Cities Index.
Olympos Contract

Santa Monica City Council
May 13, 2025

Document
Olympos Contract
Meeting
May 13, 2025
Body
Santa Monica City Council
Original file
18.9 MB
Text extracted from the city's file for reading and search. Open the original on santamonicacityca.iqm2.com. That file is the official record.

Contract No. 11449 (CCS)
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CONSTRUCTION CONTRACT
by and between
City of Santa Monica
and
Olympos Construction, Inc.
2800 Airport Avenue Renovation Project
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DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D Contract No. 11449 (CCS)
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SECTION 1 INCORPORATION OF RECITALS AND DEFINITIONS. .......................1 SECTION 2 THE PROJECT. .......................................................................................1 SECTION 3 THE CONTRACT DOCUMENTS............................................................2 SECTION 4 THE WORK..............................................................................................2 SECTION 5 PROJECT TEAM. ....................................................................................2 SECTION 6 TIME OF COMPLETION. ........................................................................2 SECTION 7 COMPENSATION TO CONTRACTOR. .................................................4 SECTION 8 STANDARD OF CARE............................................................................5 SECTION 9 INDEMNIFICATION.................................................................................5 SECTION 10 COMPLIANCE WITH APPLICABLE CODE REQUIREMENTS.............6 SECTION 11 INSURANCE AND BONDS.....................................................................6 SECTION 12 PROHIBITION AGAINST TRANSFERS. ................................................6 SECTION 13 NOTICES. ................................................................................................7 SECTION 14 DISPUTE RESOLUTION.........................................................................8 SECTION 15 DEFAULT...............................................................................................11 SECTION 16 CITY'S RIGHTS AND REMEDIES........................................................12 SECTION 17 CONTRACTOR'S RIGHTS AND REMEDIES. .....................................15 SECTION 18 ACCOUNTING RECORDS. ..................................................................16 SECTION 19 INDEPENDENT PARTIES. ...................................................................16 SECTION 20 NUISANCE.............................................................................................16 SECTION 21 PERMITS AND LICENSES. ..................................................................17 SECTION 22 WAIVER. ................................................................................................17 SECTION 23 CONFLICTS WITH THE CONSTRUCTION CONTRACT....................17 SECTION 24 GOVERNING LAW. ...............................................................................17 SECTION 25 COMPLETE AGREEMENT...................................................................17 SECTION 26 SURVIVAL OF CONTRACT..................................................................17 SECTION 27 ADDITIONAL CONTRACT REQUIREMENTS. ....................................17 SECTION 28 SANTA MONICA LIVING WAGE ORDINANCE...................................18 SECTION 29 SANTA MONICA OAKS INITIATIVE NOTICE......................................18 SECTION 30 PUBLIC WORKS CONTRACTOR REGISTRATION PROGRAM........18 SECTION 31 labor enforcement task force.................................................................19 SECTION 32 GOVERNMENTAL POWERS. ..............................................................19 SECTION 33 SEVERABILITY. ....................................................................................19 SECTION 34 EXHIBITS...............................................................................................20 SECTION 35 COUNTERPART SIGNATURES...........................................................20 
DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D Contract No. 11449 (CCS)
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CONSTRUCTION CONTRACT
THIS CONSTRUCTION CONTRACT entered into on ______________(“Execution Date”) by and between the CITY OF SANTA MONICA, a California municipal corporation ("City"), and Olympos Construction, Inc. ("Contractor"), is made with reference to the following:

R E C I T A L S:

A. City is a municipal corporation duly organized and validly existing under the laws of the State of California with the power to carry on its business as it is now being conducted under the statutes of the State of California and the Charter of City.

B. Contractor is a Corporation duly organized and in good standing in the State of California, License Number 940910. Contractor represents that it is duly licensed by the State of California and has the background, knowledge, experience and expertise to perform the obligations set forth in this Construction Contract.

C. On May 8, 2023, City issued a Notice Inviting Bids to contractors for 2800 Airport Avenue Renovation Project. A copy of City’s Notice Inviting Bids is attached hereto as Exhibit 1 and incorporated by reference. In response to City’s Notice Inviting Bids, Contractor submitted its Bid. A copy of Contractor’s Bid is attached hereto as Exhibit 2 and incorporated herein by reference. Also attached hereto and incorporated by reference are the General Conditions (Exhibit 3), Plans, Special Provisions and/or Technical Specifications (Exhibit 4), Payment and Performance Bonds (Exhibit 5), Insurance Requirements (Exhibit 6), Oaks Initiative Disclosure (Exhibit 7), Living Wage Certification (Exhibit 8), Prevailing Wage Acknowledgment Form (if applicable) (Exhibit 9).

D. City and Contractor desire to enter into this Construction Contract for the 2800 Airport Avenue Renovation Project, and other services as identified in the Bid Documents for the 2800 Airport Avenue Renovation Project upon the following terms and conditions.

NOW THEREFORE, in consideration of the mutual promises and undertakings hereinafter set forth and for other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, it is mutually agreed by and between the undersigned parties as follows:

SECTION 1 INCORPORATION OF RECITALS AND DEFINITIONS.

1.1 Recitals.

All of the recitals are incorporated herein by reference.

1.2 Definitions.

Capitalized terms shall have the meanings set forth in this Construction Contract and/or in the General Conditions. If there is a conflict between the definitions in this Construction Contract and in the General Conditions, the definitions in this Construction Contract shall prevail.

SECTION 2 THE PROJECT.

The Project is the construction of the 2800 Airport Avenue Renovation Project. ("Project").

DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D 11/3/2023
Contract No. 11449 (CCS)
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SECTION 3 THE CONTRACT DOCUMENTS.

The Contract Documents consist of the following collection of documents:
(i) Notice Inviting Pre-Qualification Statements, Pre-Qualification Statement, and PreQualification Checklist (if applicable). (ii) Executed Construction Contract between City and Contractor. (iii) Notice Inviting Bids.
(iv) Instructions to Bidders
(v) Bidding Addenda.
(vi) Contractor's Bid.
(vii) General Conditions.
(viii) Special Provisions and Technical Specifications. (ix) Performance and Payment Bonds.
(x) Insurance Forms.
(xi) Plans and Drawings.
(xii) Reports listed in the Bidding Documents.
(xiii) Supplements, Attachments, and Exhibits attached to the above items. (xiv) Modifications.
(xv) Change Orders.
(xvi) Field Orders.

SECTION 4 THE WORK.

The Work includes all labor, materials, equipment, services, permits, licenses and taxes, and all other things necessary for Contractor to perform its obligations and complete the Project, including, without limitation, any Changes requested by City, in accordance with the Contract Documents and all Applicable Code Requirements.

SECTION 5 PROJECT TEAM.

In addition to Contractor, City has retained, or may retain, consultants and contractors to provide professional and technical consultation for the design and construction of the Project. The Project requires that Contractor operate efficiently, effectively and cooperatively with City as well as all other members of the Project Team.

SECTION 6 TIME OF COMPLETION.

6.1 Time Is of Essence.

Time is of the essence with respect to all time limits set forth in the Contract Documents.

6.2 Commencement of Work.

Contractor shall commence the Work on the date specified in City’s Notice to Proceed.

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6.3 Contract Time.

Contractor shall diligently prosecute the Work to Substantial Completion within 180 Calendar Days after the date specified in City’s Notice to Proceed.

6.4 Liquidated Damages.

6.4.1 Entitlement.

City and Contractor acknowledge and agree that if Contractor fails to fully and satisfactorily complete the Work within the Contract Time, City will suffer, as a result of Contractor’s failure, substantial damages which are both extremely difficult and impracticable to ascertain. Such damages may include, but are not limited to:
(i) Loss of public confidence in City and its contractors and consultants. (ii) Loss of public use of public facilities.
(iii) Extended disruption to public.

6.4.2 Daily Amount.

City and Contractor have reasonably endeavored, but failed, to ascertain the precise amount relationship to the actual damage that City will incur if Contractor fails to achieve Substantial Completion of the entire Work within the Contract Time.

Therefore, the parties agree that in addition to all other damages to which City may be entitled other than delay damages, in the event Contractor shall fail to achieve Substantial Completion of the entire Work within the Contract Time, Contractor shall pay City as liquidated damages the amount of $1,000 per day for each Day occurring after the expiration of the Contract Time until Contractor achieves Substantial Completion of the entire Work. The liquidated damages amount is not a penalty but considered to be a reasonable estimate of the amount of damages City will suffer.

6.4.3 Apportionment.

Such liquidated damages shall be subject to apportionment for delays to Substantial Completion for which Contractor is entitled to receive an extension of time under the Contract Documents. Such apportionment shall not be affected by the fact that liquidated damages may not be capable of apportionment for other periods of time during which there have occurred delays concurrently caused by both City and Contractor. It being the Contractor’s obligation to have the entire Work Substantially Completed within the Contract Time, it is agreed that such liquidated damages shall not be apportioned for portions of the Work completed prior to expiration of the Contract Time.

6.4.4 Exclusive Remedy.

City and Contractor acknowledge and agree that this liquidated damages provision shall be City’s only remedy for delay damages caused by Contractor’s failure to achieve Substantial Completion of the entire Work within the Contract Time.

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6.4.5 Damages upon Abandonment.

In the event that Contractor either abandons the Work or is terminated for default in accordance with the provisions of Section 16 of this Construction Contract, City shall have the right, in its sole discretion exercised by written notice issued either before or after Substantial Completion, to elect to either assert or waive its right to liquidated damages under this Paragraph 6.4.
.1 If City elects to assert its right to liquidated damages, then the liquidated damages shall be calculated from expiration of the Contract Time to the date that Substantial Completion of the Work is achieved by City or its replacement contractor employed to complete Contractor's performance. .2 If City elects to waive its right to liquidated damages, then Contractor shall be liable to City, in lieu of the liquidated damages provided for in this Paragraph 6.4, for all actual Losses proximately resulting from Contractor's failure to complete the Work within the Contract Time.

6.4.6 Other Remedies.

The parties further acknowledge and agree that City is entitled to any and all available legal and equitable remedies City may have where City’s Losses are caused by any reason other than Contractor’s failure to achieve Substantial Completion of the entire Work within the Contract Time.

6.5 Adjustments to Contract Time.

The Contract Time may only be adjusted for time extensions approved by City and agreed to by Change Order executed by City and Contractor in accordance with the requirements of the Contract Documents.

SECTION 7 COMPENSATION TO CONTRACTOR.

7.1 Contract Sum.

Contractor shall be compensated for satisfactory completion of the Work in compliance with the Contract Documents the Contract Sum of THREE MILLION ELEVEN THOUSAND DOLLARS ($3,011,000.00)

7.2 Full Compensation.

The Contract Sum shall be full compensation for all Work provided by Contractor and, except as otherwise expressly permitted by the terms of the Contract Documents, shall cover all Losses arising out of the nature of the Work or from the acts of the elements or any unforeseen difficulties or obstructions which may arise or be encountered in performance of the Work until its Acceptance by City, all risks connected with the Work, and any and all expenses incurred due to suspension or discontinuance of the Work. The Contract Sum may only be adjusted for Change Orders issued, executed and satisfactorily performed in accordance with the requirements of the Contract Documents.

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7.3 Compensation for Extra or Deleted Work.

The Contract Sum shall be adjusted (either by addition or credit) for Changes in the Work involving Extra Work or Deleted Work on the basis of both of the following:
(i) The sum of Allowable Costs as defined in Paragraph 7.2.5 of the General Conditions to be added (for Extra Work) or credited (for Deleted Work) and (ii) An additional sum (for Extra Work) or deductive credit (for Deleted Work) based on Contractor Markup and Subcontractor/Sub-subcontractor Markups allowable pursuant to this Section 7.3.

Contractor Markup and Subcontractor/Sub-subcontractor Markups set forth herein are the full amount of compensation to be added for Extra Work or to be subtracted for Deleted Work that is attributable to overhead (direct and indirect) and profit of Contractor and of its Subcontractors and Sub-subcontractors, of every Tier. Contractor Markup and Subcontractor/Sub-subcontractor Markups, which shall not be compounded, shall be computed as follows:

7.3.1 Self-Performed Work.
15% of the Allowable Costs for that portion of the Extra Work or Deleted Work to be performed by Contractor with its own forces.

7.3.2 Subcontractors.
15% of the Allowable Costs for that portion of the Extra Work or Deleted Work to be performed by a first Tier Subcontractor with its own forces, plus 5% thereon for Contractor Markup.

7.3.3 Sub-subcontractors.
15% of the Allowable Costs of that portion of the Work to be performed by Subsubcontractors of the second and lower Tier with their own forces, plus 5% thereon for the Subcontractor, plus 5% on the combined total thereof for Contractor Markup.

SECTION 8 STANDARD OF CARE.

Contractor agrees that the Work shall be performed by qualified, experienced and well-supervised personnel. All services performed in connection with this Construction Contract shall be performed in a manner consistent with the standard of care under California law applicable to those who specialize in providing such services for projects of the type, scope and complexity of the Project.

SECTION 9 INDEMNIFICATION.

9.1 Hold Harmless.

To the fullest extent allowed by law, Contractor hereby agrees to defend, indemnify, and hold harmless City, its City Council, boards and commissions, officers, agents, employees, representatives and volunteers (hereinafter collectively referred to as "Indemnitees"), through legal counsel acceptable to City, from and against any and all Losses arising directly or indirectly from, or in any manner relating to any of, the following:
(i) Performance or nonperformance of the Work by Contractor or its Subcontractors or Sub-subcontractors, of any Tier;
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(ii) Performance or nonperformance by Contractor or its Subcontractors or Subsubcontractors, of any Tier, of any of the obligations under the Contract Documents;
(iii) The construction activities of Contractor or its Subcontractors or Subsubcontractors, of any Tier, either on the Site or on other properties; (iv) The payment or nonpayment by Contractor of any of its Subcontractors or Subsubcontractors, of any Tier, for Work performed on or off the Site for the Project; and
(v) Any personal injury, property damage or economic loss to third persons associated with the performance or nonperformance by Contractor or its Subcontractors or Sub-subcontractors, of any Tier, of the Work.

However, nothing contained herein shall be construed as obligating Contractor to indemnify any Indemnitee for Losses resulting from the sole or active negligence or willful misconduct of the Indemnitee. Contractor shall pay City for any costs incurred in enforcing this provision. Nothing in the Contract Documents shall be construed to give rise to any implied right of indemnity in favor of Contractor against City or any other Indemnitee.

9.2 Survival.

The provisions of Section 9 shall survive the termination of this Construction Contract.

SECTION 10 COMPLIANCE WITH APPLICABLE CODE REQUIREMENTS.

This Project constitutes "public works" within the meaning of California Labor Code section 1720 et seq and is subject to the prevailing wage laws. Contractor agrees to be subject to and comply with all applicable federal, state and municipal laws, codes, ordinances and regulations governing the Work, including, but not limited to:
(i) The applicable provisions of the California Labor Code; (ii) Chapter 7.28, Prevailing Wage and Apprenticeship Law, of the Santa Monica Municipal Code;
(iii) Chapter 4.65, Living Wage Ordinance, of the Santa Monica Municipal Code; and (iv) Oaks Initiative requirements.

SECTION 11 INSURANCE AND BONDS.

Prior to the commencement of any Work, Contractor shall provide City with evidence that it has obtained insurance and Performance and Payment Bonds satisfying all requirements in Article 11 of the General Conditions. Failure to do so shall be deemed a material breach of this Construction Contract.

SECTION 12 PROHIBITION AGAINST TRANSFERS.

City is entering into this Construction Contract based upon the stated experience and qualifications set forth in Contractor’s Bid. Accordingly, Contractor shall not assign, hypothecate or transfer this Construction Contract or any interest therein directly or indirectly, by operation of law or otherwise without the prior written consent of City. Any assignment, hypothecation or transfer without said consent shall be null and void.

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For purposes of applying the provisions of this Section, the sale, assignment, transfer or other disposition of any of the issued and outstanding capital stock of Contractor or of any general partner or joint venturer or syndicate member of Contractor, if a partnership or joint venture or syndicate or co-tenancy exists, which shall result in changing the control of Contractor, shall be construed as an assignment of this Construction Contract. Control means more than fifty percent (50%) of the voting power of the corporation or other entity.

SECTION 13 NOTICES.

13.1 Method of Notice.

Except as provided in Section 13.2 below, all notices, demands, requests or approvals to be given under this Construction Contract shall be given in writing and conclusively shall be deemed served on the earlier of the following:
(i) On the date delivered if delivered personally;
(ii) On the third business day after the deposit thereof in the United States mail, postage prepaid, and addressed as hereinafter provided; (iii) On the date sent if sent by facsimile transmission; or (iv) On the date it is accepted or rejected if sent by certified mail.

13.2 Notice Recipients.

All notices, demands or requests (including, without limitation, Claims) from Contractor to City at:

City of Santa Monica, Public Works, Architectural Service Division 1685 Main Street, Mail Stop #15
Santa Monica, California 90401
Attention: Alex Parry, Project Manager
Re: 2800 Airport Avenue Renovation Project, 11449 (CCS)

In addition, copies of all Claims by Contractor under this Construction Contract shall be provided to the following:

Santa Monica City Attorney Office
1685 Main Street, Third Floor
Santa Monica, California 90401
Attention: City Attorney
Re: 2800 Airport Avenue Renovation Project, 11449 (CCS) All Claims shall be delivered personally or sent by certified mail.

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All notices, demands, requests or approvals from City to Contractor shall be addressed to:

Olympos Construction, Inc.
80 W Cochran Street, Unit A
Simi Valley, CA 93065
Attention: Christos Skianis
Re: 2800 Airport Avenue Renovation Project, 11449 (CCS)

13.3 Change of Address.

In the event of any change of address, the moving party is obligated to notify the other party of the change of address in writing. Each party may, by written notice only, add, delete or replace any listed individuals.

SECTION 14 DISPUTE RESOLUTION.

14.1 Resolution of Contract Disputes.

Contractor Claims (as defined by Public Contract Code Section 9204(c)) and General Conditions Section 1.1.18 shall be resolved by the parties in accordance with General Conditions Section 4.2 and applicable law. The procedures set forth in General Conditions Section 4.2 shall be the exclusive recourse of Contractor for such claims.

14.2 Resolution of Other Disputes.

14.2.1 Other Disputes.

The definition of Contractor Claims shall not include any of the following:
(i) Penalties or forfeitures prescribed by statute or regulation imposed by a governmental agency (other than relief from damages or penalties for delay assessed by a public entity under a contract for a public works project); (ii) Third party tort claims for personal injury, property damage or death relating to any Work performed by Contractor or its Subcontractors or Subsubcontractors of any Tier; (iii) False claims liability under California Government Code Section 12650, et. seq.;
(iv) Defects in the Work first discovered by City after Final Payment by City to Contractor; or
(vi) The right of City to specific performance or injunctive relief to compel performance of any provision of the Contract Documents or for other City claims against the Contractor.

14.2.2 Litigation, City Election.

Matters that do not constitute Contractor Claims shall be resolved by way of an action filed in the Superior Court of the State of California, County of Los Angeles, West District, and shall not be subject to the Contract Dispute Resolution Process.

However, the City reserves the right, in its sole and absolute discretion, to treat such disputes as Contract Disputes.

Upon written notice by City of its election as provided in the preceding sentence, such dispute shall be submitted by the parties and finally decided pursuant to the Contract Dispute Resolution Process in the manner as required for Contract DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D Contract No. 11449 (CCS)
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Disputes, including, without limitation, City’s right under Paragraph 14.4.2 to defer resolution and final determination until after Final Completion of the Work.

14.3 Submission of Contractor Claim.

14.3.1 By Contractor.

Contractor shall submit a written Contractor Claim in accordance with Section 4.2 of the General Conditions.

