areabusiness areabusiness areabusiness areabusiness areaemployee room-----------------158.2 SQ. FT.business area1002173.0 SQ. FT.1002business area188.8 SQ. FT.business area1002187.8 SQ. FT.business area1002355.3 SQ. FT.assembly1524total55124.8 SQ. FT.xxoccupancy----DOOREGRESSexit width per cbc 2019 sec.1005.3.2occupant loadrequired egress widthclear door widthFexit signegress pathsemi-recessed fire extinguisher cabinetOccupancy NotesSCALE12noneexit analysis (CBC 1006):total area: 3,745 sftotal occupants: 55exits required: 2 (CBC table 1006.3.2)exits provided: 3longest diagonal distance: 133'required distance separation (1/2 diagonal): 66.5'exit separation provided: 100'common path of egress travel: (CBC table 1006.2.1)max common path of egress travel allowed: 100'exit access analysis: (CBC table 1017.2)max exit access travel distance:<300' (b occ, sprinklered)exit access travel distance provided: 136' <300'-0"Life Safety / Occupancy PlanSCALE1/8" = 1'-0"3area not in scopearea not in scopearea not in scoperoom namewaiting roomreceptioncopy roompantryitofficedocument storageemployee roomofficewomen's bathroomunisex showermen's bathroomhallcorridorofficeofficeofficeofficeconference roomelectrical roomSanitary Fixture Calculationswater closetlavatoriesshowers1 per 25(m) and (f)(2 per 16-30*)2 malenone1 unisexurinals1 per 40(1 per 100*)22 femaleSCALE16N/A2 male1 femaledrinking fountain1 per 100(1 per 150*)2service sink11total building occupied area: 3,745 sf55 people, business occupancy50% men = 2850% women = 28fixture typerequiredprovidednoteNot Used1 per 40(m) (75*)1 per 40 (f) (50*)ADJOINING ARE NOT IN SCOPEOCCUPANCY TYPE-Brequirements shown per 2019 CBC(*) requirements per 2019 CPC where different from 2019 CBC11111111-115-

SCALE1/8" = 1'-0"3Site and Roof Demolition PlanSCALE4noneSite Demolition Notes4343ACACB12property lineFlora Vista Street

NORTHTRUEARCHITECTURAL
NORTH1. ANY DEMOLITION DRAWINGS AND NOTES ARE PROVIDED FOR CONVENIENCE AND INFORMATION ONLY ANDARE NOT INTENDED TO REPRESENT THE COMPREHENSIVE STATE OF THE BUILDING(S). VERIFY THE EXISTINGSTATE OF THE BUILDING(S) FINISHES AND BUILDING SYSTEMS.2. CONTRACTOR TO COORDINATE AND VERIFY ALL DEMOLITION WITH ALL ALTERATION PLANS.3. FOLLOWING DEMOLITION, ALL EXISTING DIMENSIONS AND CONDITIONS ARE TO BE CHECKED BY THECONTRACTOR FOR CONFORMANCE WITH THE REQUIREMENTS OF THE NEW CONSTRUCTION. ANYINCONSISTENCIES OR UNFORESEEN CONDITIONS ARE TO BE SUBMITTED TO THE ARCHITECT FOR REVIEWPRIOR TO THE COMMENCEMENT OF WORK.4. CONTRACTOR TO REMOVE ALL DEMOLISHED MATERIALS AND ITEMS FROM THE SITE IN ACCORDANCE WITHALL APPLICABLE AGENCY CODES AND REGULATIONS.5. CONTRACTOR SHALL TAKE SPECIAL CARE TO PRESERVE THOSE ELEMENTS THAT ARE TO REMAIN. ANY ITEMSTHAT ARE TO BE RE-USED MUST BE STORED AND PROTECTED AS REQUIRED FOR RE-USE.6. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE EXISTINGSTRUCTURE.7. CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN ALL TEMPORARY BARRIERS AND GUARDS, AND ALLTEMPORARY SHORING AND BRACING AS REQUIRED BY ALL CITY AND STATE REGULATIONS.Legend(e) asphalt pavingto remain- remove (e) graphics(ENTER) to accommodate new two way traffic layout(e) cmu wall to remain(e) parking stallsto be removed35'-0"12'-5"1 8 '
-
4 "3'-1"(e) flag pole to be removedand relocated to proposedlocation under separate permit(e) concrete curbto be removed - see C2.0(e) planter areato be removed - see C2.0(e) conduitsto be removed - see C2.0(e) cmu backwallto remain(e) building envelope to remainaprox. area of interior remodel (3,315 sf)(e) building to remain(e) asphalt paving and baseto be removed (aprox 1,310 sf) -see C2.0(e) rolling gate to remain(e) cmu wall to remain(e) bollard to remain(e) gas meter to remain(e) asphalt pavingto remain20'-0" 17'-11"
(e) driveway to remain(e) power pole and guy wire to remain(e) tree to remain(e) backflow preventer to remain(e) tree to remain(e) landscaped area to remain(e) concrete walkwayto remain(e) office buildingto remain(e) concrete swale andcatch basin to remain35'-5" (e) concrete curb, gutter and asphalt pavement to be removed - see C2.0(e) gutter and downspoutto be removed - typ.(aprox. 360'-0")existing palm tree to be removedsite element to be removedexisting asphalt paving to be removed(e) line of building below(e) water meterto be removed -see C2.0(e) 15"Ø palm tree,roots and vegetationsto be removed, typ. for 2 -see C2.0(e) curb cut to be removed(e) curb cut to be removedNot Used1-116-

SCALE1/8" = 1'-0"3Site and Roof PlanSCALE4noneNotes3A3.012A3.0110A3.011A3.014343ACACB12(e) office buildingnot in contract21'-0"18'-0"1A4.011A4.012A4.012A4.013A4.013A4.01A1.034NORTHTRUEARCHITECTURAL NORTH property line(e) asphalt pavingto remain- remove (e) graphics(ENTER) to accommodate new two way traffic layout(e) cmu wall to remain(e) cmu backwallto remain(e) asphalt shingles roofing to remain(e) rolling gate to remain(e) cmu wall to remain(e) bollard to remain(e) gas meter to remain(e) asphalt pavingto remain20'-0" 17'-11"
(e) driveway to remain(e) office buildingto remain (e) 2:12 slope (e) 2:12 slope (e) 2:12 slope (e) 2:12 slope(e) asphalt shingles roofing to remain(e) line of building below(n) class a asphalt shinglesroofing with 20 year warrantyto match existing -verify product with architectprior to installation (n) 2:12 slope(n) gutter and downspout(n) HVACequipment abovehousekeeping pad -see mechanical andstructuralFlora Vista Street (e) power pole and guy wire to remain(e) tree to remain(e) backflow preventer to remain(e) tree to remain(e) landscaped area to remain(e) concrete walkwayto remain(e) concrete swale andcatch basin to remain4'-0" MIN.(e) office buildingnot in contractNOPARKINGNot Used1. ALL DIMENSIONS ARE TO FACE OF STRUCTURE (F.O.S.), UNLESS OTHERWISE NOTED.2.DO NOT SCALE FROM DRAWINGS.3. ANY INCONSISTENCIES OR UNFORESEEN CONDITIONS TO BE REVIEWED BY THE ARCHITECT PRIOR TOPROCEEDING WITH CONSTRUCTION.4. AN APPROVED SEISMIC SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN STREAMSIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURECONTAINING THE FUEL GAS PIPING.5. CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN ALL TEMPORARY BARRIERS AND GUARDS, AND ALLTEMPORARY SHORING AND BRACING AS REQUIRED BY ALL CITY AND STATE REGULATIONS.6. CONTRACTOR SHALL PROVIDE ADEQUATE WEATHER PROTECTION FOR THE BUILDING AND ITS CONTENTSDURING THE COURSE OF WORK.7. CONTRACTOR TO PROVIDE TEMPORARY POWER POLE AND METER FOR THE DURATION OF THE WORK.CONTRACTOR TO MAINTAIN TEMPORARY LIGHT AS REQUIRED FOR THE DURATION OF THE WORK.CONTRACTOR SHALL PROVIDE TEMPORARY SANITARY FACILITIES AS TO LEAST IMPACT NEIGHBORS AND ASDIRECTED BY CITY REGULATIONS.(e) line of roof above(n) curb cut(e) curb cut to remainNot Used6' TALL CHAIN LINKEDFENCE W/ FABRIC SCREEN.20" MIN CLEARANCE ON THEFRONT2" MIN CLEARANCE ON THESIDES4" MIN CLEARANCE ON THEREAR1-117-

Enlarged Site PlanSCALE41/4" = 1'-0"2A4.01proposed additionNORTHTRUEARCHITECTURAL NORTHTurncated Dome DetailSCALE16none(e) concrete sidewalk to remain(n) landscaped areaalign to face of (e) building(e) office buildingnot in contract(e) concrete swale and drain to remain(n) concrete curb -see 1/C1.0(n) landscaped area (n) concrete wheelstop - see 6/C1.0align to face of addition1A3.013A3.012A3.01(n) concrete curb - see 1/C1.021'-1"15'-0"19'-0"slope -see C3.0slope -see C3.0(n) concrete curb - see 1/C1.0(n) bollards typ per 5,reserved parking signcentered in ADA stall -see 9/C1.018'-0" (15'-0" required setback)CBA1275.3074.74NOPARKINGFlora Vista Street proposed entry(e) building to beremodeled(n) landscaped area 9'-7"2'-6 1/2"9'-0"9'-0"8'-0"3'-6"20'-0" (n) parking stalls26'-0" (backup space - 24'-0" required)(e) relocated flag pole underseparate permit(n) water meter - see C4.05'-0"5'-0"5'-0"5'-0"3'-0"9'-10"(n) 42" cmu wall to line upwith face of existing building(n) 6'-0"cmu wall5'-0"11'-5 1/2"5'-0"15'-0"(n) flagpole stake floodlight -typ. per 5 - see electrical dwgs3'-0"Turncated dome per see 16/A1.031-118-

remove door assembly - typ.existing wall to remainFloor Demolition Planremove portion of partitionwall and concrete curb forconnection of (n) hallwaybollards to remain - typ.remove bollardsremove concrete curb - typ.remove decorative trimNORTHTRUEARCHITECTURAL NORTH
5'-0" v.i.f.3'-0"v.i.f.1. ANY DEMOLITION DRAWINGS AND NOTES ARE PROVIDED FOR CONVENIENCE AND INFORMATION ONLY ANDARE NOT INTENDED TO REPRESENT THE COMPREHENSIVE STATE OF THE BUILDING(S). VERIFY THE EXISTINGSTATE OF THE BUILDING(S) FINISHES AND BUILDING SYSTEMS.2. CONTRACTOR TO COORDINATE AND VERIFY ALL DEMOLITION WITH ALL ALTERATION PLANS INCLUDING MEP,CIVIL AND STRUCTURAL DRAWINGS.3. FOLLOWING DEMOLITION, ALL EXISTING DIMENSIONS AND CONDITIONS ARE TO BE CHECKED BY THECONTRACTOR FOR CONFORMANCE WITH THE REQUIREMENTS OF THE NEW CONSTRUCTION. ANYINCONSISTENCIES OR UNFORESEEN CONDITIONS ARE TO BE SUBMITTED TO THE ARCHITECT FOR REVIEW PRIORTO THE COMMENCEMENT OF WORK.4. CONTRACTOR TO REMOVE ALL DEMOLISHED MATERIALS AND ITEMS FROM THE SITE IN ACCORDANCE WITH ALLAPPLICABLE AGENCY CODES AND REGULATIONS.5. CONTRACTOR SHALL TAKE SPECIAL CARE TO PRESERVE THOSE ELEMENTS THAT ARE TO REMAIN. ANY ITEMSTHAT ARE TO BE RE-USED MUST BE STORED AND PROTECTED AS REQUIRED FOR RE-USE.6. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE EXISTINGSTRUCTURE.7. CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN ALL TEMPORARY BARRIERS AND GUARDS, AND ALLTEMPORARY SHORING AND BRACING AS REQUIRED BY ALL CITY AND STATE REGULATIONS.4343ACA2Cremove portion of partitionwall and concrete curbremove existing casework - typ.remove portion of slab for roll-in showerSCALE1/8" = 1'-0"3remove portion of (e) sheer walland concrete curbremove portion of partitionwall and concrete curb forconnection to (n) additionSCALE4noneLegendsite element to be removedSCALE8noneDemolition Notesarea not in scopeexisting office spacearea not in scopeoccupancy group Bremove decorative medallionremove fixtures and finishes - typ.Not Usedexisting conference roomand maintenance spacearea not in scopeoccupancy group B1-119-

SCALE1/4" = 1'-0"2Floor PlanMEN'SBATHROOM110EMPLOYEEROOM111OFFICE105DOCUMENTSTORAGE107CONFERENCEROOM118OFFICE115OFFICE114PANTRY103ELEC.ROOM119RECEPTION101HALL112OFFICE106WOMEN'SBATHROOM108IT104GENDER NEUTRALSHOWER109COPY ROOM102WAITING ROOM100OFFICE116OFFICE11734C118.1117.1116.1114.1115.1CORRIDOR113118.b118.2116.a116.b115.b114.b117.a115.a114.a112.1(e)110.1108.1109.1113.2113.1119.1100.1100.b100.c43AAB12212A3.01106.a105.a106.1105.1104.13A3.0110A3.011A3.01117.b118.aSCALE16none23'-8"17'-7" v.i.f.15'-0" v.i.f.15'-0" v.i.f.12'-0" v.i.f.11'-5 1/2"18'-9 1/2"20'-9 1/2"4'-1"10'-5 1/2"11'-5"8'-5"10'-5 1/2"13'-3"14'-5"6'-7" v.i.f.15'-0 1/2"A5.0128'-1"4'-3"6'-2"11'-7"3'-0"2A4.012A4.013A4.013A4.013'-5" 8'-5"
5'-0"3'-0"clearv.i.f.5'-4"v.i.f.align
align
6'-0"5'-0"5'-4 1/2"3'-0"align

NORTHTRUEARCHITECTURAL
NORTH 11"100.a14'-11"2'-0"2'-6"
3'-0"5'-5"5'-0"5'-0"2'-7"1'-0"6'-2"5'-0"1'-10"2'-0"1'-0"2'-0" typ.
1'-0"
typ.2'-0"caseworkaccessible reception counter -kneespace with caseworkdivider belowcountertop withkneespace belowcountertop with casework below - typ.countertop withkneespace belowoutline of copy machine locationfull height caseworkfull height caseworkref.electric cooktop withmicro/hood combo aboveLCwallsink/faucetcabinetundermountsinkmin. 1'-7"standing heightreception counter1A6.052A6.054'-2"2'-7"3'-11"3'-10"1'-3"5'-0"3'-0"6" concrete wall6" concretewall6" concretewall5'-2"4'-3"9'-0"3'-9"4'-2"seismic joint -see structural12637A9.0312A9.038445butt spring-loaded limited swing hinge
continuous geared hinge
surface mounted
automated surface mounted
mortise lock
rim cylinder
store room lock
storeroom lock
single cylinder deadbolt lock
escape lockset/classroom lockset
passage latch set
bathroom cylinder privacy lock
single dummy trim
door stops
weather stripping (jamb &head)
panic hardware push plate
panic hardware cross bar
radius push pull set
ada touch activation plate
threshold hingescloserssecuring deviceent.keyednon- keyedmiscellaneousno.2.03.04.05.0remarks6.0Door and Window NotesSCALE1/4" = 1'-0"2Floor PlanSCALE4noneNotes2x4 framing partitionSCALE8none2x6 framing partitiondoor no.locationratingmaterial(e)Waiting Room 100glasssizewidthheightthick.finish100.1as noted on planexisting unit to remainexisting to remainexist.exist.exist.6'-0"1 3/4"notes-ANODALwindow no.locationglassR.O. sizewidthheightwindow framematerialu-factorshgcoperationas noted on planexistingexistingexistingexistingfinishexistingnotesexisting unit to remain100.a1" low e, dual glazed, temperedinterior, 38" single pane tempered1)all door & window dimensions are to be verified with field conditions2)all door dimensions are door leaf sizes unless otherwise noted3)all window dimensions are to window frame sizes unless otherwise noted4)see exterior and interior elevations for door & window elevations.5)tempered glazing is required at all locations.6)each unit of tempered glass to be permanently identified by the manufacturer. identification to be etched or ceramicfired on the glass and shall be visible when unit is glazed7)all new exterior door & windows to receive low e glass. all glass to have a max. u= 0.30 and max. shgc = 0.41.8)all exterior glass doors and windows to be double glazed9)direction of operation is shown from exterior10)all glazing to be tested and labeled to certify compliance to required u-values11)egress windows must have a minimum clear opening area of 5.7 sf when above the grade floor and 5 sf on thegrade floor, a min. net height of 24" and a minimum net width of 20" and a sill height of not more than 44" abovefinish floor.12)exit doors shall be capable of opening without the use of a key or any knowledge or effort per building code 1003.3.1.813)Products: all products to be approved manufacturer or approved equal for below items:a)interior door frame (types D,E & F): Wilson Partitions - Snap on Trim- Series 200 for 3" to 9-1/2" Partition or approved equalb)interior window frame (type D): Wilson Partitions - Snap on Trim- 200 series or approved equalc)exterior glass doors (types A & B): Arcadia 3000 STC series or approved equald)exterior window (types A & B): Arcadia TC470 Series or approved equale)exterior hollow metal doors: (type C): Amweld Hollow Metal Doors and Frames, Ceco Door Prodcuts, Curries Company, Steelcraft or approved equalf)interior glazing: 3/8" single pane glass - Vitro or approved equalg)exterior glazing: 1" low e, dual glazed - solarban60 from Vitro or approved equal14)glazing in the following locations shall be safety glazing conforming to the human impact loads of section r308.3(see exceptions, r308.4)a)fixed and operable panels of swinging, sliding and bi-fold door assemblies.b)glazing in an individual fixed or operable panel adjacent to door where the nearest vertical edge is within a 24 incharc or either vertical edge of the door in a closed position and whose bottom edge is less than 60 inches above thefloor or walking surface.c)glazing in an individual fixed or operable panel that meets all of the following conditions:i)exposed area of an individual pane greater than 9 square feet.ii)bottom edge less than 18 inches above the floor.iii)top edge greater than 36 inches above the floor.iv)one or more walking surfaces within the 36 inches horizontally of the glazing.d)glazing in railingse)glazing in enclosures for or walls facing hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers where the bottom edge of the glazing is less than 60 inches measured vertically above any standing or walkingsurface.f)glazing in walls and fences adjacent to indoor and outdoor swimming pools, hot tubs and spas where the bottomedge of the glazing is less than 60 inches above a walking surface and within 60 inches, measured horizontally andin a straight line, of the water's edge.g)glazing where the bottom exposed edge of the glazing is less than 36 inches above the plane of the adjacent walking surface of stairways, landings between flights of stairs and ramps.h)glazing adjacent to the landing at the bottom of a stairway where the glazing is less than 36 inches above thelanding and within 60 inches horizontally of the bottom tread.100.b100.c105.a106.a114.a114.b115.a115.b116.a116.b117.a117.b118.a118.bWaiting Room 100Waiting Room 100Waiting Room 100Office 105Office 106Office 114Office 114Office 115Office 115Office 116Office 116Office 117Office 117Conference Room 118Conference Room 118104.1105.1106.1107.1108.1109.1110.1113.1114.1115.1116.1117.1118.1118.2119.1Door / Window Type E - InteriorDoor Type D - ExteriorDoor type G - InteriorIT Room 104Office 105Office 106Document Storage 107Women's Bath 108Office 114Office 115Office 116Office 117Conference Room 118Conference Room 118Electrical Room 119Unisex Shower 109Men's Bath 110Corridor 113doortypewindowtype(e)interior, 38" single pane temperedinterior, 38" single pane temperedinterior, 38" single pane temperedinterior, 38" single pane temperedinterior, 38" single pane temperedinterior, 38" single pane temperednonenonenonenonenone1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"see schedule 3'-0"Door / Window Type B - Exterior-A38" single pane tempered7'-0"3'-0"Door and Window TypesDoor ScheduleWindow ScheduleDoor type H - InteriorGAE1" low e, dual glazed, tempered1" low e, dual glazed, temperedC1" low e, dual glazed, tempered1" low e, dual glazed, tempered1" low e, dual glazed, tempered1" low e, dual glazed, tempered1" low e, dual glazed, temperedBSCALE7noneSCALE15nonenone7'-0"3'-0"7'-0"3'-0"7'-0"3'-0"7'-0"3'-0"7'-0"3'-0"7'-0"3'-0"7'-0"3'-0"1 3/4"1 3/4"HMPTD6'-3"5'-6 3/4"9'-1/2"10'-2 3/4"ALAL4'-3 1/2"VIF9'-8 1/2"7'-0"11'-8"7'-0"7'-0"12'-0"7'-0"7'-0"12'-0"7'-0"7'-0"12'-0"7'-0"12'-0"7'-0"12'-0"7'-0"7'-0"7'-0"ALALALALALALALALALALALALALANODfixedfixedfixedfixedfixedfixedfixedfixedfixedfixedfixedfixedfixedfixedfixedsee schedule see schedule3'-0"
10"WDALeq.eq.eq.eq.existing wall to remainALaluminumHMhollow metalPTDpaintedANODANODANODANODANODANODANODANODANODANODANODANODANODANODdoorANODmaterialfinishANODALALALALALALALALHMALALALALALALALframeANODANODANODANODANODANODANODANODANODPTD1" low e, dual glazed, tempered1" low e, dual glazed, temperedPTDWDPTDWDPTDWDPTDWDPTDDoor / Window Type C - ExteriorDoor / Window Type A - Exterior10" 9° VIF AA11'-8"11'-8"11'-8"11'-8"11'-8"see scheduleeq.eq.3'-0"3'-0"see schedule see schedule3'-0"3'-0"3'-0"CCC3'-0"VIF see schedule
see schedule
see scheduleVIFsee schedulesee scheduleDoor type F - Interiorsee schedule seeschedulesee schedule seeschedulesee schedule seeschedulesee schedule seeschedule10"WDANODanodizedwoodEEGHHHFEEEEEBDEEEEEE-------------------noneWDPTDnoneWDPTDANODALnoneWDPTDnonenonenonenoneWDPTDWDPTDWDPTDWDPTDu-factorshgcheadthresholdjambdetailsvtstcoitcmanufact.vtheadthresholdjambdetailsframemanufact.arcadiaarcadiaarcadiawilson partitionsarcadiaarcadiaarcadiaarcadiaarcadiaarcadiawilson partitionswilson partitionswilson partitionswilson partitionswilson partitionswilson partitionswilson partitionswilson partitionswilson partitionswilson partitionsANODANODANODANODANODwilson partitionswilson partitionswilson partitionswilson partitionssolid single door, paint colorsolid single door, paint colorsolid single door, paint colorsolid single door, paint colorsolid single door, paint colorsolid single door, paint color4033PPG Solarban 60 (2) clear+clear0.390.7arcadiaSCALE3anoneNotes and Legend6/A9.032/A9.031rated exterior conc. wall2-hour ratedrated (e) exterior wall w/ furring2-hour rated23exterior conc wall2-hour ratedsim. 6/A9.034(e) exterior wall with furring2-hour ratedsim. 2/A9.035interior partition2/A9.046bathroom partition6/A9.047exterior infill wall2/A9.047/A9.054/A9.054/A9.0516/A9.0518/A9.0518/A9.0513/A9.0514/A9.0514/A9.0513/A9.0514/A9.0514/A9.0516/A9.0518/A9.0518/A9.0516/A9.0517/A9.0517/A9.0516/A9.0517/A9.0517/A9.0516/A9.0517/A9.0517/A9.053/A9.044/A9.0413/A9.0514/A9.0514/A9.0513/A9.0514/A9.0514/A9.0513/A9.0514/A9.0514/A9.0513/A9.0514/A9.0514/A9.0513/A9.0514/A9.0514/A9.059/A9.0510/A9.0510/A9.058/A9.0516/A9.0516/A9.05see notessim.1/A9.054/A9.054/A9.051/A9.054/A9.054/A9.051/A9.054/A9.054/A9.0513/A9.0520/A9.0520/A9.0513/A9.0520/A9.0520/A9.0513/A9.0520/A9.0520/A9.055/A9.056/A9.056/A9.0513/A9.0520/A9.0520/A9.055/A9.056/A9.056/A9.0513/A9.0520/A9.0520/A9.055/A9.056/A9.056/A9.0513/A9.0520/A9.0520/A9.055/A9.056/A9.056/A9.0513/A9.0520/A9.0520/A9.058/A9.056/A9.056/A9.054/A9.041.03.04.04.03.04.24.22.04.04.04.04.16.06.1hardwaregroup sche0.70.70.390.390.290.70.390.70.390.70.390.70.390.70.390.290.290.290.290.290.290.29PPG Solarban 60 (2) clear+clearPPG Solarban 60 (2) clear+clearPPG Solarban 60 (2) clear+clearPPG Solarban 60 (2) clear+clearPPG Solarban 60 (2) clear+clearPPG Solarban 60 (2) clear+clearPPG Solarban 60 (2) clear+clearA4.011A4.0110.390.70.29111.1Employee Room 111G4.0none1 3/4"7'-0"3'-0"ALANODWDPTD-solid single door, paint color16/A9.0518/A9.0518/A9.05SCALE20noneHardware Specifications5.02.0See A0.02 and A0.03 for door hardware specificationsnon-rated corridor per cbc table 1020.1.Rating not required for B occupancycorridor serving more than 30 people in asprinklered buildingnote: fire blocking to be provided per cbc chapter 718.2111.173'-10"v.i.f.LCbollardLCbollardLCbollardLCbollardLCbollard(n) surface mounted panel A -see electrical(e) MSB - see electrical(e) MSA - see electrical(n) panel d -see electrical(n) 3 phase -see electrical113.2Corridor 113107.1Gnone1 3/4"7'-0"3'-0"ALANODWDPTD16/A9.0517/A9.0517/A9.052.0solid single door, paint color1.04.14.26.1seismic joint -see structural112.1Hall 1127'-0"3'-0"1 3/4"ALANODAL1" low e, dual glazed, temperedB-ANODarcadia8/A9.0516/A9.0516/A9.056.0new door in existing opening1)all dimensions are to face of structure (f.o.s.), unless otherwise noted.2)do not scale from drawings.3)any inconsistencies or unforeseen conditions to be reviewed by the architect prior toproceeding with construction.4)all casework dimensions to face of finish.5)provide 1.28 gallons of water per flush toilets.6)water heaters are to be strapped or have a rigid connection to an adjacent wall.(sec 507.3, upc)7)provide r-12 exterior blanket for hot water heater. r-3 insulation shall be provided for thefirst five feet of the water heater outlet pipe. all water heating and space conditioningequipment. shower heads and faucets shall be c.e.c. certified. all steam and steamcondensate return piping and all continuously recirculating domestic heating or hot waterpiping shall be insulated per plumbing division.8)all insulation materials shall be certified by the manufacturer as complying with thecalifornia quality standards for insulation material. doors and windows between conditionedand unconditioned space shall be full weather-stripped.9)an approved seismic shutoff valve will be installed on the fuel gas line on the downstreamside of the utility meter and be rigidly connected to the exterior of the building or structurecontaining the fuel gas piping.10)contractor shall provide, erect and maintain all temporary barriers and guards, and alltemporary shoring and bracing as required by all city and state regulations.11)contractor shall provide adequate weather protection for the building and its contentsduring the course of work.12)contractor to provide temporary power pole and meter for the duration of the work.contractor to maintain temporary light as required for the duration of the work. contractorshall provide temporary sanitary facilities as to least impact neighbors and as directed bycity regulations.SCALE3bnonePartition Types224443A0.043A0.044A9.053A0.0416A9.051'-6"3'-0" 4'-6"outline of exterior door landingper CBC 1010.1.5 and 1010.1.6slope and cross slopenot to exceed 2% max. - typ.3'-8"outline of interior doorlevel landing - typ11 1/2"3'-0" 3'-11 1/2"3'-8"outline of interior door levellanding per CBC 1010.1.6outline of exterior door landingper CBC 1010.1.5 and 1010.1.6slope and cross slopenot to exceed 2% max. - typ.1-120-