14.3.2 By City.

City's right to commence the Contract Dispute Resolution Process shall arise at any time following City's actual discovery of the circumstances giving rise to the Contract Dispute. Nothing contained herein shall preclude City from asserting Contract Disputes in response to a Claim asserted by Contractor. A Statement of Contract Dispute submitted by City shall state the events or circumstances giving rise to the Contract Dispute, the dates of their occurrence and the damages or other relief claimed by City as a result of such events.

14.4 Contract Dispute Resolution Process.

The parties shall utilize each of the following steps in the Contract Dispute Resolution Process in the sequence they appear below. Each party shall participate fully and in good faith in each step in the Contract Dispute Resolution Process, which good faith effort shall be a condition precedent to the right of each party to proceed to the next step in the process.

14.4.1 Response by City.

The time periods for the City's response are set forth in General Conditions Section

4.2.6; however, any failure to respond shall be governed by General Condition Section 4.2.9.

14.4.2. Meet and Confer Conference.

If the claimant disputes the City's written response, or if the City fails to respond to a claim issued within the time prescribed in General Conditions Section 4.2, the claimant may demand in writing and an informal conference to meet and confer for settlement of the issue in dispute. Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt requested, the City shall schedule a meet and confer conference within 30 days for settlement of the dispute.

14.4.3 Mediation.
(i) Within ten (10) business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, the City 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 sixty (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 City and the claimant sharing the associated costs equally.

The City and the claimant shall mutually agree to a mediator within ten (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 DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D Contract No. 11449 (CCS)
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14.4.4 Binding Arbitration.

If the Contract Dispute is not resolved by mediation, then the party wishing to further pursue resolution or determination of the Contract Dispute shall submit the Contract Dispute for final and binding arbitration pursuant to the provisions of California Public Contract Code Sections 10240, et seq. The award of the arbitrator therein shall be final and may be entered as a judgment by any court of competent jurisdiction. Such arbitration shall be conducted in accordance with the following:
.1 Arbitration Initiation. The arbitration shall be initiated by filing a complaint in arbitration in accordance with the regulations promulgated pursuant to California Public Contract Code Section 10240.5.
.2 Qualifications of the Arbitrator. The arbitrator shall be selected based by mutual agreement of the parties. The arbitrator shall be a retired judge or an attorney with at least five (5) years of experience with public works construction contract law and in arbitrating public works construction disputes. In addition, the arbitrator shall have at least twenty (20) hours of formal training in arbitration skills. In the event the parties cannot agree upon a mutually acceptable arbitrator, then the provisions of California Public Contract Code Section 10240.3 shall be followed in selecting an arbitrator possessing the qualifications required herein. .3 Hearing Days and Location. Arbitration hearings shall be held at the offices of City and shall, except for good cause shown to and determined by the arbitrator, be conducted on consecutive business days, without interruption or continuance.
.4 Hearing Delays. Arbitration hearings shall not be delayed except upon good cause shown.
.5 Recording Hearings. All hearings to receive evidence shall be recorded by a certified stenographic reporter, with the costs thereof borne equally by City and Contractor and allocated by the arbitrator in the final award.

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(i) Ten (10) percipient witnesses for City and ten (10) percipient witnesses for Contractor and
(ii) Expert witnesses.

Upon a showing of good cause, the arbitrator may increase the number of permitted depositions. An individual who is both percipient and expert shall, for purposes of applying the foregoing numerical limitation only, be deemed an expert. Expert reports shall be exchanged prior to receipt of evidence, in accordance with the direction of the arbitrator, and expert reports (including initial and rebuttal reports) not so submitted shall not be admissible as evidence
.7 Authority of the Arbitrator. The arbitrator shall have the authority to hear dispositive motions and issue interim orders and interim or executory awards.
.8 Waiver of Jury Trial. Contractor and City each voluntarily waives its right to a jury trial with respect to any Contract Dispute that is subject to binding arbitration in accordance with the provisions of this Paragraph 14.4.4.

Contractor shall include this provision for waiver of jury trial, waiving the right to jury trial in any action involving City as a party in its contracts with its Subcontractors who provide any portion of the Work.

14.5 Non-Waiver.

There shall be no waiver of the rights granted pursuant to the Dispute Resolution Process, unless specifically set forth in Public Contract Code Section 9204((f)(1) or (2). Specifically, participation in the Contract Dispute Resolution Process shall not constitute a waiver, release or compromise of any defense of City, including, without limitation, any defense based on the assertion that the rights or Claims of Contractor that are the basis of a Contract Dispute were previously waived by Contractor due to failure to comply with the Contract Documents, including, without limitation, Contractor’s failure to comply with any time periods for providing notice of requests for adjustments of the Contract Sum or Contract Time or for submission of Claims or supporting documentation of Claims.

SECTION 15 DEFAULT.

15.1 Notice of Default.

In the event that City determines, in its sole discretion, that Contractor has failed or refused to perform any of the obligations set forth in the Contract Documents, or is in breach of any provision of the Contract Documents, City may give written notice of default to Contractor in the manner specified for the giving of notices in the Construction Contract.

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15.2 Opportunity to Cure Default.

Except for emergencies, Contractor shall cure any default in performance of its obligations under the Contract Documents within two (2) Days after receipt of written notice. However, if the breach cannot be reasonably cured within such time, Contractor will commence to cure the breach within two (2) Days and will diligently and continuously prosecute such cure to completion within a reasonable time, which shall in no event be later than ten (10) Days after receipt of such written notice.

SECTION 16 CITY'S RIGHTS AND REMEDIES.

16.1 Remedies Upon Default.

In the event that Contractor fails to cure any default of this Construction Contract within the time period set forth above in Section 15, then City may pursue any remedies available under law or equity, including, without limitation, the following:

16.1.1 Delete Certain Services.

City may, without terminating the Construction Contract, delete certain portions of the Work, reserving to itself all rights to Losses related thereto.

16.1.2 Perform and Withhold.

City may, without terminating the Construction Contract, engage others to perform the Work or portion of the Work that has not been performed by Contractor and withhold the cost thereof to City from future payments to Contractor, reserving to itself all rights to Losses related thereto.

16.1.3 Suspend The Construction Contract.

City may, without terminating the Construction Contract and reserving to itself all rights to Losses related thereto, suspend all or any portion of this Construction Contract for as long a period of time as City determines, in its sole discretion, appropriate, in which event City shall have no obligation to adjust the Contract Sum or Contract Time, and shall have no liability to Contractor for damages if City directs Contractor to resume Work.

16.1.4 Terminate the Construction Contract for Default.

City may terminate all or any part of this Construction Contract for default in accordance with Paragraph 16.4 below, reserving to itself all rights to Losses related thereto.

16.1.5 Invoke the Performance Bond.

City may, with or without terminating the Construction Contract and reserving to itself all rights to Losses related thereto, exercise its rights under the Performance Bond.

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16.1.6 Additional Provisions.

All of City’s rights and remedies under this Construction Contract are cumulative, and shall be in addition to those rights and remedies available in law or in equity.

Designation in the Contract Documents of certain breaches as material shall not be construed as implying that other breaches not so designated are not material nor shall such designations be construed as limiting City’s right to terminate the Construction Contract, or the exercise of its other rights or remedies for default, to only material breaches. City’s determination of whether there has been noncompliance with the Construction Contract so as to warrant exercise by City of its rights and remedies for default under the Construction Contract, shall be binding on all parties. No termination or action taken by City after such termination shall prejudice any other rights or remedies of City provided by law or equity or by the Contract Documents upon such termination; and City may proceed against Contractor to recover all liquidated damages and Losses suffered by City.

16.2 Delays by Sureties.

Without limitation to any of City’s other rights or remedies under the law, City has the right to suspend the performance by Contractor’s sureties in the event of any of the following:
(i) Failure of the sureties to begin Work within a reasonable time in such manner as to insure full compliance with the Construction Contract within the Contract Time; (ii) Abandonment of the Work;
(iii) If at any time City is of the opinion the Work is unnecessarily or unreasonably delayed;
(iv) Willful violation of any terms of the Construction Contract; (v) Failure to perform according to the Contract Documents; or (vi) Failure to follow instructions of City for its completion within the Contract Time.

City will serve notice of such failure upon the sureties and in the event the sureties neglect or refuse to cure the breach within the time specified in such notice, City shall have the power to suspend the performance or any part thereof of the sureties.

16.3 Damages to City.

16.3.1 For Contractor's Default.

City will be entitled to recovery of all Losses under law or equity in the event of Contractor’s default under the Contract Documents.

16.3.2 Compensation for Losses.

In the event that City's Losses arise from Contractor’s default under the Contract Documents, City shall be entitled to withhold monies otherwise payable to Contractor until Final Completion of the Project. If City incurs Losses due to Contractor’s default, then the amount of Losses shall be deducted from the amounts withheld. Should the amount withheld exceed the amount deducted, the balance will be paid to Contractor or its designee upon Final Completion of the Project. If the Losses incurred by City exceed the amount withheld, Contractor shall be liable to City for the difference and shall promptly remit same to City.

16.4 Termination of the Construction Contract for Default.

Without limitation to any of City’s other rights or remedies at law or in equity, and reserving to itself all rights to Losses related thereto, City shall have the right to terminate this Construction Contract, in whole or in part, upon the failure of Contractor to promptly cure DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D Contract No. 11449 (CCS)
SP2686
Public Works | Construction Contract | April 2023 CC-14 any default as required by Section 15. City’s election to terminate the Construction Contract for default shall be communicated by giving Contractor a written notice of termination in the manner specified for the giving of notices in the Construction Contract.

Any notice of termination given to Contractor by City shall be effective immediately, unless otherwise provided therein.

16.5 Suspension by City for Convenience.

City may, at any time and from time to time, without cause, order Contractor, in writing, to suspend, delay, or interrupt the Work in whole or in part for such period of time, up to an aggregate of fifty percent (50%) of the Contract Time, as City may determine, with such period of suspension to be computed from the date of the written order. Such order shall be specifically identified as a Suspension Order by City. Upon receipt of a Suspension Order, Contractor shall, at City’s expense, comply with its terms and take all reasonable steps to minimize costs allocable to the Work covered by the Suspension Order during the period of Work stoppage. Within the period of the above noted aggregate time, or such extension to that period as is agreed upon by Contractor and City, City shall either cancel the Suspension Order or delete the Work covered by such Suspension Order by issuing a Change Order. If a Suspension Order is canceled or expires, Contractor shall resume and continue with the Work. A Change Order will be issued to cover any adjustments of the Contract Sum or the Contract Time necessarily caused by such suspension. The provisions of this Paragraph 16.5 shall not apply if a Suspension Order is not issued by City. A Suspension Order shall not be required to stop the Work as permitted or required under any other provision of the Contract Documents.

16.6 Termination Without Cause.

City shall have the option, at its sole discretion and without cause, of terminating this Construction Contract in part or in whole by giving thirty (30) Days written notice to Contractor. Contractor agrees to accept such sums as allowed under this Paragraph 16.6 as its sole and exclusive compensation and waives any claim for other compensation or Losses, including, but not limited to, loss of anticipated profits, loss of revenue, lost opportunity, or other consequential, direct, indirect or incidental damages of any kind.

16.6.1 Compensation.

Following such termination and within forty-five (45) Days after receipt of a billing from Contractor seeking payment of sums authorized by this Paragraph 16.6, City shall pay to Contractor as its sole compensation for performance of the Work the following:
.1 For Work Performed. The amount of the Contract Sum allocable to the portion of the Work properly performed by Contractor as of the date of termination, less sums previously paid to Contractor.
.2 For Close-out Costs. Reasonable costs of Contractor and its Subcontractors and Sub-subcontractors for:
(i) Demobilizing and
(ii) Administering the close-out of its participation in the Project (including, without limitation, all billing and accounting functions, not including attorney or expert fees) for a period of no longer than thirty (30) Days after receipt of the notice of termination in an amount not to exceed the daily sum payable to Contractor for Compensable Delays pursuant to Section 8.3 of General Conditions.

DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D Contract No. 11449 (CCS)
SP2686
Public Works | Construction Contract | April 2023 CC-15 .3 For Fabricated Items. Previously unpaid cost of any items delivered to the Project Site which were fabricated for subsequent incorporation in the Work.

16.6.2 Subcontractors.

Contractor shall include provisions in all of its subcontracts, purchase orders and other contracts permitting termination for convenience by Contractor on terms that are consistent with this Construction Contract and that afford no greater rights of recovery against Contractor than are afforded to Contractor under this Section

16.6. 16.7 Contractor’s Duties Upon Termination.

Upon receipt of a notice of termination for default or for convenience, Contractor shall, unless the notice directs otherwise, do the following:
(i) Immediately discontinue the Work to the extent specified in the notice; (ii) Place no further orders or subcontracts for materials, equipment, services or facilities, except as may be necessary for completion of such portion of the Work as is not discontinued;
(iii) Provide to City a description, in writing no later than fifteen (15) days after receipt of the notice of termination, of all subcontracts, purchase orders and contracts that are outstanding, including, without limitation, the terms of the original price, any changes, payments, balance owing, the status of the portion of the Work covered and a copy of the subcontract, purchase order or contract and any written changes, amendments or modifications thereto, together with such other information as City may determine necessary in order to decide whether to accept assignment of or request Contractor to terminate the subcontract, purchase order or contract; (iv) Promptly assign to City those subcontracts, purchase orders or contracts, or portions thereof, that City elects to accept by assignment and cancel, on the most favorable terms reasonably possible, all subcontracts, purchase orders or contracts, or portions thereof, that City does not elect to accept by assignment; and
(v) Thereafter do only such Work as may be necessary to preserve and protect Work already in progress and to protect materials, plants, and equipment on the Project Site or in transit thereto.

SECTION 17 CONTRACTOR'S RIGHTS AND REMEDIES.

17.1 Contractor’s Remedies.

Contractor may terminate this Construction Contract for cause only upon the occurrence of one of the following:

17.1.1 For Work Stoppage.

The Work is stopped for sixty (60) consecutive Days, through no act or fault of Contractor, any Subcontractor, or any employee or agent of Contractor or any Subcontractor, due to issuance of an order of a court or other public authority other than City having jurisdiction or due to an act of government, such as a declaration of a national emergency making material unavailable.

DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D Contract No. 11449 (CCS)
SP2686
Public Works | Construction Contract | April 2023 CC-16

17.1.2 For City's Non-Payment.

If City does not make payment of sums that are not in good faith disputed by City and does not cure such default within ninety (90) Days after receipt of notice from Contractor, then upon an additional thirty (30) Days’ notice to City Contractor may terminate the Construction Contract.

17.2 Damages to Contractor.

In the event of termination for cause by Contractor, City shall pay Contractor the sums provided for in Paragraph16.6 above. Contractor agrees to accept such sums as its sole and exclusive compensation and agrees to waive any claim for other compensation or Losses, including, but not limited to, loss of anticipated profits, loss of revenue, lost opportunity, or other consequential, direct, indirect and incidental damages, of any kind.

SECTION 18 ACCOUNTING RECORDS.

18.1 Financial Management and City Access.

Contractor shall keep full and detailed accounts and exercise such controls as may be necessary for proper financial management under this Construction Contract in accordance with generally accepted accounting principles and practices consistently applied. City and City's accountants shall be afforded access at all times during normal business hours, to inspect, audit and copy Contractor's records, books, estimates, takeoffs, cost reports, ledgers, schedules, correspondence, instructions, drawings, receipts, subcontracts, purchase orders, vouchers, memoranda and other data relating to this Project, and Contractor shall preserve these for a period of three (3) years after the later of (i) final payment or (ii) final resolution of all Contract Disputes and other disputes or for such longer period as may be required by law.

18.2 Compliance with City Requests.

Contractor's compliance with any request by City pursuant to this Section18 shall be a condition precedent to filing or maintenance of any legal action or proceeding by Contractor against City and to Contractor's right to receive further payments under the Contract Documents. Any failure by Contractor to provide access to its business records for inspection or copying by City shall be specifically enforceable by issuance of a writ or a provisional or permanent mandatory injunction by a court of competent jurisdiction based on affidavits submitted to such court, without the necessity of oral testimony.

SECTION 19 INDEPENDENT PARTIES.

Both parties to this Construction Contract will be acting in an independent capacity and not as agents, employees, partners, or joint venturers of one another. City, its officers or employees shall have no control over the conduct of Contractor or its respective agents, employees, subconsultants, or subcontractors, except as herein set forth.

SECTION 20 NUISANCE.

Contractor shall not maintain, commit, nor permit the maintenance or commission of any nuisance in connection with the performance of services under this Construction Contract.

DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D Contract No. 11449 (CCS)
SP2686
Public Works | Construction Contract | April 2023 CC-17 SECTION 21 PERMITS AND LICENSES.

Contractor, at its sole expense, shall obtain and maintain during the term of this Construction Contract, all appropriate permits, licenses, and certificates that may be required in connection with the performance of services hereunder, including, but not limited to, a Santa Monica business license.

SECTION 22 WAIVER.

A waiver by City of any breach of any term, covenant, or condition contained herein shall not be deemed to be a waiver of any subsequent breach of the same or any other term, covenant, or condition contained herein, whether of the same or a different character.

SECTION 23 CONFLICTS WITH THE CONSTRUCTION CONTRACT.

City and Contractor agree that if there is any conflict between the terms of this Construction Contract and the other Contract Documents, this Construction Contract shall control.

SECTION 24 GOVERNING LAW.

This Construction Contract shall be construed in accordance with and governed by the laws of the State of California.

SECTION 25 COMPLETE AGREEMENT.

This Construction Contract represents the full and complete understanding of every kind or nature between the parties with respect to the services set forth in this Construction Contract, and all preliminary negotiations and contracts of whatever kind or nature are merged herein. No verbal agreed or implied covenant shall be held to vary the provisions of this Construction Contract. Any modification of this Construction Contract will be effective only upon written execution signed by both City and Contractor and approved as to form by City Attorney.

SECTION 26 SURVIVAL OF CONTRACT.

The provisions of the Construction Contract which by their nature survive termination of the Construction Contract or Final Completion, including, without limitation, all warranties, indemnities, payment obligations, and City’s right to audit Contractor’s books and records, shall remain in full force and effect after Final Completion or any termination of the Construction Contract.

SECTION 27 ADDITIONAL CONTRACT REQUIREMENTS.

This contract ( does or X does not) have special fund(s) involved requiring additional contract requirements, therefore this section ( does or X does not) apply.

This Contract includes the following source of fund(s) or the City intends to apply to the following source of fund(s) for reimbursement of the expenses associated with the work set forth in this Contract:

Community Development Block Grant (CDBG)
DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D Contract No. 11449 (CCS)
SP2686
Public Works | Construction Contract | April 2023 CC-18 Housing and Urban Development (HUD)
Metropolitan Transportation Authority (MTA)
Other: __________________________________
Therefore, City shall require Contractor to comply with the special fund(s) requirements (Exhibit 10), as they may be amended from time to time, in addition to all other requirements imposed by City.

SECTION 28 SANTA MONICA LIVING WAGE ORDINANCE.

This contract (X is or is not) subject to the City of Santa Monica’s Living Wage Ordinance.

The City of Santa Monica’s Living Wage Ordinance, Santa Monica Municipal Code Chapter 4.65 (“Living Wage Ordinance”), requires the payment of Minimum Wage for work done on any Contract over a certain threshold to any worker who does not actually work as a manager, supervisor or confidential employee, and who is not required to possess an occupational license.

The established Minimum Wage includes an annual adjustment each July 1st by an amount corresponding to the previous calendar year’s change in the Consumer Price Index for Urban Wage Earners and Clerical Workers in Los Angeles, Riverside and Orange Counties.

If this Contract is subject to such Living Wage Ordinance, then the contractor shall comply with all of its provisions. Failure to comply with the provisions of the Living Wage Ordinance shall be grounds for termination of this Contract. Questions concerning the Living Wage Ordinance may be directed to the City Finance Department at (310) 458-8281.

SECTION 29 SANTA MONICA OAKS INITIATIVE NOTICE.

This contract (X is or is not) subject to the City of Santa Monica’s Oaks Initiative.

Santa Monica’s voters adopted a City Charter amendment commonly known as the Oaks Initiative. It prohibits a public official from receiving specified personal benefits from a person or entity after the official votes, or otherwise takes official action, to award a “public benefit” to that person or entity. Examples of a “public benefit” include public contracts to provide goods or services worth more than $25,000 or a land use approval worth more than $25,000.

If this Contract is subject to such Oaks Initiative, then the Contractor shall comply with all of its provisions and disclosures. Failure to comply with the provisions of the Oaks Initiative shall be grounds for termination of this Contract. Questions concerning the Living Wage Ordinance may be directed to the City Finance Department at (310) 458-8281.

SECTION 30 PUBLIC WORKS CONTRACTOR REGISTRATION PROGRAM In accordance with State of California Senate Bill No. 854 (SB 854):

No contractor or subcontractor may be listed on a bid proposal for a public works project (submitted on or after March 1, 2015) unless registered with the Department of Industrial DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D Contract No. 11449 (CCS)
SP2686
Public Works | Construction Contract | April 2023 CC-19 Relations (DIR) pursuant to Labor Code section 1725.5 [with limited exceptions from this requirement for bid purposes only under Labor Code section 1771.1(a)].

No contractor or subcontractor may be awarded a contract for public work on a public works project (awarded on or after April 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5.

This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations (DIR).

As of April 1, 2015, contractors and subcontractors must furnish electronic certified payroll records to the Labor Commissioner (State of California, Division of Labor Standards Enforcement).

Please see the DIR website for complete details and actions. It is the responsibility of the contractor to ensure all DIR requirements and regulations are met and stay current. For more information on Senate Bill No. 854, see http://www.dir.ca.gov/Public-Works/SB854.html.

SECTION 31 LABOR ENFORCEMENT TASK FORCE
Contractor shall cooperate will all DIR Labor Enforcement Task Force (LETF) onsite investigations, including, without limitation, allowing DIR/LETF investigators onsite, providing access to any and all documents requested by DIR/LETF, and allowing investigators to meet with employees or laborers onsite.

SECTION 32 GOVERNMENTAL POWERS.

Nothing in this Agreement shall be deemed directly or indirectly to restrict or to impair in any manner or respect whatsoever any of City's governmental powers or rights or the exercise thereof by City, with respect to the Work or Project.

SECTION 33 SEVERABILITY.

In case a provision of this Construction Contract is held to be invalid, illegal or unenforceable, the validity, legality and enforceability of the remaining provisions shall not be affected.

DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D Contract No. 11449 (CCS)
SP2686
Public Works | Construction Contract | April 2023 CC-20 SECTION 34 EXHIBITS.

Exhibit 1 – Notice Inviting Bids.

Exhibit 2 – Contractor's Bid.

Exhibit 3 – General Conditions.

Exhibit 4 – Plans, Special Provisions and/or Technical Specifications.

Exhibit 5 – Payment and Performance Bonds.

Exhibit 6 – Insurance Requirements.

Exhibit 7 – Oaks Initiative Disclosure.

Exhibit 8 – Living Wage Certification.

Exhibit 9 – Prevailing Wage Acknowledgment Form (if applicable).

SECTION 35 COUNTERPART SIGNATURES.

This Construction Contract and all amendments and supplements to it may be executed in counterparts, and all counterparts together shall be construed as one document. Counterparts hereof that are transmitted by facsimile or electronic transmission shall be given identical legal effect as an original.

IN WITNESS WHEREOF, the parties have caused this Construction Contract to be executed the date and year first above written.

ATTEST:
______________________________

DENISE ANDERSON-WARREN
City Clerk
APPROVED AS TO FORM:
______________________________

LANE DILG
City Attorney

CITY OF SANTA MONICA,
a municipal corporation
By: ______________________________

RICK COLE
City Manager
ABC Corporation
#VENDOR
By: _______________________________
DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D 10/27/2023
City Attorney

DOUGLAS SLOAN
10/31/2023
Christos Skianis
CFO
Olympos Construction, Inc.

City Manager
11/3/2023
Denise Anderson-Warren Dave White
City Clerk
11/6/2023
Exhibit 1
Notice Inviting Bids
DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D DocuSign Envelope ID: 1529C31E-FD36-4CA6-BA95-A17EE3FD1236

CITY OF SANTA MONICA

NOTICE INVITING BIDS
NOTICE IS HEREBY GIVEN that the City of Santa Monica invites Contractors to complete and submit electronic bids for the:
2800 Airport Ave Renovations
SP2686
Bids will only be accepted through the CITY’S ONLINE VENDOR PORTAL, OpenGov Procurement or https://secure.procurenow.com/portal/santa-monica-ca. They must be received by the specified date and time. Late bids will not be accepted. Please allow sufficient time for uploading of documents. The bid opening will be electronic, all submitted bids will be viewable by the public via OpenGov Procurement immediately after bid close time.

MANDATORY PRE-BID JOB WALK:

Thursday May 18, 1:00 pm, 2800 Airport Ave, near 23rd Street.

PROJECT ESTIMATE: $2,000,000
CONTRACT DAYS: 180
LIQUIDATED DAMAGES: $1,000 Per Calendar Day
Bidding Documents may be obtained by logging onto the City’s bidding website at:
https://secure.procurenow.com/portal/santa-monica-ca. The Contractor is required to have an A & B license at the time of bid submission. Contractors wishing to be considered must submit Bids containing all information required pursuant to the City’s Request for Bids.

Pursuant to Public Contracts Code Section 22300, the Contractor shall be permitted to substitute securities for any monies withheld by the City to ensure performance under this Contract.

Dated: 5/3/2023
APPROVED AS TO FORM: CITY OF SANTA MONICA

DOUGLAS SLOAN
City Attorney
By:

David White
City Manager
TO BE PUBLISHED:

Public Works | Notice Inviting Bids – Over Threshold | January 2020 DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D Exhibit 2
Contractor’s Bid
DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D Exhibit 3
General Conditions
DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D 


 




  








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DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D Exhibit 4
Plans, Special Provisions and/or Technical Specifications DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D DN
DN
DN
AIRPORT AVE.

EX. BUILDING
EX. BUILDING
EX. BUILDING
DN
DN
DN
DN DN
DN
DN

EXISTING SHADE

STRUCTURE
DN

EXISTING SIDEWALK
P.O.T
P.O.T

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE
P
RO
P
E
RTY
LIN
E
P.O.T P.O.T
P.O.T
& AND
∠ ANGLE
@ AT

C CENTERLINE
ɸ DIAMETER OR ROUND
┴ PERPENDICULAR
# POUND OR NUMBER
ACC. ACCESSIBLE

A/C AIR CONDITIONING
ACOUS. ACOUSTICAL
A.D. AREA DRAIN
ADJ. ADJUSTABLE
AL. ALUMINUM
APPROX. APPROXIMATE
ARCH. ARCHITECTURAL
ASPH. ASPHALT
A.T. ACOUSTICAL TILE
BD. BOARD
BITUM. BITUMINOUS
BLDG. BUILDING

BLK BLOCK

BM BEAM

BOT BOTTOM

CAB CABINET
C.B. CATCH BASIN

CEM CEMENT

CER CERAMIC
C.I. CAST IRON
CLG. CEILING

CLKG CALKING
CLR. CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN
CONC. CONCRETE
CONN. CONNECTION
CONST. CONSTRUCTION
CONT. CONTINUOUS
C.T. CERAMIC TILE

CTR CENTER

DBL DOUBLE
DEPT. DEPARTMENT
D.F. DRINKING FOUNTAIN
DIA. DIAMETER

DET DETAIL

DIM DIMENSION

DISP DISPENSER

DN DOWN

DR DOOR

DS DOWNSPOUT

DWG DRAWING
E EAST
EA. EACH

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

EQ EQUAL

EQPT EQUIPMENT
(E) OR EXIST EXISTING

EXPO EXPOSED

EXP EXPANSION
E.J. EXPANSION JOINT

EXT EXTERIOR
F.A. FIRE ALARM
F.D. FLOOR DRAIN

FND FOUNDATION
F.E. FIRE EXTINGUISHER
F.E.C. FIRE EXTINGUISHER CABINET

FIN FINISH

FL FLOOR

FLASH FLASHING

FLUOR FLUORESCENT
F.O.C. FACE OF CONCRETE
F.O.F. FACE OF FINISH
F.O.S. FACE OF STUD

FPRF FIREPROOF

FT FOOT OR FEET

FTG FOOTING

FURR FURRING

GA GAUGE

GALV GALVANIZED
G.I. GALVANIZED IRON

GL GLASS

GND GROUND

GR GRADE
GYP. GYPSUM
H.B. HOSE BIB
H.C. HOLLOW CORE

HDWD HARDWOOD

HDWE HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HOUR

HT HEIGHT
I.D. INSIDE DIAMETER
(DIMENSION)

INSUL INSULATION

INT INTERIOR

JAN JANITOR

JT JOINT

KIT KITCHEN

LAM LAMINATE

LAV LAVATORY

LT LIGHT

MAX MAXIMUM
M.C. MEDICINE CABINET

MECH MECHANICAL

MEMB MEMBRANE

MTL METAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS
M.O. MASONRY OPENING

MTD MOUNTED

MRG MOISTURE RESISTANT
GYP. BD.

MUL MULLION

N NORTH
N.I.C. NOT IN CONTRACT
NO. NUMBER

NOM NOMINAL
N.T.S. NOT TO SCALE

O/ OVER

OBS OBSCURE
O.C. ON CENTER
O.D. OUTSIDE DIAMETER
(DIMENSION)
OFF. OFFICE

OPNG OPENING

OPP OPPOSITE

PRCST PRECAST

PL PLATE
P. LAM. PLASTIC LAMINATE

PLAS PLASTER

PLYWD PLYWOOD

PR PAIR

PT POINT
Q.T. QUARRY TILE

R RISER

RAD RADIUS
R.D. ROOF DRAIN

REF REFERENCE

REFR REFRIGERATOR

REINF REINFORCED

REQ REQUIRED

RESIL RESILIENT

RM ROOM
R.O. ROUGH OPENING

RWD REDWOOD

S SOUTH

SC SOLID CORE

SCHED SCHEDULE

SECT SECTION

SH SHELF

SHR SHOWER

SHT SHEET

SIM SIMILAR

SPEC SPECIFICATION

SQ SQUARE
S.STL. STAINLESS STEEL
S.SK. SERVICE SINK

STA STATION

STD STANDARD

STL STEEL

STOR STORAGE

STRUC STRUCTURAL

SUSP SUSPENDED

SYM SYMMETRICAL

TRD TREAD
T.B. TOWEL BAR
T.C. TOP OF CURB

TEL TELEPHONE

T&G TONGUE AND GROOVE

THK THICK
T.P. TOP OF PAVEMENT

TV TELEVISION
T.W. TOP OF WALL
TYP. TYPICAL

UNF UNFINISHED
U.N.O. UNLESS OTHERWISE
NOTED

UR URINAL

VERT VERTICAL

VEST VESTIBULE
W WEST

W/ WITH
W.C. WATER CLOSET

WD WOOD

W/O WITHOUT

WP WATERPROOF

WSCT WAINSCOT

WT WEIGHT
W.I. WROUGHT IRON

APPLICABLE STATE CODES (WITH CITY OF SANTA MONICA AMENDMENTS) CALIFORNIA BUILDING CODE 2019
CALIFORNIA RESIDENTIAL CODE 2019
CALIFORNIA GREEN BUILDING STANDARDS CODE 2019
CALIFORNIA MECHANICAL CODE 2019
CALIFORNIA ELECTRICAL CODE 2019
CALIFORNIA PLUMBING CODE 2019
CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS 2019

FEDERAL STANDARDS
ADA STANDARDS 2010
APN: 4272-026-902
OCCUPANCY GROUP: A-3
CONSTRUCTION TYPE: lll-N
EXISTING BUILDING AREA: 22003 S.F.

EXTERIOR AREA TO BE RENOVATED: 25167 S.F.

INTERIOR AREA TO BE RENOVATED: 9937 S.F.

OWNER

CITY OF SANTA MONICA
3223 DONALD DOUGLAS LOOP SOUTH
SANTA MONICA, CA 90405
CONTACT: PHILLIP TICUN
T: 424.330.9683
E: [email protected]

ARCHITECT

BOA ARCHITECTURE
1511 COTA AVENUE
LONG BEACH, CA 90813
CONTACT: EDWARD LOK NG
P: 562.912.7900
E: [email protected]
M.E.P. CONSULTANT

EDA INCORPORATED
10231 SLATER AVENUE SUITE 207
FOUNTAIN VALLEY CA 92708
CONTACT: KEVIN FRIEDMAN
T: 714.913.8393
E: [email protected]

STRUCTURAL ENGINEERING

FOR INTERIOR RENOVATION

PACIFIC ENGINEERING
17703 CRENSHAW BLVD.

TORRANCE, CA 90504
CONTACT: VICTOR CHAI-PRASERT
T: 310-516-9275
IMPROVEMENTS AT SANTA MONICA 2800 AA BLDG CONSIST OF:

SITE IMPROVEMENTS:

NEW ADA COMPLIANT PARKING, NEW CONCRETE WALKWAY AT NEW

ENTRANCE, REMOVE AND REPLACE EXISTING EXTERIOR LIGHTING, NEW

TRASH ENCLOSURE, NEW STAIR CASE AND HANDRAIL, REMOVAL AND

REPLACEMENT OF EXISTING HANDRAIL, NEW DOUBLE DOOR EXITING AT NEW

LOBBY AND WORKSHOP, REPAINT EXTERIOR WALLS, TRIM, AND FASCIA INTERIOR IMPROVEMENTS:

REMOVAL AND REPLACEMENT OF EXISTING CARPET / VINYL FLOORING,

REMOVAL AND REPLACEMENT OF EXISTING LIGHTING, REMOVAL OF EXISTING

AIR CONDITIONING SYSTEM / HEATING SYSTEM AND REPLACEMENT WITH NEW

HEATING AND COOLING SYSTEM, REMOVAL OF EXISTING CARPET AT HALLWAY

WALLS, REMOVAL OF EXISTING CANVAS WALLS AT HALLWAY, DEMOLITION OF SELECTED WALLS FOR NEW LOBBY AND EXISTING OFFICE 111, REMODEL OF

EXISTING WOMEN'S AND MEN'S RESTROOMS, REPAIR OF EXISTING WINDOWS, REPAIR OF EXISTING CEILING.

PROJECT

LOCATION
N
10 FREEWAY

NATIONAL BLVD

OCEAN PARK BLVD

S CENTINELA AVE

PALMS BLVD
23RD ST.

AIRPORT AVE

SANTA MONICA LANDING STRIP
P.O.T. (ACCESSIBLE

PATH OF TRAVEL)

DETAIL NUMBER

SHEET NUMBER

SECTION LETTER

SHEET NUMBER
A
B
C

ELEVATION LETTER

ELEVATION NUMBER

SHEET NUMBER
ROOM
NAME

ROOM NUMBER

DOOR NUMBER

RENOVATION

KEYNOTE
FINISH

KEYNOTE

DEMOLITION

KEYNOTE
ACCESSIBLE PATH OF TRAVEL (P.O.T) SHALL NOT EXCEED 5% MAX SLOPE AT WALKWAYS WITH 2% MAX CROSS SLOPE, SEE DRAWINGS FOR SLOPE SPECIFIED.

WHERE IRRIGATION IS TO REMAIN, CONTRACTOR SHALL PROTECT THESE ITEMS FROM DAMAGE DURING CONSTRUCTION & MAINTAIN IRRIGATION.

NOTE:

ALL VEGETATION AND DEBRIS ENCOUNTERED DURING CONSTRUCTION SHALL BE REMOVED FROM THE AREA OF THE PROPOSED CONSTRUCTION. ANY EXISTING FILL SOILS OF LOOSE SOILS EXPOSED AT THE PROPOSED GRADE OF ANY SLABS ONGRADE, OR ANY AREA TO RECEIVE FILL SOILS, SHALL BE REMOVED TO FIRM NATURAL SOILS AND WASTED OFF-SITE OR REPLACES AS COMPACTED FILL.

NOTE:

P.O.T. P.O.T. P.O.T.

1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND

DIMENSIONS PRIOR TO COMMENCING WORK, REPORTING ANY
DISCREPANCIES TO THE DESIGNER.

2. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS ON THE DRAWINGS.

3. GENERAL CONTRACTOR TO BE RESPONSIBLE FOR ALL DEMOLITION IN PREPARATION FOR NEW WORK.

4. PATCH, RESTORE, AND REFINISH ALL AREAS DAMAGED BY THE CONSTRUCTION WORK AND DEMOLITION.

5. REPAIR ALL TRANSITIONAL AREAS BETWEEN EXISTING AND NEW WORK DUE TO DEMOLITION.

6. PROTECT EXISTING CONSTRUCTION FINISHES, ADJACENT PROPERTY, PLANTING AND TREES. PROTECT THE WORK FROM RAIN AND OTHER NATURAL ELEMENTS. REPAIR, REFINISH, OR REPLACE ANY ITEMS DAMAGED DURING CONSTRUCTION.

7. COORDINATE W/ ENGINEER PRIOR TO DEMOLITION FOR ITEMS TO BE SALVAGED.

8. UTILITY SERVICES: CONTRACTORS AND SUB-CONTRACTORS SHALL

CONFIRM LOCATIONS OF UTILITIES AND NOTIFY ALL PERSONS WORKING ON SITE OF EXISTING UTILITIES. CONTRACTOR SHALL LOCATE AND

IDENTIFY ACTIVE UTILITY SERVICES AND TEMPORARY DE-ACTIVATE THEM WHEN THEY CONSTITUTE A HAZARD. LOCATION OF GAS, ELECTRIC

AND WATER METERS TO CONFORM WITH UTILITY COMPANY
REQUIREMENTS.

9. REGARDING DEMOLITION, CAP ALL EXISTING UTILITIES & PREPARE FOR NEW WORK AS REQUIRED.

10. CONTRACTOR SHALL PROVIDE TEMPORARY TOILET IN ACCORDANCE WITH LOCAL ORDINANCES IF NO EXISTING TOILET AVAILABLE ON SITE.

11. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL GOVERNING BLDG. CODES AND CITY ORDINANCES.

12. CONTRACTOR TO REFER TO ASBESTOS REPORT AND TREAT AREAS

CONTAINING ASBESTOS WITH LOW PRESSURE RINSE AND AVOID
FLAKING OR GRANDULAR OF MATERIAL CONTAING ASBESTOS.

EXISTING PARKING COUNT
EXISTING NON-COMPLIANT STALLS 47
EXISTING ADA STALLS 1
EXISTING TOTAL TOTAL COUNT 48

PROPOSED STANDARD PARKING COUNT
EXISTING NON-COMPLIANT STALLS 40
STANDARD STALLS (8'-6" X 18'-7") 2
COMPACT STALLS (7'-6" X 15'-7") 2
ADA STALLS 1
TOTAL PARKING COUNT 45
Edward
Lok Ng
C-16840
REN.11/30/23

L ICENSED ARCHITECT
STAT E OF CA L I FORN IA Client: Consultant: CAD Draft: Architect: Engineer:

Job Number:

Date Issue:

Client:

Designer: Architecture
InteriorsPlanning
1511 Cota Ave. Long Beach, CA 90813 Tel. 562-912-7900
These drawings and accompanying, as instruments of service, are the exclusive property of the Architect and their use and publication shall be restricted to the original site for which they were prepared. Re-use, reproduction or publication by any method, in whole or part, is prohibited by writtenpermission from the Architect. Title to these plans and specifications shall remain with the Architect without prejudice, and visual with them shall constitute prima facie eveidence of acceptance of these restrictions.