SCALE1/4" = 1'-0"4Not UsedSCALE1/4" = 1'-0"2Data and Power DiagramMEN'SBATH110OFFICE105DOCUMENTSTORAGE107CONFERENCEROOM118OFFICE115OFFICE114PANTRY103RECEPTION101HALL112OFFICE106WOMEN'SBATH108IT104UNISEXSHOWER109COPY ROOM102WAITING ROOM100OFFICE116OFFICE11734CCORRIDOR11343AAB12212A3.013A3.0114A3.011A3.012A4.012A4.013A4.013A4.01A4.011recessed spotpendantsurface mounted fixturewall mounted fixtureexhaust fanunder cabinet lightinglow voltage cable lighting systemreceptacle @ 18" a.f.f unless noted otherwisecircuitrecessed can (solid hatch for emergency lighting)linear utility fixture (solid hatch for emergency lighting)exterior surface mounted spotlightrecessed can with directional trim (solid hatch for emergency lighting)S3SDSswitch @ 48" a.f.f unless noted otherwiseswitch with dimmer @ 48" a.f.f unless noted otherwisemulti-way switch @ 48" a.f.f unless noted otherwisehalf-hot receptacle @ 18" a.f.f unless noted otherwiseNORTHTRUEARCHITECTURAL NORTHLegendrecessed T-Bar (solid hatch for emergency lighting)data wall outletdata floor outletSOSoccupancy sensor switch @ 48" a.f.f unless noted otherwiseEMPLOYEEROOM111R4R1R1R4R1R1R1R1-ER1R1-ER1R1-ER2R2R2R1R1K2BP1P1P1K1K1R2R4-ER4R4-ER4-ER4R4-ER3L1L3AL3AEX1EX1EX1EX1ADJUSTABLE STAKELIGHT IN PLANTER -TYP FOR 3S1S1R5R5-ER5-ER5R3R3R3R3R3SSSS SSSS3SSS
S S3S3 S
SS4SSS3S3DP2-EP2P2-EP2P2-EP2R5K2K2K2K2K2K2K2K2K2K2K2K2K2K2K2K2K2K2K2K2K2K2K2K2K2K2K2K2K2K2K2K2R5R5-ER5R5-EEX2EX2EX2+36"+36"+36"+36"+48"+48"P1P1P1+36"+36"+36"+36"+36"+36"+42"+42"+42"+42"+42"+42"+42"+42"+42"+42"GFCI+36"L2S1GFCI+36"SS4R1 R1R1R4R4S4R1R1JJJJJJJJJJJJJJJJJJJexit signLighting Fixture ScheduleSCALE1/4" = 1'-0"8KEYLOCATIONDESCRIPTIONMFGDESCRIPTIONLAMPNOTESEX1EXTERIORled wall sconcePHILIPS101L-32L-700-WW-G1-3-120-IMRI2-BZLEDEX2EXTERIOR3" stake flood lightFC LightingFCF1103-120V-3K-BK-FL-PE-CV3-GS3LEDK1COPY 102, PANTRY 1032X4 recesed tbarFinelightHPR-LED-F-2X4-DCO-B-9-35LEDK2OFFICES 105, 106, 114, 115, 116 ,STORAGE 1072X2 recesed tbarFinelightHPR-LED-F-2X2-DCO-B-8-35LEDK2-BIT 1042X2 recesed tbarFinelightHPR-LED-F-2X2-DCO-H-9-35LEDL1RECEPTION 101cove lightFinelightHP-WS-4W-4D-8-S-935LED9'-10" A.F.F. mounting heightL2RECEPTION 101under cabinet led stripLEDIV4-NSKN-18-SB-BLK-50LEDmount to underside of upper cabinetL3-AELEC RM. 1194' linear utility fixtureHE Williams75R-4-L30/835-DIM-UNVLEDP1RECEPTION 101, CONFERENCE ROOM118globe pendantSistemalux1933-835-UNV-01-D10LED6' A.F.F. mounting heightP2CORRIDOR 113linear downight -HO 4FinelightHO4-D-RO-4FT-B-835-OPNLED10' A.F.F mounting heightR1WOMENS BATH 108, MENS BATH 110,LOCKER RM. 111, HALL 1123" downlight recessed - fixedZaniboniD3-LUNA3-18-35-B-36-C-WS-Z-0-00-B-DLEDR2UNISEX SHOWER 1093" downlight recessed - fixed - wetlocaitonZaniboniD3-LUNA3-09-35-B-36-C-WS-Z-0-00-B-WLEDR3CONFERENCE ROOM 1183" downlight recessed - adjustableZaniboniD3-LUN3O-13-35-B-C-WS-0-00-B-DLEDR4CONFERENCE ROOM 119, MENS BATH1103" downlight recessed - fixedZaniboniD3-LUN-A3-09-35-B-36-C-WS-Z-0-00-B-DLEDR5RECEPTION 101, WAITING ROOM 1003" downlight recessed - adjustableZaniboniD3-LUN3O-18-35-B-C-WS-0-00-B-DLEDS1WOMENS BATH 108, MENS BATH 110vanity fxtureBrownlee5176-78-8NH16LED-35KLEDA4.011ELEC.ROOM119XJjunction box above ceiling11111-121-

SCALE1/4" = 1'-0"4SCALE1/4" = 1'-0"2Reflected Ceiling PlanMEN'SBATHROOM110OFFICE105DOCUMENTSTORAGE107CONFERENCEROOM118OFFICE115OFFICE114PANTRY103ELEC.ROOM119RECEPTION101HALL112OFFICE106WOMEN'SBATHROOM108IT104UNISEXSHOWER109COPY ROOM102WAITING ROOM100OFFICE116OFFICE11734CCORRIDOR11343AAB12212A3.013A3.0114A3.011A3.012A4.012A4.013A4.013A4.0110'-0"8'-0"8'-0"10'-0"exslope118.b116.b115.b114.b100.b100.c117.b118.c100.d9'-10"NORTHTRUEARCHITECTURAL NORTH R4R1R1R4R1R1R1R1-ER1R1-ER1R1-ER2R2R2R1R1K2BP1P1P1K1K1R2R4-ER4R4-ER4-ER4R4-ER3L3AL3AEX1EX1EX1EX1S1S1R5R5-ER5-ER5R3R3R3R3R3P2-EP2P2-EP2P2-EP2R5K2K2K2K2K2K2K2K2K2K2K2K2K2K2K2K2K2K2K2K2K2K2K2K2K2K2K2K2K2K2K2K2R5R5-ER5R5-EP1P1P1S1R1R1R1R4R4R1R1JJJJJJJJJJJJJJJJJJJLegend10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"9'-0"10'-0"8'-0"8'-0"12'-11"hvac supplyhvac return10'-0"exopen ceiling16A9.03ptd gypptd gypptd gypptd gyp2PTLocation: All ceilingsManufacturer: Dunn-EdwardsFinish: Dove's Wing DE6267; Satin FinishNote: Final color to be confirmed prior to ordering1STC2PT1ACP1ACT1ACT1ACT1ACT1ACT1ACT1ACT1ACT1ACT1ACT1ACT2PT2PT2PT2PT2PT2PT2PT1STCLocation: Exterior WallsFinish: WhiteLocation: Offices Ceilings, Pantry, IT room and Document Storage CeilingsAcoustical Ceiling TileManufacturer: USG Mars w/ Beveled EdgeTee System: Fineline DXF w/ Shadowline Molding1ACPLocation: Conference RoomAcoustical Ceiling PanelsManufacturer: Vicoustic, ViCloud HexagonFinishes: White and Light GraySCALE1/4" = 1'-0"8RCP Notes1STCA4.011A4.0111. ALL DIMENSIONS ARE MEASURED FROM CENTERLINE OF THE FIXTURE.2. ALL NON-DIMENSIONED FIXTURES ARE TO BE CENTERED IN THE CLEAR DIMENSION.3. CEILING HEIGHTS, WHERE SHOWN, INDICATE CLEAR FINISH DIMENSIONS.4. ALL NON-DIMENSIONED REGISTERS AND DIFFUSERS TO BE CENTERED IN THE CLEAR DIMENSION. VERIFY ALLREGISTER AND DIFFUSER LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION.SCALE1/4" = 1'-0"7Finish Key+7'-6"+7'-0"+7'-0"+7'-0"+7'-0"+7'-0"+7'-0"+7'-6"+7'-6"+7'-6"+7'-6"+7'-6"Not Usedrecessed spotpendantsurface mounted fixturewall mounted fixtureexhaust fanunder cabinet lightinglow voltage cable lighting systemreceptacle @ 18" a.f.f unless noted otherwisecircuitrecessed can (solid hatch for emergency lighting)linear utility fixture (solid hatch for emergency lighting)exterior surface mounted spotlightrecessed can with directional trim (solid hatch for emergency lighting)recessed T-Bar (solid hatch for emergency lighting)data wall outletdata floor outletexit signXEMPLOYEEROOM111Jjunction box above ceiling11111-122-

SCALE1/4" = 1'-0"2Finish PlanA6.0411029A6.0312171316A6.033847A6.0411029A6.023114A6.021625A6.029131014A6.03111210A6.0124101234C43AAB12212A3.013A3.0110A3.011A3.012A4.012A4.013A4.013A4.011A4.011A4.01NORTHTRUEARCHITECTURAL NORTHSCALE1/4" = 1'-0"41PTLocation: All wallsManufacturer: Dunn-EdwardsFinish: Crystal Haze DE6219; Satin FinishNote: Final color to be confirmed prior to ordering2PTLocation: All ceilingsManufacturer: Dunn-EdwardsFinish: Dove's Wing DE6267; Satin FinishNote: Final color to be confirmed prior to ordering2TTileLocation: Men's Bathroom Women's Bathroom and Unisex ShowerManufacturer: Dal-Tile/ 4-1/4" x 8-1/2" flat top cove base tileFinish: MatteColor: Arctic White1B4" Resilient Wall BaseLocation: All rooms except at areas with tile baseManufacturer: JohnsoniteFinish: Blue - final color to be selectedNote:3PTLocation: Trim - doors, windows and framesManufacturer: Dunn-EdwardsFinish: Dove's Wing DE6267; Semi-Gloss FinishNote: Final color to be confirmed prior to ordering1T4T3T1SCClear Sealed ConcreteLocation: Mens Bathroom, Employee lounge, Showers, and HallFinish: SatinNote: All floors to be ground smoothand cleaned prior to sealantFinish KeySCALE1/4" = 1'-0"8VCT LegendConstruction Waste Management:The General Contractor shall comply with the local construction and demolition debris ordinance.100% of mized debris must be transported by a registered hauler to a registered facility and be processed for recycling.Contruction Materials and Finishes:Newly installed finish materials shall comply with sections 5.504.4.1 through 5.504.4.4 of the 2019 Calgreen BuildingCode.Adhesives, Sealants, CaulksNewly installed adhesives and sealants used on the project shall meet or exceed the requirements of the 2019 CalgreenGreen Building Code and comply with the VOC limits. (section 5.504.4.1 to 5.504.4.2).Paints and Coating.Newly installed architectural paints and coatings shall comply with table 5.504.4.3 in division 5.5 of the 2019 CalgreenGreen Building Code (section 5.504.4.3).Aerosol Paints and CoatingsNewly installed aerosol paints and coatings shall meet the product- weighted PWMIR limits for roc in section 94522(a)(3)and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances (ccr,title 17, section 94520 et seq) and as required in the 2019 Calgreen Green Building code (section 5.504.4.3.1).Adhesives and wood stain finishing products shall comply with the 2019 Calgreen Green Building CodeCarpet and Carpet AdhesivesAll carpet installed in the building interior shall meet the requirements of the California Department of Public Health"standard method for the testing and evaluation of volatile organic chemical emissions from indoor sources usingenvironmental chambers" version 1.2, january 2017 (emission testing method for California specification 01350)Carpet adhesives to be release type, waterproof, with no adverse effects on the indoor air quality by resourcetechnologies or equal acceptable to the carpet and carpet backing manufacturer and not to exceep 50 g/L VOC content.For carpet tile, use no glue adhesive systems by carpet manufacturer where applicableResilient Flooring SystemsProvide resilient flooring systems that comply with testing and product requirements of Resilient Floor Covering Institute's(RFC) "Floorscore" program. Wall base adhesives and flooring adhesives not to exceed 50g/L VOC Content.Where resilient flooring is installed, at least 80 percent of floor area receiving resilient flooring shall meet therequirements of the California department of public health "standard method for the testing and evaluation of volatileorganic chemical emissions from indoor sources using environmental chambers" version 1.2, january 2017 (emissiontesting method for California specification 01350)Composite Wood Products - Formaldehyde Limits (1)As required in the 2019 Calgreen Green Building Code (table 5.504.4.5)Maximum formaldehyde emissions in parts / millionHardwood plywood veneer core 0.05Hardwood plywood composite core 0.05Particle board 0.09Medium density fiberboard 0.11Thin medium density fiberboard (2) 0.131. Values in this table are derived from those specified by the California air resources board, air toxics control measurefor composite wood as test in accordance with astm e 1333. see california code of regulation, title 17, sec.93120-93120.122. Thin medium density fiberboard has a maximum thickness of 5/16" (8mm).Azrock Standard VCT TileV-206 Morning TimeSize 12" x 12" (70 sf - 7%)Azrock Standard VCT TileV-211 Springer SpanielSize 12" x 12" (560 sf - 52%)Azrock Standard VCT TileV-220 Cast PewterSize 12" x 12" (132 sf - 12%)Azrock Standard VCT TileV-238 Cool DownSize 12" x 12" (104 sf - 10%)Azrock Standard VCT TileV-248 RiptideSize 12" x 12" (128 sf - 12%)Azrock Standard VCT TileV-261 LemonadeSize 12" x 12" (78 sf - 7%)SCALE1/4" = 1'-0"12Cal-Green Notes16SCALE1/2" = 1'-0"Enlarged Finish Plan - Typical Office and HallwayMEN'SBATHROOM110EMPLOYEEROOM111ELEC.ROOM119HALL112OFFICE105DOCUMENTSTORAGE107CONFERENCEROOM118OFFICE115OFFICE114PANTRY103ELEC.ROOM119RECEPTION101OFFICE106WOMEN'SBATH108IT104UNISEXSHOWER109COPY ROOM102WAITING ROOM100OFFICE116OFFICE117CORRIDOR113carpet carpet
carpet
carpet
carpet
carpet
tile
carpet
concrete
concreteconcrete concretevct
vct
vct
vct
vct
vct
vct
vct
concrete
carpet vctvct
concrete concretetile4PTLocation: Accent walls in Conference Room, accent wall in Reception area, Unisex Shower, Men's andWomen's RestroomsManufacturer: Dunn-EdwardsFinish: Two Harbors DE5813 ; Semi-Gloss FinishNote: Final color to be confirmed prior to ordering1CCarpet TileColor: Silver Aqua 07327Location: All areasManufacturer: Shaw ContractTileLocation: Women's Bathroom and Unisex ShowerManufacturer: Dal-Tile/ 2" hexagonal tilesFinish: MatteColor: Dessert GrayTileLocation: Pantry, Men's Bathroom, Women's Bathroom and Unisex ShowerManufacturer: Dal-Tile/ 2-1/8" x 8-1/2" field tilesFinish: MatteColor: Arctic WhiteTileLocation: Men's Bathroom Women's Bathroom and Unisex ShowerManufacturer: Dal-Tile/ 1" x 8-1/2" quarter round tilesFinish: MatteColor: Arctic White1KCaseworkColor: Prefinished maple plywoodLocation: All areas111111111-123-

DEPARTMENT OF PUBLIC WORKS9944 FLORA VISTA STREETTHE CITY OF BELLFLOWERSCALE1/4" = 1'-0"3North ElevationSCALE1/4" = 1'-0"1South ElevationSCALE1/4" = 1'-0"2SCALE1/4" = 1'-0"14West ElevationEast Elevation112.1118.2119.2100.1114.b115.b116.b117.b118.b100.a100.b(n) wall mounted signage - 4" and 7" highbrushed aluminum arial font letters(e) building envelope to remain(n) asphalt shingles shed roofto match existingstorefront windowssmooth concrete finish - not painted(n) infill of (e) opening - match existing adjacent finish100.c1234BAC1234118.c(E)(e) bollard to remain - typ. proposed additioninfill of (e) opening, smooth stucco finish - typical(n) storefront windows and doors - typicalproposed additionproposed addition(n) smooth stucco finishto match existingsmooth stucco finish(e) 16" cmu backwall to remain(n) 42" cmu site wall(n) gutter and downspoutwith extension to front yard planter(n) 42" cmu site wall(e) 16" cmu backwall to remain(n) 6'-0" cmu site wall(n) 6'-0" cmu site wall(e) property line(e) property linearea of remodelarea of remodel(n) gutter and downspoutwith extension to front yard planter(n) asphalt shingles shed roofto match existing(e) 16" cmu backwall to remain(n) 42" cmu site wall(e) stucco finish to remain(e) asphalt shingles shed roofto remain(e) stucco finish to remain(e) asphalt shingles shed roofto remain(e) stucco finish to remain(e) asphalt shingles shed roofto remain+ 16'-4"top of (e) roof+ 13'-1"top of (e) plate+ 0'-0"(e) finished floor+ 16'-4"top of (e) roof+ 13'-1"top of (e) plate+ 0'-0"(e) finished floor+ 12'-11"top of (n) concrete beam+ 1'-4"top of (e) cmu backwall+ 0'-0"(n) finished floor+ 12'-11"top of (n) concrete beam+ 0'-0"(n) finished floor+ 6'-0"top of (n) cmu site wall+ 3'-6"+ 1'-4"top of (e) cmu backwalltop of (n) cmu site wall+ 9'-10"top of (n) concrete wall+ 12'-11"top of (n) concrete beam+ 0'-0"(e) finished floor+ 6'-0"top of (n) cmu site wall+ 3'-6"top of (n) cmu site wall+ 13'-1"top of (e) plate+ 1'-4"top of (e) cmu backwall+ 0'-0"(n) finished floor+ 16'-4"top of (e) roof+ 13'-1"top of (e) plate+ 0'-0"(n) finished floor+ 16'-4"top of (e) roof(n) downspout extension(n) louver for combustion air required per mechanical plan(n) ptd wood fascia(n) ptd sheet mtl(n) ptd sheet mtl(n) ptd wood fascia22'-6"to property line4'-0" MIN.to (e) building4"(n) vrf hvac unit -see mechanical5'-6 1/2" 4"(n) hvac unit -see mechanical5'-6 1/2"14'-1" to property line(n) louver for combustion air required per mechanical plan(n) concretehousekeeping pad -see structural(n) concretehousekeeping pad -see structural1. PATCH, REPAIR AND PAINT STUCCO AS REQUIRED FOR A FINISHED INSTALLATION AT NEW OPENINGS.2. ALL EXTERIOR SURFACES TO MATCH EXISTING FINISHES U.N.O.3. PROVIDE AND ANTI-GRAFFITY COATING FOR FIRST 6'-0" OF EXTERIOR BUILDING WALLS U.N.O.Not UsedGeneral Notes4SCALEnts(E) 12(E) 2122(E) 12(E) 2(E) 12(E) 2(n) 6' tall chainlink fence withfabric screen1-124-

SCALE1/4" = 1'-0"3SCALE1/4" = 1'-0"1North - South SectionSCALE1/4" = 1'-0"2East - West SectionEast - West Section1234BABACEMPLOYEEROOM111CONFERENCEROOM118ELEC.ROOM119WAITING100CORRIDOR113WAITING100DOCUMENTSTORAGE107OFFICE115RECEPTION101CORRIDOR113A9.0313A9.037A9.035A9.039A9.045A9.0310A9.0314A9.0315A9.049A9.046A9.0413A9.049+ 13'-1"top of (e) plate+ 0'-0"(e) finished floor+ 12'-11"top of (n) concrete beam+ 9'-10"top of (n) concrete wall7'-0" 7'-6"
10'-0"
6'-0"+ 0'-0"(e) finished floor+ 12'-11"top of (n) concrete beam8'-0"A9.0569'-6" 8'-3 1/2"
8'-3 1/2"
9'-6"Not UsedNot Used+ 0'-0"(e) finished floor+ 13'-1"top of (e) plate+ 10'-0"finish ceiling height(E) PROPERTY LINE WALL(E) CONCRETE SLAB ON GRADE AND FOOTINGS(E) EXTERIOR WALL TO REMAIN(E) WALL FURRINGACOUSTIC CEILING TILE GRID(E) ROOF FRAMING(E) ROOFING TO REMAIN122(E) 12(E) 2STOREFRONT ASSEMBLYEXTERIOR WALL FRAMING(E) BOLLARD TO REMAINSTOREFRONT ASSEMBLYCONCRETE WALL WITH STUCCO FINISH - TYP.INTERIOR WALL FURRING - TYP.HVAC DUCTING AND DIFFUSERSCLASS A 20 YEAR ASPHAULT SHINGLE ROOFINGROOF FRAMINGGYP BOARD CEILING FINISHCONCRETE SLAB ON GRADE AND FOOTING(E) PROPERTY LINE WALLCONCRETE WALL WITHSTUCCO FINISHINTERIOR WALL FURRINGCONCRETE SLAB ON GRADE AND FOOTINGSSTOREFRONT ASSEMBLYROOF FRAMINGCLASS A 20 YEAR ASPHAULTSHINGLE ROOFING MATERIALTO MATCH EXISTINGGYP BOARD CEILING FINISHHVAC DUCTING AND GRILLESHALL112(E) PARTITION WALL TO REMAININTERIOR PARTITITION WALL - TYP.HVAC DUCTING AND GRILLESSIM.SIM.A9.056A9.031A9.033A9.052TYP.A9.0316COVE LIGHT WHERE OCCURS(E) INTERIOR PARTITIN WALL TO REMAIN(E) CONCRETE SLAB ON GRADE AND FOOTINGSGYPBOARD CEILINGDECORATIVE ACOUSTIC PANELS AT VARYING HEIGHTS PER PLAN(E) ROOFING TO REMAIN(E) ROOF FRAMING TO REMAIN - TYP.A9.0319A9.0320SEISMIC GAP(E) EXTERIOR WALL ASSEMBLY TO REMAINCONCRETE WALL1-125-