G:\Project Files\2971 Santa Monica 2800 AA Bldg Remodel\01-Drawings\01-Revit\3-CD\2971 Santa Monica 2800 AA Bldg Remodel.rvt3/23/2023 5:19:30 PM 2800 AIRPORT AVENUE
SANTA MONICA CALIFORNIA 90405
T1.0 JSJSLNSANTA MONICA 3/15/23
2971
SANTA MONICA 2800 AA BLDG

REMODEL
90% SUBMITTAL

TITLE SHEET AND SITE
PLAN
VC
N
O. REVISIO
N
D
A
TE IS
S
UED
1 SCALE: 1/16" = 1'-0"

SITE PLAN
SANTA MONICA 2800 AA BLDG

REMODEL
2800 AIRPORT AVE. SANTA MONICA CA, 90405

SHEET INDEX
T1.0 TITLE SHEET AND SITE PLAN
A1.0 DEMOLITION SITE PLAN
A1.1 RENOVATION SITE PLAN
A2.0 DEMOLITION FLOOR PLAN
A2.1 RENOVATION FLOOR PLAN
A2.2 ENLARGED PLANS
A3.0 DEMOLITION REFLECTIVE CEILING PLAN
A3.1 RENOVATION REFELECTIVE CEILING PLAN
A4.0 INTERIOR ELEVATIONS
A4.1 SECTION
A4.2 EXTERIOR ELEVATIONS
A5.0 ACCESSIBLE DETAILS
A5.1 DETAILS
S1.0 STRUCTURAL FOUNDATION PLAN
S2.0 STRUCTURAL ROOF FRAMING PLAN
SD1.0 TYPICAL DETAILS AND GENERAL NOTES
E1.0 LEGEND, SCOPE OF WORK, SHEET INDEX, SINGEL LINE

DIAGRAM, SWITCH GEAR ELEVATION
E1.1 PROJECT NOTES
E2.0 SITE PLAN
E2.1 DEMOLITION LIGHTING PLAN
E2.2 POWER PLAN
E2.3 RENOVATION LIGHTING PLAN
E2.4 BASEMENT POWER, LIGHTING PLAN
E2.5 ROOF PLAN
E3.0 PANEL SCHEDULES
E4.0 TITLE 24
M1.1 NOTES, LEGEND SCHEDULES, INDEX, ABBREVIATIONS
M1.2 SCHEDULES
M1.3 PROJECT NOTES
M2.1 TITLE SHEET AND SITE PLAN
M2.2 DEMO FLOOR PLAN
M2.3 RENO FLOOR PLAN
M2.4 DEMO ROOF PLAN
M2.5 RENO ROOF PLAN
M3.1 TITLE 24
P1.1 NOTES, LEGEND, SCHEDULES, INDEX, ABBREVIATIONS
P1.2 PROJECT NOTES
P2.1 SITE PLAN
P2.2 DEMO FLOOR PLAN
P2.3 DEMO FLOOR PLAN
P2.4 RENO FLOOR PLAN
P3.1 ISOMETRICS
P4.1 WATER CALCULATIONS
ABBREVIATIONS 10
APPLICABLE CODES 3
BUILDING DATA 4
PROJECT DIRECTORY 7
SCOPE OF WORK 2
VICINITY MAP 6
SYMBOL LEGEND 5
PATH OF TRAVEL (P.O.T.) NOTES
GENERAL NOTES 12

PARKING COUNT

NOT FOR CONSTRUCTION- FOR BIDDING ONLY
DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D DN
DN
DN
EXISTING WALLS TO REMAIN. PATCH AND REPAIR

TO MATCH EXISTING FINISHES WHERE DAMAGED
BY DEMOLITION.

WALLS / ITEMS TO BE DEMOLISHED
NEW 2x WOOD STUDS AT 16" O.C. WITH FINISHES
PER MATERIAL SCHEDULE.

NEW 8X8X16 CMU WALL
AIRPORT AVE.

EX. BUILDING
EX. BUILDING
C
C
C
C
X
X
X
X
D
DN
DN
DN
DN DN
DN
DN

EXISTING SHADE

STRUCTURE
DN

EXISTING SIDEWALK
D
P
P
P
P
P
Z
Z
II
JJ
X
D
D
LL
D
MM
MM
MM MM
D
MM
MM
S
Z
MM
NN
NN
NN
NN
NN
JJ
JJ
OO
PP
JJ

1. CAP ALL EXISTING UTILITIES & PREPARE FOR NEW WORK AS REQUIRED.

2. PROVIDE ALL LABOR, MATERIAL, AND EQUIPMENT NECESSARY TO COMPLETE

DEMOLITION WORK AS INDICATED ON DRAWINGS AND SPECIFICATIONS AND AS REQUIRED TO ACCOMMODATE NEW CONSTRUCTION.

3. PATCH, REPAIR, AND RESTORE ALL AREAS DAMAGED BY THE CONSTRUCTION

WORK AND DEMOLITION TO MATCH CONDITION OF ADJACENT UNDISTURBED SURFACES.

4. REMOVE FROM THE SITE ALL MATERIAL RESULTING FROM THE DEMOLITION WORK IN SUCH A MANNER AS TO AVOID CREATING A NUISANCE. DISPOSE OF

ALL MATERIALS FROM THE SITE ON A DAILY BASIS AT NO ADDITIONAL COST TO

THE OWNER

5. DISPOSE OF ALL MATERIAL RESULTING FROM THE DEMOLITION WORK IN

ACCORDANCE WITH ALL APPLICABLE LAWS AND REGULATIONS, INCLUDING THOSE GOVERNING NOISE, DUST, AND DIRT CONTROL; DISPOSAL OF HAZARDOUS MATERIALS; AND REQUIREMENTS OF THE LOCAL AIR QUALITY MANAGEMENT DISTRICT.

6. CONTRACTOR SHALL REMOVE AND SAVE FOR REINSTALLATION THE FOLLWING:

FIRE ALARM PANEL, STROBE LIGHTS, FIRE ALARM PULL STATIONS AND FIRE EXTINGUISHERS.

Edward
Lok Ng
C-16840
REN.11/30/23

L ICENSED
A

RCHITECT
STAT E
OF
CA
L

I FORN IA
Client:

Consultant:

CAD Draft:

Architect:

Engineer:

Job Number:

Date Issue:

Client:

Designer: Architecture
InteriorsPlanning
1511 Cota Ave. Long Beach, CA 90813 Tel. 562-912-7900
These drawings and accompanying, as instruments of service, are the exclusive property of the Architect and their use and publication shall be restricted to the original site for which they were prepared. Re-use, reproduction or publication by any method, in whole or part, is prohibited by writtenpermission from the Architect. Title to these plans and specifications shall remain with the Architect without prejudice, and visual with them shall constitute prima facie eveidence of acceptance of these restrictions.

G:\Project Files\2971 Santa Monica 2800 AA Bldg Remodel\01-Drawings\01-Revit\3-CD\2971 Santa Monica 2800 AA Bldg Remodel.rvt3/23/2023 5:19:01 PM 2800 AIRPORT AVENUE
SANTA MONICA CALIFORNIA 90405
A1.0 JSJSLNSANTA MONICA 3/15/23 2971 SANTA MONICA 2800 AA BLDG REMODEL 90% SUBMITTAL

DEMOLITION SITE PLAN VC
N

DEMOLITION KEYNOTES
C REMOVE EXISTING TREE.

D REMOVE EXISTING CONCRETE SLAB. PREPARE AREA FOR NEW WORK.

II REMOVE EXISTING BOLLARD. PREPARE AREA FOR NEW WORK.

JJ REMOVE EXISTING SIGNAGE, STORE AND SAVE FOR REUSE. SEE RENOVATION PLAN.

LL REMOVE EXISTING CONCRETE WALKWAY.

MM REMOVE EXISTING CONCRETE TIRE STOPS.

NN REMOVE EXISTING PAINT STRIPING BY SAND BLASTING THE PAINT OFF THE PAVEMENT OR OTHER APPROVED REMOVAL METHOD. PREPARE AREA FOR NEW WORK.

OO REMOVE EXISTING STOP SIGN, STORE AND SAVE FOR REUSE, PROVIDE TEMPORARY STOP SIGN. SEE RENOVATION PLAN.

P REMOVE EXISTING WALL MOUNTED LIGHT FIXTURE. PREPARE AREA FOR NEW WORK.

PP REMOVE EXISTING SIGNAGE.

S REMOVE EXISTING GUARDRAIL. PREPARE AREA FOR NEW WORK.

X REMOVE EXISTING LANDSCAPE. PREPARE AREA FOR NEW WORK.

Z REMOVE EXISTING HANDRAIL.

WALL LEGEND
1 SCALE: 1" = 10'-0"

DEMOLITION SITE PLAN
NO. REVISION DATE ISSUED

DEMOLITION NOTES

NOT FOR CONSTRUCTION- FOR BIDDING ONLY
DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D DN
DN
DN
DN
2 A4.2
A4.2
A4.2
A4.2 1
4 3
AIRPORT AVE.

EX. BUILDING
EX. BUILDING
23 07
07 07
DN
DN
DN DN
DN
DN

EXISTING SHADE

STRUCTURE
07 07
07 DN
22 22
22 22
22 EXISTING SIDEWALK
26 26
26 33 32
33 33
TYP. 31
34 07
07 07
07 07
41 33
33 48
TYP.
49 49

REPLACE SEWER LATERAL
63 2
8 '
-
0 "
20' - 0"
49 49 49
49 49
49 49
49 15
15 15
15 15
15 5' - 0"
APPROX.
17' - 1"
APPROX.
7' - 8"
76 A5.1
13 77
3' - 0"
APPROX.
8' - 1"
A5.1 8
9' - 0" 8' - 0"
7' - 0"
SD1.0
15 SD1.0
14 A5.0
20 ----
MIN.
4' - 0"

NO PARKING
18' - 0"MAX 3
.
' - 0"
80 81
82 81
A5.0
13 26
83 A5.0
18 84
85 A5.0
19 87 86
10' - 0"
6' - 0"
83 6'-6"
A5.0
17 88
A5.0
SLOPE 7.3%
24 33
A5.0
23 A5.0
27 89
89 8'- 6" 8'-6"

COMPACT
15' - 7"
8' - 6"
8'- 6"
89 89
E.J.C.J.E.J.

E.J.

E.J.C.J.E.J.C.J.

E.J.
49 33
A5.0
17 90
91 A5.0
10 92 92
92 A5.0
30 A5.1 6
"5'X5' HOVO TRIANGLES TO BE KEPT
CLEAR OF OBSTRUCTIONS OVE 24"
PURSUANT TO S.M.M.C SECTION

9.21.180"
95 EXISTING WALLS TO REMAIN. PATCH AND REPAIR

TO MATCH EXISTING FINISHES WHERE DAMAGED
BY DEMOLITION.

WALLS / ITEMS TO BE DEMOLISHED
NEW 2x WOOD STUDS AT 16" O.C. WITH FINISHES
PER MATERIAL SCHEDULE.

NEW 8X8X16 CMU WALL
A. ELECTRICAL / MECHANICAL EQUIPMENT AND DEVICES: REINSTALL AND PROPERLY RECONNECT EXISTING DUCTWORK; SWITCHES; THERMOSTATS; AND OTHER EXISTING ELEC./MECH., EQUIPMENT AND DEVICES REMOVED DURING THE WORK BUT NOT INDICATED TO BE REMOVED. REINSTALL ONLY EQUIPMENT AND DEVICES THAT ARE IN GOOD CONDITION. DISCARD EQUIPMENT AND

DEVICES THAT ARE NOT IN CONDITION AT LEAST AS GOOD AS EXISTED BEFORE REMOVAL, AND PROVIDE NEW EQUIVALENT EQUIPMENT AND DEVICES. NEW

EQUIPMENT AND DEVICES SHALL EXACTLY MATCH THOSE REMOVED IN TYPE,

SIZE, FINISH, CONFIGURATION , AND OPERATING CHARACTERISTICS, UNLESS NOTED OTHERWISE. ALL INSTALLATION SHALL MEET CURENT BUILDING CODE.

B. PROVIDE NEW MATERIALS TO MATCH EXISTING UNDISTURBED WORK FOR CLOSING OF OPENINGS, REPAIRS, AND RENOVATION. NEW FINISH MATERIALS

AND SUBSTRATES TO MATCH EXISTING SHALL BE THE SAME TYPES, SIZES, QUALITIES, AND COLORS AS EXISTING ADJACENT MATERIAL. REPAIR ALL

DAMAGED OR DEFACED FLOOR, WALL, AND CEILING FINISHES ASSOCIATED WITH THESE ALTERATIONS.

C. THE CONTRACTOR/SUB-CONTRACTOR SHALL SUBMIT THE PLANS TO THE FIRE DEPARTMENT FOR DEFERED APPROVAL. USE THE EXISTING EQUIPMENT WHERE POSSIBLE.

D. WHERE EXISTING PLUMBING VENT PIPES ARE REMOVED FROM THE ROOF AND

NEW ONES ARE INSTALLED THE CONTRACTOR SHALL PATCH AND REPAIR THE ROOF. THE PATCHING AND REPAIR SHALL BE DONE USING A SUB-

CONTRACTOREXPERIENCED WITH ROOFING IN GENERAL AND ROOFING REPAIRS.

E. FLOOR COVERING MATERIALS SHALL COMPLY WITH ASTM STANDARD E 648, AND HAVING A SPECIFIC OPTICAL DENSITY SMOKE RATING NOT TO EXCEED 450 PER ASTM E 662. CBC 804.4
Edward
Lok Ng
C-16840
REN.11/30/23

L ICENSED
A

RCHITECT
STAT E
OF
CA
L

I FORN IA
Client:

Consultant:

CAD Draft:

Architect:

Engineer:

Job Number:

Date Issue:

Client:

Designer: Architecture
InteriorsPlanning
1511 Cota Ave. Long Beach, CA 90813 Tel. 562-912-7900
These drawings and accompanying, as instruments of service, are the exclusive property of the Architect and their use and publication shall be restricted to the original site for which they were prepared. Re-use, reproduction or publication by any method, in whole or part, is prohibited by writtenpermission from the Architect. Title to these plans and specifications shall remain with the Architect without prejudice, and visual with them shall constitute prima facie eveidence of acceptance of these restrictions.

G:\Project Files\2971 Santa Monica 2800 AA Bldg Remodel\01-Drawings\01-Revit\3-CD\2971 Santa Monica 2800 AA Bldg Remodel.rvt3/23/2023 5:19:05 PM 2800 AIRPORT AVENUE
SANTA MONICA CALIFORNIA 90405
A1.1 JSJSLNSANTA MONICA 3/15/23
2971
SANTA MONICA 2800 AA BLDG

REMODEL
90% SUBMITTAL

RENOVATION SITE PLAN VC

RENOVATION KEYNOTES
07 EXISTING OUTDOOR EQUPMENT TO REMAIN. PROTECT IN PLACE. 15 NEW 2,500 PSI CONCRETE SLAB, 4" THICK MIN. TO MATCH EXISTING CONCRETE PAVEMENT OVER 2" SAND, PROVIDE #4 REBARS @ 24" O.C. AND 6" EMBEDMENT INTO EXISTING SLAB. NEW PAVEMENT TO BE FLUSH WITH ADJACENT EXISTING PAVEMENT/WALKWAY.
22 NEW WALL-MOUNTED LED LIGHT FIXTURE.
23 NEW CONCRETE LANDINGS AND STAIRS. REMOVE EXISTING CONCRETE AND LANDSCAPING.
26 EXISTING ROOFING TO REMAIN. PROTECT IN PLACE.
31 EXISTING BOLLARDS TO REMAIN. PROTECT IN PLACE.
32 NEW ADA COMPLIANT GUARDRAILING.
33 NEW ADA COMPLIANT HANDRAIL.
34 NEW STAIR NOSING STRIPPING.
41 TRIM EXISTING TREE.
48 NEW TRASH ENCLOSURE.
49 NEW EXHAUST FAN. SEE MECHANICAL DRAWINGS FOR FURTHER INFORMATION. 63 NEW CONDESNER UNIT. SEE MECHANICAL DRAWINGS.
76 NEW CONCRETE PAD.
77 NEW METAL FENCE AND GATE.
80 PROVIDE NEW ACCESSIBLE VAN SIGN.
81 PAINT NEW ACCESS AISLE BOARDER WITH BLUE TRAFFIC PAINT AND 4" DIAGONAL STRIPES BLUE. DIAGONAL STRIPING SHALL NOT OVERLAP WITH 12" WORDS WHERE OCCURS.
82 PAINT THE WORDS " NO PARKING" WITHIN STRIPED AREA. USE 12" HIGH LETTERS IN WHITE PAINT TRAFFIC.
83 PROVIDE NEW CONCRETE TIRE STOP.
84 PROVIDE NEW TYPE 2 AC SLURRY SEAL APPLIED OVER EXISTING AC PAVING PROVIDE FLUSH TRANSITION TO NEW CONCRETE SIDE WALK.
85 PROVIDE NEW DETECTABLE WARNING SURFACE.
86 REINSTALL STOP SIGN.
87 REINSTALL STAFF PERMIT PARKING SIGN.
88 NEW CONCRETE RAMP WITH 7.75% MAXIMUM RUNNING SLOPE AND 1.5% MAXIMUM CROSS SLOPE. MATCH EXISTING CONCRETE FINISH.
89 PROVIDE NEW PARKING STRIPING, WHITE TRAFFIC PAINT.
90 REINSTALL ENTRANCE ONLY SIGN.
91 PROVIDE NEW WALL MOUNTED ADA DIRECTIONAL SIGN.
92 PROVIDE NEW ADAM COMPLIANT CURB RAMP WITH DETECTABLE WARNING SURFACE.
95 PROVIDE NEW HOSE BIBB. SEE PLUMBING DRAWINGS FOR FURTHER INFORMATION. 1 SCALE: 1" = 10'-0"

RENOVATION SITE PLAN
N

WALL LEGEND
NO. REVISION DATE ISSUED

RENOVATION NOTES

NOT FOR CONSTRUCTION- FOR BIDDING ONLY
DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D FD FD
T
T
T
DN
EX. DR.

EX. DR.

EX. DR.

EX. DR.

EX. DR.EX. DR.

EX. DR.

EX. DR.

EX. DR.

EX. DR.

EX. DR.

EX. DR.

EX. DR.

EX. DR.EX. DR.EX. DR.EX. DR.EX. DR.EX. DR.

EX. DR.

EX. DR.EX. DR.

EX. DR.

EX. DR.EX. DR.

EX. DR.

EX. DR.

EX. DR.EX. DR.EX. DR.EX. DR.

EX. DR.

EX. DR.

OFFICE G
F
TYP.