SCALE1/2" = 1'-0"2Enlarged Floor PlanNORTHTRUEARCHITECTURAL NORTHPlumbing Fixture Schedule4NONEItemItem #ManufacturerMADERA FloWise Toilet2854.128American StandardStandard Waterfree UrinalWES-1000SloanWall-Hung Lavatory with EvercleanAmerican Standard 9024.004ECItemModelManufacturerColorDeck Mounted 4" Fixed Centers Hot and Cold Water Sink Faucet895-E2805-5ABCPChicago FaucetsWall Mounted Pressure Balancing Pressure Balancing Tub & ShowerValve with Shower Head, Diverter, and Hand Held ShowerSH-PB1-11-012Chicago FaucetsEquipment ScheduleDesignation#LockersLKR# 1HollmanModel ARestroom PartitionRP #1Wilsonart-PlatinumPlastic Laminate with Simple HS Padlock1-Recessed Shelves, 1-Coat Hooks, 1-Coat Rods,72" X 18" X 20"Solid Phenolic PartitionNotesBobrickDuraLine Compact Laminate1086 Series Floor-to-Ceiling AnchoredWilsonart-Lapis BlueLockersLKR# 1HollmanModel A-ADA LockerWilsonart-PlatinumPlastic Laminate with Padlock Hasp with usersupplied ADA compliant lock. -Recessed Shelves,1-Coat Hooks, 1-Coat Rods, 72" X 18" X 20"See ADA NotesADA Locker NotesDOOR HARDWAREShall have a shape that is easy to grasp with one hand and does not require tight grasping, tightpinching, or twisting of the wrist to operate.Use Hollman wire pull.LOCKSNo higher than 48”Limit pinching/twistingPadlock hasp with user supplied ADA compliant lock. Use Masterlock 2650INTERIOR DESIGNInterior hooks, no higher than 48”Shelves: no higher than 48”, there must be a shelf no lower that 15” (above finished floor)LOCKER PLACEMENTClearance in front of locker must be a minimum of 24” away from the lockers and 30” in widthalong the lockers.ADA Accesible Bench NotesSpacing: A minimum of 30 inches clear space is required for parallel approach to a short end ofa bench seat.Seat size: Benches must be 20-24 inches deep and a minimum of 42 inches long.Back support: Minimum of 42 inches long and begin no more than 2 inches above the seat,extending to at least 18 inches above the seat, or the bench can be affixed to the wall as analternate back support.Seat height: Bench seat mush be 17-19 inches above the floor.Notes12SCALENONEItem #ManufacturerStainless Steel Grab BarB-5806 - length as requiredBobrickRecessed Toilet Seat cover and Toilet Tissue DispenserB-34745BobrickBobrickConvertible Automatic Paper Towel Disp. and Waste Recept.B-3974BobrickItemSolid Phenolic Folding Shower/Dressing Area SeatB-5193BobrickBathroom Accesories ScheduleMirrorB-165 2436SCALESchedulesLocationLocker Room 111Locker Room 111FinishBrushed StainlessLocationWomen's Restroom 108, Unisex Shower 109, Men's Restroom 110Women's Restroom 108, Men's Restroom 110Unisex Shower 109Unisex Shower 109BobrickUtility HookB-6707Unisex Shower 109Brushed StainlessSurface Mounted Toilet Seat cover and Toilet Tissue DispenserB-3479BobrickBrushed StainlessSurface Mounted Automatic Paper Towel DispenserB-2974BobrickBrushed StainlessPhenolic Bathroom PartitionsB-1080BobrickTBDFinishLocationUnisex Shower 109SCALE18noneMaterials Legend2x4 framing partition2x6 framing partitionexisting wall to remainALaluminumHMhollow metalPTDpaintedWDANODanodizedwoodEMPLOYEEROOM111MEN'SBATHROOM110WOMEN'S BATHROOM108UNISEXSHOWER109A6.03312411A6.0315201619A6.0411029A6.0431241130" X 48"CLEARfloor mounted toilet - typ.urinal partition - typ.restroom partition - typ.30" X 48"CLEAR30" X 60"CLEAR30" X 48" CLEAR
30" X 48"
CLEARlockers typ.floor mounted toiletwall mounted sinkØ5' -
0 "
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LCLCLCLCurinalwall mounted urinal - typ.toileturinal toilet 5'-1"2'-7"1'-3"
13'-3"grab bar (3'-6" min.)recessed tissuedispenserLC sink faucetLCsink
faucet
30" X 48"CLEARsurface mountedtissue dispensersurface mounted tissue dispenser5'-0"3'-0"110.1109.1111.1108.148"18"7'-3"7'-4"4'-0"24"3'-4"5'-6"5'-0"3'-0"5 1/2"8'-11"24"3'-10"grab bar - typ.hand showerand PB valveshower headfull length mirrorgrab bar - typ.wall mounted mirrorrecessed paper towel andwaste receptacle dispenserfloor drain43A2'-10" 2'-6"2'-6"wall mountedmirrorwall mountedmirror4'-0"4'-1"7A9.045'-0"18"5'-0"24" 4'-0"12"5'-0"12"4'-0"shower seatgrab barrecessed tissue dispenser4'-1"Ø 5 '
-
0 "
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LC toilet
1'-6"1'-6"4'-0"30" X 48"CLEARhigh and low drinking fountains44"24"Women's Restroom 108, Men's Restroom 110Women's Restroom 108, Men's Restroom 110Women's Restroom 108, Men's Restroom 110Women's Restroom 108, Men's Restroom 110Men's Restroom 110Women's Restroom 108, Men's Restroom 110Women's Restroom 108,Men's Restroom 110Women's Restroom 108, Men's Restroom 110Women's Restroom 108, Men's Restroom 1101'-10"2'-0"3'-8" LC sink
faucet
4'-2"
24"
1'-6"
5'-0"1'-0"2'-1 1/2"2'-0" min.3'-6"
2'-0 1/2"
2'-0" min.
3'-0"
2'-8" min.
2'-0" min.1'-6" min.4'-0"4'-8"4'-0" min.24" X 30"CLEAR24" X 30"CLEARLClocker15"LClocker15"24" X 30"CLEARLClocker15"floor drainfull length mirrormopsinksurface mountedautomatic papertowel dispenser18"Full Length MirrorBobrickWomen's Restroom 108, Unisex Shower 109Mop SinkVersatile Cooler Drinking FountainHalsey TaylorHTVZ8BLTBDCorridor 113WhitePolished CromeWhiteWhitePolished Cromegas water heater -see plumbingf.d.Advance TabcoSmart Fabrication9-OP-40Polished CromeMen's Restroom 110B-165 2460Brushed StainlessHALL112CORRIDOR1134'-0"2'0" MAX 2'-6" CLEAR
FLOOR SPACEADA ACCESIBLE BENCHTO COMPLY WITH ADA 11B 9034" max.11-126-

SCALE1/2" = 1'-0"2SCALE1/2" = 1'-0"10SCALE1/2" = 1'-0"4SCALE1/2" = 1'-0"12Waiting 100 - NorthWaiting 100 - SouthWaiting/Reception 100 - East Waiting 100 - Westaccessibleknee spacetoe spacecasework panelopen to beyond1 1/2" 3'-6"
4"
3'-0"painted gypboard typ. PT-1base B-1100.a100.b101.1painted gypboard PT-1base B-15'-7"1 1/2"painted gypboard PT-1base B-1painted gypboard PT-12'-6" 6"2'-0"
1 1/2"base B-1knee space100.c113.118"
36"
18" typ.
48"casework paneA9.0111drawerdrawerdrawerA9.01xA9.014A9.0119,15A9.01161-127-

SCALE1/2" = 1'-0"10SCALE1/2" = 1'-0"2Copy Room 102 - South SCALE1/2" = 1'-0"1Copy Room 102 - North Copy Room 102 - East Copy Room 102 - West Pantry 103 - South Pantry 103 - North Pantry 103 - East Pantry 103 - West SCALE1/2" = 1'-0"9SCALE1/2" = 1'-0"13SCALE1/2" = 1'-0"14SCALE1/2" = 1'-0"5SCALE1/2" = 1'-0"6SCALE1/2" = 1'-0"4SCALE1/2" = 1'-0"3Reception - 101 NorthSCALE1/2" = 1'-0"16Reception 100 - SouthReception 100 - Westknee space typ.electric cook topmicro vent comboopen to beyondfridgeLCLCmicro vent combocook topcabinetpainted gypboard PT-1upper caseworkcountertoplower caseworktoe spacelazy susanfor dead corneraccess2'-6"eq.eq.painted gypboardPT-1upper caseworkfield tile T-3countertopdrawerdrawerfixeddrawerfixeddrawerdrawerdrawerdrawerdrawerdrawerdrawerdrawerdrawer2'-6"eq.12" v.i.f.eq.12" v.i.f.lazy susan fordead corner access - typ.toe spacepainted gypboard PT-1painted gypboardPT-1base B-1base B-11 1/2" 6"1'-10 5/16"4"
2'-10"1'-8"3'-4"
5 1/2"7 1/2"
7 1/2"
7 1/2"
2'-6"4"
2'-10"1'-8"3'-4"upper caseworkfulll heigth caseworkpainted gypboardPT-12 1/8" x 8 1/2" daltilematte arctic whitefield tilelazy susan fordead corneraccess typ.toe space2'-0"5'-6"4" 7'-10"per manufacturerclearanceper manufacturer clearance 12" v.i.f.1 1/2"
6"1'-10 1/2"4"
2'-10"1'-8"3'-4"base B-1toe spacepainted gypboardPT-1upper caseworkfull height caseworkcountertoplower caseworkdrawerdrawerdrawerdrawerpainted gypboardPT-1base B-1open to beyondopen to beyondopen to beyondpainted gypboard PT-1base B-1open to beyondbase B-1painted gypboard PT-1knee spacecasework paneltoe spacecaseworkcountertopopen cubbyopen cubbyopen cubbyfiledrawerfiledrawerfiledrawerfiledrawerfiledrawerfiledrawerfiledrawerfiledrawerbookshelveslower caseworktoe space typ.painted gypboard PT-4upper caseworkunder cabinet lightingcountertopfiledrawerfiledrawerfiledrawerfiledrawerfiledrawerfiledrawerfiledrawerfiledrawerfiledrawerfiledrawerfiledrawerfiledrawerdrawerdrawerdrawerdrawerdrawerdrawerdrawerdrawerdrawerdrawerdrawerbase B-13'-4"1'-8" 2'-6"1 1/2"
6"1'-10 1/2"4"
7'-10"4 equal1'-8"3'-6"
1 1/2"
1'-0"4"
2'-6"
1 1/2"
4 1/2"6 equal3 equal5'-0"2 equal5'-8"9'-4 1/2"5'-0"2 equal2'-6" 6"2'-0"
3'-4"
18"
36"
2'-0"2'-6"2 equal3 equal4 equal18"
36"
18"seismic joint48"
18"
18"
48"
36"
42"
18"
42"
48"
42"2" daltile matte arcticwhite hexagonmosaic with1/8" grout jointfield tile T-3hvac ducthvac duct2'-10"flexible installation gasketA9.011A9.019A9.011A9.019A9.019A9.016,2A9.013,7A9.014A9.014A9.013,7A9.0113A9.01xA9.01xA9.013A9.011A9.011A9.019A9.019A9.012,6A9.013,7A9.014A9.012,6A9.019A9.013,7A9.013A9.014Not Usedsim.1-128-

SCALE1/2" = 1'-0"2SCALE1/2" = 1'-0"1SCALE1/2" = 1'-0"4SCALE1/2" = 1'-0"3SCALE1/2" = 1'-0"10SCALE1/2" = 1'-0"9Conference Room 118 - WestWomen's Restroom 108 - WestSCALE1/2" = 1'-0"11SCALE1/2" = 1'-0"12Unisex Shower 109 - WestSCALE1/2" = 1'-0"16SCALE1/2" = 1'-0"15SCALE1/2" = 1'-0"19SCALE1/2" = 1'-0"20Conference Room 118 - NorthConference Room 118 - SouthConference Room 118 - EastUnisex Shower 109 - NorthUnisex Shower 109 - SouthUnisex Shower 109 - EastWomen's Restroom 108 - NorthWomen's Restroom 108 - SouthWomen's Restroom 108 - Eastpainted gypboard PT-4base B-1base B-1painted gypboard PT-1118.a118.1painted gypboard PT-4caseworkbase B-1toespacedrawerdrawerdrawerdrawerdrawerdrawer2'-10" 6"
1 1/2"
10"1'-0 1/2"
4"5'-5 1/2"1'-5"
6 full tiles
1'-5"painted gypboardPT-4base B-1118.b118.2field tile T-3paintedgypboardPT-4flat top coveT-2field tile T-3shower seatflat top cove T-2painted gypboard PT-3surface mountedseat and toiletpaper dispensergrab bar - see 18/A6.03floor mountedtoilet3'-0"wall mounted sink and faucetmirrorflat top cove T-21'-5"handshowerslide barshower control and divertergrab bar -see 18/A6.03flat top cove T-2painted gypboardPT-44'-2" 5'-0"
3'-10"2'-3"3'-0"
3'-8"field tile T-3shower headgrab bar -see 18/A6.03open to beyondflat top cove T-23'-0" 7'-0"painted gypboard PT-4flat top cove T-2flat top cove T-2painted gypboard PT-46 full tiles field tile T-3field tile T-318" typ. 42"
18" typ.
18" typ.
48" typ.
36"quarter roundT-4quarter round T-4field tile T-3quarter round T-4108.16 full tiles 48"floor mounted toiletpainted gypboard PT-3recessed seat andtoilet paper dispensergrab bar - see 18/A6.03floor mounted toiletflat top cove T-2field tile T-3quarter round T-4toilet partitionGrab Bar DetailSCALE1/2" = 1'-0"181½"1¼"TO 2"THE STRUCTURAL STRENGTH OF GRAB BARS SHALL MEET THE FOLLOWINGSPECIFICATIONS:A.BENDING STRESS AND SHEAR STRSS INDUCED IN A GRAB BAR BY THEAPPLICATION OF A 250-POUND POINT LOAD SHALL BE LESS THAN THEALLOWABLE SHEAR STRESS FOR THE MATERIAL OF THE GRAB BAR, ANDITS MOUNTING BRACKET OR OTHER SUPPORT IS CONSIDERED TO BE FULLYRESTRAINED, THEN DIRECT AND TORSIONAL SHEAR STRESSES SHALL NOTEXCEED THE ALLOWABLE SHEAR STRESS.B.SHEAR FORCE INDUCED IN FASTENER OR MOUNTING DEVICE FROM THEAPPLICATION OF A 250-POUND POINT LOAD SHALL BE LESS THAN THEALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR MOUNTINGDEVICE OR THE SUPPORTING STRUCTURE, WHICHEVER IS THE SMALLERALLOWABLE LOAD.C.TENSILE FORCE INDUCED IN A FASTENER BY A DIRECT TENSION FORCE OFA 250-POUND POINT LOAD, PLUS THE MAXIMUM MOMENT FROM THEAPPLICATION OF A 250-POUND POINT LOAD, SHALL BE LESS THAN THEALLOWABLE WITHDRAWAL LOAD BETWEEN THE FASTENER ANDSUPPORTING STRUCTURE.D.GRAB BARS SHALL NOT ROTATE WITHIN THIER FITTINGS. EDGES SHALLHAVE MINIMUM RADIUS OF 1/8". GRAB BARS AND ADJACENT SURFACESHALL BE FREE OF ABRASIVE ELEMENTS.PROVIDE BACKING AT GRABBARS AS REQUIRED.CONNECTION OF GRAB BARS TOWALLS SHALL BE APPROPRIATE TOWALL CONSTRUCTION AND OFSUFFICIENT STRENGTH TO MEETREQUIREMENTS OF CBC 11B 609.8DETAIL AT GRAB BARwall hook, typ.1'-6"1'-6"11 1/2"6 full tiles A9.0110A9.014A9.019Not Used1-129-

SCALE1/2" = 1'-0"2SCALE1/2" = 1'-0"1SCALE1/2" = 1'-0"4SCALE1/2" = 1'-0"3SCALE1/2" = 1'-0"10SCALE1/2" = 1'-0"9Mens Bath 110 - WestSCALE1/2" = 1'-0"12SCALE1/2" = 1'-0"11Employee Room 111 - West Mens Bath 110 - NorthMens Bath 110 - SouthMens Bath 110 - EastEmployee Room 111 - NorthEmployee Room 111 - SouthEmployee Room 111 - Easturinal partitiontoilet partitionwaterless urinal - typ.painted gypboard PT-4grab bar - see 18/A6.03floor mounted toiletsurface mounted toilet paperand seat cover dispenser flat top cove T-2toilet partitionrecessed toilet paper and seat cover dispensergrab bar - see 18/A6.03floor mounted toiletpainted gypboard PT-4flat top cove T-2automatic towel dispenserwall mounted sinkpainted gypboard PT-4flat top cove T-2 wall mounted mirrorwall mounted automatic towel dispenserwall mounted sinkpainted gypboard PT-4flat top cove T-2waterless urinal110.1painted gypboardPT-1toe spacepainted gypboard PT-1toe spacelocker - typ.base B-1painted gypboardPT-1base B-1painted gypboard PT-1locker - typ.1'-5" 6 full tiles
1'-5"
3'-0"
1'-5"
6 full tiles
6 full tiles
2'-10"
3'-0"
6 full tiles
1'-5"111.148"
18" typ.
18" typ.
48" typ.
6"field tile T-3quarter round T-4field tile T-3quarter round T-4field tile T-3quarter round T-4field tile T-3quarter round T-4LClocker15"min. clear.LClocker15"min. clear.LClocker15"min. clear.LClocker15"min. clear.tankless water heater - see plumbing6"min.clear.A9.011Not UsedNot Used19" max ADA ACCESBILE BENCHTO COMPLY WITH ADA 11B-9034'-0" MIN1-130-

SCALE1/4" = 1'-0"1North - Corridor Interior ElevationSCALE1/4" = 1'-0"2South - Corridor Interior Elevation106.a108.1107.1106.1105.a105.1104.1118.1117.1116.1115.1114.1118.a117.a116.a115.a114.aopen to beyondopen to beyond48" typ. 18" typ.
48" typ.painted gypboardPT-1base B-1hvac duct(e) 12" wf 27#painted gypboard PT-1base B-1hvac duct(e) 12" wf 27#2'-8"high and lowdrinkingfountains -see plumbing3'-1 3/8" 9'-4 1/2"Not UsedNot Used1-131-

Cabinet TopUpper Cabinet EdgeStone Countertop Edgecasework dooror drawer facecasework cabinet boxaligncasework dooror drawer facecasework cabinet boxalign4"4"toekick1 1/2"1/2"casework dooror drawer facecasework cabinet boxease and miter edgestone countertopplywood sub-countertopmounting channelLED tape lightlight valanceC-2 casework doormitercasework boxfinished floor1 1/2"ease and miter edgewood veneer countertopplywood sub-countertopcasework door or drawer facecasework cabinet boxalign subflooradjustable shelfwhere occursadjustable shelfwhere occurscasework boxtile backsplash where occursthinset where occurscaulkwall framingtile backsplash where occursthinset where occurscountertopsubcountertopcasework boxwall framingcasework side panelcasework door or drawer facealignwall framingcasework boxcasework door or drawer facecasework scribe1 1/2"XXXXX-XX XXXXX-XX XXXXX-XX XXXXX-XX

XXXXX-XXXXXXX-XX

XXXXX-XX

XXXXX-XX
XXXXX-XX1/2"miter and ease edgestone countertopsubcountertopcountertop supportcasework panel - typ.countertopsupportcaseworkprivacy panelcasework privacy panelcasework boxstone countertop and subcountertopstone countertopmiter andease edgesub-countertopdrawer faceplywod drawer boxcasework boxcasework privacy panel2x nailer and supportfinish floorsub floor1/2"XXXXX-XX

XXXXX-XX

XXXXX-XXXXXXX-XX
SCALE1FULLSCALE2FULLSCALE3FULLSCALE4FULLCabinet ToekickCabinet TopUpper Cabinet to BacksplashStone Countertop to BacksplashSCALE5FULLSCALE6FULLSCALE7FULLNot UsedNot UsedPencil DrawerSCALE11FULLWood Countertop EdgeSCALE10FULLCabinet to WallSCALE9FULLDouble Wide CountertopSCALE15FULLPrivacy Panel to FloorSCALE16FULLNot UsedNot UsedNot UsedPantry CounterNot UsedSCALE19N/AAccessible Countertop2'-10" 4"SEE PLAN1 1/2"
9"6"2'-5"25" MAX6"3"scheduled partitionback and side splash where occurs -scribe to partition - see elevations for locationscountertop scribed to partition - see finish planand elevations for material specifications1/16" reveal - see elevationmelamine interior - see finish schedule for colordoor on integral base to match cabinet finish.(2) concealed self-closing hingeswith scheduled pulls - see elevations for finishesXXXXX-XXSCALE91/4" = 1'-0"1-132-

int.ext.(e) partitionfurring1 hr fire rating percbc table721.1.1(2) itemnumber 15-1.3and 12.1.340 min. fire ratingper cbc table722.6.2(1)58" type x gyp bd3 12" rigid insulationw/ min R value of 19(e) plaster on 38" gyp lath2x4 framing(e) framing, 16" o.c.(e) exterior stucco onwire lath over #15 feltstructural sheathing asreq per structural plan*sim to partition type 4 fornon rated wall assemblySCALE13"=1'SCALE23"=1'SCALE33"=1'SCALE43"=1'SCALE53"=1'SCALE63"=1'SCALE73"=1'SCALE83"=1'SCALE93"=1'SCALE103"=1'SCALE123"=1'SCALE131 1/2"=1'SCALE143"=1'SCALE153"=1'SCALE186"=1'SCALE196"=1'SCALE203"=1'int.ext.11"Min. 1 hr fire rated per table 721.1(2) itemnumber 4-1.16" solid concrete wall meets at least twohours rated fire resistance period.3 1/2" rigid insulationmin r-value 192x4 furring framingpoured in place conc78" stucco58" type x gyp bd*sim to partition type 3 fornon rated wall assemblypressure treatedwood nailerresilient base(e) foundation curbint.ext.(e) concrete slabvct floor finishassembly type 4sim 2/A9.03structural sheathingas needed(e) assemblyint.ext.resilient base(e) conc block diewall at prop. line(e) concrete slabfloor finish78" stucco finishassembly type 1see 6/A9.03weep screed4" min (e) foundation curbint.ext.wall type 2 per 2/A9.03demo (e) curb andcreate smooth concfinishresilient basefloor finish(e) conc block diewall at prop. line(e) assemblypressure treatedwood nailerassembly type 2per 2/A9.03(e) blocking(e) steel beambeyondcontinue gypfinish to roofsheathingbetween rafters(e) stucco finish(e) roof assembly(e) gutterfire caulking(e) partitionrim joist per strcuturalcontinue stucco finishover lath and building papergutterwood blocking btwrafters per structuralptd sheet mtlprtn type 1per 6/A9.03roof assembly per10/A9.03roof assemblyper 10/A9.03wood blockingbtw rafters perstructuralrim joist per structuralcontinue stucco overmetal lath and buildingpaperprtn type 3sim. 6/A9.03ptd sheet mtl flashingpressure treated woodfinishasphalt roof shinglevapour permeablefelt - 1/8"1532" sheathing perstructural9 12" r-30 batinsulation2" air cavitywood framing perstructural w/ %5slope58" gyp brd.type 1 prtn per 6/A9.03type 2 prtn per 2/A9.03w/ additional furring4x4 post per structuralMM-VVS-300-Einterior wall expansionjoint coverMM-VSS-300-E_CONC_2HWPF_SSexterior sealwood furring(e) stucco finish3"min.continue wall furring toadjacent wall58" gyp board2x4 wood furring3 12" thermal insulation formin r value of 19align2 hr fire barrier3" ej(e) wall(e) framing4x4 post perstructuralassembly type6 per 2/A9.04MM-VSWL-300interior wallexpansion jointcover3"expansionjoint beyondMM-SPE-3-1.5MM-SP-3-1.5floor expansionjt coverdoor jambint.int.int.int.int.ext.MM-VSS-300_E exterior sealstructuralsheathingInterior Seal6 3/8"2"78" stucco over lath over vaporbarrier34" furringchannel58" gyp brdj moldMM-SPE-3-1.5 ej coversloping header beamconcrete wall58" gyp34" furring channelslab on grade per structural3" ejlinoleum finish(e) slab onn grade1/4"remove concrete curband create smoothfinishMM-SP-3-1..5 floor cover2"6 3/8"3" ej(e) slab onn graderemove concrete curband create smoothfinishlinoleum floor finishvinyl bulb sealMM-SPE-9-1.534" furring channel58" gyp brd resilient baseheader per structural,sloping same as concretebeamconc beam per structuralprtn type 3 sim. 2/A9.03see roof assemblyper 10/A9.0358" type x gyp(e) roofprtn type 4sim. 2/A9.03int.int.ext.MM-VVS-300-Evapor barrier3" EJMM-WJL-3-1 12 roofexpansion joint coverwood nailer5 9/16"sealantmoisture barrier, MM Systems34" furring channel9 12" r30 bat insulationbetween (e) joists(e) rock surface o/ 1 layer90# felt o/ 2 layers 15#.hot mcp btw. ea. layer(e) 12" plywood sheathing(e) 2x8 @ 24" o.c.(e) 12" plywood sheathing(e) rock surface o/ 1 layer90# felt o/ 2 layers 15#.hot mcp btw. ea. layer(e) 2x8 @ 24" o.c.7" r-30 fomular high-r cwplus xps rigid insulationbtw joists. only atexposed portions of theroof over corridor 113and reception 10158" gyp bd at exposedportions of the roof overcorridor 113 andreception 101Type 2 Ptn Head @ Prop. LineType 2 PartitionType 4 Ptn BaseType 2 Ptn Base @ Prop. LineType 1 Ptn Head @ Prop. LineType 1 PartitionEJ @ Property Line - PlanType 1 Ptn Base @ Prop. LineType 3 Ptn @ RoofRoof Assembly at AdditionExpansion Joint - PlanExpansion Joint @ RoofRoof Insul.@Concealed LocationEJ @ Floor to FloorEJ @ Ceiling to WallEJ @ Floor to Wall1820Roof Insul.@Exposed LocationsSCALE163"=1'Cove Light at Receptionptd 58" gyp brd2x2 framingL1 light fixtureper scheduleNot Used1-133-