E
J
A
O
AO
A
O
OA
A
OAO
AO
DN
DN
DN
DN

CLASSROOM
101

CLASSROOM
103
OFFICE
107
MECH. ROOM
109

HALLWAY
110
OFFICE
111

CLASSROOM
123

HALLWAY
108

CLASSROOM
124
FOYER
100

CLASSROOM
104

CLASSROOM
102

HALLWAY
106

ELECTRICAL
ROOM
118

HALLWAY
112

HALLWAY
116A

HALLWAY
116B
MEN'S

RESTROOM
127

WOMEN'S

RESTROOM
126

DRESSING ROOM
115
OFFICE

STORAGE

WORKSHOP
OFFICE
A
O
AO
AO
O
EX. WN. EX. WN. A O
AO
EE
AA
A
O
AO
AO
AO
AO
A
O
A
O
A
O

BB CC BB CC
BB
CC
BB
CC

CC BB BB CC

BB CC BB CC

EE EE EE EE EE EE EE EE
EE EE
EE

EE EE EE EE
BB
BB
BB
CC
BB

FF FF FF FF FF

FF FF FF FF
FF
FF
FF
FF
FF
FF
FF FF
FF FF

FF FF FF FF FF FF FF FF
FF
EE
A2.2 2
QQ
QQ
RR
F
EXISTING WALLS TO REMAIN. PATCH AND REPAIR

TO MATCH EXISTING FINISHES WHERE DAMAGED
BY DEMOLITION.

WALLS / ITEMS TO BE DEMOLISHED
NEW 2x WOOD STUDS AT 16" O.C. WITH FINISHES
PER MATERIAL SCHEDULE.

NEW 8X8X16 CMU WALL

COMMON AREA

CLASSROOM
12 CLASSROOM
11 CLASSROOM
13 CLASSROOM
14 STORAGE
15 MECH ROOM
16 RESTROOM
17 RESTROOM
18 LAV
14A

STORAGE
14B

HALLWAY
19A

HALLWAY
19B
(NO WORK)
(NO WORK)
(NO WORK)
(NO WORK)
(NO WORK)
(NO WORK)
(NO WORK)
(NO WORK)
(NO WORK)
(NO WORK) (NO WORK)
(NO WORK)

1. CAP ALL EXISTING UTILITIES & PREPARE FOR NEW WORK AS REQUIRED.

2. PROVIDE ALL LABOR, MATERIAL, AND EQUIPMENT NECESSARY TO COMPLETE

DEMOLITION WORK AS INDICATED ON DRAWINGS AND SPECIFICATIONS AND AS REQUIRED TO ACCOMMODATE NEW CONSTRUCTION.

3. PATCH, REPAIR, AND RESTORE ALL AREAS DAMAGED BY THE CONSTRUCTION

WORK AND DEMOLITION TO MATCH CONDITION OF ADJACENT UNDISTURBED SURFACES.

4. REMOVE FROM THE SITE ALL MATERIAL RESULTING FROM THE DEMOLITION WORK IN SUCH A MANNER AS TO AVOID CREATING A NUISANCE. DISPOSE OF

ALL MATERIALS FROM THE SITE ON A DAILY BASIS AT NO ADDITIONAL COST TO

THE OWNER

5. DISPOSE OF ALL MATERIAL RESULTING FROM THE DEMOLITION WORK IN

ACCORDANCE WITH ALL APPLICABLE LAWS AND REGULATIONS, INCLUDING THOSE GOVERNING NOISE, DUST, AND DIRT CONTROL; DISPOSAL OF HAZARDOUS MATERIALS; AND REQUIREMENTS OF THE LOCAL AIR QUALITY MANAGEMENT DISTRICT.

6. CONTRACTOR SHALL REMOVE AND SAVE FOR REINSTALLATION THE FOLLWING:

FIRE ALARM PANEL, STROBE LIGHTS, FIRE ALARM PULL STATIONS AND FIRE EXTINGUISHERS.

Edward
Lok Ng
C-16840
REN.11/30/23

L ICENSED
A

RCHITECT
STAT E
OF
CA
L

I FORN IA
Client:

Consultant:

CAD Draft:

Architect:

Engineer:

Job Number:

Date Issue:

Client:

Designer: Architecture
InteriorsPlanning
1511 Cota Ave. Long Beach, CA 90813 Tel. 562-912-7900
These drawings and accompanying, as instruments of service, are the exclusive property of the Architect and their use and publication shall be restricted to the original site for which they were prepared. Re-use, reproduction or publication by any method, in whole or part, is prohibited by writtenpermission from the Architect. Title to these plans and specifications shall remain with the Architect without prejudice, and visual with them shall constitute prima facie eveidence of acceptance of these restrictions.

G:\Project Files\2971 Santa Monica 2800 AA Bldg Remodel\01-Drawings\01-Revit\3-CD\2971 Santa Monica 2800 AA Bldg Remodel.rvt3/23/2023 5:19:06 PM 2800 AIRPORT AVENUE
SANTA MONICA CALIFORNIA 90405
A2.0 JSJSLNSANTA MONICA 3/15/23 2971 SANTA MONICA 2800 AA BLDG REMODEL 90% SUBMITTAL

DEMOLITION FLOOR PLAN VC
N
1 SCALE: 1/8" = 1'-0"

DEMOLITION PLAN

DEMOLITION KEYNOTES
A REMOVE EXISTING FLOORING AND ADHESIVE. PREPARE AREA FOR NEW WORK.

AA REMOVE EXISTING DRINKING FOUNTAIN.

BB REMOVE EXISTING CARPET AT WALL. PATCH AND REPAIR WALL SURFACE TO MATCH EXISTING.

CC REMOVE EXISTING CANVAS WALL. PATCH AND REPAIR WALL SURFACE TO MATCH EXISTING.

E EXISTING PLUMBING FIXTURES TO BE REMOVED. PATCH AND REPAIR IMPACTED WALL/FLOOR SURFACES TO REMAIN.

EE REMOVE EXISTING HVAC WINDOW UNIT.

F REMOVE PORTION OF EXISTING CONCRETE WALL AND PROVIDE NEW FRAMING FOR NEW OPENING.

FF REMOVE EXISTING HEATING UNIT. PATCH AND REPAIR WALL TO MATCH EXISTING.

G REMOVE EXISTING DOOR AND DOOR FRAME. PATCH AND REPAIR WALL SURFACES TO MATCH EXISTING.

J REMOVE EXISTING WINDOW.

O REMOVE EXISTING RUBBER BASE, TYPICAL THROUGHOUT AREAS OF WORK.

QQ REMOVE EXISTING WALL MOUNTED DISPLAY CASE. PATCH AND REPAIR EXISTING WALL TO MATCH EXISTING.

RR REMOVE AND RELOCATE EXISTING EMERGENCY DEFIBRILATOR. SEE RENOVATION PLAN .

WALL LEGEND

AREA SEPARATION LEGEND
NO. REVISION DATE ISSUED
2 SCALE: 1/8" = 1'-0"

EXISTING BASEMENT
N

FOR REFRENCE ONLY

DEMOLITION NOTES

NOT FOR CONSTRUCTION- FOR BIDDING ONLY
DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D PF
FD FD
T
T
DN
DN

OPEN PATIO
(FINISHED TO BE

DONE BY TENANT)
50' - 4" 33' - 0"
BAR
1 A4.1
11 EX. DR.

EX. DR.

EX. DR.

EX. DR.

EX. DR.EX. DR.

EX. DR.

EX. DR.

EX. DR.

EX. DR.

EX. DR.

EX. DR.

EX. DR.

EX. DR.EX. DR.EX. DR.EX. DR.EX. DR.EX. DR.

EX. DR.

EX. DR.EX. DR.

EX. DR.

EX. DR.EX. DR.

EX. DR.

EX. DR.

EX. DR.EX. DR.EX. DR.

EX. DR.

EX. DR.

EX. DR.
11 TYP.
13 12 35
DN 01
DN
DN
DN

CLASSROOM
102

CLASSROOM
104

CLASSROOM
101

CLASSROOM
103
OFFICE
107
MECH. ROOM
109

HALLWAY
106

CLASSROOM
124

CLASSROOM
123
OFFICE
111

ELECTRICAL
ROOM
118

HALLWAY
116A

HALLWAY
116B
MEN'S

RESTROOM
127

WORKSHOP
117

DRESSING ROOM
115

HALLWAY
110
FOYER
100

HALLWAY
108

WOMEN'S

RESTROOM
126
LOBBY
119

HALLWAY
112
13 12 35
13 12 35
BAR

CASEWORK

TO BE DONE

BY TENANT
39 EX. DR.

EX. WN. EX. WN.
1 STAIRS
26 STAIRS
27 12 13 35
13 12 35
13 09
3 43
44 44
44 44
44 44
44 44
44 44
44 44
44 44
46 46
46 46
46 47
47 47
47 TYP. TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.
50 TYP.
46 46
46 56
12 13 35 12 13 35
12 13 35 12 13 35
12 13 35
12 13 35
12 13 35
12 13 35
12 13 35
12 13 35
58 59
59 59
56 12 13 35
39 56 56
56 (FINISHED TO BE

DONE BY TENANT)
A4.0 9
10 11
12 64
64 64 64
64 64 64 64 64 64 64
64 64
9' - 4"
9' - 11"
4' - 2"
(N) 4X6 WOOD
POST
(N) 4X6 WOOD POST
A2.2
1 44
44 44
2 55
A5.0
11 74
74 74
75 46
46 18" MIN.12' - 0"
(N) OPENING
16' - 0"
EXISTING WALLS TO REMAIN. PATCH AND REPAIR

TO MATCH EXISTING FINISHES WHERE DAMAGED
BY DEMOLITION.

WALLS / ITEMS TO BE DEMOLISHED
NEW 2x WOOD STUDS AT 16" O.C. WITH FINISHES
PER MATERIAL SCHEDULE.

NEW 8X8X16 CMU WALL

COMMON AREA
NO.

P-1
CT-1 CERAMIC FLOOR TILE
MATERIAL MANUF. COLOR/MODEL NO.

DALTILE ARCHITECT TO SELECT

SEMI GLOSS - PAINT DUNN-EDWARD ARCHITECT TO SELECT
P-2 SEMI GLOSS - PAINT DUNN-EDWARD ARCHITECT TO SELECT
GB-1 GYP BOARD - -
NOTES
TP-1 TOILET PARTITION ARCHITECT TO SELECT
RB-1 4" RUBBER BASE

PAINT TO MATCH

PAINT WALLS

PAINT DOORS INSIDE &
OUTSIDE & FRAME.

CT-2 CERAMIC WALL TILE DALTILE ARCHITECT TO SELECT
CPT-1 CARPET TILE - ARCHITECT TO SELECT
SIZE: 4 1/4" x 4 1/4"
SIZE: 12" X 12"
P-3 SEMI GLOSS - PAINT DUNN-EDWARD ARCHITECT TO SELECT PAINT EXTERIOR OF BUILDING

BOBRICK OR

APPROVED
EQUAL
- ARCHITECT TO SELECT
SIZE: 4 1/4" x 4 1/4"
CB-1 CEMENT BOARD
PC-1 POLISHED CONCRETE EXISTING CLEAN EXISTING FLOOR
P-4 SEMI GLOSS - PAINT DUNN-EDWARD ARCHITECT TO SELECT CEILING

HARDWARE
34" TO 44"
A
H
A
R
D
W
A
R
E
34" TO 44"
B

NEW METAL

FRAME & DOOR

NEW METAL FRAME
& METAL DOOR

WITH TEMPERED
GLASS

SIGN WHERE

OCCURS,

SEE DETAIL
7/A8 FOR
HEIGHT

MOUNTING
H
A
R
D
W
A
R
E
34" TO 44"
C

NEW METAL

FRAME & DOOR
A. ELECTRICAL / MECHANICAL EQUIPMENT AND DEVICES: REINSTALL AND PROPERLY RECONNECT EXISTING DUCTWORK; SWITCHES; THERMOSTATS; AND OTHER EXISTING ELEC./MECH., EQUIPMENT AND DEVICES REMOVED DURING THE WORK BUT NOT INDICATED TO BE REMOVED. REINSTALL ONLY EQUIPMENT AND DEVICES THAT ARE IN GOOD CONDITION. DISCARD EQUIPMENT AND

DEVICES THAT ARE NOT IN CONDITION AT LEAST AS GOOD AS EXISTED BEFORE REMOVAL, AND PROVIDE NEW EQUIVALENT EQUIPMENT AND DEVICES. NEW

EQUIPMENT AND DEVICES SHALL EXACTLY MATCH THOSE REMOVED IN TYPE,

SIZE, FINISH, CONFIGURATION , AND OPERATING CHARACTERISTICS, UNLESS NOTED OTHERWISE. ALL INSTALLATION SHALL MEET CURENT BUILDING CODE.

B. PROVIDE NEW MATERIALS TO MATCH EXISTING UNDISTURBED WORK FOR CLOSING OF OPENINGS, REPAIRS, AND RENOVATION. NEW FINISH MATERIALS

AND SUBSTRATES TO MATCH EXISTING SHALL BE THE SAME TYPES, SIZES, QUALITIES, AND COLORS AS EXISTING ADJACENT MATERIAL. REPAIR ALL

DAMAGED OR DEFACED FLOOR, WALL, AND CEILING FINISHES ASSOCIATED WITH THESE ALTERATIONS.

C. THE CONTRACTOR/SUB-CONTRACTOR SHALL SUBMIT THE PLANS TO THE FIRE DEPARTMENT FOR DEFERED APPROVAL. USE THE EXISTING EQUIPMENT WHERE POSSIBLE.

D. WHERE EXISTING PLUMBING VENT PIPES ARE REMOVED FROM THE ROOF AND

NEW ONES ARE INSTALLED THE CONTRACTOR SHALL PATCH AND REPAIR THE ROOF. THE PATCHING AND REPAIR SHALL BE DONE USING A SUBCONTRACTOREXPERIENCED WITH ROOFING IN GENERAL AND ROOFING REPAIRS.

E. FLOOR COVERING MATERIALS SHALL COMPLY WITH ASTM STANDARD E 648, AND HAVING A SPECIFIC OPTICAL DENSITY SMOKE RATING NOT TO EXCEED 450 PER ASTM E 662. CBC 804.4
Edward
Lok Ng
C-16840
REN.11/30/23

L ICENSED ARCHITECT
STAT E OF CA L I FORN IA Client: Consultant: CAD Draft: Architect: Engineer:

Job Number:

Date Issue:

Client:

Designer: Architecture
InteriorsPlanning
1511 Cota Ave. Long Beach, CA 90813 Tel. 562-912-7900
These drawings and accompanying, as instruments of service, are the exclusive property of the Architect and their use and publication shall be restricted to the original site for which they were prepared. Re-use, reproduction or publication by any method, in whole or part, is prohibited by writtenpermission from the Architect. Title to these plans and specifications shall remain with the Architect without prejudice, and visual with them shall constitute prima facie eveidence of acceptance of these restrictions.

G:\Project Files\2971 Santa Monica 2800 AA Bldg Remodel\01-Drawings\01-Revit\3-CD\2971 Santa Monica 2800 AA Bldg Remodel.rvt3/23/2023 5:19:08 PM 2800 AIRPORT AVENUE
SANTA MONICA CALIFORNIA 90405
A2.1 JSJSLNSANTA MONICA 3/15/23
2971
SANTA MONICA 2800 AA BLDG

REMODEL
90% SUBMITTAL

RENOVATION FLOOR
PLAN
VC
1 SCALE: 1/8" = 1'-0"

RENOVATION PLAN

RENOVATION KEYNOTES
01 NEW STRUCTURAL BEAM.
09 CLEAN BARE CONCRETE FLOOR.
11 NEW HOLLOW METAL DOOR AND HOLLOW METAL FRAME.
12 NEW PAINT PER MATERIAL FINISH SCHEDULE.
13 NEW RUBBER BASE, PER FINISH SCHEDULE.
35 NEW CARPET TILE FLOORING. SEE MATERIAL SCHEDULE FOR FURTHER INFORMATION.
39 PROVIDE NEW WATER AND SANITIATION PLUMBING CONNECTION LINES FOR FUTURE SINK.
43 NEW ELECTRICAL WORK. SEE ELECTRICAL DRAWINGS.
44 CLEAR AND PATCH EXISTING EXTERIOR WALLS, AND REPAINT WALLS, WINDOWS, DOORS, AND RAINGUTTERS.
46 NEW ILLUMINATED EXIT SIGNAGE .
47 NEW ACCESSIBLE DOOR CLOSER.
50 NEW FIXED DUEL GLAZED WINDOW.
55 NEW ADA COMPLIANT DRINKING FOUNTAIN.
56 REPLACE EXISTING BROKEN WINDOW GLASS PANE.
58 EXISTING WALL MURAL TO REMAIN. PROTECT IN PLACE.
59 NEW OUTDOOR OUTLETS.
64 NEW WINDOW UNIT HEAT PUMP. SEE MECHANICAL DRAWINGS.
74 NEW STAINLESS STEEL DOOR LOUVER AT EXISTING DOOR. SEE MECHANICAL DRAWINGS FOR FURTHER INFOMATION .
75 NEW EXHAUST GRILLE. SEE MECHANICAL DRAWINGS FOR FURTHER INFOMATION.

WALL LEGEND

AREA SEPARATION LEGEND

DOOR SCHEDULE
NO.

DOOR

DOOR SIZE DOOR FRAME
WIDTHHEIGHTTHK.TYPEMATERIALFINISHMATERIALFINISHFIRE RATEDHARDWARE SETHEAD DETAILJAMB DETAILTHRESHOLD DETAIL

COMMENTS
1 NEW 6' - 0" 6' - 8" 1 3/4" G HM P-2 HM P-2 9/A5.1 10/A5.1 2/A5.1 2 NEW 6' - 0" 6' - 8" 2" A HM P-2 HM P-2 9/A5.1 10/A5.1 3/A5.1 3 NEW 3' - 0" 6' - 8" 2" 6 P-2 HM P-2 9/A5.1 10/A5.1
N
O. REVISIO
N
D
A
TE IS
S
UED
N

ROOM FINISH SCHEDULE
NO. ROOM NAME FLOOR/BASE

WALLS CEILING

NORTH EAST SOUTH WEST
MAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN.
26 STAIRS CPT-1/RB-1 EXISTING P-1 EXISTING P-1 EXISTING P-1 EXISTING P-1 EXISTING P-4 27 STAIRS CPT-1/RB-1 EXISTING P-1 EXISTING P-1 EXISTING P-1 EXISTING P-1 EXISTING P-4 100 FOYER CPT-1/RB-1 EXISTING P-1 EXISTING P-1 EXISTING P-1 EXISTING P-1 EXISTING P-4 101 CLASSROOM CPT-1/RB-1 EXISTING P-1 EXISTING P-1 EXISTING P-1 EXISTING P-1 EXISTING P-4 102 CLASSROOM CPT-1/RB-1 EXISTING P-1 EXISTING P-1 EXISTING P-1 EXISTING P-1 EXISTING P-4 103 CLASSROOM CPT-1/RB-1 EXISTING P-1 EXISTING P-1 EXISTING P-1 EXISTING P-1 EXISTING P-4 104 CLASSROOM CPT-1/RB-1 EXISTING P-1 EXISTING P-1 EXISTING P-1 EXISTING P-1 EXISTING P-4 106 HALLWAY CPT-1/RB-1 EXISTING P-1 EXISTING P-1 EXISTING P-1 EXISTING P-1 EXISTING P-4 107 OFFICE CPT-1/RB-1 EXISTING P-1 EXISTING P-1 EXISTING P-1 EXISTING P-1 EXISTING P-4 108 HALLWAY CPT-1/RB-1 EXISTING P-1 EXISTING P-1 EXISTING P-1 EXISTING P-1 EXISTING P-4 110 HALLWAY CPT-1/RB-1 EXISTING P-1 EXISTING P-1 EXISTING P-1 EXISTING P-1 EXISTING P-4 111 OFFICE CPT-1/RB-1 EXISTING P-1 EXISTING P-1 EXISTING P-1 EXISTING P-1 EXISTING P-4 112 HALLWAY CPT-1/RB-1
MATCH
EXISTING P-1
MATCH
EXISTING P-1
MATCH
EXISTING P-1
MATCH
EXISTING P-1
MATCH
EXISTING P-4
116A HALLWAY CPT-1/RB-1 EXISTING P-1 EXISTING P-1 EXISTING P-1 EXISTING P-1 EXISTING P-4 116B HALLWAY CPT-1/RB-1 EXISTING P-1 EXISTING P-1 EXISTING P-1 EXISTING P-1 EXISTING P-4 118 ELECTRICAL ROOM PC-1 /RB-1 EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING 119 LOBBY CPT-1/RB-1
MATCH
EXISTING P-1
MATCH
EXISTING P-1
MATCH
EXISTING P-1
MATCH
EXISTING P-1
MATCH
EXISTING P-4
123 CLASSROOM CPT-1/RB-1 EXISTING P-1 EXISTING P-1 EXISTING P-1 EXISTING P-1 EXISTING P-4 124 CLASSROOM CPT-1/RB-1 EXISTING P-1 EXISTING P-1 EXISTING P-1 EXISTING P-1 EXISTING P-4 126 WOMEN'S RESTROOM CT-1 CB-1/GYP-1 CT-2/P-1 CB-1/GYP-1 CT-2/P-1 CB- /GYP-1 CT-2/P-1 CB-1/GYP-1 CT-2/P-1 GYP-1 P-4 127 MEN'S RESTROOM CT-1 CB-1/GYP-1 CT-2/P-1 CB-1/GYP-1 CT-2/P-1 CB-1/GYP-1 CT-2/P-1 CB-1/GYP-1 CT-2/P-1 GYP-1 P-4

MATERIAL SCHEDULE

DOOR TYPES

RENOVATION NOTES

NOT FOR CONSTRUCTION- FOR BIDDING ONLY
DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D

FD FD FD FD
SD

SD F SD F
F
F
SD

SD F SD F
F
F
A4.0
1 4 2
3 A4.0
5 8 6
7 21
TYP.
69 17
60 62
1' - 6"
8"
5' - 0"
A5.0
1 30X48
ø 5' - 0"
68 68 68 17
V
E
RIF
Y IN
F
EI LD
9' - 4"
MIN. CLR.
5' - 0"
MIN. CLR.
44"
MIN.
1'-5" 1' - 6"
2' - 6" 2' - 6" 2' - 6"
1' - 3" 1' - 3" 1' - 3"
30X48
17 TYP.
21 45
60 1' - 6"
V
E
RIF
Y IN
FIELD
9' - 4"
5' - 0"
A5.0
1 62
12 16
ø 5' - 0"
30X48
68 69
12 16
70 71 17
MIN. CLR.
2' - 7" 5' - 0"
1' - 3"
1' - 3" 2' - 4" 2' - 4" MIN.
2' - 6" 1' - 6"
4"
70 72 72
SD1.0
14 SD1.0
14 45
45 45
45 45
45 45
45 45
47 73 73

WOMEN'S

RESTROOM
126
MEN'S

RESTROOM
127
45 12 13 35

HALLWAY
116B
74 74
A5.0
7 A5.0
7 FD-1
FD-1
45 TYP.

MEN'S

RESTROOM
127
HH
W
E
E E E
A DD O
H
GG
E
E
HH
HH
A DD O
W
GG
HH
HH

E E E E
E
HH
E

WOMEN'S

RESTROOM
126
E
KK
KK
KK
KK
KK
KK KK

KK KK KK
KK
KK
KK KK
KK

HALLWAY
116B
A O

HALLWAY
116B
MEN'S

RESTROOM
127

WOMEN'S

RESTROOM
126
I

H H H H H H
H H H
N N
I
61 36
36 49
36 49
02 37 37
02 02 02
02 02
02 02 02

HALLWAY
116B

WOMEN'S

RESTROOM
126
MEN'S

RESTROOM
127
02 EXISTING WALLS TO REMAIN. PATCH AND REPAIR

TO MATCH EXISTING FINISHES WHERE DAMAGED
BY DEMOLITION.

WALLS / ITEMS TO BE DEMOLISHED
NEW 2x WOOD STUDS AT 16" O.C. WITH FINISHES
PER MATERIAL SCHEDULE.

NEW 8X8X16 CMU WALL
A5.1
21 22 A5.1
20' - 0"
28' - 0"
10' - 0" 9' - 0" SLOPE 1/8" PER 1'
FTG.
1' - 6"
F
T
G.
1' - 6"
FTG.
1' - 6"
1' - 6"
FTG.
20' - 8"
7' - 10" 10' - 4" 7' - 10"
TYP.
1' - 0"
4X4 H.S.S. POST
4X4 H.S.S. POST 4X4 H.S.S. POST
4X4 H.S.S. POST 4X8 H.S.S. POST 4X8 H.S.S. POST
4X4 H.S.S. POST 4X4 H.S.S. POST
A5.1
12 A5.1
15 A5.1
11 96
02 02
02 4X6 H.S.S. ROOF
JOIST @ 4'-0" O.C.
4X4 H.S.S. POST
4X4 H.S.S. POST 4X4 H.S.S. POST
4X4 H.S.S. POST 4X8 H.S.S. POST 4X8 H.S.S. POST
4X4 H.S.S. POST 4X4 H.S.S. POST
4X6 H.S.S. BEAM

ROLL UP DOOR
02 02
02 1. THE ENCLOSURE MUST BE LOCATED ADJACENT TO THE ALLY IF AN ADJACENT ALLEY EXISTS. AN ADDITIONAL MONTHLY FEE MAY BE REQUIRED BY THE CITY IF THE ENCLOSURE IS LOCATED MORE THAN 100 FEET FROM THE STREET OR

ALLEY OR IS THE ENCLOSURE IS LOCATED IN A SUBTERRANEAN AREA

2. PROVIDE: HOSE BIB WITHIN 20' OF ENCLOSURE LIGHTING (MOTION SENSOR

SWITCH)

DRAIN (CONNECTED TO SEWER)

VENTILATION
PLEASE NOTE: HOSE BIB MUST BE LOCATED OUTSIDE OF THE ENCLOSURE.

3. TYPICAL REFUSE BIN SIZE IS 6' W, 4' L, FURNISHED BY THE CITY.

4. MATERIALS TO BE USED FOR CONSTRUCTING THE BIN ENCLOSURES INCLUDE SOLID OPAQUE AND IMPACT RESISTANT WALLS. ALL SURFACES MUST BE SEALED WITH AN ANTI-GRAFFITI COATING.

5. DOOR TO BE SLIDING OR MOTORIZED ROLL-UP (SEE SHEET 2). INCLUDE 10- KEY ACCESS PAD ON THE OUTSIDE. NO ENCROACHMENTS INTO THE PUBLIC RIGHT- OF-WAY. TRASH ENCLOSURE, INCLUDING DOORS, SHALL NOT INTERFERE WITH THE 5'X5' H.V.O TRIANGLE.

6. ALL MAINTENANCE INCLUDING BUT NOT LIMITED TO GRAFFITI REMOVAL,

CLEANLINESS AND REPLACING BROKEN OR MISSING PLASTIC SLATS SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER.

7. ALL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT EDITIONS OF THE

STANDARDS SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, CALIFORNIA BUILDING CODE, AND THIS DETAIL.

8. CONTRACTOR SHALL RESTORE ALL EXISTING CONSTRUCTION THAT IS CUT INTO, ALTERED, DAMAGED OR LEFT UNFINISHED.

9. ROOF ENCLOSURES SHALL BE CONSTRUCTED WITH A SOLID ROOF MEETING

ARCHITECTURAL AND STRUCTURAL DESIGN CRITERIA FROM THE CITY PLANNING AND BUILDING AND SAFETY DIVISIONS.

10. TRASH ENCLOSURES SHOULD BE ACCESSIBLE FROM INSIDE THE PROPERTY.

11. INTERIOR FACE OF WALLS SHALL BE CLEAR OF ANY OBSTRUCTIONS.

12. REFUSE AND RECYCLING ENCLOSURE IS FOR THE SOLD PURPOSE OF

STORING REFUSE, RECYCLING, AND ORGANIC CONTAINERS PROVIDED BY CITY OF SANTA MONICA.

Edward
Lok Ng
C-16840
REN.11/30/23

L ICENSED ARCHITECT
STAT E OF CA L I FORN IA Client: Consultant: CAD Draft: Architect: Engineer:

Job Number:

Date Issue:

Client:

Designer: Architecture
InteriorsPlanning
1511 Cota Ave. Long Beach, CA 90813 Tel. 562-912-7900
These drawings and accompanying, as instruments of service, are the exclusive property of the Architect and their use and publication shall be restricted to the original site for which they were prepared. Re-use, reproduction or publication by any method, in whole or part, is prohibited by writtenpermission from the Architect. Title to these plans and specifications shall remain with the Architect without prejudice, and visual with them shall constitute prima facie eveidence of acceptance of these restrictions.

G:\Project Files\2971 Santa Monica 2800 AA Bldg Remodel\01-Drawings\01-Revit\3-CD\2971 Santa Monica 2800 AA Bldg Remodel.rvt3/23/2023 5:19:09 PM 2800 AIRPORT AVENUE
SANTA MONICA CALIFORNIA 90405
A2.2 JSJSLNSANTA MONICA 3/15/23 2971 SANTA MONICA 2800 AA BLDG REMODEL 90% SUBMITTAL

ENLARGED PLANSVC
N
O. REVISIO
N
D
A
TE IS
S
UED
1 SCALE: 1/4" = 1'-0"

ENLARGED RENOVATION PLAN
2 SCALE: 1/4" = 1'-0"

ENLARGED DEMOLITION PLAN

DEMOLITION KEYNOTES
A REMOVE EXISTING FLOORING AND ADHESIVE. PREPARE AREA FOR NEW WORK.

DD REMOVE ANY EXISTING DAMAGED SUBSTRATE FLOOR. PROVIDE NEW SUBSTATE FLOOR TO MATCH EXISTING.

E EXISTING PLUMBING FIXTURES TO BE REMOVED. PATCH AND REPAIR IMPACTED WALL/FLOOR SURFACES TO REMAIN.

GG REMOVE EXISTING FLOOR DRAIN. PREPARE AREA FOR NEW WORK.

H REMOVE EXISTING ELECTRICAL LIGHT FIXTURE, ETC. AND PREPARE FOR NEW ELECTRICAL WORK.

HH REMOVE EXISTING GYP.BD. AT WALL. PREPARE AREA FOR NEW WORK.

I REMOVE EXISTING 2X4 ACCOUSTIC CEILING TILES AND GRID SYSTEM. PREPARE AREA FOR NEW WORK.

KK REMOVE EXISTING TOILET ACCESSORIES.

N REMOVE EXISTING REGISTER / SUPPLY GRILLS.

O REMOVE EXISTING RUBBER BASE, TYPICAL THROUGHOUT AREAS OF WORK.

W REMOVE EXISTING TOILET PARTITIONS AND STORE AND SALVAGE FOR REUSE IN SAME LOCATION. DEMO ATTACHED TOILET ACCESSORIES.

RENOVATION KEYNOTES
02 NEW LED LIGHTING FIXTURES. SEE ELECTRICAL DRAWING FOR FURTHER INFORMATION.
12 NEW PAINT PER MATERIAL FINISH SCHEDULE.
13 NEW RUBBER BASE, PER FINISH SCHEDULE.
16 NEW CERAMIC TILE FLOORING.
17 NEW WALL MOUNTED LAVATORY WITH PIPLE INSULATION TO FULLY COVER

DRAIN/WATER PIPES AND EXPOSED SHARP/ABRASIVE SURFACES UNDER THE LAVATORY. SEE FIXURE SCHEULE.
21 REINSTALL TOILET PARTITIONS AND PROVIDE NEW ATTACHED TOILET ACCESSORIES.
35 NEW CARPET TILE FLOORING. SEE MATERIAL SCHEDULE FOR FURTHER INFORMATION.
36 EXISTING SMOKE DETECTOR AND ANY DEVICES CONNECTED TO EXISTING FIRE ALARM SYSTEM NOT LIMITED TO SMOKE DETECTOR TO REMAIN. PROTEC IN PLACE. 37 NEW 2X4 CEILING TILE AND CEILING GRID SYSTEM.
45 NEW WALL TILE OVER 5/8" CEMENT BOARD AND THINSET TYPICAL AT RESTROOM WALLS.
47 NEW ACCESSIBLE DOOR CLOSER.
49 NEW EXHAUST FAN. SEE MECHANICAL DRAWINGS FOR FURTHER INFORMATION. 60 PROVIDED NEW FLOOR DRAIN.
61 PATCH AND REPAIR DAMAGED CEILING AS NEEDED. TO MATCH EXISTING. 62 PROVIDE NEW SUBSTRATE FLOOR.
68 NEW FLOOR MOUNTED WATER CLOSET. SEE PLUMBING DRAWINGS FOR MORE INFORMATION.
69 NEW ACCESSIBLE FLOOR MOUNTED WATER CLOSET. SEE PLUMBING DRAWINGS FOR MORE INFORMATION.
70 NEW WALL MOUNTED URINALS. SEE PLUMBING DRAWINGS FOR MORE INFORMATION. 71 NEW ACCESSIBLE WALL MOUNTED URINALS. SEE PLUMBING DRAWINGS FOR MORE INFORMATION.
72 NEW RESTROOM DOOR SIGNAGE - PROVIDE NEW ACCESSIBLE COMPLYING ROOM SIGNAGE. PATCH AND REPAIR DOOR/WALL FINISHES AND SUBSTRATES MATERIALS

DAMAGED BY RETROFIT WORK TO MATCH CONDITION OF ADJACENT UNDISTURBED SURFACES.
73 NEW ROOM IDENTIFICATION SIGNAGE- (1) PROVIDE NEW ACCESSIBLE COMPLYING SIGNAGE WITH CONTRASTING RAISED LETTERING AND GRADE 2 BRAILLE. (2) PATCH

AND REPAIR FINISHES AND SUBSTRATES DAMAGED BY RETROFIT WORK TO MATCH CONDITION OF ADJACENT UNDISTURBED SURFACE.
74 NEW STAINLESS STEEL DOOR LOUVER AT EXISTING DOOR. SEE MECHANICAL DRAWINGS FOR FURTHER INFOMATION .
96 PROVIDE NEW TRENCH DRAIN. SEE PLUMBING DRAWINGS FOR FURTHER INFORMATION.

NN
3 SCALE: 1/4" = 1'-0"
ENLARGED DEMOLITION REFLECTIVE CEILING PLAN 4 SCALE: 1/4" = 1'-0"ENLARGED RENOVATION REFLECTIVE CEILING PLAN N
N

WALL LEGEND
5 SCALE: 1/4" = 1'-0"
TRASH ENCLOSURE 6 SCALE: 1/4" = 1'-0"TRASH ENCLOSURE REFLECTIVE CEILING

ENCLOSURE GENERAL NOTES

NOT FOR CONSTRUCTION- FOR BIDDING ONLY
DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D SD
SD
SD SD
SD
SD
SD

SD SD SD

SD SD SD

SD SD SD SD
SD
SD
SD
SD SD
SD
SD
SD
SD
SD
SD SD
SD
F SDF
F
F
F
F
F
F
F
F
F
F
SD
F
F
F
F
F
F
F
SDF
SDF
H
TYP.

OF 12
H
TYP.

OF 4
H
TYP.

OF 4
H TYP.

OF 2
H
TYP.

OF 4
H
H
H
H
H
H
TYP.

OF 3
H
TYP.

OF 2

CLASSROOM
102

CLASSROOM
104

CLASSROOM
101 CLASSROOM
103
OFFICE
107
MECH. ROOM
109

HALLWAY
106

CLASSROOM
124

CLASSROOM
123
OFFICE
111

ELECTRICAL
ROOM
118

HALLWAY
116A

HALLWAY
116B
MEN'S

RESTROOM
127

DRESSING ROOM
115

HALLWAY
110
FOYER
100

HALLWAY
108

WOMEN'S

RESTROOM
126

HALLWAY
112
OFFICE
OFFICE

STORAGE

WORKSHOP
OFFICE
H
TYP.

OF 25
H
H
TYP.

OF 2
H
TYP.

OF 20
H
TYP.

OF 20
H
TYP.

OF 20
H
TYP.

OF 12
H
TYP.

OF 12
H
TYP.

OF 2
H
TYP.

OF 7
A2.2 3
H
TYP.

OF 2
RR
R
R
R
EXISTING WALLS TO REMAIN. PATCH AND REPAIR

TO MATCH EXISTING FINISHES WHERE DAMAGED
BY DEMOLITION.

WALLS / ITEMS TO BE DEMOLISHED
NEW 2x WOOD STUDS AT 16" O.C. WITH FINISHES
PER MATERIAL SCHEDULE.

NEW 8X8X16 CMU WALL

REMOVE / CLEAN / REINSTALL EXISTING SUPPLY

AIR GRILLES

REMOVE / CLEAN / REINSTALL EXISTING RETURN

AIR GRILLES

REMOVE EXISTING LIGHT FIXTURE

REMOVE LIGHT FIXTURE

REMOVE/ REINSTALL EXISTING SMOKE DETECTOR

REMOVE/ REINSTALL EXISTING FIRE ALARM

REMOVE EXISTING LIGHT FIXTURE

EXISTING SUPPLY AIR GRILLES TO REMAIN

EXISTING RETURN AIR GRILLES TO REMAIN

EXISTING LIGHT FIXTURE TO REMAIN

LIGHT FIXTURE TO REMAIN

EXISTING SMOKE DETECTOR TO REMAIN

EXISTING FIRE ALARM TO REMAIN

EXISTING LIGHT FIXTURE TO REMAIN

EXISTING DATA OUTLET TO REMAIN

EXISTING JUNCTION BOX TO REMAIN

1. CAP ALL EXISTING UTILITIES & PREPARE FOR NEW WORK AS REQUIRED.

2. PROVIDE ALL LABOR, MATERIAL, AND EQUIPMENT NECESSARY TO COMPLETE

DEMOLITION WORK AS INDICATED ON DRAWINGS AND SPECIFICATIONS AND AS REQUIRED TO ACCOMMODATE NEW CONSTRUCTION.

3. PATCH, REPAIR, AND RESTORE ALL AREAS DAMAGED BY THE CONSTRUCTION

WORK AND DEMOLITION TO MATCH CONDITION OF ADJACENT UNDISTURBED SURFACES.

4. REMOVE FROM THE SITE ALL MATERIAL RESULTING FROM THE DEMOLITION WORK IN SUCH A MANNER AS TO AVOID CREATING A NUISANCE. DISPOSE OF

ALL MATERIALS FROM THE SITE ON A DAILY BASIS AT NO ADDITIONAL COST TO

THE OWNER

5. DISPOSE OF ALL MATERIAL RESULTING FROM THE DEMOLITION WORK IN

ACCORDANCE WITH ALL APPLICABLE LAWS AND REGULATIONS, INCLUDING THOSE GOVERNING NOISE, DUST, AND DIRT CONTROL; DISPOSAL OF HAZARDOUS MATERIALS; AND REQUIREMENTS OF THE LOCAL AIR QUALITY MANAGEMENT DISTRICT.

6. CONTRACTOR SHALL REMOVE AND SAVE FOR REINSTALLATION THE FOLLWING:

FIRE ALARM PANEL, STROBE LIGHTS, FIRE ALARM PULL STATIONS AND FIRE EXTINGUISHERS.

Edward
Lok Ng
C-16840
REN.11/30/23

L ICENSED
A

RCHITECT
STAT E
OF
CA
L

I FORN IA
Client:

Consultant:

CAD Draft:

Architect:

Engineer:

Job Number:

Date Issue:

Client:

Designer: Architecture
InteriorsPlanning
1511 Cota Ave. Long Beach, CA 90813 Tel. 562-912-7900
These drawings and accompanying, as instruments of service, are the exclusive property of the Architect and their use and publication shall be restricted to the original site for which they were prepared. Re-use, reproduction or publication by any method, in whole or part, is prohibited by writtenpermission from the Architect. Title to these plans and specifications shall remain with the Architect without prejudice, and visual with them shall constitute prima facie eveidence of acceptance of these restrictions.