6"tileslope to drain1:48 maxslope to drain1:48structuralslabdrain pipeshower draincoupling per areadrain manufacturerreinforced mortarbedthin set adhesivewater proofing & drainagecompositewater proofing &thin set cracksuppressionscheduledpartition5/8" cementboard3 1/4"5/8" type xgypboardconcrete curbsolid surfacingthreshold1/2" MAX 1:2 slope maxXXXXX-XX tileSCALE53"=1'SCALE63"=1'SCALE73"=1'SCALE93"=1'SCALE103"=1'2X4 wood framing, TYP5/8" gypboardacoustic insulationplywood sheathing asneeded per structuralplansillresilient basesealant5/8 " GYP board, TYP2X4 wood framing, TYPtile on setting bedtile backer boardacoustic Insulationtile cove baseact ceilingedge trimstop gyp finish after act ceilingat min 12" from finish ceilinggyp ceiling per 15/A9.03ptd gyp bdblockinginterior partition per 2/A9.04roof assembly per 14/A9.03stop acoustical insulationafter act ceilingcorridorofficewall beyondact ceilinginterior partition per 2/A9.04suspended gridstructural bracing to roofper structuralinterior partition per 4/A9.04ptd gyp. bd ceilingceiling framing per structuralhead at act ceilinghead at framed gyp ceilingsealer12" min 12" minInt Ptn Head at CorridorPartition Type 6Int Ptn HeadPartition Type 758" type x gyp bdint.ext.3.5" rigid insulationto reach min. r192x4 framingext.78" stucco o/ wire lath o/building paperint.3 12" bat insulation w/min r value of 19stucco over wire lathand building paperpartition type 4 sim. 2/A9.0358" type x gyp brdconcrete curb(e) exterior stucco;patch and repair atopenings to providecontinues finish(e) 4x8 header2x4 furring framing(e) interior finish(e) concrete slabint.ext.6 14" bat insulationw/ min R value of 19PlanBaseresilient basewall beyondsweep creed4" minasphaltPartition Base and Floor at Bathroom ShowerSCALE13"=1'SCALE23"=1'Partition Type 5 HeadPartition Type 5211/2" max21 alum doorframedoor jambbeyondexpansion jointfloor covervct floor finishalum. doorintintfloor to floorexpansion jointcoverfloor to wallexpansion jointcover3" expansion jointhingealum. dooralum. door framecast in place concrete58" ptd gyp board3" ej intintvct floor finish58" gyp brd58" gyp brd34" furringchannel34" furring channelInt Dr Jamb @ Expansion JointSCALE33"=1'Int Dr Head & Sill @ EjSCALE43"=1'34A9.0312Not UsedNot Used1-134-

Interior Window Head and SillInt Dr and Wind. Head & SillInterior Door and Window Jambheader; see structuraltile on thin set setting bed58" gyp board, typwood doorlinoleumflooringalum door framedoor jamb (beyond)threshold211/2" max (e) concrete slabacoustical insulationInterior Door @ Bathroomgypboardmetal windowframe assemblyglazing12" min act ceiling2x4 framing58" gyp boardsound insulationgypboarddoor mutewood doormetal door and windowframe assemblyglazing58" gyp boardwood doormetal framedoor mutebutt hingeacoustical insulationwood framingInterior Door Jamb1/2"carpetmetal door andwindow assemblywood doorgypboardmetal windowframe assemblyglazinglinoleum flooring12" min act ceilingacousticalinsulationtransition stripheader; see structuralalum door framelinoleum finishdoor jamb (beyond)58" gyp board, typwood doorcarpettransition strip211/2" max acoustical insulation21Int Dr Head and Sill @ Corridorconcrete beam perstructuralextintanchormetal framestuccoptd sheet mtl drip edgesheet metal drip edgeself adhesive membraneself adhesive membraneslope to drainconcrete wallsealant58" gyp finishprtn type 3sim.6/A9.03prtn type 3sim.6/A9.03extint3 12" rigidinsulation2x4 wood framing5/8" typ x gypboardentry door frame4x4 hss post per structuralextintptd sheet mtl fasciaself adhesive membranewood shimptd sheet metal fasciapressure treated woodshimpartition type 3sim 2/A9.03cleatself adhesive membraneself adhesive membranewood shimExt Window Jamb at Conc. WallExteror Window @ Conc. Wall(e) header beam(e) plaster finishself adhesive membraneprtn type 4 sim 9.03f regletptd sheet mtl drip panwood shimprtn type 5 per 2/A9.04building paperplaster over metal lathself adhesive membrane58" ptd gypplaster finishintextExteror Window @ Infillextintpressure treated wood shimself adhesive membranepartition type 4 sim 2/A9.03(e) exterior plaster finish overvapor barrier; patch and repair atopenings to provide continuesfinishbuilding paper4" typExt Window Jamb at Infill Wallslab on grade concretedoor btmweather stripextintdrip edgeptd sheet mtl fasciaself adhesive membranewood shim4x4 hss postcleat, typalignVCT finishslope to drainthreshold in sealantbedprotection boardself adhesivemembranedrip edge211/2" max 78" stuccoEntry Door Head & Sillself adhesive membranehollow metal frame58" gypwood furring or structuralsheathing where applies2x4 framinggypsum sand plaster finishover vapor barrierthreshold211/2" max slope to drainprotection boardslab on grade concreteHollow Mtl Door Head & Sill4x4 post per structuralself adhesive membranehollow metal framehingewood blocking or structuralsheathing where appliesgyp plaster over vapor barrieradhesive membraneHollow Mtl Door Jamb3000 stc series- french dbl. doorextinthss post per structuralwood shimentry door alum. frameptd sheet mtl fasciawindow frame, see 1/A9.05partition type 3 per sim.2/A9.03self adhesive membraneptd sheet mtl fasciaself adhesive membranesealant and backer rodEntry Door JambSCALE13"=1'SCALE23"=1'SCALE43"=1'SCALE53"=1'SCALE63"=1'SCALE73"=1'SCALE93"=1'SCALE103"=1'SCALE133"=1'SCALE143"=1'SCALE203"=1'SCALE173"=1'SCALE183"=1'SCALE193"=1'extint3000 stc series doortc 470 series - storefrontself adhesive membranepartition type 4 sim 2/A9.03(e) stucco finish overvapor barrier; patch andrepair at opening toprovide continues finishwood shimpartition type 4 sim 2/A9.034" typ.SCALE83"=1'Exterior Door and Window Jamb @ Conference Roomint(e) 78" exteriorstucco over 18"vapor barrier(e) 4x8 header(e) interior finish3 12" bat insulationw/ min r value of192x4 furring framingpartition type 4sim. 2/A9.03ptd sheet mtl drip edgeself adhesive membraneslab on grade concretecarpet finishslope to drainprotection boarddoor btm weather stripthreshold211/2" max ext58" gyp boardbuilding paperDr Head and Sill @ Conf. Rm.SCALE163"=1'4168714201917sim1713139101sim21661-135-

ABBREVIATIONS:GENERAL NOTES:INDEX:SHEET NO.SHEET TITLEC1.0TITLE SHEET AND DETAILSC2.0SITE DEMOLITION PLANC3.0FINISH GRADING PLANC4.0SITE UTILITIES PLANC5.0EROSION CONTROL PLAN-136-

-137-

NOPARKING-138-

WW(W)(W)-139-

-140-

COPYRIGHT ©2022 BREEN ENGINEERING, INC.III. TESTING AND INSPECTIONI. GENERALII. QUALITY CONTROLIV. STRUCTURAL MATERIALSCONNECTION NAILINGV. WOOD CONNECTION NAILING SCHEDULEB. REINFORCING STEELC. STRUCTURAL WOOD A. REINFORCED CONCRETEII / VII / VII / VII / VD. STRUCTURAL STEELASTM SPEC.STEELDESCRIPTIONMIN. FyVII. ABBREVIATIONSI ® ® ®VI. DESIGN BASIS I II ) I196 - 30 - 21EXP. 6 - 30 - 23-141-

90° BEND135° BEND180° BENDWALL OR SLAB SPLICE DETAILBEAM SPLICE DETAILSTRAIGHT BAR90° HOOKBAR SPACING AT NON-SPLICED BARSBAR SPACING FOR BARSSPLICED W/ NON-CONTACT LAPAPIPES PERPENDICULAR TO FOUNDATIONSBPIPE TRENCH PARALLEL TO FOUNDATIONSTYPICAL COLUMN TIESBEAM STIRRUPSABCDE PLANCOPYRIGHT ©2018 BREEN ENGINEERING, INC.196 - 30 - 21EXP. 6 - 30 - 23-142-

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MECHANICAL SHEET INDEXSHEET NO.SHEET TITLECURRENT ISSUEM-0.1MECHANICAL GENERAL NOTES, SYMBOLS LEGEND AND SHEET INDEXM-0.2MECHANICAL SCHEDULESM-2.1AMECHANICAL FLOOR PLANM-2.1BMECHANICAL FLOOR PIPING PLANM-5.1MECHANICAL DETAILS - SHEET ONE100 CDM-5.2MECHANICAL DETAILS - SHEET TWO100 CDEN-1TITLE 24 COMPLIANCE FORMS - SHEET ONEEN-2TITLE 24 COMPLIANCE FORMS - SHEET TWO111111MECHANICAL SYMBOLS LEGENDSYMBOLABBRDESCRIPTIONNEW DUCTWORK - FIRST FIGURE

SIDE SHOWN SECOND FIGURE
SIDE NOT SHOWNEXISTING DUCTWORK TO BE REMOVED(L)DUCTWORK WITH INTERNAL ACOUSTICAL LININGFLEX CONNECTION IN DUCTDUCT SIZE TRANSITIONROUND DUCT 90 DEGREE RADIUS ELBOWROUND DUCT CONICAL 90 DEGREE TAKE OFFROUND DUCT 45 DEGREE RADIUS ELBOWRECTANGULAR CEILING DIFFUSER (TYPE S-1, 100 CFM) SUPPLY AIRCEILING REGISTER/GRILLE (TYPE E-1, 100 CFM RETURN AIR OR EXHAUSTAIR)POC PODPOINT OF CONNECTION / DISCONNECTIONTTHERMOSTAT MOUNTED AT 48 A.F.F.EQUIPMENT IDENTIFICATIONM.D.MANUAL DAMPERHWSHOT WATER SUPPLYHWRHOT WATER RETURNDIRECTION OF FLOW12[612[6S-1100R-1100E-1100TFC1HWSHWRAIR CONDITIONING REQUIREMENTSTITLE 24 MANDATORY MEASURES1.THE PERSON WITH OVERALL RESPONSIBILITY FOR CONSTRUCTION OR THE PERSON RESPONSIBLE FOR THE INSTALLATION OF REGULATEDMANUFACTURED DEVICES SHALL POST OR MAKE AVAILABLE WITH THE BUILDING, PERMIT(S) ISSUED FOR THE BUILDING, THE INSTALLATIONCERTIFICATE(S) FOR MANUFACTURED DEVICES REGULATED BY THE APPLIANCE STANDARDS OR PART 6. SUCH INSTALLATIONCERTIFICATE(S) SHALL BE MADE AVAILABLE TO THE ENFORCEMENT AGENCY FOR ALL APPROPRIATE INSPECTIONS. THESE CERTIFICATESSHALL A.IDENTIFY FEATURES REQUIRED TO VERIFY COMPLIANCE WITH THE APPLIANCE STANDARDS AND PART 6.B.INCLUDE A STATEMENT INDICATING THAT THE INSTALLED DEVICES CONFORM TO THE APPLIANCE STANDARDS AND PART 6 AND THEREQUIREMENTS FOR SUCH DEVICES GIVEN IN THE PLANS AND SPECIFICATIONS APPROVED BY THE LOCAL ENFORCEMENT AGENCY.C.STATE THE BUILDING PERMIT NUMBER UNDER WHICH THE CONSTRUCTION OR INSTALLATION WAS PERFORMED.2.THE BUILDER SHALL PROVIDE THE BUILDING OWNER OR THE PERSON(S) RESPONSIBLE FOR BUILDING MAINTENANCE (IN CASE OFMULTI-TENANT OR CENTRALLY OPERATED BUILDINGS) AT OCCUPANCY THE FOLLOWING A.OPERATING INFORMATION. A LIST OF THE HEATING, COOLING, WATER HEATING, AND LIGHTING SYSTEMS AND FEATURES, MATERIALS,COMPONENTS, AND MECHANICAL DEVICES, CONSERVATION OR SOLAR DEVICES INSTALLED IN THE BUILDING, AND INSTRUCTIONS ONHOW TO USE THEM EFFICIENTLY.B.MAINTENANCE INFORMATION. REQUIRED ROUTINE MAINTENANCE ACTION SHALL BE CLEARLY STATED AND INCORPORATED ON AREADILY ACCESSIBLE LABEL. THE LABEL MAY BE LIMITED TO IDENTIFYING THE MAINTENANCE MANUAL.C.VENTILATION INFORMATION. A DESCRIPTION OF THE QUANTITIES OF OUTDOOR AND RECIRCULATED AIR THAT THE VENTILATIONSYSTEM IS DESIGNED TO PROVIDE TO EACH AREA.3.EACH SPACE CONDITIONING SYSTEM SHALL BE INSTALLED WITH CONTROLS THAT A. ARE CAPABLE OF AUTOMATICALLY SHUTTING OFF THE SYSTEM DURING PERIODS OF NON-USE AND SHALL HAVE AN AUTOMATIC TIMESWITCH CONTROL DEVICE COMPLYING WITH SEC.119(F), WITH AN ACCESSIBLE MANUAL OVERRIDE THAT ALLOWS OPERATION OF THESYSTEM FOR UP TO 4 HOURS.B. AUTOMATICALLY RESTART AND TEMPORARILY OPERATE THE SYSTEM AS REQUIRED TO MAINTAIN D.A SETBACK HEATING THERMOSTAT SETPOINT, IF THE SYSTEM PROVIDES MECHANICAL HEATING; AND EXCEPTION AREAWITH THE DESIGN WINTER OUTDOOR TEMPERATURE OF GREATER THAN 32 DEG. F.E.A SETUP COOLING THERMOSTAT SETPOINT, IF THE SYSTEM PROVIDES MECHANICAL COOLING. EXCEPTION AREA WITH THEDESIGN SUMMER OUTDOOR TEMPERATURE OF LESS THAN 100 DEG. F.4.THE THERMOSTATIC CONTROLS FOR HVAC SYSTEMS SHALL MEET THE FOLLOWING REQUIREMENTS AS APPLICABLE A.EACH SPACE CONDITIONING ZONE SHALL BE CONTROLLED BY AN INDIVIDUAL THERMOSTATIC CONTROL.B.THERMOSTATIC CONTROLS SHALL BE CAPABLE OF BEING SET, LOCALLY OR REMOTELY, BY AD-USTMENT OR SELECTION OF SENSORS D.DOWN TO 55 DEG. F OR LOWER TO CONTROL HEATING; ORE.UP TO 85 DEG. F OR HIGHER TO CONTROL COOLING; ORF.BOTH D AND E CONDITIONS TO CONTROL BOTH HEATING AND COOLING.C.TO CONTROL BOTH HEATING AND COOLING, THE THERMOSTATIC CONTROLS SHALL BE CAPABLE OF PROVIDING A TEMPERATURERANGE OR DEAD BAND OF AT LEAST 5 DEG. F WITHIN WHICH THE SUPPLY OF HEATING AND COOLING ENERGY TO THE ZONE IS SHUTOFF OR REDUCED TO A MINIMUM.5.OUTDOOR AIR SUPPLY AND EXHAUST EQUIPMENT SHALL BE INSTALLED WITH DAMPERS THAT AUTOMATICALLY CLOSE DURING PERIODS OFNON-USE OF THE AREAS SERVED BY EQUIPMENT.6.ALL ENCLOSED SPACES IN A BUILDING THAT ARE NORMALLY USED BY HUMANS SHALL BE VENTILATED IN ACCORDANCE WITH THEREQUIREMENTS OF SECTION 121.7.THE AIR HANDLING DUCT SYSTEM SHALL BE CONSTRUCTED, INSTALLED, SEALED AND INSULATED AS PROVIDED IN CHAPTER 6 OF THEUNIFORM MECHANICAL CODE. (MUST BE INSULATED TO A MINIMUM INSTALLED LEVEL OF R-4.2 OR BE IN CONDITIONED SPACE).8.DUCT SYSTEMS SHALL COMPLY WITH UL 181, INCLUDING ALL COLLARS, CONNECTIONS AND SPLICES. ALL PRESSURE-SENSITIVE TAPES,HEAT-ACTIVATED TAPES AND MASTICS SHALL COMPLY WITH UL 181, UL 181A, OR UL 181B.9.THE DUCT INSULATION SHALL BE PROTECTED FROM DAMAGE DUE TO SUNLIGHT, MOISTURE, EQUIPMENT MAINTENANCE, AND WIND.10.AIR MOVING SYSTEMS SUPPLYING AIR IN EXCESS OF 2000 CFM SHALL BE EQUIPPED WITH AN AUTOMATIC SHUTOFF ACTIVATED BY SMOKEDETECTOR LOCATED IN THE MAIN SUPPLY AIR DUCT. A SYSTEM MAY INCLUDE MORE THAN ONE PIECE OF AC UNIT WHICH SERVE A COMMONSPACE WITH AGGREGATE SUPPLY AIR OF MORE THAN 2000 CFM.11.-OINTS AND OTHER OPENINGS IN THE BUILDING ENVELOPE THAT ARE POTENTIAL SOURCES OF AIR LEAKAGE SHALL BE CAULKED, GASKETED,WEATHER-STRIPPED, OR OTHERWISE SEALED TO LIMIT INFILTRATION AND EXFILTRATION.12.INSULATION INSTALLER SHALL POST IN A CONSPICUOUS LOCATION IN THE BUILDING A CERTIFICATE SIGNED BY THE INSTALLER AND BUILDERSTATING THAT THE INSTALLATION CONFORMS WITH THE REQUIREMENTS OF TITLE 24, CHAPTER 2-53 AND THAT THE MATERIALS INSTALLEDCONFORM WITH REQUIREMENTS OF TITLE 20, CHAPTER 2, SUB-CHAPTER 4, ARTICLE 3.13.HEATING CONTROLS BY THERMOSTAT SHALL HAVE THE CAPABILITY OF CONTROLLING AND TERMINATING HEATING AT TEMPERATURES NOMORE THAN 72F. APPROVED TYPE.14.ALL INSULATION MATERIALS SHALL BE CERTIFIED BY THE MANUFACTURER AS COMPLYING WITH THE CALIFORNIA QUALITY STANDARDS FORINSULATING MATERIAL. CONDITIONED SPACE AND OUTSIDE OF UNCONDITIONED SPACES SUCH AS GARAGES AND COMPARTMENTS FORCENTRAL AIR GAS FURNACES SHALL BE FULLY WEATHER-STRIPPED.15.PIPE INSULATION THICKNESS SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 120.3 WITH FLUID TEMPERATURES LISTED IN TABLE120.3-A.1.SCOPE OF WORK A.FURNISH ALL LABOR, SUPERVISION, MATERIALS, EQUIPMENT AND FACILITIES NECESSARY TOFURNISH, FABRICATE, DELIVER, STORE AND INSTALL ALL WORK NOTED ON THE DRAWINGS AND/ORSPECIFIED HEREIN.B.THE CONTRACTOR SHALL FURNISH AND INSTALL ALL WORK NECESSARY TO MAKE A COMPLETESYSTEM WHETHER OR NOT SUCH DETAILS ARE MENTIONED IN THESE SPECIFICATIONS OR SHOWNON THE PLANS, BUT WHICH ARE OBVIOUSLY NECESSARY TO MAKE A COMPLETE SYSTEM,EXCEPTING ONLY THOSE PORTIONS THAT ARE SPECIFICALLY MENTIONED HEREIN OR PLAINLYMARKED ON THE ACCOMPANYING DRAWINGS AS BEING INSTALLED UNDER ANOTHER SECTION OFTHE SPECIFICATIONS.2.CODES AND PERMITS ALL EQUIPMENT, INSTALLATION, ETC., SHALL CONFORM TO LOCAL ELECTRICAL, MECHANICAL AND OTHER APPLICABLECODES. UNLESS OTHERWISE AGREED, CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS. COPIES OF ALL PERMITS ANDINSPECTION REPORTS SHALL BE SUBMITTED TO THE ARCHITECT. APPLICABLE CODES INCLUDE, BUT ARE NOT LIMITED TO ·2019 CALIFORNIA BUILDING CODE (CBC)(PART 2, TITLE 24, CCR)·2019 CALIFORNIA ELECTRICAL CODE (CEC)(PART 3, TITLE 24, CCR)·2019 CALIFORNIA MECHANICAL CODE (CMC)(PART 4, TITLE 24, CCR)·2019 CALIFORNIA PLUMBING CODE (CPC)(PART 5, TITLE 24, CCR)·2019 CALIFORNIA FIRE CODE (CFC)(PART 9, TITLE 24, CCR)3.WORKMANSHIP THE WORK SHALL BE ACCOMPLISHED IN A THOROUGH AND WORKMANLIKE MANNER SATISFACTORY TO AND MEETING APPROVALOF THE OWNER.4.MATERIALS ALL MATERIALS, APPLIANCES AND EQUIPMENT SHALL BE NEW AND THE BEST OF THEIR RESPECTIVE KIND, FREE FROM ALL DEFECTSAND OF THE MAKE, BRAND AND QUALITY SPECIFIED.5.SITE INSPECTION CONTRACTOR SHALL VISIT THE SITE OF WORK PRIOR TO SUBMISSION OF HIS BID AND THOROUGHLY FAMILIARIZE HIMSELF WITHTHE WORKING CONDITIONS AND EXACT NATURE OF THE WORK. SUBMISSION OF A BID ACKNOWLEDGES FULL RESPONSIBILITY FOR FURNISHING ACOMPLETE AND FUNCTIONAL SYSTEM. NO CHANGES IN CONTRACT WILL BE MADE TO ACCOMMODATE OR ALLOW EXTRA FUNDS FOR ANYOMISSION WHICH RESULTS FROM A FAILURE TO THOROUGHLY MAKE THEEXAMINATION.6.CODES AND PERMITS ALL MECHANICAL EQUIPMENT, INSTALLATION, ETC., SHALL CONFORM TO LOCAL MECHANICAL CODE AND OTHERAPPLICABLE CODES. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS. COPIES OF ALL PERMIT AND INSPECTIONREPORTS SHALL BE SUBMITTED TO THE ARCHITECT.7.AS-BUILTS CONTRACTOR SHALL PROVIDE A COMPLETE SET OF AS-BUILTS TRANSPARENCIES WITH ALL CHANGES NOTED THEREON AT THECOMPLETION OF THE PRO-ECT AND PRIOR TO FINAL ACCEPTANCE.8.GUARANTEE CONTRACTOR SHALL UNCONDITIONALLY GUARANTEE ALL LABOR MATERIALS ON ALL WORK AGAINST DEFECTS IN WORKMANSHIPAND MATERIALS FOR A PERIOD OF ONE YEAR.9.SUBMITTALS CATALOG INFORMATION AND CUTS OF ALL MECHANICAL EQUIPMENT AND DEVICES SHALL BE SUBMITTED FOR REVIEW PRIOR TOORDERING (SIX COPIES OF EACH) IN ONE COMPLETE PACKAGE.10.COORDINATION THE DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO SHOW SCOPE. THE CONTRACTOR SHALL COORDINATE HIS WORK WITHOTHER TRADES TO PROVIDE BEST ARRANGEMENT OF ALL DUCTS, PIPES, CONDUIT, ETC. LOCATION OF EXISTING PIPING AND DUCTWORK SHOWNIS APPROXIMATE; CONTRACTOR SHALL VERIFY THEIR LOCATION PRIOR TO BEGINNING WORK OF THIS SECTION AND SHALL MAKE MODIFICATIONSAND AD-USTMENTS AS REQUIRED TO INSTALL THE WORK OF THIS SECTION.11.FLASHING A.PROVIDE WATERTIGHT SOLDERED SHEET METAL FLASHING AT ALL NEW AND EXISTING WALL AND ROOF OPENINGS.B.ALL CONDUIT AND PIPES PASSING THRU THE ROOF OPENING SHALL BE FLASHED AND COUNTER FLASHED WITH 4 LB. SEAMLESS SHEETLEAD, EXTENDED 5 UP AND 8 AWAY FROM THE PIPE IN ALL DIRECTIONS.C.ALL VOIDS AROUND DUCT PENETRATIONS THRU FLOORS, WALLS AND CEILINGS SHALL BE PROPERLY SEALED.12.CLEANUP UPON COMPLETION OF THE WORK UNDER THIS SECTION, THE CONTRACTOR SHALL REMOVE ALL SURPLUS MATERIALS, EQUIPMENTAND DEBRIS INCIDENTAL TO THE WORK AND LEAVE THE PREMISES CLEAN AND ORDERLY. ALL EQUIPMENT AND EXPOSED SURFACES SHALL BELEFT SMOOTH CLEAN ALL PLATED WORK POLISHED.13.DUCTWORK A.DUCTWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH UNIFORM MECHANICAL CODE AND SMACNA STANDARDS.B.DUCTWORK SHALL BE GALVANIZED STEEL. GAUGES OF METAL FOR ROUND SPIRAL DUCT SHALL BE AS FOLLOWS (UNLESS NOTEDOTHERWISE ON THE DRAWINGS) DUCTS FITTINGS1. THRU 12 DIAMETER26 GAUGE26 GAUGE2. 14 THRU 24 DIAMETER24 GAUGE24 GAUGE3. 26 THRU 36 DIAMETER22 GAUGE20 GAUGEROUND DUCTS SHALL BE CONTINUOUS SPIRAL SEAM PIPE, WITH FACTORY SLIP FITTINGS AND COUPLINGS, SECURED WITH SHEET METALSCREWS OR DRIVE RIVETS.C.DOUBLE THICKNESS TURNING VANES SHALL BE USED ON ALL 90 DUCT TURNS.D.ALL DUCT -OINTS SHALL BE SEALED AIR TIGHT WITH APPROVED SEALER DUCT TAPE.E.FLEXIBLE DUCT USED FOR CONDITIONED AIR SHALL BE U.L. APPROVED, VINYL COATED, WIRE REINFORCED FIBERGLASS, WITH MAXIMUMCONDUCTANCE OF 0.30AND A MAXIMUM LENGTH OF FIVE FEET. DUCTS SHALL BE INSTALLED FREE OF KINKS AND SUPPORTS ON 36CENTERS WITH 34 WIDE STRAP HANGERS. FITTINGS SHALL BE SHEET METAL -OINTS AND CONNECTIONS SHALL BE MADE WITH 12 WIDEMETAL BANDS WITH NOT LESS THAN 2 SHEET METAL SCREWS EACH.F.FLEXIBLE DUCT SIZING SHALL BE PER DIFFUSER SCHEDULE - SAME SIZE AS DIFFUSER NECK. TRANSITION AS NEEDED FROM SMALLERDIAMETER HARD DUCT TO LARGER DIAMETER FLEX DUCT.G.MANUAL VOLUME DAMPERS, UNLESS OTHERWISE NOTED AS OPPOSED BLADE DAMPERS, SHALL BE INSTALLED AS A MEANS TO BALANCEAIR FLOW AT ALL DIFFUSERS AND REGISTERS. DAMPER BLADES IN FITTINGS SHALL BE 2 GAUGES HEAVIER THAN FITTINGS.H.DUCT HANGERS SHALL BE ATTACHED TO HORIZONTAL SLABS WITH ANGLE CLIPS SECURED WITH INSERTS, NAILED TO VERTICAL WALLS,BOLTED TO BEAMS AND -OISTS, SPACED BETWEEN SPANCRETE SECTION, HUNG 38 REBAR 6 LONG ABOVE THE METAL BAR AND/OR ASAPPROVED BY THE ARCHITECT.14.FILTERS SHALL BE U.L. APPROVED - SEE SCHEDULE. PROVIDE AN INITIAL SET OF PRE-FILTERS AND REPLACE AS REQUIRED DURINGCONSTRUCTION, INSTALL ANOTHER SET OF FILTERS AT THE BEGINNING OF TESTING BALANCING.PAINTING PAINT ALL BLACK STEEL EQUIPMENT SURFACES WHICH ARE NOT FACTORY FINISHED, AND ALL OTHER STEEL SURFACESEXPOSED TO THE WEATHER, WITH ONE COAT OF METAL PRIMER AND ONE FINISH COAT TO MATCH EXISTING.15.INSULATION A.INSULATION SHALL BE U.L. LISTED IN COMPLIANCE WITH FLAME-SPREAD RATING AND SMOKE DENSITY REQUIREMENTS OF THE UNIFORMBUILDING CODE. INSTALLATION SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA ENERGY COMMISSION REQUIREMENTS.B.INSULATE ALL INTERIOR CONDITIONED SUPPLY AND RETURN AIR DUCTWORK WITH 2 THICK, 75LB. PER CU. FT. DENSITY FIBERGLASSINSULATION WITH VAPOR BARRIER (R-8 MINIMUM).C.CONDENSATE PIPING SHALL BE INSULATED WITH 1 FOAM PLASTIC.D.COVER ALL -OINTS AND CRACKS OF PLENUMS LINING WITH 4 STRIPS OF 6 OUNCE FIBERGLASS, ATTACHED WITH ARABOL ADHESIVE.16.PIPING A.PROVIDE HANGERS AND SUPPORTS AS REQUIRED. PLUMBER
S TAPE AND WIRE ARE NOT ACCEPTABLE.B.CONDENSATE PIPING SHALL BE TYPE M COPPER.17.CONTRACTOR SHALL AFFIX A MAINTENANCE LABEL TO ALL EQUIPMENT REQUIRING ROUTINE MAINTENANCE AND SHALL PROVIDE THREE COPIESOF MAINTENANCE AND OPERATING MANUALS TO THE OWNER.18.ROUGH-IN AND CONNECT EQUIPMENT PROVIDED UNDER OTHER SECTIONS OF THE WORK.19.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AVAILABLE SPACE FOR INSTALLATION OF NEW WORK.20.ELECTRICAL A.FURNISH ALL CONTROLS, SUPPLY INSTRUCTIONS TO THE ELECTRICAL CONTRACTOR FOR MAKING THE LINE LOW VOLTAGE ELECTRICALCONNECTIONS, AND BE RESPONSIBLE FOR THE OPERATION OF THE EQUIPMENT FURNISHED UNDER THIS SECTION OF THE WORK.B.THE ELECTRICAL SECTION WILL FURNISH THE LINE AND LOW VOLTAGE ELECTRICAL WORK, HOWEVER, ANY CONTROL WIRING WHICH ISREQUIRED THAT IS NOT SHOWN ON THE CONTROL DIAGRAM SHALL BE PROVIDED UNDER THIS SECTION. IN THE EVENT THAT THECONTRACTOR CHOOSES TO PROVIDE EQUIPMENT WHICH REQUIRES EXTRA EXPENSE IN THE POWER OR CONTROL WIRING, HE SHALL PAYALL ELECTRICAL COSTS.21.BALANCING AND AD-USTING ALL AIR SYSTEMS SHALL BE AD-USTED BY AN INDEPENDENT BALANCINGCONTRACTOR THAT IS A MEMBER OF THEASSOCIATED AIR BALANCING COUNCIL. SUBMIT BALANCE REPORT TO OWNER PRIOR TO RECEIVING FINAL PAYMENT. ADDITIONAL BALANCINGDAMPERS AND/OR PULLEY CHANGES SHALL BE PROVIDED AS REQUIRED TO BALANCE SYSTEMS, AT NO INCREASE IN CONTRACT PRICE.22.BEFORE STARTING ANY WORK, THE CONTRACTOR FOR THIS SECTION OF THE WORK SHALL EXAMINE A COMPLETE SET OF DRAWINGS FOR ALLTRADES, INCLUDING ARCHITECTURAL, HVAC, ELECTRICAL, FIRE PROTECTION AND PLUMBING. DIMENSIONS, SPACE REQUIREMENTS AND POINTSOF CONNECTION TO ALL EQUIPMENT SHALL BE VERIFIED, AND ANY MINOR AD-USTMENTS NECESSARY TO AVOID CONFLICT WITH THE BUILDINGSTRUCTURE AND THE WORK OF THE OTHER TRADES SHALL BE MADE.23.INSTALL ALL EQUIPMENT, INCLUDING FIRE DAMPERS AND SMOKE FIRE DAMPERS, IN SUCH A MANNER AS TO BE READILY ACCESSIBLE FORMAINTENANCE REPAIRS.24.EQUIPMENT SHALL BE SECURELY FASTENED TO VIBRATION ISOLATORS AND EARTHQUAKE RESTRAINTS PER BUILDING CODE REQUIREMENTS, ANDIN AN APPROVED MANNER SO AS NOT TO SHORT CIRCUIT THE VIBRATION ISOLATION SYSTEMS.25.FIRE DAMPERS SHALL BE INSTALLED IN DUCTS PASSING THROUGH FIRE WALLS, AND WHERE SHOWN ON DRAWINGS. THEY SHALL COMECOMPLETE WITH FUSIBLE LINK, ECCENTRIC WEIGHT, 16GA. SLEEVE AND CLOSING STOP. ACCESS TO FUSIBLE LINKS SHALL BE PROVIDEDTHROUGH ACCESS DOORS. DAMPERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH NFPA 90A REQUIREMENTS AND STATE FIRE MARSHALLAPPROVED.26.EACH PIECE OF EQUIPMENT AND ALL SYSTEMS SHALL BE AD-USTED AND READ-USTED TO INSURE PROPER FUNCTION OF ALL CONTROLS,MAINTENANCE OF TEMPERATURE, ELIMINATION OF NOISE AND VIBRATION, AND SHALL BE LEFT IN PROPER OPERATING CONDITION.27.FINAL LOCATION OF CEILING DIFFUSERS SHALL BE PER THE REFLECTED CEILING PLAN OR AS PER FIELD REQUIREMENTS.28.NO COMBUSTIBLE MATERIALS SHALL BE INSTALLED IN RETURN AIR PLENUMS.29.ACCESS DOORS WHERE NECESSARY IN DUCTWORK OR CASINGS, SUITABLE ACCESS DOORSAND FRAMES TO PERMIT INSPECTION, OPERATIONAND MAINTENANCE OF ALL CONTROLS MOTOR BEARINGS, OR OTHER APPARATUS CONCEALED BEHIND THE SHEET METAL WORK SHALL BEPROVIDED. ACCESS DOORS IN DUCTS MAY BE OF SINGLE PANEL CONSTRUCTION OF NOT LESS THAN NO. 18 GAUGE, GALVANIZED STEEL, ANDSHALL HAVE SPONGE RUBBER GASKETS WITH HINGES AND LATCHES.30.A MINIMUM OF 30 CLEAR WORKING SPACE IN FRONT OF ACCESS PANELS TO THE COMPRESSOR, BLOWER ASSEMBLY AND AIR FILTER SECTIONSHALL BE PROVIDED.31.ALL PLUMBING AND APPLIANCE VENTS AND THE DISCHARGE OUTLET OF EXHAUST FANS SHALL BE AT LEAST TEN(10) FEET IN A HORIZONTALDIRECTION, OR THREE(3) FEET ABOVE THE OUTSIDE AIR INTAKES FOR HVAC UNITS.32.ANCHORAGE AND SUPPORTING STRUCTURAL ELEMENTS FOR AIR DUCTS SHALL BE DESIGNED TO WITHSTAND THE LATERAL FORCES ASREQUIRED BY THE CALIFORNIA BUILDING CODE.33.CENTRAL AIR HANDLING SYSTEMS SHALL BE MAINTAINED IN CLEAN CONDITION DURING CONSTRUCTION AND SHALL BE CLEANED AS NECESSARYPRIOR TO REPLACEMENT OF TEMPORARY FILTERS USED DURING CONSTRUCTION.34.DAMPERS A.VOLUME DAMPERS SHALL BE PROVIDED IN EACH BRANCH DUCT TO EACH DIFFUSER AND REGISTER, AND SHALL BE OPPOSED BLADEAD-USTABLE TYPE.B.WHERE THE USE OF BALANCING DAMPERS AT GRILLES CREATES OB-ECTIONABLE NOISE, THE CONTRACTOR SHALL PROVIDE 2 THICK,#6-FIBERGLASS BAFFLES BEHIND THE GRILLES, SLOTTED FOR THE AIR VOLUME REQUIRED.35.OPENINGS FURNISH INFORMATION TO THE OTHER TRADES ON SIZE AND LOCATION OF OPENINGS WHICH ARE REQUIRED IN WALLS, SLABS, ETC.,FOR PIPING, DUCTS AND EQUIPMENT. ANY ADDITIONAL OPENINGS OR CHANGES TO THE EXISTING ONES SHALL BE PROVIDED AS ACCEPTABLE TOTHE ENGINEER, AT NO ADDITIONAL COST TO THE OWNER.36.CONTRACTOR SHALL NOT ALLOW OR CAUSE ANY OF THE WORK TO BE COVERED UP OR ENCLOSED UNTIL IT HAS BEEN INSPECTED, TESTED AND ISACCEPTABLE TO THE ENGINEER. SHOULD ANY OF HIS WORK BE COVERED UP OR ENCLOSED BEFORE SUCH INSPECTION AND TEST, HE SHALL ATHIS OWN EXPENSE, UNCOVER THE WORK AND AFTER IT HAS BEEN INSPECTED, TESTED AND APPROVED, MAKE ALL REPAIRS WITH SUCHMATERIALS AS MAY BE NECESSARY TO RESTORE ALL WORK TO ITS ORIGINAL AND PROPER CONDITION.37.CONTRACTOR SHALL PROVIDE ADEQUATE AND PROPER STORAGE FACILITIES FOR ALL EQUIPMENT AND MATERIALS ON THE SITE, AND SHALLMAKE PROVISIONS TO PROTECT SUCH EQUIPMENT AND MATERIALS FROM DAMAGE.38.PRELIMINARY OPERATION

SHOULD THE OWNER REQUIRE THAT ANY PORTION OF THE PLANT, APPARATUS, OR EQUIPMENT BE OPERATED FOR THEOWNER S BENEFICIAL USE PREVIOUS TO THE FINAL COMPLETION AND ACCEPTANCE OF THE WORK, THE CONTRACTOR SHALL CONSENT.A.SUCH OPERATION SHALL BE UNDER THE SUPERVISION AND DIRECTION OF THE CONTRACTOR, BUT ALL THE EXPENSES THEREOF WILL BEPAID BY THE OWNER, SEPARATE AND DISTINCT FROM ANY MONEY PAID ON ACCOUNT OF THE CONTRACT.B.SUCH PRELIMINARY OPERATION OR PAYMENT SHALL NOT BE CONSTRUED AS AN ACCEPTANCE OF ANY WORK OF THIS CONTRACT.39.THE TERMINATION POINT FOR EXHAUST DUCTS DISCHARGING TO ATMOSPHERE SHALL NOT BE LESS THAN THE FOLLOWING A.ENVIRONMENTAL AIR
3 FEET FROM PROPERTY LINE, 3 FEET FROM BUILDING OPENINGS.B.PRODUCT CONVEYING CLASS 1 10 FEET FROM PROPERTY LINE, 10 FEET FROM BUILDING OPENINGS, 3 FEET FROM EXTERIOR WALL ORROOF, 10 FEET ABOVE AD-OINING GRADE.WARRANTY INFORMATION1.MECHANICAL CONTRACTOR SHALL GUARANTEE THE ENTIRE HEATING, VENTILATING AND AIR CONDITIONING SYSTEM FOR A PERIOD OFONE (1) YEAR FROM THE DATE OF PRACTICAL COMPLETION. IF, DURING THIS PERIOD, ANY MATERIALS OR APPARATUS PROVE DEFECTIVEOR ANY PART OF THE SYSTEM FAILS TO FUNCTION PROPERLY, CONTRACTOR SHALL PROVIDE PARTS AND LABOR TO RECTIFY PROBLEMSWITHOUT EXPENSE TO OWNER.2.ALL A/C COMPRESSORS SHALL HAVE FULL 5 YEAR NON-PRO RATED WARRANTY FOR REPLACEMENT WITH NEW COMPRESSORS. ALL A/CUNITS HEAT EXCHANGERS SHALL BE WARRANTED AGAINST DEFECTS FOR A 5 YEAR PERIOD. PROVIDE ANTI-SHORT CYCLING FEATURE FORCOMPRESSORS.3.FURNISH OWNER WITH ALL MANUFACTURERS WRITTEN GUARANTEES OF MATERIAL AND EQUIPMENT AS CONDITION OF FINAL PAYMENT.1.EACH APPLIANCE PROVIDED BY THE BUILDER SHALL MEET ENERGY STAR IF AN ENERGY STAR DESIGNATION IS APPLICABLE FOR THATAPPLIANCE.2.TESTING AND AD-USTING OF SYSTEMS SHALL BE REQUIRED FOR BUILDINGS LESS THAN 10,000 SQUARE FEET.A.DEVELOP A WRITTEN PLAN OF PROCEDURES FOR TESTING AND AD-USTING SYSTEMS. SYSTEMS TO BE INCLUDED FOR TESTING ANDAD-USTING SHALL INCLUDE AT A MINIMUM, AS APPLICABLE TO THE PRO-ECT, THE SYSTEMS LISTED IN SECTION 5.410.4.2-CALIFORNIA GREENBUILDING STANDARDS CODE (CGBSC).B.PERFORM TESTING AND AD-USTING IN ACCORDANCE WITH INDUSTRY BEST PRACTICES AND APPLICABLE NATIONAL STANDARDS ON EACHSYSTEM.C.BEFORE A NEW SPACE-CONDITIONING SYSTEM IS OPERATED FOR NORMAL USE, THE SYSTEM SHOULD BE BALANCED IN ACCORDANCE WITHTHE PROCEDURES DEFINED BY NATIONAL STANDARDS LISTED IN SECTION 5.410.4.3.1 (CGBSC).D.A FINAL REPORT FOR THE TESTING AND AD-USTING OF ALL NEW SYSTEMS SHALL BE COMPLETED PRIOR TO FINAL APPROVAL BY THEINSPECTOR. THIS REPORT SHALL BE SIGNED BY THE INDIVIDUAL RESPONSIBLE FOR PERFORMING THESE SERVICES. (SECTION 5.410.4.4)E.PROVIDE THE BUILDING OWNER WITH A COMPILATION OF DETAILED OPERATING AND MAINTENANCE INSTRUCTIONS AND COPIES OFGUARANTIES/WARRANTIES FOR EACH SYSTEM PRIOR TO FINAL INSPECTION.F.THE BUILDING AND OPERATION MANUAL MUST INCLUDE A COPY OF ALL INSPECTION VERIFICATIONS AND REPORTS REQUIRED BY THEDEPARTMENT.G.FOR COMMERCIAL BUILDING, HVAC SYSTEM AND CONTROLS SHALL COMPLY WITH ASHRAE V STANDARDS 111-2008.3.FOR NEW BUILDINGS 10,000 SQUARE FEET AND OVER, BUILDING COMMISSIONING FOR ALL BUILDING SYSTEMS COVERED BY TITLE 24, PART 6,PROCESS SYSTEMS, AND RENEWABLE ENERGY SYSTEMS SHALL BE INCLUDED IN THE DESIGN AND CONSTRUCTION PROCESSES OF THEBUILDING PRO-ECT. COMMISSIONING REQUIREMENTS SHALL INCLUDE AS A MINIMUM THE ITEMS LISTED IN SECTION 5.410.2 OF CGBSC.4.ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, SHEET METAL, ORSHEET METAL UNTIL THE FINAL STARTUP OF THE HEATING, COOLING AND VENTILATING EQUIPMENT. (SECTION 5.504.3).5.AN AIR FILTER WITH A MINIMUM EFFICIENCY REPORTING VALUE (MERV) OF 13 OR HIGHER SHALL BE INSTALLED IN THE MECHANICAL SYSTEMFOR THE OUTSIDE AND RETURN AIR PRIOR TO OCCUPANCY. (SECTION 5.504.5.3).6.DESIGNATED OUTDOOR SMOKING AREA SHALL BE AT LEAST 25 FEET FROM AN OUTDOOR AIR INTAKE OR OPERABLE WINDOWS. (SECTION5.504.7).7.BUILDINGS SHALL MEET OR EXCEED PROVISIONS FOR MECHANICAL VENTILATION OF SECTION 120.1 OF THE CALIFORNIA BUILDING CODE.EXHAUST FANS WHICH TERMINATE OUTSIDE THE BUILDING SHALL BE PROVIDED IN EVERY BATHROOM (SECTION 5.506.1).8.FOR MECHANICALLY OR NATURALLY VENTILATED SPACES IN BUILDINGS, MEET THE MINIMUM REQUIREMENTS OF SECTION 120(F)(4) OF THECALIFORNIA ENERGY CODE, CCR, TITLE 24, PART 6, AND CHAPTER 4 OF CCR, TITLE 8, OR THE APPLICABLE LOCAL CODE, AND DIVISION 1,WHICHEVER IS MORE STRINGENT.9.BUILDINGS THAT USE DEMAND CONTROL VENTILATION SHALL HAVE CO2 SENSORS AND VENTILATION CONTROLS INSTALLED IN ACCORDANCEWITH THE REQUIREMENTS OF THE CURRENT EDITION OF THE CALIFORNIA ENERGY CODE, CCR, TITLE 24, PART 6, SECTION 120(F)(4). (SECTION5.506.2).10.WHOLE HOUSE EXHAUST FANS SHALL HAVE INSULATED LOUVERS OR COVERS WHICH CLOSE WHEN THE FAN IS OFF. COVERS OR LOUVERSSHALL HAVE A MINIMUM INSULATION R-VALUE OF 4.2.11.DUCT SYSTEMS ARE SIZED, DESIGNED, AND EQUIPMENT IS SELECTED USING THE FOLLOWING METHODS A.ESTABLISH HEAT LOSS AND HEAT GAIN VALUES ACCORDING TO ACCA MANUAL - OR EQUIVALENT.B.SIZE DUCT SYSTEMS ACCORDING TO ACCA 29-D (MANUAL D) OR EQUIVALENT.C.SELECT HEATING AND COOLING EQUIPMENT ACCORDING TO ACCA 36-S (MANUAL S) OR EQUIVALENT.12.INSTALLATIONS OF HVAC, REFRIGERATION, AND FIRE-SUPPRESION EQUIPMENT SHALL COMPLY WITH SECTIONS 5.508.1.1 AND 5.508.1.2 OFCGBSC.A.INSTALL HVAC AND REFRIGERATION EQUIPMENT THAT DOES NOT CONTAIN CFCV (SECTION 5.508.1.1).B.INSTALL FIRE-SUPPRESSION EQUIPMENT THAT DOES NOT CONTAIN HALONS (SECTION 5.508.1.2).13.AN OPERATION SYSTEM MANUAL, SHALL BE PROVIDED TO THE OWNER OR REPRESENTATIVE AND TO THE FIELD INSPECTOR AT THE TIME OFFINAL INSPECTION (SECTION 5.410.4.5).14.IF THE HVAC SYSTEM IS USED DURING CONSTRUCTION, USE RETURN AIR FILTERS WITH A MERV OF 8. REPLACE ALL FILTERS IMMEDIATELYPRIOR TO OCCUPANCY WITH FILTERS OF REQUIRED FILTRATION EFFICIENCY (CALIFORNIA GREEN SECTION 5.504.1.3).15.AT THE TIME OF ROUGH INSTALLATION AND DURING STORAGE ON THE CONSTRUCTION SITE UNTIL FINAL START-UP OF THE HEATING,COOLING AND VENTILATING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVEREDWITH TAPE, PLASTIC, SHEET METAL OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF DUST,WATER AND DEBRIS WHICH MAY ENTER THE SYSTEM. (CAL GREEN SECTION 5.504.3)16.IN ADDITION TO TESTING AND AD-USTING, BEFORE A NEW SPACE-CONDITIONING SYSTEM SERVING A BUILDING OR SPACE IS OPERATED FORNORMAL USE, BALANCE THE SYSTEM IN ACCORDANCE WITH THE PROCEDURES DEFINED BY THE TESTING, AD-USTING AND BALANCINGBUREAU OF NATIONAL STANDARDS; THE NATIONAL ENVIRONMENTAL BALANCING BUREAU OF PROCEDURAL STANDARDS; OR ASSOCIATED AIRBALANCE COUNCIL OF NATIONAL STANDARDS.17.PROVIDE THE BUILDING OWNER OR REPRESENTATIVE WITH DETAILED OPERATING AND MAINTENANCE INSTRUCTIONS AND COPIES OFGUARANTIES/WARRANTIES FOR EACH SYSTEM. O M INSTRUCTIONS SHALL BE CONSISTENT WITH OSHA REQUIREMENTS IN CCR, TITLE 8,SECTION 5142, AND OTHER RELATED REGULATIONSCALIFORNIA GREEN BUILDING CODE MANDATORY MEASURES111-146-