G:\Project Files\2971 Santa Monica 2800 AA Bldg Remodel\01-Drawings\01-Revit\3-CD\2971 Santa Monica 2800 AA Bldg Remodel.rvt3/23/2023 5:19:10 PM 2800 AIRPORT AVENUE
SANTA MONICA CALIFORNIA 90405
A3.0 JSJSLNSANTA MONICA 3/15/23 2971 SANTA MONICA 2800 AA BLDG REMODEL 90% SUBMITTAL

DEMOLITION REFLECTIVE

CEILING PLAN
VC
N
1 SCALE: 1/8" = 1'-0"

DEMOLITION REFLECTIVE CELING PLAN

DEMOLITION KEYNOTES
H REMOVE EXISTING ELECTRICAL LIGHT FIXTURE, ETC. AND PREPARE FOR NEW ELECTRICAL WORK.

R REMOVE EXISTING GYB. BD CEILING. PREPARE AREA FOR NEW WORK.

WALL LEGEND

DEMO SYMBOL LEGEND
NO. REVISION DATE ISSUED

DEMOLITION NOTES

NOT FOR CONSTRUCTION- FOR BIDDING ONLY
DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D SD
SD
SD SD
SD
SD

SD SD SD

SD SD SD

SD SD SD SD
SD
SD
SD
SD SD
SD
SD
SD
SD SD
SD
F SDF
F
F
F
F
T
F
F
F
F
F
F
SD
F
F
F
F
F
F
F
SD
SD
SD
SDF
SDF
1 A4.1
TYP.

OF 6
TYP.

OF 4
TYP.

OF 8 TYP.

OF 2
61 36
20 36
61 36

CLASSROOM
102

CLASSROOM
104

CLASSROOM
101

CLASSROOM
103
OFFICE
107
MECH. ROOM
109

HALLWAY
106

CLASSROOM
124

CLASSROOM
123
OFFICE
111

ELECTRICAL
ROOM
118

HALLWAY
116A HALLWAY
116B
MEN'S

RESTROOM
127

DRESSING ROOM
115

HALLWAY
110
FOYER
100

HALLWAY
108

WOMEN'S

RESTROOM
126
LOBBY
119

HALLWAY
112
(FINISHED TO BE

DONE BY TENANT)
TYP.

OF 9
TYP.

OF 14
TYP.

OF 2
TYP.

OF 12
TYP.

OF 12
TYP.

OF 6
TYP.

OF 6
TYP.

OF 2
TYP.

OF 7
(NO WORK)
02 02
61 36
61 36
02 61 36
02 02
61 36
02 61 36
61 36
61 36
61 36
02 02
02 02 02 TYP.

OF 12
02 61 36
61 36
61 36 61 36
02 TYP.

OF 3
20 02
20 36
02 TYP.

OF 4
61 36
(FINISHED TO BE

DONE BY TENANT)

WORKSHOP
117
65 65
65 65
66 66
66 66
66 66
66 66
66 20
3' - 0"
02 TYP.

OF 2
A2.2 4
02 TYP.

OF 2
36 02
65 65
65 65
27 27
OS
OS
OS
OS
OS
OS OS
OS
EXISTING WALLS TO REMAIN. PATCH AND REPAIR

TO MATCH EXISTING FINISHES WHERE DAMAGED
BY DEMOLITION.

WALLS / ITEMS TO BE DEMOLISHED
NEW 2x WOOD STUDS AT 16" O.C. WITH FINISHES
PER MATERIAL SCHEDULE.

NEW 8X8X16 CMU WALL

CLEAN / REINSTALL EXISTING SUPPLY AIR

GRILLES

CLEAN / REINSTALL EXISTING RETURN AIR

GRILLES

REINSTALL EXISTING SMOKE DETECTOR

REINSTALL EXISTING FIRE ALARM

NEW LIGHT FIXTURE

EXISTING SUPPLY AIR GRILLES

EXISTING RETURN AIR GRILLES

EXISTING LIGHT FIXTURE

EXISTING LIGHT FIXTURE

EXISTING SMOKE DETECTOR

EXISTING FIRE ALARM

EXISTING LIGHT FIXTURE

EXISTING DATA OUTLET TO REMAIN

EXISTING JUNCTION BOX TO REMAIN
NEW CABINET FAN EXHAUST. SEE MECHANICAL

DRAWINGS
NEW OCCUPANCY SENSOR. SEE ELECTRICAL

DRAWINGS
OS
A. ELECTRICAL / MECHANICAL EQUIPMENT AND DEVICES: REINSTALL AND PROPERLY RECONNECT EXISTING DUCTWORK; SWITCHES; THERMOSTATS; AND OTHER EXISTING ELEC./MECH., EQUIPMENT AND DEVICES REMOVED DURING THE WORK BUT NOT INDICATED TO BE REMOVED. REINSTALL ONLY EQUIPMENT AND DEVICES THAT ARE IN GOOD CONDITION. DISCARD EQUIPMENT AND

DEVICES THAT ARE NOT IN CONDITION AT LEAST AS GOOD AS EXISTED BEFORE REMOVAL, AND PROVIDE NEW EQUIVALENT EQUIPMENT AND DEVICES. NEW

EQUIPMENT AND DEVICES SHALL EXACTLY MATCH THOSE REMOVED IN TYPE,

SIZE, FINISH, CONFIGURATION , AND OPERATING CHARACTERISTICS, UNLESS NOTED OTHERWISE. ALL INSTALLATION SHALL MEET CURENT BUILDING CODE.

B. PROVIDE NEW MATERIALS TO MATCH EXISTING UNDISTURBED WORK FOR CLOSING OF OPENINGS, REPAIRS, AND RENOVATION. NEW FINISH MATERIALS

AND SUBSTRATES TO MATCH EXISTING SHALL BE THE SAME TYPES, SIZES, QUALITIES, AND COLORS AS EXISTING ADJACENT MATERIAL. REPAIR ALL

DAMAGED OR DEFACED FLOOR, WALL, AND CEILING FINISHES ASSOCIATED WITH THESE ALTERATIONS.

C. THE CONTRACTOR/SUB-CONTRACTOR SHALL SUBMIT THE PLANS TO THE FIRE DEPARTMENT FOR DEFERED APPROVAL. USE THE EXISTING EQUIPMENT WHERE POSSIBLE.

D. WHERE EXISTING PLUMBING VENT PIPES ARE REMOVED FROM THE ROOF AND

NEW ONES ARE INSTALLED THE CONTRACTOR SHALL PATCH AND REPAIR THE ROOF. THE PATCHING AND REPAIR SHALL BE DONE USING A SUB-

CONTRACTOREXPERIENCED WITH ROOFING IN GENERAL AND ROOFING REPAIRS.

E. FLOOR COVERING MATERIALS SHALL COMPLY WITH ASTM STANDARD E 648, AND HAVING A SPECIFIC OPTICAL DENSITY SMOKE RATING NOT TO EXCEED 450 PER ASTM E 662. CBC 804.4
Edward
Lok Ng
C-16840
REN.11/30/23

L ICENSED
A

RCHITECT
STAT E
OF
CA
L

I FORN IA
Client:

Consultant:

CAD Draft:

Architect:

Engineer:

Job Number:

Date Issue:

Client:

Designer: Architecture
InteriorsPlanning
1511 Cota Ave. Long Beach, CA 90813 Tel. 562-912-7900
These drawings and accompanying, as instruments of service, are the exclusive property of the Architect and their use and publication shall be restricted to the original site for which they were prepared. Re-use, reproduction or publication by any method, in whole or part, is prohibited by writtenpermission from the Architect. Title to these plans and specifications shall remain with the Architect without prejudice, and visual with them shall constitute prima facie eveidence of acceptance of these restrictions.

G:\Project Files\2971 Santa Monica 2800 AA Bldg Remodel\01-Drawings\01-Revit\3-CD\2971 Santa Monica 2800 AA Bldg Remodel.rvt3/23/2023 5:19:11 PM 2800 AIRPORT AVENUE
SANTA MONICA CALIFORNIA 90405
A3.1 JSJSLNSANTA MONICA 3/15/23
2971
SANTA MONICA 2800 AA BLDG

REMODEL
90% SUBMITTAL

RENOVATION

REFELECTIVE CEILING
PLAN
VC
N
1 SCALE: 1/8" = 1'-0"

RENOVATION REFLECTIVE CELING PLAN

RENOVATION KEYNOTES
02 NEW LED LIGHTING FIXTURES. SEE ELECTRICAL DRAWING FOR FURTHER INFORMATION.
20 NEW GYP. BD. CEILING. PROVIDE NEW INSULATION.
27 NEW R-30 CEILING INSULATION. CEILING FINISH TO BE DONE BY TENANT. 36 EXISTING SMOKE DETECTOR AND ANY DEVICES CONNECTED TO EXISTING FIRE ALARM SYSTEM NOT LIMITED TO SMOKE DETECTOR TO REMAIN. PROTEC IN PLACE. 61 PATCH AND REPAIR DAMAGED CEILING AS NEEDED. TO MATCH EXISTING. 65 NEW HEAT PUMP FAN COIL UNIT. SEE MECHANICAL DRAWINGS. 66 PROVIDE NEW EXHAUST. SEE MECHANICAL DRAWINGS.

WALL LEGEND

RENOVATION SYMBOL LEGEND
NO. REVISION DATE ISSUED

RENOVATION NOTES

NOT FOR CONSTRUCTION- FOR BIDDING ONLY
DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D 6' - 0"
9' - 0"
P-1
CT-2 CT-2
P-1
21 P-2
LAV-1
P-1
CT-2
6 A5.0
3 LAV-1 LAV-1 WC-1 WC-1 WC-1 WC-2
21 CT-2
P-1
21 21 21
4 4 1 1 1 3
5 2 2 2
2 CT-2
P-1
WC-2
3 2 1
A5.0
2 6' - 0"
9' - 0"
21 P-1
CT-2
P-2
6 P-1
CT-2
WC-2
1 2
3 A5.0
2 WC-2 WC-1
21 21
LAV-1 LAV-1 UR-2 UR-1
UR-1
CT-2
P-1
3 1 4 4
2 2 5
CT-2
P-1
CT-2
P-1
CT-2
A5.0
4 UR-2
9' - 0"
P-1
RB-1 11 RB-1 P-1 78 RB-1
P-3
P-2
P-1
RB-1 RB-1
P-1
RBP-3-1
9' - 1 1/4"
OPEN
P-1 P-1
RB-1 RB-1 RB-1
OPEN
(N) WOOD BEAM
(N) WOOD BEAM
16' - 0" 12' - 0"
P-1
OPEN
P-3
RB-1
P-1
P-1
P-31

1. UNLESS SPECIFICALLY INDICATED OTHERWISE, PRODUCTS

SCHEDULED INDICATE QUALITY STANDARD REQUIRED, BUT ARE NOT INTENDED TO LIMIT COMPETITION. LISTED COLORS AND FINISHES ESTABLISH COLOR AND FINISH REQUIRED. EXCEPT FOR PRODUCTS NOTED AS "OWNER'S STANDARD," APPROVED EQUAL PRODUCTS MAY

BE SUBMITTED FOR OWNER REPRESENTATIVE'S REVIEW AND
APPROVAL. CONTRACTOR MAY REQUEST APPROVAL FROM OWNER

TO USE OR SUBSTITUTE ENVIRONMENTALLY PREFERABLE PRODUCTS AND RECYCLED PRODUCTS.

2. COLORS AND FINISHES SHALL MATCH SAMPLES AVAILABLE FOR VIEW

BY CONTRACTOR AT OWNER REPRESENTATIVE'S PROJECT SITE
OFFICE. ARCHITECT IS SOLE JUDGE OF COLOR AND FINISH MATCH.

3. WHERE "MATCH EXISTING" IS INDICATED, PROVIDE NEW MATERIAL AS NECESSARY TO PATCH OR EXTEND EXISTING MATERIAL. UNLESS AN

EXCEPTION IS SPECIFICALLY NOTED, NEW MATERIAL SHALL MATCH

EXISTING IN TYPE, MATERIAL, SIZE, THICKNESS, COLOR, AND PATTERN.

4. WHERE CONTRACT DOCUMENTS REQUIRE COLOR MATCH, BUT

EXISTING COLOR'S NAME IS UNKNOWN, MATCH COLORS AS NEARLY AS PRACTICABLE BY FIELD COMPARISON. ARCHITECT IS SOLE JUDGE OF COLOR MATCH ACCURACY. MISMATCHED COLORS WHERE MATCH
IS REQUIRED WILL BE REJECTED.

Edward
Lok Ng
C-16840
REN.11/30/23

L ICENSED ARCHITECT
STAT E OF CA L I FORN IA Client: Consultant: CAD Draft: Architect: Engineer:

Job Number:

Date Issue:

Client:

Designer: Architecture
InteriorsPlanning
1511 Cota Ave. Long Beach, CA 90813 Tel. 562-912-7900
These drawings and accompanying, as instruments of service, are the exclusive property of the Architect and their use and publication shall be restricted to the original site for which they were prepared. Re-use, reproduction or publication by any method, in whole or part, is prohibited by writtenpermission from the Architect. Title to these plans and specifications shall remain with the Architect without prejudice, and visual with them shall constitute prima facie eveidence of acceptance of these restrictions.

G:\Project Files\2971 Santa Monica 2800 AA Bldg Remodel\01-Drawings\01-Revit\3-CD\2971 Santa Monica 2800 AA Bldg Remodel.rvt3/23/2023 5:19:14 PM 2800 AIRPORT AVENUE
SANTA MONICA CALIFORNIA 90405
A4.0 JSJSLNSANTA MONICA 3/15/23 2971 SANTA MONICA 2800 AA BLDG REMODEL 90% SUBMITTAL

INTERIOR ELEVATIONS VC
N
O. REVISIO
N
D
A
TE IS
S
UED
1 SCALE: 1/4" = 1'-0"
WOMEN'S RESTROOM - NORTH 2 SCALE: 1/4" = 1'-0"WOMEN'S RESTROOM - EAST 3 SCALE: 1/4" = 1'-0"WOMEN'S RESTROOM - SOUTH 4 SCALE: 1/4" = 1'-0"

WOMEN'S RESTROOM - WEST
5 SCALE: 1/4" = 1'-0"
MEN'S RESTROOM - NORTH 6 SCALE: 1/4" = 1'-0"MEN'S RESTROOM - EAST 7 SCALE: 1/4" = 1'-0"MEN'S RESTROOM - SOUTH 8 SCALE: 1/4" = 1'-0"

MEN'S RESTROOM - WEST
9 SCALE: 1/4" = 1'-0"
LOBBY - EAST 10 SCALE: 1/4" = 1'-0"LOBBY - SOUTH
11 SCALE: 1/4" = 1'-0"
LOBBY - WEST 12 SCALE: 1/4" = 1'-0"

LOBBY - NORTH

RENOVATION KEYNOTES
11 NEW HOLLOW METAL DOOR AND HOLLOW METAL FRAME.
21 REINSTALL TOILET PARTITIONS AND PROVIDE NEW ATTACHED TOILET ACCESSORIES. 78 NEW WALL INFILL TO MATCH EXISTING, BY FILLING WITH CONCRETE AND #4 REBARS @12" O.C. EACH WAY AT CENTER OF WALL. PROVIDE #4 X 2'-0" DOWELS 6" INTO (E) CONCRETE WALL WITH " SET-XP" EXPOXY AROUND PERIMETER OF (N) OPENING.

ACCESSORY SCHEDULE
NO. EQUIP. MANUFACTURE COLOR/MODEL NO.
1 Bobrick B-221 Classic Series Surface Mounted Seat Cover Dispenser
Bobrick Washroom Equipment, Inc. B-221
2 Bobrick B-2888 Classic Series Surface Mounted Multi-roll Toilet Tissue Dispenser
Bobrick Washroom Equipment, Inc. B-2888
3 Bobrick B-5837.99 Two-Wall Wheelchair Toilet Compartment Peened Grab Bar
Bobrick Washroom Equipment, Inc. B-5837.99
4 Bobrick Mirror with Stainless Steel Channel Frame and Shelf Bobrick B-166 1824 5 Bobrick B-4112 Contura Series Surface Mounted Soap
Dispenser
Bobrick Washroom Equipment, Inc. B-4112
6 Bobrick B-3942 Classic Series Semi-Recessed Convertible Combination Towel and Waste Unit
Bobrick Washroom Equipment, Inc. B-3942

PLUMBING FIXTURE SCHEDULE

MARK TYPE DESCRIPTION CW HW W V
AP-1 ACCESS
PANEL

JL INDUSTRIES TMS WITH SCREW DRIVER - OPERATED STEEL CAM CLOSING MECHANISM.

DF-1 DRINKING

FOUNTAIN
ELKAY BI-LEVEL WATER COOLER - EZSTL8LC - VERSATILE
FD-1 FLOOR DRAIN J.R. SMITH FIG. 2115-A FLOOR DRAIN WITH DUCO CAST BODY, ROUND, HEEL

PROOF ADJUSTABLE STAINER GRATE WITH COMMON FRONT AND BACK DOUBLE DRAINAGE FLANGE, WEEP HOLES, 2" HUBLESS; FURNISH WITH TRAP PRIMER CONNECTION.
0' - 2" 0' - 1 1/2"
LAV-1 LAVATORY AMERICAN STANDARD WHEEL CHAIR USER WALL MOUNTED SINK WHTIE VITREOUS CHINA MODEL # 9141.011 OR EQUAL
LF-1 LAVATORY
FAUCET

AMERICAN STANDARD MONTERREY SINGLE CONTROL CENTERSET FAUCET-BASE MODEL-1.5 GPM; MODEL # 6114.110.002 OR EQUAL.
0' - 0 3/4" 0' - 2" 0' - 1 1/2"
TP-1 TRAP PRIMER PPP PRESSURE TYPE PRIMER WITH TRIM FOR MULTIPLE RUNOUTS 0' - 0 1/2" UR-1 URINAL AMERICAN STANDARD WASHBROOK FLOWISE 6590.001 ULTRA HIGH EFFICIENCY WHITE VITREOUS CHINA URINAL SYSTEM; 0.125GPF EXPOSED TOP SPUD URINAL & ULTIMA MANUAL URINAL FLUSH VALVE 6045013.002
0' - 0 3/4" 0' - 2" 0' - 1 1/2"
UR-2 URINAL AMERICAN STANDARD WASHBROOK FLOWISE 6590.001 (ADA) ULTRA HIGH EFFICIENCY WHITE VITREOUS CHINA URINAL SYSTEM; 0.125GPF EXPOSED TOP SPUD URINAL & ULTIMA MANUAL URINAL FLUSH VALVE 6045013.002 0' - 0 3/4" 0' - 2" 0' - 1 1/2"
WC-1 WATER
CLOSET
AMERICAN STANDARD MADERA MODEL 3461.528, ENLOGATED BOWL FLOOR MOUNTED WHITE VITRIOUS CHINA WATER CLOSET. 1.28 GPF WITH SELECTRONIC FLUSH VALVE AND ENLOGATED BOWL. OPEN FRONT SEAT FOR ACCESSIBLE INSTALLATION. OLSONITE SEAT #10 CT W/ OPEN FRONT.
0' - 1 1/2" 0' - 3" 0' - 2"
WC-2 WATER
CLOSET
AMERICAN STANDARD MADERA BARRIER FREE (ADA) MODEL 3461.528, ENLOGATED BOWL FLOOR MOUNTED WHITE VITRIOUS CHINA WATER CLOSET.