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AIR DISTRIBUTION SCHEDULEMARKQTYMAKEMODELCFM RANGESTYLEUSEFACE SIZE (IN)MAX PD (IN)MAX NCREMARKSS-13PRICEAMCD0-200ALUMINUM MODULAR CORESA12 X 120.0115SURFACE MOUNTGED. PR0VIDE WITH FACTORY OPPOSED BLADE DAMPERS-23PRICEAMCD0-225ALUMINUM MODULAR CORESA12X 120.0115PR0VIDE WITH FACTORY OPPOSED BLADE DAMPER AND NOMINAL 24X24 FILLER PANEL FOR T-BAR LAY-IN CEILINGS-32PRICEARCD0-335ALUMINUM ROUND CONESA12 0.0215PROVIDE 4 CONE MODEL WITH THREE POSITION AD-USTMENT CONFIGURATION, FACTORY OPPOSED BLADE DAMPER AND EQUALIZING GRID.S-44PRICESDS1500-5004-SLOT, FRAME 8SA48 LONG0.00315PROVIDE WITH TYPE 8 MOUNTING STYLE, (CONCEALED PLASTER FRAME)R-14PRICESDR1000-5006-SLOT, FRAME 8RA24 LONG0.00315PROVIDE WITH TYPE 8 MOUNTING STYLE, (CONCEALED PLASTER FRAME)R-23PRICE6300-200LOUVERED FACE GRILLERA22 X 100.01115PROVIDE WITH FACTORY OPPOSED BLADE DAMPER. 2334 X 1134 O.D. FOR HALF TILE LAY-IN T-BAR.R-32PRICE6300-470LOUVERED FACE GRILLERA22 X 120.02515PROVIDE WITH TYPE N SURFACE MOUNTING FRAME AND FACTORY OPPOSED BLADE DAMPERE-12PRICE6300-200LOUVERED FACE GRILLEEA12 X 120.01415PROVIDE WITH TYPE N SURFACE MOUNTING FRAME AND FACTORY OPPOSED BLADE DAMPERMINIMUM VENTILATION AND EXHAUST RATES FOR NON-RESIDENTIAL SPACESREQUIRED VENTILATION RATE (CMC SEC. 403.1 - 403.6; AND TABLE 4-4)USING AREA METHODVBZ = (RP X PZ X AZ) + (RA + AZ)ROOM NAMEFLOOROA RATE PERPERSON (RP) PEOPLE/1000FT²(PZ)OA RATE (RA)AREA (AZ)MIN. CFM (VBZ)ACTUAL CFMOFFICES = 250G/F550.062101835RECEPTION /WAITINGG/F5300.063657780CONFERENCEROOMG/F550.0635530180DOCUMENTSTORAGEG/F000.121551926LOCKERG/F5250.0612523100KITCHENETTE/COPYG/F5500.0616050100ELEC. ROOMG/F000.12658200CORRIDOR(OVERALL)G/F550.1556098100HALLWAY 112G/F550.15751350FAN SCHEDULEMARKQTY.MAKEMODELFAN TYPE CFMESP (IN)MAX. RPMMOTOR DATASERVICEWEIGHT(LBS)REMARKSPOWERAMPSVPHEF-13BROANXB110DIRECT DRIVE1100.25-7.7 W0.21201UNISEX BATH/SHOWER/LOCKER ROOM12.3ENERGY STAR COMPLIANT FAN. INTERLOCK WITH LIGHTSWITCH. PROVIDE BACK DRAFT DAMPER. PROVIDE WALL MOUNTED HUMIDISTAT FOR UNISEX SHOWER.EF-21FRIGIDAIREFGBM19WNVFDIRECT DRIVE400--1,000 W-1201MICROWAVE-HOOD-BUILT-IN BLOWER INSIDE THE MICROWAVE-HOOD COMBO. ELECTRICAL CONTRACTOR TO PROVIDE DEDICATED RECEPTACLE. INSTALLED PER MANUFACTURER INSTALLATION INSTRUCTIONS. HVI CERTIFIED MICROWAVE/HOOD.EF-31GREENHECKSQ-80-VGDIRECT DRIVE2000.51,5561/10 HP2.61201ELECTRICAL ROOM49DISCONNECT SWITCH BY ELECTRICAL CONTRACTOR. WIRE FOR CONTINUOUS DUTYEF-41GREENHECKSP-A290DIRECT DRIVE2000.51,05081 W-1201MENS BATHROOM-ENERGY STAR COMPLIANT FAN. INTERLOCK WITH LIGHTSWITCH. PROVIDE BACK DRAFT DAMPER.EF-51S PTD-150DIRECT DRIVE2000.52,28965 W-1201HALL5DISCONNECT SWITCH BY ELECTRICAL CONTRACTOR. FAN TO RUN CONTINUOUSLY DURING OCCUPIED PERIOD.SF-11S PTD-250DIRECT DRIVE3500.552,781184 W-1201FC-1, 2, 7, 8 AND 913DISCONNECT SWITCH BY ELECTRICAL CONTRACTOR. INTERLOCK WITH FC-9 THERMOSTAT AND TO RUN CONTINUOUSLY DURING OCCUPIED MODE.SF-21S PTD-125DIRECT DRIVE1050.32,14638 W-1201FC-3, 4 AND 55DISCONNECT SWITCH BY ELECTRICAL CONTRACTOR. INTERLOCK WITH FC-3 THERMOSTAT AND TO RUN CONTINUOUSLY DURING OCCUPIED MODE.SF-31S PTD-150DIRECT DRIVE2150.402,28965 W-1201FC-6 AND 109DISCONNECT SWITCH BY ELECTRICAL CONTRACTOR. INTERLOCK WITH FC-6 THERMOSTAT AND TO RUN CONTINUOUSLY DURING OCCUPIED MODE.SPLIT SYSTEM OUTDOOR UNIT SCHEDULEMARKQTY.MAKEMODELNOMINAL CAPACITYELECTRICAL DATAREFRIGERANT LINESWEIGHT(LBS)VIBRATION ISOLATORSFAN COILUNITREMARKSCOOLING BTUHHEATING BTUHHSPFVPHFLAMCAMOCPTOTAL PIPE LENGTH(FT)VERTICAL LIFT (FT)HP-11LGLSU120HSV512,000--208/2301-10158249.2140SPRING ISOLATORSFC-11PROVIDE VIBRATION SPRING ISOLATOR, AND REFRIGERANT PORT LOCKING CAP. DISCONNECT SWITCH BY ELECTRICAL CONTRACTOR.SPLIT SYSTEM INDOOR UNIT SCHEDULEMARKQTY.MAKEMODELCOOLING CAPACITYHEATING CAPACITYBTUHBLOWERELECTRICAL DATASERVICEWEIGHT(LBS)REMARKSNOMINAL BTUHSENSIBLE BTUHCFMEXT. SP.(IN. WC)HPMCAFC-111LGLSN120HSV512,0009,00022.7/12.5-459---IT35PROVIDE CONDENSATE OVERFLOW SWITCH. DISCONNECT SWITCH BY ELECTRICAL CONTRACTOR. THERMOSTAT TO BE SET IN COOLING MODE ONLY.VRF SYSTEM - INDOOR UNIT SCHEDULEMARKQTYMAKEMODELCOOLING CAPACITY (BTU/HR)HEATINGCAPACITY(BTU/HR)FANELECTRICAL DATALOCATIONAREA SERVEDWT LB.MIN. OSAREMARKSTOTALSENSIBLEREFRIGERANTTOTALCFMEXT. S.P.(IN. WC)QTYWATTSFLAMCAMOCPVOLTS/PH/HZFC-11LGARNU073TNA47,5005,625R-410A8,500460-11440.56--208-230/1/60CEILINGOFFICE 10553.635CEILING CASSETTE FOUR-WAY UNIT. PROVIDE WIRED CONTROLLERS. DISCONNECT SWITCH BY ELECTRICAL CONTRACTOR. SEE PLUMBING DRAWINGS FOR CONDENSATEPIPING.FC-21LGARNU093TNA49,5007,125R-410A10,900480-11440.56--208-230/1/60CEILINGOFFICE 10653.635FC-31LGARNU093TNA49,5007,125R-410A10,900480-11440.56--208-230/1/60CEILINGOFFICE 11453.635FC-41LGARNU093TNA49,5007,125R-410A10,900480-11440.56--208-230/1/60CEILINGOFFICE 11553.635FC-51LGARNU093TNA49,5007,125R-410A10,900480-11440.56--208-230/1/60CEILINGOFFICE 11653.635FC-61LGARNU093TNA49,5007,125R-410A10,900480-11440.56--208-230/1/60CEILINGOFFICE 11753.635FC-71LGARNU073BGA47,5005,625R-410A8,5004400.2324502.65--208-230/1/60CEILINGKITCHENETTE 103 COPY 10283.8100CEILING MOUNTED UNIT. PROVIDE WIRED CONTROLLERS. DISCONNECT SWITCH BY ELECTRICAL CONTRACTOR. SEE PLUMBING DRAWINGS FOR CONDENSATE PIPING.PROVIDE FILTER BOX WITH 2 MERV 13 FILTER.FC-81LGARNU183BGA419,10014,325R-410A21,5005400.3124502.65--208-230/1/60CEILINGUNISEX BATH 108, UNISES SHOWER 109, MEN S BATHROOM, 110LOCKER ROOM, 111, HALL 11283.8100FC-91LGARNU243BGA424,20018,150R-410A27,3006700.3124502.65--208-230/1/60CEILINGWAITING 100 RECEPTION 10183.880FC-101LGARNU483BRA448,10036,075R-410A51,2001,5800.5524503.5--208-230/1/60CEILINGCONFERENCE ROOM 118112180VRF SYSTEM - OUTDOOR UNIT SCHEDULEMARKQTYMAKEMODELNOMINALTONSRATED CAPACITY (BTUH)LOCATIONAMBIENT (F)ELECTRICAL DATAWT (LBS)FC UNIT SERVEDTOTAL REFRIGERANTCHARGE (LBS)REMARKSCOOLINGIEER/EERHEATINGCOPFLAMCAMOCPVOLT/PH/HZCU-11LGARUM144BTE512.0144,000-/-162,000-GROUND9546.151.170208-230/3/60639FC-1 TO FC-1071.03PROVIDE REFRIGERANT PORT LOCKING CAP. DISCONNECT SWITCH BY ELECTRICAL CONTRACTOR.HEAT RECOVERY UNIT SCHEDULEMARKQTY.MAKEMODELPORTSMOTOR DATAOPER. WT. LBS.REMARKSPOWERFLAMOCPHR-12LGPRHR063A6208-230/1/600.091575DISCONNECT SWITCH BY ELECTRICAL CONTRACTOR.R410 ALLOWABLE LIMITS/CONCENTRATION PER CMC TABLE 1102.2UNIT SERVICEFLOORAREA(SQ. FT.)CEILINGHEIGHT(FT.) TOTALSYSTEMCHARGE(LBS.) - FROMMFR DATAREFRIGERANTALLOWED,(#/1000 FT3# OF REFRIGALLOWED INROOMACTUAL ROOMDENSITY,(#/1000 FT3)OFFICE 105 + CORRIDOR5801071.0326150.812.2OFFICE 106 + CORRIDOR6151071.0326159.911.5OFFICE 114 + CORRIDOR6301071.0326163.811.3OFFICE 115 + CORRIDOR6451071.0326167.711.0OFFICE 116 + CORRIDOR6601071.0326171.610.8OFFICE 117 + CORRIDOR6601071.0326171.610.8KITCHENETTE 103 COPY 102 + CORRIDOR6301071.0326163.811.3UNISEX BATH 108, UNISES SHOWER 109, MEN S BATHROOM, 110LOCKER ROOM, 111, HALL 112600871.0326124.811.8WAITING 100 RECEPTION 1013651071.032694.919.5CONFERENCE ROOM 1183551071.032692.320.0111111111-147-

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MEN'SBATHROOM110LOCKERROOM111OFFICE105DOCUMENTSTORAGE107CONFERENCEROOM118OFFICE115OFFICE114PANTRY103ELEC.ROOM119RECEPTION101HALL112OFFICE106UNISEXBATH108IT104UNISEXSHOWER109COPY102WAITING100OFFICE116OFFICE117CORRIDOR113COPYRIGHT ©2021 BREEN ENGINEERING, INC.R E G ISTER E
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PLUMBING GENERAL NOTES,
SYMBOLS LEGEND AND SHEET INDEXNONEDWF/PDF CUHDWHG OQ: -DQ 05, 2022 - 11:57DP PORWWHG B\: NPHGLQD FLOHQDPH: H:?PURMHFWV?648 BHOOIORZHU?17-001 - BHOOIORZHU PXEOLF WRUNV OIILFH RHQR?01 - CAD?POXPELQJ?P-0.1 PLUMBING GENERAL NOTES, SYMBOLS LEGEND AND SHEET INDEX.GZJ PLOTTED PAPER SIZE (DRAWING HAS BEEN SCALED IF DIFFERENT): ARCH FULL BLEED E1 (30.00 X 42.00 INCHES)PLOT SCALE: 1:1 PLOT STYLE: PDF & DWF.STB APACCESS PANELABACCESS BOXABVABOVEBELBELOWCICAST IRONCOCLEANOUTCOTGCLEANOUT TO GRADECOYBCLEANOUT IN YARD BOXCLGCEILINGCONNCONNECT OR CONNECTIONCONT.CONTINUATIONDADISABLED ACCESSDNDOWNDSDOWN SPOUTEXIST/(E)EXISTINGFDFLOOR DRAINFFFINISH FLOORFHCFIRE HOSE CABINETFRFROMFSFLOOR SINKFCOFLOOR CLEANOUTFLRFLOORGRDGRADEI.E.INVERT ELEVATIONN.I.C.NOT IN CONTRACTTYPTYPICALUTRUP THRU ROOFVSANITARY VENTVTRVENT THRU ROOFVRSANITARY VENT RISEWHWATER HEATER#AT(N)NEW(R)REMOVEFHVFIRE HOSE VALVEFEFIRE EXTINGUISHER CODES AND PERMITS: ALL EQUIPMENT, INSTALLATION, ETC., SHALL CONFORM TO LOCAL ELECTRICAL, MECHANICAL ANDOTHER APPLICABLE CODES. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS. COPIES OF ALLPERMITS AND INSPECTION REPORTS SHALL BE SUBMITTED TO THE ARCHITECT. CODES INCLUDE BUT NOT LIMITED TO:ā201 CALIFORNIA ADMINISTRATIVE CODE (CAC) (PART 1, TITLE 24, CCR)ā201 CALIFORNIA BUILDING CODE (CBC), VOLUMES 1&2 (PART 2, TITLE 24, CCR)(2018 EDITION INTERNATIONAL BUILDING CODE WITH 2013 CALIFORNIA AMENDMENTS)ā201 CALIFORNIA ELECTRICAL CODE (CEC) (PART 3, TITLE 24, CCR)(2017 EDITION NATIONAL ELECTRICAL CODE WITH 2013 CALIFORNIA AMENDMENTS)ā201 CALIFORNIA MECHANICAL CODE (CMC) (PART 4, TITLE 24, CCR)(2018 EDITION IAPMO UNIFORM MECHANICAL CODE WITH 2013 CALIFORNIA AMENDMENTS)ā201 CALIFORNIA PLUMBING CODE (CPC) (PART 5, TITLE 24, CCR)(2018 EDITION IAPMO UNIFORM PLUMBING CODE WITH 2013 CALIFORNIA AMENDMENTS)ā201 CALIFORNIA ENERGY CODE (PART 6, TITLE 24, CCR)(2018 EDITION CA ENERGY COMMISSION BUILDING ENERGY EFFICIENCY STANDARDS)ā201

CALIFORNIA FIRE CODE (CFC) (PART
, TITLE 24, CCR)(2018 EDITION INTERNATIONAL FIRE CODE WITH 2013 CALIFORNIA AMENDMENTS)ā201 CALIFORNIA GREEN CODE (PART 11, TITLE 24, CCR)ā201 CALIFORNIA REFERENCED STANDARDS CODE (PART 12, TITLE 24, CCR) NFPA 13 - 201 NFPA 72 - 201
REFERENCED CODE SECTIONS FOR APPLICABLE STANDARDS201
CBC, CHAPTER 35201
CFC, CHAPTER 45CODES AND STANDARDSPLUMBING LEGENDSYMBOLABBREVIATIONDESCRIPTIONPIPE-TURN DOWNPIPE-TURN UPCWDOMESTIC COLD WATERHWDOMESTIC HOT WATERHWRDOMESTIC HOT WATER RETURNWWASTE BELOW GRADEWWASTE ABOVE GRADEVSANITARY VENTVSANITARY VENT BELOW GRADEGGAS (LOW PRESSURE)TPLTRAP PRIMER LINEIRRIRRIGATION LINECDA.C. CONDENSATE DRAINSCDSECONDARY CONDENSATE DRAIN(E)WEXISTING WASTE BELOW GRADE(E)CWEXISTING DOMESTIC COLD WATER(E)GEXISTING GASEXISTING TO BE REMOVEDSOVSHUT-OFF VALVECVCHECK VALVESOV YBSHUT-OFF VALVE IN YARD BOXPRVPRESSURE REDUCING VALVE STATIONFCOFLOOR TYPE WASTE LINE CLEANOUTCOTGCLEANOUT TO GRADEWCOWALL TYPE WASTE LINE CLEANOUTFDFLOOR DRAIN (ROUND)WHAWATER HAMMER ARRESTORDIRECTION OF SLOPEINDICATES DIRECTION OF FLOWUNUNION (FOR TYPE SEE SPEC.)HBHOSE BIBBGTPLIRRCDSCD(E)W(E)CW(E)GWHAS=2PLUMBING GENERAL NOTES1. SCOPE OF WORK:A.FURNISH ALL LABOR, SUPERVISION, MATERIALS, EQUIPMENT & FACILITIES NECESSARY TO FURNISH, FABRICATE,DELIVER, STORE AND INSTALL ALL WORK NOTED ON THE DRAWINGS.B.THE CONTRACTOR SHALL FURNISH & INSTALL ALL WORK NECESSARY TO MAKE A COMPLETE SYSTEM WHETHER ORNOT SUCH DETAILS ARE MENTIONED IN THESE SPECIFICATIONS OR SHOWN ON THE PLANS, BUT WHICH AREOBVIOUSLY NECESSARY TO MAKE A COMPLETE SYSTEM, EXCEPTING ONLY THOSE PORTIONS THAT ARESPECIFICALLY MENTIONED HEREIN OR PLAINLY MARKED ON THE ACCOMPANYING DRAWINGS AS BEING INSTALLEDUNDER ANOTHER SECTION OF THE SPECIFICATION.LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE.CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND DEPTHS OF UTILITIES PRIOR TO STARTING WORK OF THISSECTION. MAKE REQUIRED AD-USTMENTS TO CONNECT TO UTILITIES.2. ALL DIMENSIONS AND LOCATIONS PER ARCHITECTURAL DRAWINGS.3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY AVAILABLE SPACES FOR INSTALLING THE WORK.4. COORDINATION: THE DRAWINGS ARE DIAGRAMMATIC & INTENDED TO SHOW SCOPE. CONTRACTOR SHALL COORDINATE HISWORK WITH OTHER TRADES TO PROVIDE BEST ARRANGEMENT OF ALL DUCT, PIPES, CONDUIT, ETC..5. WORKMANSHIP: THE WORK SHALL BE ACCOMPLISHED BY THE USE OF COMPETENT MECHANICS SKILLED IN THEIR TRADE.THE ENGINEER AND ARCHITECT SHALL HAVE THE RIGHT TO INTERPRET COMPLIANCE OF WORKMANSHIP WITH THECONTRACT DOCUMENTS.6. GUARANTEE: CONTRACTOR SHALL UNCONDITIONALLY GUARANTEE ALL LABOR & MATERIAL ON ALL WORK AGAINST DEFECTSIN WORKMANSHIP & MATERIALS FOR A PERIOD OF ONE YEAR.7. MATERIALS: ALL MATERIALS, APPLIANCES & EQUIPMENT SHALL BE NEW & THE BEST OF THEIR RESPECTIVE KIND. FREE FROMALL DEFECTS AND OF THE MAKE, BRAND, AND QUANTITY SPECIFIED.8. SUBMITTALS: CATALOG INFORMATION & CUTS OF ALL EQUIPMENT, DEVICES & TRIM SHALL BE SUBMITTED FOR REVIEW (SIXCOPIES OF EACH). ALL SUBMITTALS TO BE APPROVED BY ARCHITECT, ENGINEER. . PROVIDE FELT WITH METAL BACKING VIBRATION ISOLATION SLEEVES OR PADS AT ALL PIPE HANGERS OR SUPPORTS AND ALLPOINTS WHERE PIPING COMES IN CONTACT WITH ANY PORTION OF THE STRUCTURE. APPLIES TO ALL WATER AND WASTEPIPING.10.ALL HOT WATER SUPPLY AND RECIRCULATION PIPING TO BE INSULATED AS PER 201 CPC, CHAPTER 6 SECTION 60
.11 ANDAS PER 201
TITLE 24 SUBCHAPTER 7 SECTION (M)2 AS FOLLOWS:11.ALL PIPES, DUCTS AND CONDUITS SHALL BE SUPPORTED AND BRACED PER "SMACNA" GUIDE LINES.12.PLUMBERS TAPE WILL NOT BE ACCEPTED AS A PERMANENT SUPPORT FOR ANY PIPING OR DEVICES.13.VALVES SHALL BE FULL PORT, REFER TO THE CONTRACT SPECIFICATIONS FOR VALVE APPLICATIONS AND APPROVEDMANUFACTURERS. INSTALL IDENTIFICATION TAGS ON ALL VALVES.14.PROVIDE AND INSTALL DIELECTRIC UNIONS BETWEEN ALL COPPER AND GALVANIZED & IRON PIPING & COMPONENTS. (ASWATTS, ZURN OR EQUAL).15.PENETRATIONS IN WALLS, FLOORS, OR CEILINGS, WHICH REQUIRE PROTECTED OPENINGS SHALL BE FIRE-STOPPED.FIRE-STOPPING SHALL BE AN APPROVED MATERIAL, SECURELY INSTALLED AND CAPABLE OF MAINTAINING ITS INTEGRITYWHEN SUB-ECTED TO THE TIME-TEMPERATURE CURVED OF SFM STD. 12-43-3 AND STD. 12-43-1. INSTALLATIONINSTRUCTIONS SHALL BE MADE AVAILABLE TO THE INSPECTION AUTHORITY AND BE MAINTAINED AT THE -OB SITE.16.CUTTING AND PATCHING: THE CONTRACTOR SHALL PROVIDE ALL OPENINGS, SUPPORTS, CUTTING AND CORING WHICH MAYBE REQUIRED FOR THE INSTALLATION OF THE WORK UNDER DIVISION 22 SECTIONS. WHERE PIPES ARE TO PASS THROUGHOF INTERFERE WITH ANY STRUCTURAL MEMBER, OR WHERE NOTCHING, BORING OR CUTTING OF THE STRUCTURE ISNECESSARILY, THE WORK SHALL BE DONE AS DIRECTED BY THE ARCHITECT AND DSA FIELD ENGINEER. TOP PLATES INBEARING PARTITIONS SHALL NOT BE CUT OR NOTCHED. PATCHING IS NOT PART OF DIVISION 22.17.CLEANUP: UPON COMPLETION OF THE WORK UNDER THIS SECTION THE CONTRACTOR SHALL REMOVE ALL SURPLUSMATERIALS. EQUIPMENT & DEBRIS INCIDENTAL TO THIS WORK & LEAVE THE PREMISES CLEAN AND ORDERLY. PROVIDE NEWCEILING TILES IF ANY ARE DAMAGED DURING CONSTRUCTION.18.ALL PIPING IN FINISHED AREAS SHALL BE RUN CONCEALED. EXPOSED PIPING, WHERE NECESSARY, SHALL RUN AS HIGH ASPOSSIBLE AND TIGHT TO THE WALLS.1 .EQUIPMENT ANCHORAGE:ALL MECHANICAL, PLUMBING, AND ELECTRICAL COMPONENTS SHALL BE ANCHORED AND INSTALLED PER THE DETAILS ONTHE DSA APPROVED CONSTRUCTION DOCUMENTS. WHERE NO DETAIL IS INDICATED, THE FOLLOWING COMPONENTS SHALLBE ANCHORED OR BRACED TO MEET THE FORCE AND DISPLACEMENT REQUIREMENTS PRESCRIBED IN THE 201 CBC,SECTIONS 1615A.1.12 THROUGH 1615A.1.22 AND ASCE 7-05 CHAPTER 6 AND 13. 1. ALL PERMANENT EQUIPMENT AND COMPONENTS. 2. TEMPORARY OR MOVABLE EQUIPMENT THAT IS PERMANENTLY ATTACHED (E.G. HARD WIRED) TO THE BUILDINGUTILITY SERVICES SUCH AS ELECTRICITY, GAS OR WATER. 3. MOVABLE EQUIPMENT WHICH IS STATIONED IN ONE PLACE FOR MORE THAN 8 HOURS AND HEAVIER THAN 4OOPOUNDS ARE REQUIRED TO BE ANCHORED WITH TEMPORARY ATTACHMENTS.THE ATTACHMENT OF THE FOLLOWING MECHANICAL AND ELECTRICAL COMPONENTS SHALL BE POSITIVELY ATTACHED TOTHE STRUCTURE, BUT NEED NOT TO BE DETAILED ON THE PLANS. THESE COMPONENTS SHALL HAVE FLEXIBLECONNECTIONS PROVIDED BETWEEN THE COMPONENT AND ASSOCIATED DUCTWORK, PIPING, AND CONDUIT. A. COMPONENTS WEIGHING LESS THAN 400 POUNDS AND HAVE A CENTER OF MASS LOCATED 4 FEET OR LESS ABOVE THE AD-ACENT FLOOR OR ROOF LEVEL THAT DIRECTLY SUPPORT THE COMPONENT. B. COMPONENTS WEIGHING LESS THAN 20 POUNDS, OR IN THE CASE OF DISTRIBUTED SYSTEMS, LESS THAN 5 POUNDS PER FOOT, WHICH ARE SUSPENDED FROM A ROOF OR FLOOR OR HUNG FROM A WALL.FOR THOSE ELEMENTS THAT DO NOT REQUIRE DETAILS ON THE APPROVED DRAWINGS, THE INSTALLATION SHALLBE SUB-ECT TO THE APPROVAL OF THE STRUCTURAL ENGINEER OF RECORD AND THE DSA DISTRICT STRUCTURALENGINEER. THE PRO-ECT INSPECTOR WILL VERIFY THAT ALL COMPONENTS AND EQUIPMENT HAVE BEEN ANCHORED INACCORDANCE WITH ABOVE REQUIREMENTS:20. PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEM BRACING:A.PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS SHALL BE BRACED TO COMPLY WITH THE FORCES ANDDISPLACEMENTS PRESCRIBED IN ASCE 7-05 SECTION 13.3 AS DEFINED IN ASCE 7-05 SECTION 13.6.6, 13.6.7, 13.6.8 AND201 CBC, SECTIONS 1615A.1.20, 1615A.1.21 AND 1615A.1.22.B.THE BRACING AND ATTACHMENTS TO THE STRUCTURE SHALL BE DETAILED ON THE APPROVED DRAWINGS OR THEYSHALL COMPLY WITH THE OSHPD PRE-APPROVALS (OPA R-0010) AS MODIFIED TO SATISFY ANCHORAGEREQUIREMENTS OF ACI 318, APPENDIX D.C.COPIES OF THE MANUAL SHALL BE AVAILABLE ON THE -OBSITE PRIOR TO THE START OF HANGING AND BRACING OFTHE PIPE, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS.D.THE STRUCTURAL ENGINEER OF RECORD SHALL VERIFY THE ADEQUACY OF THE STRUCTURE TO SUPPORT THEHANGER AND BRACE LOADS.PLUMBING SHEET INDEXSHEET NO.SHEET TITLECURRENT ISSUEP-0.1PLUMBING GENERAL NOTES, SYMBOLS LEGEND AND SHEET INDEXP-0.2PLUMBING SCHEDULES & CALCULATIONS100 CDP-1.0PLUMBING SITE PLAN100 CDP-2.1PLUMBING WASTE & VENT PIPING PLANS100 CDP-2.2PLUMBING WATER AND GAS PIPING PLANS100 CDP-4.1PLUMBING RISER DIAGRAM100 CDP-5.1PLUMBING DETAILS100 CD1PIPING MATERIAL SCHEDULEREMARKSCOLD WATERINSIDEALL PIPING ABOVE GROUND TO BE TYPE "L" COPPER WITH LEAD FREE SOLDER -OINTS.OUTSIDEHOT WATERINSIDEHOT WATER BRANCH PIPING TO BE TYPE "L" COPPER. ALL HOT WATER SUPPLY & RETURN SHALL BE INSULATED.OUTSIDESANITARY/WASTE SEWERINSIDEUSE HUBLESS CAST IRON PIPING WITH MG CAST IRON COUPLINGS BELOW GROUND & SLAB. USE STAINLESS STEELBANDED COUPLINGS WHEN KEPT 6" ABOVE GRADE.OUTSIDESANITARY/WASTE VENTINSIDEUSE HUBLESS CAST IRON PIPING WITH MG CAST IRON COUPLINGS BELOW GROUND & SLAB. USE STAINLESS STEELBANDED COUPLINGS WHEN KEPT 6" ABOVE GRADE.OUTSIDEGASINSIDEPROVIDE DOUBLE WALL PIPING W/VENTING WHEN INSTALLED UNDER SLAB.OUTSIDETRAP PRIMERINSIDEROLLED COPPER WITH SLEEVEOUTSIDECONDENSATE DRAININSIDEUSE TYPE "M" COPPER FOR EXPOSED.OUTSIDES E
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PIPE SIZE, IN.INSULATION THICKNESS, IN.(K=O.24-0.28)(R-4.2) BTUH-IN/SQ.FT. F OR LESS)12" THROUGH 34"1"1" THROUGH 2"EQUAL TO PIPE SIZE2" THROUGH 6"2"11111-163-

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IAMECHANICAL

PLUMBING SCHEDULES &
CALCULATIONSNONEDWF/PDF CUHDWHG OQ: -DQ 05, 2022 - 11:57DP PORWWHG B\: NPHGLQD FLOHQDPH: H:?PURMHFWV?648 BHOOIORZHU?17-001 - BHOOIORZHU PXEOLF WRUNV OIILFH RHQR?01 - CAD?POXPELQJ?P-0.2 PLUMBING SCHEDULES & CALCULATIONS.GZJ PLOTTED PAPER SIZE (DRAWING HAS BEEN SCALED IF DIFFERENT): ARCH FULL BLEED E1 (30.00 X 42.00 INCHES)PLOT SCALE: 1:1 PLOT STYLE: PDF & DWF.STB PLUMBING EQUIPMENT SCHEDULEMARKFIXTURE/EQUIPMENTPIPING CONNECTIONFIXTURE UNITSDESCRIPTIONSOIL ORWASTEVENTCOLDWATERHOTWATERWASTEF.U.COLDWATER F.U.WC-1FLOOR MOUNTEDWATER CLOSET4"2"112"-45AMERICAN STANDARD MADERA FLOWISE FLUSHOMETER TOILET SYSTEM MODEL 2858.128, 1.28 GPF TOPSPUD, 15" HEIGHT BOWL AND MANUAL FLUSH VALVE. TOILET BOWL: MODEL 2234.001, FLOOR MOUNT,ELONGATED, VITREOUS CHINA, 15" HEIGHT, 10" OR 12" ROUGH-IN, HIGH EFFICIENCY OPERATES IN THE RANGEOF 1.1 GPF TO 1.6, POWERFUL DIRECT-FED SIPHON -ET ACTION. FLUSHOMETER: MODEL 6047.121, 1.28 GPF,ADA COMPLIANT NON HOLD-OPEN HANDLE PROVIDES AUTOMATIC SHUT OFF AFTER EVERY FLUSH,AD-USTABLE TAILPIECE FOR ROUGH-IN FLEXIBILITY, CAN BE INSTALLED LEFT OR RIGHT-HANDED. MEETSASME A112.1 .2-2008/CSA B45.1-08, ASSE 1037, ANSI/ASME A112.1
.2.WC-2FLOOR MOUNTEDWATER CLOSET (ADA)4"2"112"-45AMERICAN STANDARD MADERA FLOWISE FLUSHOMETER TOILET SYSTEM MODEL 2854.128, 1.28 GPF TOPSPUD, 1612" HEIGHT BOWL AND MANUAL FLUSH VALVE. TOILET BOWL: MODEL 3461.001, FLOOR MOUNT,ELONGATED, VITREOUS CHINA, 1612" HEIGHT, 10" OR 12" ROUGH-IN, HIGH EFFICIENCY OPERATES IN THERANGE OF 1.1 GPF TO 1.6, POWERFUL DIRECT-FED SIPHON -ET ACTION. FLUSHOMETER: MODEL 6047.121,1.28 GPF, ADA COMPLIANT NON HOLD-OPEN HANDLE PROVIDES AUTOMATIC SHUT OFF AFTER EVERY FLUSH,AD-USTABLE TAILPIECE FOR ROUGH-IN FLEXIBILITY, CAN BE INSTALLED LEFT OR RIGHT-HANDED. MEETSASME A112.1 .2-2008/CSA B45.1-08, ASSE 1037, ANSI/ASME A112.1
.2, ADA COMPLIANT.UR-1URINAL3"2"112"-24FALCON MODEL F1000, VITREOUS CHINA, WHITE, WALL HUNG, WALL OUTLET WATERLESS URINAL, UTILIZESA REPLACEABLE SEALED CARTRIDGE WITH BAYONET LOCKING FEATURES WITH O-RINGS. CARTRIDGE LASTABOUT 7000 USES IN TYPICAL INSTALLATIONS AND IS A SIPHON TRAP SYSTEM. MEETS ANSI/ASMEA112.1 .1
-2006, ADA, & ANSI A117.1.UR-2URINAL (ADA)3"2"112"-24FALCON MODEL F1000, VITREOUS CHINA, WHITE, WALL HUNG, WALL OUTLET WATERLESS URINAL, UTILIZESA REPLACEABLE SEALED CARTRIDGE WITH BAYONET LOCKING FEATURES WITH O-RINGS. CARTRIDGE LASTABOUT 7000 USES IN TYPICAL INSTALLATIONS AND IS A SIPHON TRAP SYSTEM. MEETS ANSI/ASMEA112.1 .1
-2006, ADA, & ANSI A117.1, (ACCESSIBLE).L-1LAVATORY2"2"34"34"11LAVATORY: AMERICAN STANDARD DECORUM MODEL 024.004EC, WALL-HUNG, 20" X 18" VITREOUS CHINAWITH EVERCLEAN INCLUDED, FOR CONCEALED ARM OR WALL SUPPORT, 4" CENTERS FAUCET HOLES WITHCENTER HOLE. FAUCET: CHICAGO FAUCETS MODEL 8 5-E2805-5ABCP, DECK MOUNTED WITH 4" FIXEDCENTERS, CHROME PLATED, RIGID/SWING GOOSENECK SPOUT, 312" CENTER-TO-CENTER. 0.5 GPM (1.

L/MIN)VANDAL PROOF, NON-AERATING SPRAY OUTLET, LEVER HANDLES, TAPERED BROACH AND SECURED BLUEAND RED INDEX BUTTONS, 12" NPSM SUPPLY INLETS.L-2LAVATORY (ADA)2"2"34"34"11LAVATORY: AMERICAN STANDARD DECORUM MODEL 024.004EC, WALL-HUNG, 20" X 18" VITREOUS CHINAWITH EVERCLEAN INCLUDED, FOR CONCEALED ARM OR WALL SUPPORT, 4" CENTERS FAUCET HOLES WITHCENTER HOLE. FAUCET: CHICAGO FAUCETS MODEL 8 5-E2805-5ABCP, DECK MOUNTED WITH 4" FIXEDCENTERS, CHROME PLATED, RIGID/SWING GOOSENECK SPOUT, 312" CENTER-TO-CENTER. 0.5 GPM (1.

L/MIN)VANDAL PROOF, NON-AERATING SPRAY OUTLET, LEVER HANDLES, TAPERED BROACH AND SECURED BLUEAND RED INDEX BUTTONS, 12" NPSM SUPPLY INLETS, (ACCESSIBLE).S-1KITCHEN SINK (ADA)2"2"34"34"21.5AMERICAN STANDARD COLONY MODEL 22SB.6151511S.075, ADA SINGLE BOWL SINK, TOP MOUNT, 1 HOLE ONCENTER, 6" DEEP BOWL, MANUFACTURED FROM 20 GAUGE STAINLESS STEEL, BOTTOM SOUND DEADENINGPADS WITH UNDERCOATING. COMPLIED WITH ASME A112.1 .3.SH-1SHOWER (ADA)2"2"34"34"24.0CHICAGO FAUCETS MODEL SH-PB1-11-012, TUB AND SHOWER SYSTEM WITH PRESSURE BALANCING VALVEAND SHOWER HEAD, WALL-MOUNTED, CHROME PLATED SHOWER HEAD, 2.5 GPM MAX. FLOW RATE # 80 PSI,12" NPT HOT AND COLD SUPPLY INLETS AND OUTLETS. 2.5 GPM HAND SPRAY WITH 5 " STAINLESS STEEL HOSEAND PAUSE CONTROL. 48" WALL-MOUNTED SLIDE BAR WITH HAND SPRAY HOLDER, (ACCESSIBLE).SS-1SERVICE SINK3"2"34"34"33SERVICE SINK: AMERICAN STANDARD FLORWELL MODEL 7745.811, ENAMELED CAST IRON, 3" OUTLET,CORNER MODEL. FAUCET: CHICAGO FAUCETS MODEL 445-8 7SRCXKCP, WALL MOUNTED, LEVER HANDLE.HB-1HOSE BIBB--34"--2.5ARROWHEAD BRASS MODEL 351LK NO-KINK HOSEBIBB, LOOSEKEY, 34" HOST THREAD, 34" MIP. WITHCOMMERCIAL RECESSED HOSE BIBB BOX AS ARROWHEAD BRASS MODEL ACCCBFP, VALVE AND BOX WITHVACUUM BREAKER, 34" FIP INLET.FD-1FLOOR DRAIN2"2"12"TPL-2--.R. SMITH MODELDX2005Y-A, DUCO CAST IRON BODY, 4" WIDE FLANGE, 5" ROUND TOP AD-USTABLESTRAINER HEAD, NO-HUB. BOTTOM OUTLET WITH TRAP PRIMER CONNECTION.FS-1FLOOR SINK2"2"--2-MIFAB FS1720-150, 12" X 12 X 6" DEEP. 2" OUTLET, HALF GRATE.TP-1TRAP PRIMER--12"---PRECISION PLUMBING PRODUCTS MODEL P-2 WITH SHUT-OFF VALVE AND 12" [ 12" ACCESS PANEL AS KARPMODEL 214MSS PROVIDE STAINLESS STEEL ACCESS PANEL IN TILED WALLS & ALL PUBLIC BATHROOMS,CONFIRM FINISH OF ALL OTHER ACCESS PANELS WITH ARCHITECT.VB-1ICE MACHINE VALVEBOX--12"--0.5OATEY WATER ICE MAKER OUTLET BOX PRODUCT 3 155 14 TURN BRASS HAMMER BALL VALVE LOW LEAD,CPVC CONNECTION.WHAWATER HAMMERARRESTER------PRECISION PLUMBING PRODUCTS WATER HAMMER ARRESTORS, HYDRAULIC DISPLACEMENT, PERMANENTLYSEALED, PISTON OPERATED, SIZED IN ACCORDANCE TO SCHEDULE: MODEL FIXTURE UNIT RATING I.P.S. SC-500 1-11 12" SC-750 12-32 34" SC-100 33-60 1" SC-1250 61-113 114"PROVIDE STAINLESS STEEL ACCESS PANEL IN TILED WALL & ALL PUBLIC BATHROOMS CONFIRM FINISH OFALL OTHER ACCESS PANEL WITH ARCHITECT.NOTES:1. ALL FIXTURES TO BE WHITE OR TRIM TO BE POLISHED CHROME FINISH UNLESS NOTED OTHERWISE.2. PROVIDE HEAVY PATTERN ANGLE STOPS FOR ALL FIXTURES AS SPECIFIED.3. ALL ACCESSIBLE LAVATORIES & SINKS TO BE PROVIDED WITH INSULATION FOR THE DRAIN & HOT WATER PIPING AS TRUEBRO KIT 101 INSULATION KIT OR EQUAL.4. ALL PLUMBING FIXTURES SHOULD BE UPC APPROVED AND IAPMO LISTED.5. NEW PLUMBING FIXTURES AND FITTINGS SHALL NOT EXCEED THE MAXIMUM ALLOWABLE FLOW RATE SPECIFIED IN TABLE 5.303.2.3.VALVES SCHEDULEMARKMAKEMODELSERVICELOCATIONQTYTYPEFLOW (GPM)PIPESIZEVALVE SIZEREMARKSTMV-1CASH ACMEHEATGUARD 115-LFDOMESTIC HOTWATERTEMPERINGMEN S BATHROOM2THERMOSTATIC MASTERCONTROLLER2.5 GPM MIN/27 GPM MAX1"1"MAIN THERMOSTATIC MIXING VALVE, SET # 120°FESV-1PACIFIC SEISMICPRODUCTS313(60 PSI)EMERGENCY GASSEISMIC SHUTOFFON-SITE1HORIZONTAL 5 CFH112"112"HORIZONTAL EARTHQUAKE SHUT OFF VALVE FOR DRY FUEL GAS AT 60 PSI MAXIMUM GAS PRESSURE.STORAGE TYPE GAS WATER HEATER SCHEDULEMARKMAKEMODELSERVICELOCATIONQTYCAPACITY(MBTUH)STORAGECAPACITY(GAL)DT(°F)RECOVERYRATE GPHSTACKDIAMETER(IN.)OPERATINGWEIGHT(LBS.)REMARKSWH-1RHEEMRTGH-RH11DVDOMESTIC HOTWATERLOCKER ROOM11

.01180°288.0385RAHEEM PRESTIGE SERIES CONDENSING TANKLESS WATER HEATER WITH BUILT-IN RECIRCULATION. SEALED COMBUSTION DIRECT VENT, SINGE VENT. MINIMUM ACTIVATIONFLOW OF 0.5 GPM. 120 V 60 HZ POWER SUPPLY. 28.7" X 17.3" X 14.8".WH-2CHRONOMITESR-20L/240DOMESTIC HOTWATERPANTRY1--65°30-5POINT OF USE WATER HEATER (ELECTRICAL) FOR KITCHENETTE. BREAKER SIZE 20 AMPS, 240 VOLTS, 4800 WATTS. TANK SCHEDULEMARKMAKEMODELSERVICELOCATIONQTYCAPACITY(GAL)ACCEPT.FACTORWORKINGPRESSURE (PSI)OPERATINGWEIGHT(LBS.)REMARKSTET-1AMTROLTHERM-X-TROLST-12-CDOMESTIC HOTWATER SYSTEMMEN S BATHROOM16.40.515077DIAPHRAGM TYPE, PRE-PRESSURIZED EXPANSION TYPE WITH 34" NPTF CONNECTIONPUMP SCHEDULEPUMPMAKEMODELSERVICELOCATIONQTYSIZEPERFORMANCEELECTRICAL DATAOPERATINGWEIGHT(LBS.)REMARKSGPMTDH(FT.)MIN. EFF.RPMHP/WATTSVPHHZRCP-1BELL & GOSSETTNBF-22UDOMESTIC HOTWATERRECIRCULATIONMEN S BATHROOM1-710-2
40 2 W115160101.) ALL PUMPS TO BE ALL BRONZE.2.) SPEED SETTING 3.3.) PROVIDE WITH TIMER CONTROL AND AQUASTAT AS MODEL AQS-3/4WASTE FIXTURE CALCULATIONFIXTURENUMBER OFFIXTUREXFIXTUREUNITS=TOTAL FIXTUREUNITSWATER CLOSET (FLUSH VALVE)3X4.0=12.0URINAL (FLUSH VALVE)2X2.0=4.0SHOWER1X2.0=2.0LAVATORY3X1.0=3.0KITCHEN SINK1X2.0=2.0SERVICE SINK1X3.0=3.0FLOOR DRAIN3X2.0=6.0TOTAL NEW WASTE FIXTURE UNITS=32.0WATER FIXTURE CALCULATIONFIXTURENUMBER OFFIXTUREXFIXTUREUNITS=TOTAL FIXTUREUNITSWATER CLOSET (FLUSH VALVE)4X5.0=20.0URINAL (FLUSH VALVE)2X4.0=8.0SHOWER1X4.0=4.0LAVATORY3X2.0=6.0KITCHEN SINK1X3=3.0SERVICE SINK1X3.0=3.0ICE MACHINE BOX1X0.5=0.5WATER FOUNTAIN2X0.5=1.0HOSE BIBB1X2.5=2.5AD-ACENT BUILDING EXISTING LOAD1X14.5=14.5TOTAL NEW WATER FIXTURE UNITS=62.5GPM56.0DOMESTIC HOT WATER DEMAND CALCULATIONSLAVATORY3.0X2.0=6.0SHOWER1.0X30.0=30.0KITCHEN SINK1.0X10.0=10.0SERVICE SINK1.0X20.0=20.0TOTAL HOT WATER DEMAND (GPH)=66.0HOT WATER HEATING SYSTEM CALCULATIONTOTAL GPH DEMAND=66.0TOTAL DEMAND IN GALLONS PER HOUR (GPH) WITH DEMAND FACTOR OF 0.4=26.4USING (1) 30 GALLON STORAGE CAPACITY=30USABLE HOT WATER, FOR VERTICAL TANK (FACTOR OF 0.7)=21.0REQUIRED ADDITIONAL DEMAND (GPH)=5.4MAXIMUM DOMESTIC HOT WATER DEMAND (GPH)=15.

TOTAL MBTUH (
0°F RISE)=11.

EQUIPMENT REQUIREMENTS:ONE (1) 30 GALLON STORAGE TYPE WATER HEATER # 11.

MBTUH INPUT MINIMUM AT
0°F TEMP. RISE.FRICTION LOSS CALCULATIONLOSSES:MAXIMUM LOSS THROUGH (E) 2" WATER METER (# 14.5 GPM)1.2P.S.I.STATIC HEAD LOSS10FT X0.433PSI/FT.HD4.3P.S.I.RESIDUAL PRESSURE AT FIXTURE:35P.S.I.TOTAL LOSSES:40.5P.S.I.PRESSURE AVAILABLE FOR FRICTION LOSS:55.0-40.514.5P.S.I.ALLOWABLE FRICTION LOSS PER 100 FT.ASSUME THE MOST HYDRAULICALLYREMOTE UNIT ON THE SYSTEMMAXIMUM TOTAL DEVELOPED LENGTH:245FT. (INCLUDING 25 FOR FITTINGS)100 OF PIPE:14.5X100=5.

P.S.I.245.0USE MAXIMUM ALLOWABLE FRICTION LOSS 4.0 P.S.I/100FT.HYDRAULIC CALCULATIONS SYSTEM TYPE: PREDOMINANTLY FLUSH VALVE FIXTURES2.514.5MAXIMUM FLOW RATE:LANDSCAPE IRRIGATION SHALL BE 50 GPM (AT OFF HOURS USE)AMBER A (BELLFLOWER MUNICIPAL WATER DISTRICT)MAXIMUM PRESSURE70P.S.I.TEL 562- 25-6174MINIMUM PRESSURE55P.S.I.COLD WATER PIPE SIZING CHART4.0 PSI/100 FTMAXIMUM VELOCITY OF 8 FT/SECONDPIPE SIZE12"34"1"114"112"2"212"3"GPM2511203166115165FT FU1615305620545571 FV FU000014
532
666VEL88888888HOT WATER PIPE SIZING CHART4.0 PSI/100 FTMAXIMUM VELOCITY OF 5 FT/SECONDPIPE SIZE12"34"1"114"112"2"212"3"GPM25111 274874105FT FU1615284611
245406VEL55555554-164-

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3/32" = 1
-0"DWF/PDF CUHDWHG OQ: -DQ 05, 2022 - 11:57DP PORWWHG B\: NPHGLQD FLOHQDPH: H:?PURMHFWV?648 BHOOIORZHU?17-001 - BHOOIORZHU PXEOLF WRUNV OIILFH RHQR?01 - CAD?POXPELQJ?P-1.0 PLUMBING SITE PLAN.GZJ PLOTTED PAPER SIZE (DRAWING HAS BEEN SCALED IF DIFFERENT): ARCH FULL BLEED E1 (30.00 X 42.00 INCHES)PLOT SCALE: 1:1 PLOT STYLE: PDF & DWF.STB NREFERENCE NOTESPIPING BELOW GRADE.EXISTING GAS METER.EXISTING GAS PRESSURE REGULATOR.EXISTING GAS MAIN SHUTOFF VALVE.NEW MAIN EMERGENCY GAS SEISMIC VALVE.EXISTING 112" GAS LINE INSIDE THE BUILDING SHALL BECAPPED AND REUSE.NEW LOCATION OF EXISTING 2" DOMESTIC COLD WATERMETER IN A VAULT.2" DOMESTIC COLD WATER MAIN AT CEILING INTO THEBUILDING. REFER TO SHEET P-2.2 FOR CONTINUATION.POINT OF CONNECTION. EXTEND NEW 1" COLD WATERPIPING AND CONNECT THE EXISTING 1" COLD WATER PIPINGSUPPLY TO THE AD-ACENT BUILDING. CONTRACTOR TOFIELD VERIFY EXACT SIZE AND LOCATION OF EXISTINGCOLD WATER PIPING PRIOR TO START OF WORK.EXISTING 1" COLD WATER SUPPLY TO THE AD-ACENTBUILDING. REFER TO PLUMBING AS-BUILT PLANS FORCONTINUATION.EXISTING SAND AND GREASE INTERCEPTOR.EXISTING 4" SEWER MAIN BELOW GRADE INTO THEBUILDING. REFER TO SHEET P-2.1 FOR CONTINUATION.NOT IN USE.NOT IN USE.NOT IN USE.NOT IN USE.GENERAL NOTESREAD WITH ARCHITECTURAL DRAWINGS FOR EXACTDIMENSIONS.READ WITH CIVIL DRAWINGS.111112345678101112ESV-1 POC1212345678
10111213141516-165-

VWRUDJHVWRUDJHDOLJQ(E)SUR-1WC-2L-2L-1SH-1WC-2L-2S-1S=1(E)4"WCO4"WCO2"4"S=14"4"4"4"3"2"3"3"3" 2"
3"3"3"2"(E)4"WCO2"FD-1(E)4"4"S=13 4"CD
4"WC-1UR-2FD-12"
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4"WCO4"WC-22"2"
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2"SS-12"2"FS-1FD-12"34"CDS=13 4"CD
S=134"CDS=134"CDS=134"CDS=13 4"CD
S=134"CDS=13412CA(E)WC(E)WC(E)UR(E)UR(E)SH(E)S(E)4"(E)EEW342CAP-2.1COPYRIGHT 2021 BREEN ENGINEERING, INC.NO. M-30533EXP. 06-30-22R E G ISTER E
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PLUMBING WASTE & VENT PIPING
PLANS1/4" = 1
-0"DWF/PDF CUHDWHG OQ: -DQ 05, 2022 - 11:57DP PORWWHG B\: NPHGLQD FLOHQDPH: H:?PURMHFWV?648 BHOOIORZHU?17-001 - BHOOIORZHU PXEOLF WRUNV OIILFH RHQR?01 - CAD?POXPELQJ?P-2.1 PLUMBING WASTE AND VENT PIPING PLANS.GZJ PLOTTED PAPER SIZE (DRAWING HAS BEEN SCALED IF DIFFERENT): ARCH FULL BLEED E1 (30.00 X 42.00 INCHES)PLOT SCALE: 1:1 PLOT STYLE: PDF & DWF.STB NSCALE:11/4" = 1
-0"PLUMBING REMODELED WASTE & VENT PIPING PLANNSCALE:21/4" = 1 -0"PLUMBING DEMOLITION WASTE & VENT PIPING PLANPOINT OF DISCONNECTION.EXISTING WASTE PIPING BELOW GRADE SHALL REMAIN.CONTRACTOR TO FIELD VERIFY EXACT LOCATION IN FIELDPRIOR TO COMMENCING WORK.EXISTING WATER CLOSET SHALL BE REMOVED IN ITSENTIRETY INCLUDING ASSOCIATED WASTE & VENT PIPING.EXISTING SHOWER SHALL BE REMOVED IN ITS ENTIRETYINCLUDING ASSOCIATED WASTE & VENT PIPING.EXISTING URINAL SHALL BE REMOVED IN ITS ENTIRETYINCLUDING ASSOCIATED WASTE & VENT PIPING.EXISTING EMERGENCY EYEWASH SHALL BE REMOVED IN ITSENTIRETY INCLUDING ASSOCIATED WASTE & VENT PIPING.EXISTING SINK SHALL REMAIN INCLUDING ASSOCIATEDWASTE & VENT PIPING.SEE PLUMBING SITE PLAN FOR CONTINUATION.REFERENCE NOTES1POD233455678PIPING BELOW SLAB/GRADE.PIPING AT LOW LEVEL INSIDE WALL.PIPING AT HIGH LEVEL.2" WASTE DOWN, 2" VENT UP.3" WASTE DOWN, 2" VENT UP.4" WASTE DOWN, 2" VENT UP.NEW 2" VENT THRU ROOF.NEW 3" VENT THRU ROOF.WALL CLEANOUT. REFER TO DETAIL 3 OF SHEET P-5.1.REFERENCE NOTES1234567811112333444455468710POC 14GENERAL NOTESARRANGE ALL SHUT DOWNS WITH THE BUILDING OWNER.ALL FIRE SAFETY DURING CONSTRUCTION SHALL BE PERARTICLE 87 OF CALIFORNIA FIRE CODE.SEE ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONS.CONTRACTOR TO VERIFY POINT OF CONNECTION TOEXISTING PRIOR TO START OF WORK.USE SOUND ISOLATION BRACKETS FOR WATER PIPING.PROVIDE INSULATION FOR TRAPS ON ALL ADA ACCESSFIXTURES.PROVIDE ANGLE STOPS FOR EACH INDIVIDUAL FIXTURE.GENERAL NOTESARRANGE ALL SHUT DOWNS WITH THE BUILDING OWNER.ALL FIRE SAFETY DURING CONSTRUCTION SHALL BE PERARTICLE 87 OF CALIFORNIA FIRE CODE.SEE ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONS.CONTRACTOR TO VERIFY POINT OF CONNECTION TOEXISTING PRIOR TO START OF WORK.USE SOUND ISOLATION BRACKETS FOR WATER PIPING.PROVIDE INSULATION FOR TRAPS ON ALL ADA ACCESSFIXTURES.PROVIDE ANGLE STOPS FOR EACH INDIVIDUAL FIXTURE.1234567POINT OF CONNECTION. CONNECT NEW 4" WASTE PIPINGTO EXISTING 4" WASTE PIPING.WALL-MOUNTED FAN COIL UNIT. SEE MECHANICALDRAWINGS.34" CONDENSATE DRAIN FROM CONDENSATE PUMP BYHVAC. REFER TO DETAIL 4 OF SHEET P-5.1.34" CONDENSATE DRAIN DOWN INSIDE WALL TO CONNECTTO SINK TAILPIECE. REFER TO DETAIL 4 OF SHEET P-5.1.SEE PLUMBING SITE PLAN FOR CONTINUATION.FAN COIL INSTALLED ABOVE CEILING. SEE MECHANICALDRAWINGS.REFERENCE NOTES CONT.101112311121346213614(TYP.) (TYP.)
(TYP.)
(TYP.)
654410POC4131515151515151515151533121212121212121212345671234567815123 (TYP.)-166-

VWRUDJHVWRUDJHDOLJQ UR-1WC-2UR-2L-2L-1SS-1SH-1WC-2S-11 2"HB-1FD-1(E)G 3 4"FD-1WC-11 2"VB-1POINT OF USE ELECTRCIAL INSTANTANEOUSWATER HEATER UNDER COUNTERWC-2L-211 2"G(1

CFH)
3 4"
3 4" 110°F3 4"
3 4"120°F
3 4" 120°F34" 120°F34"3 4"34" 110°F34" 110°F34" 110°F11 2"11 2"2"34"2"112"2"2"3 4"2"2"12" 3 4"34" 110°F2"2"2"
2"2"2"2"
11 2"FD-1TANKLESS GAS WATER HEATERMOUNTED HIGH ON WALLDIMENSIONS: HEIGHT=28.7",WIDTH=17.3", DEPTH=14.8"PROVIDE 6" CLEARANCEON THE SIDES AND FRONTFS-13412CA(E)WC(E)WC(E)UR(E)UR(E)SH(E)S(E)G (E)EEWM342CAP-2.2COPYRIGHT 2021 BREEN ENGINEERING, INC.NO. M-30533EXP. 06-30-22R E G ISTER E
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PLANS1/4" = 1
-0"DWF/PDF CUHDWHG OQ: -DQ 05, 2022 - 11:57DP PORWWHG B\: NPHGLQD FLOHQDPH: H:?PURMHFWV?648 BHOOIORZHU?17-001 - BHOOIORZHU PXEOLF WRUNV OIILFH RHQR?01 - CAD?POXPELQJ?P-2.2 PLUMBING WATER AND GAS PIPING PLANS.GZJ PLOTTED PAPER SIZE (DRAWING HAS BEEN SCALED IF DIFFERENT): ARCH FULL BLEED E1 (30.00 X 42.00 INCHES)PLOT SCALE: 1:1 PLOT STYLE: PDF & DWF.STB NSCALE:11/4" = 1
-0"PLUMBING REMODELED WATER AND GAS PIPING PLANNSCALE:21/4" = 1 -0"PLUMBING DEMOLITION WATER AND GAS PIPING PLANEXISTING COLD WATER PIPING SHALL BE REMOVED IN ITSENTIRETY.EXISTING WATER CLOSET SHALL BE REMOVED IN ITSENTIRETY INCLUDING ASSOCIATED COLD WATER PIPINGINSIDE WALL.EXISTING SHOWER SHALL BE REMOVED IN ITS ENTIRETYINCLUDING ASSOCIATED HOT/COLD WATER PIPING INSIDEWALL.EXISTING URINAL SHALL BE REMOVED IN ITS ENTIRETYINCLUDING ASSOCIATED COLD WATER PIPING INSIDE WALL.EXISTING EMERGENCY EYE WASH SHALL BE REMOVED INITS ENTIRETY INCLUDING ASSOCIATED HOT/COLD WATERPIPING INSIDE WALL.EXISTING SINK SHALL REMAIN. ASSOCIATED HOT/COLDWATER PIPING BE REMOVED AND REPLACED.EXISTING 2" WATER METER SHALL BE RELOCATED. REFERTO PLUMBING SITE PLAN FOR THE NEW LOCATION.EXISTING 112" GAS LINE AT HIGH LEVEL INSIDE THE BUILDINGSHALL BE CAPPED AND REUSE.REFERENCE NOTESGENERAL NOTESARRANGE ALL SHUT DOWNS WITH THE BUILDING OWNER.ALL FIRE SAFETY DURING CONSTRUCTION SHALL BE PERARTICLE 87 OF CALIFORNIA FIRE CODE.SEE ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONS.CONTRACTOR TO VERIFY POINT OF CONNECTION TOEXISTING PRIOR TO START OF WORK.USE SOUND ISOLATION BRACKETS FOR WATER PIPING.PROVIDE INSULATION FOR TRAPS ON ALL ADA ACCESSFIXTURES.PROVIDE ANGLE STOPS FOR EACH INDIVIDUAL FIXTURE.2234456TP-1TP-1PIPING BELOW FLOOR/GRADE.PIPING AT LOW LEVEL INSIDE WALL.PIPING AT HIGH LEVEL INSIDE CEILING SPACE.12" COLD WATER DOWN TO SUPPLY FIXTURE/S.34" HOT & COLD WATER DOWN TO SUPPLY FIXTURE/S.112" COLD WATER DOWN TO SUPPLY FIXTURE/S.2" COLD WATER DOWN TO SUPPLY FIXTURE/S.34" COLD WATER DOWN TO HOSE BIBB. REFER TO DETAIL 8OF SHEET P-5.1.NOT IN USE.REFERENCE NOTESGENERAL NOTESARRANGE ALL SHUT DOWNS WITH THE BUILDING OWNER.ALL FIRE SAFETY DURING CONSTRUCTION SHALL BE PERARTICLE 87 OF CALIFORNIA FIRE CODE.SEE ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONS.CONTRACTOR TO VERIFY POINT OF CONNECTION TOEXISTING PRIOR TO START OF WORK.USE SOUND ISOLATION BRACKETS FOR WATER PIPING.PROVIDE INSULATION FOR TRAPS ON ALL ADA ACCESSFIXTURES.PROVIDE ANGLE STOPS FOR EACH INDIVIDUAL FIXTURE.1234567DOMESTIC COLD WATER PIPING MAIN UP TO HIGH LEVEL.12" COLD WATER DOWN TO TRAP PRIMER. RUN SEPARATE 12"COPPER LINE FROM TRAP PRIMER OUTLET UP TO FLOORDRAIN TAILPIECE. REFER TO DETAILS 5 AND 6 OF SHEETP-5.1.WATER HAMMER ARRESTOR.GAS WATER HEATER. TEMPERATURE AND PRESSURERELIEF VALVE TO DISCHARGE FULL SIZE ABOVE SERVICESINK WITH 1" MINIMUM AIRGAP. REFER TO DETAIL 1 OFSHEET P-5.1.HOT WATER RECIRCULATION PUMP. REFER TO DETAIL 2 OFSHEET P-5.1.TEMPERATURE MIXING VALVE MAIN SET TO 110 °F.THERMAL EXPANSION TANK.REFERENCE NOTES CONT.113556101111WHA1212WHA12151314161 8712345678
22718POC31 1/2" GAS PIPING DOWN TO SUPPLY WATER HEATER.PROVIDE SHUT-OFF COCK, DIRT TRAP, FLEXIBLECONNECTION & UNION FITTING BEFORE FINAL CONNECTION.REFER TO DETAIL 1 OF SHEET P-5.1. GAS PIPE SIZED WITHTDL=250 FT.POINT OF CONNECTION. CONNECT NEW 114" GAS PIPING TOTHE EXISTING 112" GAS PIPING. CONTRACTOR TO FIELDVERIFY EXACT SIZE AND LOCATION OF EXISTING GAS PIPINGPRIOR TO START OF WORK.SEE PLUMBING SITE PLAN FOR CONTINUATION.12" COLD WATER DOWN TO REFRIGERATOR. PROVIDEREFRIGERATOR WITH STOP INSIDE VALVE BOX FLUSHED ONWALL.112" COLD WATER STUBOUT CAPPED FOR FUTURE USE.GAS PIPING DOWN TO BELOW GRADE TO SUPPLYPACKAGED AC UNIT. SEE PLUMBING SITE PLAN FORCONTINUATION.REFERENCE NOTES CONT.111017181 2020212263WH-2WH-113TET-116TMV-11517514RCP-15535544TP-111TP-111123456712345678-167-

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PIPE SIZE, IN.INSULATION THICKNESS, IN.(K=O.24-0.28)(R-4.2) BTUH-IN/SQ.FT. F OR LESS)12" THROUGH 34"1"1" THROUGH 2"EQUAL TO PIPE SIZE2" THROUGH 6"2"11111-171-

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TOTAL MBTUH (
0°F RISE)=11.

EQUIPMENT REQUIREMENTS:ONE (1) 30 GALLON STORAGE TYPE WATER HEATER # 11.

LCNOPARKING(E)4"SS(E)4"SS(E)4"SS(E)4"SS(E)4"SS (E)4"SS(E)1"M1"2" (E)G
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IAELECTRICAL NO. E20642EXP. 03-21-24DWF/PDF Created On: Feb 28, 2022 - 3:21pm Plotted By: ajimenez Filename: H:\Projects\648 Bellflower\17-001 - Bellflower Public Works Office Reno\01 - CAD\Electrical\E-5.1 ELECTRICAL DETAILS.dwg PLOTTED PAPER SIZE (DRAWING HAS BEEN SCALED IF DIFFERENT): ARCH FULL BLEED E1 (30.00 X 42.00 INCHES)PLOT SCALE: 1:1 PLOT STYLE: PDF & DWF.STB-174-

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IAELECTRICAL NO. E20642EXP. 03-21-24DWF/PDF Created On: Feb 28, 2022 - 3:21pm Plotted By: ajimenez Filename: H:\Projects\648 Bellflower\17-001 - Bellflower Public Works Office Reno\01 - CAD\Title 24 Energy Calculations\EN-3 TITLE 24 COMPLIANCE FORMS - SHEET THREE.dwg PLOTTED PAPER SIZE (DRAWING HAS BEEN SCALED IF DIFFERENT): ARCH FULL BLEED E1 (30.00 X 42.00 INCHES)PLOT SCALE: 1:1 PLOT STYLE: PDF & DWF.STB Breen Engineering Inc.-175-

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PIPE SIZE, IN.INSULATION THICKNESS, IN.(K=O.24-0.28)(R-4.2) BTUH-IN/SQ.FT. F OR LESS)12" THROUGH 34"1"1" THROUGH 2"EQUAL TO PIPE SIZE2" THROUGH 6"2"11111-177-

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TOTAL MBTUH (
0°F RISE)=11.

EQUIPMENT REQUIREMENTS:ONE (1) 30 GALLON STORAGE TYPE WATER HEATER # 11.

LCNOPARKING(E)4"SS(E)4"SS(E)4"SS(E)4"SS(E)4"SS (E)4"SS(E)1"M1"2" (E)G
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VWRUDJHVWRUDJHDOLJQ UR-1WC-2UR-2L-2L-1SS-1SH-1WC-2S-11 2"HB-1FD-1(E)G 3 4"FD-1WC-11 2"VB-1POINT OF USE ELECTRCIAL INSTANTANEOUSWATER HEATER UNDER COUNTERWC-2L-211 2"G(1

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IAMECHANICALN.T.S.DWF/PDF CUHDWHG OQ: -DQ 05, 2022 - 11:57DP PORWWHG B\: NPHGLQD FLOHQDPH: H:?PURMHFWV?648 BHOOIORZHU?17-001 - BHOOIORZHU PXEOLF WRUNV OIILFH RHQR?01 - CAD?POXPELQJ?P-4.1 PLUMBING RISER DIAGRAM.GZJ PLOTTED PAPER SIZE (DRAWING HAS BEEN SCALED IF DIFFERENT): ARCH FULL BLEED E1 (30.00 X 42.00 INCHES)PLOT SCALE: 1:1 PLOT STYLE: PDF & DWF.STB GROUND FLOORCEILINGROOFFIXTURE UNITSREFERENCE NOTESEXISTING 4" SEWER PIPING BELOW GRADE.NEW 4" WASTE PIPING BUILDING TO CONNECT TO EXISTINGONSITE WASTE UTILITY PIPING. CONTRACTOR TO FIELDVERIFY EXACT SIZE, LOCATION & FLOW OF EXISTING PIPINGPRIOR TO COMMENCING WORK.NEW 2" VENT THRU ROOF. REFER TO DETAIL 7 OF SHEETP-5.1.NEW 3" VENT THRU ROOF. REFER TO DETAIL 7 OF SHEETP-5.1.4"S=12"2"WCO(E)4"(E)4"4"34"4"2122"2"2"FIXTURE UNITS12"34"1"114"112"2"251120316616153056205000014 588888812"34"1"114"112"2"25111
27481615284611
555555REFERENCE NOTESNEW LOCATION OF EXISTING 2" DOMESTIC COLD WATERMETER IN A VAULT.POINT OF CONNECTION. EXTEND NEW 1" COLD WATERPIPING AND CONNECT THE EXISTING 1" COLD WATER PIPINGSUPPLY TO THE AD-ACENT BUILDING. CONTRACTOR TOFIELD VERIFY EXACT SIZE AND LOCATION OF EXISTINGCOLD WATER PIPING PRIOR TO START OF WORK.EXISTING 1" COLD WATER SUPPLY TO THE AD-ACENTBUILDING. REFER TO PLUMBING AS-BUILT PLANS FORCONTINUATION.112" COLD WATER STUBOUT CAPPED FOR FUTURE USE.GROUND FLOORCEILINGROOF1"(E)WM12POCPOC(E)1"3 4" 3 4"
1 2"34"11 2"112"11 2"
11 2"11 2"
11 2"112"112"11 2"1"34"2"2"2"
3 4"34"34"1"11 2"2"34"34"1"
2"
11 2"
3 4"
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3 4"
3 4"34"12"34"1 2"
1 2"
1 2"
1 2"12"2"34"3 4"HB-111 2"2"1"1"112"3 4"
3 4"
1 2"3WCO4"32"2"WCOWCO4"2"2"2"2"WCO4"4"4"4"3"3"3"2"
2"
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2"
2"
2"
2"
2"
2"
3"4"4"4"4"4"4"4"S=14"S=13"3"3"2"2"2"
3"
3"
2"
2"3"(E)4"3"434"1"112"34"34"12"12"34"34"34"34"4412341234SEE DETAIL 1/P-5.1ANCHOR WH-1 WITH UNISTRUTTO WALL LOCATED IN THE UPPER13 AND THE LOWER 13-183-

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PLUMBING DETAILS
N.T.S.DWF/PDF CUHDWHG OQ: -DQ 05, 2022 - 11:57DP PORWWHG B\: NPHGLQD FLOHQDPH: H:?PURMHFWV?648 BHOOIORZHU?17-001 - BHOOIORZHU PXEOLF WRUNV OIILFH RHQR?01 - CAD?POXPELQJ?P-5.1 PLUMBING DETAILS.GZJ PLOTTED PAPER SIZE (DRAWING HAS BEEN SCALED IF DIFFERENT): ARCH FULL BLEED E1 (30.00 X 42.00 INCHES)PLOT SCALE: 1:1 PLOT STYLE: PDF & DWF.STB 6FLOOR DRAIN DETAIL3WALL CLEANOUT DETAILTRAP PRIMER VALVE SHOULD BE MOUNTED ONE FOOTABOVE FINISHED FLOOR FOR EVERY 20 FEET OF PRIMERLINE.PROVIDE MOUNTING BRACKETS AS REQUIRED.GENERAL NOTES:CLEANOUT PLUGALTERNATE ELBOWSOIL OR WASTESAN TEE FITTINGWALL CLEANOUT &COVER PLATEAS -R SMITH 4472WALL5TRAP PRIMER INSTALLATION DETAIL7SANITARY VENT PIPE THROUGH ROOF DETAILFINISHED FLOORFLASHINGNO-HUBAD-USTABLE STRAINERTRAP PRIMER CONNECTIONSEE DETAIL 6/P-5.1TO SANITARY DRAINPIPE THROUGH ROOF SEE FLOOR PLANFOR SIZE/TYPE AND LOCATIONROOFFURNISH AND INSTALL TWO ROOF PIPESUPPORTS SIMILAR TO TOLCO FIGURE 6KEEP TIGHT TO ROOF SHEATHINGCOUNTER FLASHINGFILL WITH EPOXY COMPOUNDROOFINGSKIRT1 -0" MIN.INSTALLATIONDIMENSION 1638"PRIMER 5"DIMENSION12"FLOOR SINK/FLOOR DRAINSERVICE VALVETRAP PRIMERSINGLE SUPPLY TUBE SSACCESS PANELDISTRIBUTION UNIT FOR MULTIPLECONNECTION WHERE APPLICABLEVENT LINE12" COLD WATER SUPPLY TO TRAP PRIMER12UNION CONNECTIONCOLD WATER HEADER4WALL MOUNTED FCU CONDENSATE DRAIN DETAIL WALL MOUNTED FAN COILUNIT WITH PUMPASSISTED CONDENSATEDRAIN LINE. REFER TOMECHANICAL DRAWINGSS=0CONDENSATE PUMPLAVATORY/SINKCONDENSATE DRAINPIPING WITH INSULATIONSEE MECHANICAL DRAWINGSVENTWALLSANITARY WASTEFIXTURE TAILPIECETEE FITTINGP-TRAPESCUTCHEONFLOORCEILINGROOF/FLOOR8RECESSED HOSE BIBB DETAILCAST ALUMINUM ALLOY BOXFIXED VACUUM BREAKER34" L.K. STOPWATER TIGHT SEALBETWEEN BIBB & BOX ANDSTOP & BOX REQUIREDCOVERFINISHED WALLFIXED VACUUM BREAKERHB-11TANKLESS GAS WATER HEATER 2HOT WATER RECIRCULATING PUMP PIPING DETAILPP1"1"4 MAX.12" MIN.AIR RELEASE VALVE 4
MAXIMUM DISTANCEFROM PUMPHOT WATER LINE FROMUNITS1" FLEXIBLECONNECTION (TYP.)DRAIN COCK (TYP.)1" FLANGE CONNECTION(TYP.)CHECK VALVEHOT WATER LINE TOWATER HEATER1"1"1"SHUT-OFFVALVE (TYP.)UNION (TYP.)STRAINER W/BLOW-DOWN (TYP.)HOSE BIBB(WH-1)TANKLESSGAS WATER HEATERMAINTAINED AT 120 °FREMOTE CONTROLWITH POWER SWITCHMANUAL GAS SUPPLYLINE SHUT-OFF VALVECAPCOLD WATER SUPPLYSHUT-OFF VALVEDRAIN VALVEMANUAL GASSHUT-OFF VALVEUNIONWATER FILTERCONDENSATE COLLECTORCONDENSATE TRAPCONDENSATE DRAIN TODISCHARGE TO NEUTRALIZERWATER HEATER CONCENTRIC VENT COLLAR3"/5" CONCENTRIC VENTREFER TO MECHANICAL DRAWINGSFOR LOCATION, DETAILS AND ROUTINGHOT WATER SUPPLYMAINTAINED # 110°FCHECK VALVERETURNRECIRCULATIONWATERPUMP TIMERCOLD WATERSUPPLYPROVIDE IN LINE WATER FILTERAS WATTS MODEL OFTWHONE FLOW ANTI SCALE SYSTEMEXPANSIONTANK THERMOSTATIC MIXINGVALVE SET #110 °F RELIEF VALVE INSTALLEDPER MANUFACTURER SRECOMMENDATIONAQUASTAT SET AT AMINIMUM OF 10°F BELOW THETHERMOSTAT SETTINGOF THE WATER HEATERCIRCULATION PUMPISOLATION VALVERECIRCULATION PUMP 6" AIRGAP2" SANITARY WASTE TOSANITARY WASTE SYSTEMFLOOR SINKFS-1DRAIN SHALL DISCHARGE TOFLOOR SINK WITH A 6" AIR GAPAT TRASH ROOM.34" AIR GAP RECEPTOR ASWATTS 0 SERIESSERVICE VALVEELECTRICAL CONNECTIONSEDIMENT TRAPIN-LINE ACID NEUTRALIZERANCHOR WH-1 WITH UNISTRUTTO WALL LOCATED IN THE UPPER13 AND THE LOWER 13OF THE WATER HEATER-184-

Bellflower City CouncilJuly 11, 2022

Bellflower City Council
July 11, 2022