1.28 GPF WITH SELECTRONIC FLUSH VALVE AND ENLOGATED BOWL. OPEN FRONT SEAT FOR ACCESSIBLE INSTALLATION. OLSONITE SEAT #10 CT W/ OPEN FRONT.
0' - 1 1/2" 0' - 3" 0' - 2"
WHA-1 WATER
HAMMER

ARRESTOR
PPP #SWA-1000

FINISH MATERIAL NOTES

NOT FOR CONSTRUCTION- FOR BIDDING ONLY
DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D Level 1
0'- 0"
Level 2
9'- 9"
Level 3
19'- 5"
BASEMENT -10' - 0"
AREA
(NOT IN SCOPE)
AREA
(NOT IN SCOPE) AREA
(NOT IN SCOPE)
25 25
26 28 29
30 30

WORKSHOP
117
LOBBY
119
OFFICE
111

HALLWAY
108

CLASSROOM
124
(FINISHED TO BE DONE BY TENANT)
27 RB-1
P-1 P-1

STORAGE
15 HALLWAY
19B

CLASSROOM
14 P-1 P-1
RB-1 RB-1
11 11
P-2
78 P-2 P-2
EXISTING WALLS TO REMAIN. PATCH AND REPAIR

TO MATCH EXISTING FINISHES WHERE DAMAGED
BY DEMOLITION.

WALLS / ITEMS TO BE DEMOLISHED
NEW 2x WOOD STUDS AT 16" O.C. WITH FINISHES
PER MATERIAL SCHEDULE.

NEW 8X8X16 CMU WALL
Edward
Lok Ng
C-16840
REN.11/30/23

L ICENSED
A

RCHITECT
STAT E
OF
CA
L

I FORN IA
Client:

Consultant:

CAD Draft:

Architect:

Engineer:

Job Number:

Date Issue:

Client:

Designer: Architecture
InteriorsPlanning
1511 Cota Ave. Long Beach, CA 90813 Tel. 562-912-7900
These drawings and accompanying, as instruments of service, are the exclusive property of the Architect and their use and publication shall be restricted to the original site for which they were prepared. Re-use, reproduction or publication by any method, in whole or part, is prohibited by writtenpermission from the Architect. Title to these plans and specifications shall remain with the Architect without prejudice, and visual with them shall constitute prima facie eveidence of acceptance of these restrictions.

G:\Project Files\2971 Santa Monica 2800 AA Bldg Remodel\01-Drawings\01-Revit\3-CD\2971 Santa Monica 2800 AA Bldg Remodel.rvt3/23/2023 5:19:16 PM 2800 AIRPORT AVENUE
SANTA MONICA CALIFORNIA 90405
A4.1 JSJSLNSANTA MONICA 3/15/23
2971
SANTA MONICA 2800 AA BLDG

REMODEL
90% SUBMITTAL

SECTION
VC
1 SCALE: 1/4" = 1'-0"
Section 1

RENOVATION KEYNOTES
11 NEW HOLLOW METAL DOOR AND HOLLOW METAL FRAME.
25 EXISTING WINDOW TO REMAIN. PROTECT IN PLACE.
26 EXISTING ROOFING TO REMAIN. PROTECT IN PLACE.
27 NEW R-30 CEILING INSULATION. CEILING FINISH TO BE DONE BY TENANT. 28 EXISTING STRUCTURAL BEAM TO REMAIN. PROTECT IN PLACE. 29 EXISTING CEILING JOISTS TO REMAIN. PROTECT IN PLACE. 30 EXISTING DOOR TO REMAIN. PROTECT IN PLACE.
78 NEW WALL INFILL TO MATCH EXISTING, BY FILLING WITH CONCRETE AND #4 REBARS @12" O.C. EACH WAY AT CENTER OF WALL. PROVIDE #4 X 2'-0" DOWELS 6" INTO (E) CONCRETE WALL WITH " SET-XP" EXPOXY AROUND PERIMETER OF (N) OPENING.

WALL LEGEND
NO. REVISION DATE ISSUED
P-2

NOT FOR CONSTRUCTION- FOR BIDDING ONLY
DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D Level 1
0'- 0"
Level 2
9'- 9"
22 P-3
P-3
P-3
64 64 64 64
64 64 64
33 33
79 79 79 79 79
79 79
79 79
93 93 93 93
94 Level 1
0'- 0"
Level 2
9'- 9"
Level 3
19'- 5"
22 22
P-3
P-3
P-3
79 11 79 P-2
11 78 94
Level 1
0'- 0"
Level 2
9'- 9"
Level 3
19'- 5"
22 P-3
P-3 P-3
P-3
P-3
33 23
64 64 64 P-2 79 79 79
93 P-3
Level 1
0'- 0"
Level 2
9'- 9"
Level 3
19'- 5"
22 22
P-3 33 23 33
P-3 P-3 P-3
P-3
P-2 P-3 P-2
P-2
22 P-2
P-3
P-3

1. UNLESS SPECIFICALLY INDICATED OTHERWISE, PRODUCTS

SCHEDULED INDICATE QUALITY STANDARD REQUIRED, BUT ARE NOT INTENDED TO LIMIT COMPETITION. LISTED COLORS AND FINISHES ESTABLISH COLOR AND FINISH REQUIRED. EXCEPT FOR PRODUCTS NOTED AS "OWNER'S STANDARD," APPROVED EQUAL PRODUCTS MAY

BE SUBMITTED FOR OWNER REPRESENTATIVE'S REVIEW AND
APPROVAL. CONTRACTOR MAY REQUEST APPROVAL FROM OWNER

TO USE OR SUBSTITUTE ENVIRONMENTALLY PREFERABLE PRODUCTS AND RECYCLED PRODUCTS.

2. COLORS AND FINISHES SHALL MATCH SAMPLES AVAILABLE FOR VIEW

BY CONTRACTOR AT OWNER REPRESENTATIVE'S PROJECT SITE
OFFICE. ARCHITECT IS SOLE JUDGE OF COLOR AND FINISH MATCH.

3. WHERE "MATCH EXISTING" IS INDICATED, PROVIDE NEW MATERIAL AS NECESSARY TO PATCH OR EXTEND EXISTING MATERIAL. UNLESS AN

EXCEPTION IS SPECIFICALLY NOTED, NEW MATERIAL SHALL MATCH

EXISTING IN TYPE, MATERIAL, SIZE, THICKNESS, COLOR, AND PATTERN.

4. WHERE CONTRACT DOCUMENTS REQUIRE COLOR MATCH, BUT

EXISTING COLOR'S NAME IS UNKNOWN, MATCH COLORS AS NEARLY AS PRACTICABLE BY FIELD COMPARISON. ARCHITECT IS SOLE JUDGE OF COLOR MATCH ACCURACY. MISMATCHED COLORS WHERE MATCH
IS REQUIRED WILL BE REJECTED.

Edward
Lok Ng
C-16840
REN.11/30/23

L ICENSED
A

RCHITECT
STAT E
OF
CA
L

I FORN IA
Client:

Consultant:

CAD Draft:

Architect:

Engineer:

Job Number:

Date Issue:

Client:

Designer: Architecture
InteriorsPlanning
1511 Cota Ave. Long Beach, CA 90813 Tel. 562-912-7900
These drawings and accompanying, as instruments of service, are the exclusive property of the Architect and their use and publication shall be restricted to the original site for which they were prepared. Re-use, reproduction or publication by any method, in whole or part, is prohibited by writtenpermission from the Architect. Title to these plans and specifications shall remain with the Architect without prejudice, and visual with them shall constitute prima facie eveidence of acceptance of these restrictions.

G:\Project Files\2971 Santa Monica 2800 AA Bldg Remodel\01-Drawings\01-Revit\3-CD\2971 Santa Monica 2800 AA Bldg Remodel.rvt3/23/2023 5:19:19 PM 2800 AIRPORT AVENUE
SANTA MONICA CALIFORNIA 90405
A4.2 JSJSLNSANTA MONICA 3/15/23 2971 SANTA MONICA 2800 AA BLDG REMODEL 90% SUBMITTAL

EXTERIOR ELEVATIONS VC
NO. REVISION DATE ISSUED
1 SCALE: 1/8" = 1'-0"

EXTERIOR ELEVATION - NORTH
2 SCALE: 1/8" = 1'-0"

EXTERIOR ELEVATION - EAST
3 SCALE: 1/8" = 1'-0"

EXTERIOR ELEVATION - SOUTH
4 SCALE: 1/8" = 1'-0"

EXTERIOR ELEVATION - WEST

RENOVATION KEYNOTES
11 NEW HOLLOW METAL DOOR AND HOLLOW METAL FRAME.
22 NEW WALL-MOUNTED LED LIGHT FIXTURE.
23 NEW CONCRETE LANDINGS AND STAIRS. REMOVE EXISTING CONCRETE AND LANDSCAPING.
33 NEW ADA COMPLIANT HANDRAIL.
64 NEW WINDOW UNIT HEAT PUMP. SEE MECHANICAL DRAWINGS.
78 NEW WALL INFILL TO MATCH EXISTING, BY FILLING WITH CONCRETE AND #4 REBARS @12" O.C. EACH WAY AT CENTER OF WALL. PROVIDE #4 X 2'-0" DOWELS 6" INTO (E) CONCRETE WALL WITH " SET-XP" EXPOXY AROUND PERIMETER OF (N) OPENING. 79 REMOVE EXISTING HEATING UNIT, PROVIDE NEW WALL INFILL TO MATCH EXISTING. 93 REMOVE EXISTING FLUTE VENT. PROVIDE NEW WALL INFILL TO MATCH EXISTING. 94 REMOVE EXISTING WALL EXHAUST. PROVIDE NEW WALL INFILL TO MATCH EXISTING.

FINISH MATERIAL NOTES

NOT FOR CONSTRUCTION- FOR BIDDING ONLY
DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D

GRAB BAR
12" MIN. 24" MIN.
54" MIN.

GRAB BAR
24" MIN.
17" -18"
CL
60" MIN. CLEAR
M
A
N
E
U
V
E
RIN
G
S
P
A
C
E
60" MIN.
2% MAX. IN ANY

DIRECTION

STEEL SIGN WITH

PORCELAIN ENAMEL FINISH
(12" X 18" MIN., WHITE ON BLUE)
"VAN ACCESSIBLE" PLATE (12" X 16"

WHITE ON BLUE) STEEL SIGN WITH
PORCELAIN ENAMEL FINISH. MIN. 1"

HIGH LETTERING ONLY INSTALLED

WHEN HATCHED ACCESS AREA IS AT
LEAST 8' WIDE (LOCATED AT THE

INTERIOR SIDE OF THE ACCESSIBLE
STALL)

FINISH GRADE

CONCRETE FOOTING
12" SQ. X 2'-6" DEEP

MINIMUM FINE
$250
MIN.
3"
6'-8" MIN.

OR ROUND
12" SQ.

PARKING
ONLY
VAN

ACCESSIBLE
"MINIMUM FINE $250" PLATE (12" X 19"

WHITE ON BLUE) STEEL SIGN WITH
PORCELAIN ENAMEL FINISH. MIN. 1"

HIGH LETTERING
2'-6"
3" X 3" GLAV. STEEL TUBE

CENTERLINE POST W/ CENTERLINE

OF STALL

FINISH GRADE
2'-6"
A5.0
14 TRUNCATED
DOME
P.O.T.

PLAN
EA. WAY

2.3-2.4

0.18 - 0.22 HT.

RECESSED MOUNTED

SECTION/PLAN
(ALIGN EDGE OF

DETECTABLE SURFACE

FLUSH WITH ADJACENT
PAVING)MAX. 1/2" THK.

0.9 - 0.92 BASE

0.45 - 0.47 TOP
ALIGN

SECTION
NOTE:

DETECTABLE WARNING OF CLEARLY CONTRASTING COLOR
(COLOR: YELLOW, APPROXIMATE FS 33538 OF FEDERAL STANDARD 595C.)

TRUNCATED
DOME
P.O.T.

SECTION/PLAN
(ALIGN EDGE OF

DETECTABLE SURFACE

FLUSH WITH ADJACENT

PAVING)
ALIGN
NOTE:

DETECTABLE WARNING OF CLEARLY CONTRASTING COLOR
(COLOR: YELLOW, APPROXIMATE FS 33538 OF FEDERAL STANDARD 595C.)

FINISH SURFACE

ARROW POINTING IN

DIRECTION OF ACCESSIBLE
FEATURE. TYP.

NOTE: LETTERS AND

NUMERALS ARE RAISED
1/32" & ARE ACCOMPANIED
BY GRADE 2 BRAILLE.

CHARACTERS ARE
MINIMUM 5/8" HIGH AND A
MAXIMUM OF 2" HIGH.

ATTACH WITH 3M VHB
TAPE.
5' - 0"
12"

STRIKE SIDE OF
DOOR
EXIT
MOUNTING HEIGHT:

SIGNS WITH RAISED

CHARACTER AND BRAILLE
SHALL BE LOCATED 48

INCHES MINIMUM ABOVE

THE FINISH FLOOR OR

GROUND SURFACE,

MEASURED FROM THE

BASELINE OF THE LOWEST
LINE OF BRAILLE AND 60

INCHES MAXIMUM ABOVE

THE FINISH FLOOR OR

GROUND SURFACE,

MEASURED FROM THE

BASELINE OF THE

HIGHEST LINE OF RAISED
CHARACTERS.
3/8" MIN. -
1/2" MAX.

T
Y
P.
1/2" MIN.

CONTRACTED

CALIFORNIA
GRADE 2

BRAILLE

SUBMIT SHOP

DRAWINGS PRIOR

TO FABRICATION
5" X 5" SIGN, 1/8"

THICK NON-GLARE
ACRYLIC W/ 1/32"

RAISED TEXT AND
COPY. HELVETICA
65 MEDIUM TEXT &

FIELD COLOR TO BE

COORDINATED WITH
CITY. 1/4" ROUND

CORNERS
8" 8"
3/8" W/ EXPANSION JOINT

SEALANT W/ ROUNDED
BACKUP

PREMOULDED
FILLER
NOTE:

LOCATE E.J. @ 20'-0"
O.C. MAX. LOCATE PER

SITE PLAN
#4 @ 24" O.C.

A EXPANSION JOINT

B CONTROL JOINT
NOTE:

LOCATE C.J. @ 5'-0"
O.C. MAX. LOCATION PER

SITE PLAN
1/4" X 1" DEEP SAWCUT

OR TOOLED JOINT
AT CMU WALL:
3-#16 x 2 1/2" LONG

EXPANSION ANCHORS TO

WALL STRUCTURE OR AS

PROVIDED BY

ANUFACTURER
WALL

LOCATE GRAB BARS ON EACH SIDE, OR ONE SIDE AND THE BACK, OF THE WATER CLOSET, 33 INCHES ABOVE AND PARALLEL TO THE FLOOR. GRAB BARS AT THE SIDE ARE TO BE AT LEAST 42 INCHES LONG WITH THE FRONT END POSITIONED 24 INCHES IN FRONT OF THE WATER CLOSET. GRAB BARS AT THE BACK CAN NOT BE LESS THAN 36 INCHES LONG. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACE IS REQUIRED TO BE 1 1/2" O.D., OR THE SHAPE IS TO PROVIDE AN EQUIVALENT GRIPPING SURFACE.

IF GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND THE GRAB BARS IS TO BE 1 1/2 INCHES. GRAB BARS ARE TO RESIST 250 POUNDS OF DOWNWARD FORCE AND TORSION. GRAB BARS ARE TO BE MADE OF STAINLESS STEEL WITH A PINED SURFACE AND SNAP FLANGES OVER MOUNTING BOLTS.

AT STUD WALL:

USE MANUFACTURER'S

MOUNTING HARDWARE FOR

ATTACHMENT TO WALL
STRUCTURE. PROVIDE 1/8" MIN.

STEEL PLATE AS BACKING

PROVIDE
MIN. 2x12

SOLID BLK'G

AT WOOD

STUD WALLS

OR STEEL
PLATE

TOILET SEAT COVER DISPENSER(HIGHEST OPERABLE PART)

PAPER TOWEL DISPENSER(HIGHEST OPERABLE PART)

SANITARY NAPKIN DISPOSAL(HIGHEST OPERABLE PART)SOAP DISPENSER(HIGHEST OPERABLE PART)

MIRROR ABOVE LAVATORY(TOP AND BOTTOM EDGEOF REFLECTIVE SURFACE) FINISH
FLOOR
A.F.F.
40" MAX.
17" MIN. DEPTH
1' - 6"
34" MAX.

ADA-COMPLYING HAND WASHING

FAUCET AT WALL-HUNG LAVATORY

PROVIDE

PIPE INSULATION

FINISH FLOOR

LAVATORY
29" MIN.

KNEE CLR.
8"
TOE CLR.
6" MAX.

MIN.
9"
27" CLEAR KNEE SPACE
3' - 0"
3' - 0"
2" WIDE WHITE STRIPING -
2 COATS, TYP.

BLUE BACKGROUND -
2 COATS TYP.
1 1/2" WIDE WHITE STRIPING
WHEELCHAIR SYMBOL - 2
COATS TYP.

ALIGN AT END OF 90
DEG. STALL (ALIGN 2' FROM

END OF DIAGONAL STALL)
T
Y
P.
2"
4" DIA.

93.00°

78.00°
6"
4"
4"
7 3/4"
3"
2" WIDE WHITE STRIPING -
2 COATS, TYP.

BLUE BACKGROUND -
2 COATS TYP.
1 1/2" WIDE WHITE STRIPING
WHEELCHAIR SYMBOL - 2
COATS TYP.

ALIGN AT END OF 90
DEG. STALL (ALIGN 2' FROM

END OF DIAGONAL STALL)
4" DIA.
1/4" MIN. THICKNESS TYPICAL AND IN

CONTRASTING COLORS OF THE
DOOR. (TYPICAL) THE GENDER

WORD IS LOCATED DIRECTLY

UNDER PICTOGRAM
NOTE: LETTERS AND NUMERALS ARE
RAISED 1/32" AND ARE ACCOMPANIED BY
GRADE 2 BRAILLE. CHARACTERS ARE
MINIMUM 5/8" HIGH AND A MAXIMUM OF
2" HIGH. ATTACH WITH 4 STAINLESS
STEEL SCREWS.

H
EIG
H
T
N
O
T
E

SEE MOUNTING
MOUNTING HEIGHT:

SIGNS WITH RAISED CHARACTER AND
BRAILLE SHALL BE LOCATED 48 INCHES

MINIMUM ABOVE THE FINISH FLOOR OR

GROUND SURFACE, MEASURED FROM
THE

BASELINE OF THE LOWEST LINE OF
BRAILLE AND 60 INCHES MAXIMUM ABOVE

THE FINISH FLOOR OR GROUND

SURFACE, MEASURED FROM THE

BASELINE OF THE HIGHEST LINE OF
RAISED CHARACTERS.

CONTRACTED CALIFORNIA GRADE 2

BRAILLE

LATCH SIDE

OF DOOR
8"x6" SQ.

WOMEN
5" TYP.
3/8" MIN. -
1/2" MAX.

T
Y
P.
1/2" MIN.
8"x6" SQ.

MEN
5' - 0"
NOTE: LETTERS AND NUMERALS ARE
RAISED 1/32". CHARACTERS ARE
MINIMUM 5/8" HIGH AND A MAXIMUM OF
2" HIGH. ATTACH WITH 4 STAINLESS
STEEL SCREWS.
12" DIAMETER CIRCLE 1/4" THICK AND 12" EQUILATERAL TRIANGLE 1/4" THICK. THE WORD "RESTROOM" IS LOCATED DIRECTLY UNDER PICTOGRAM. COLOR OF TRIANGLE SHALL CONTRAST VISUALLY WITH THE COLOR OF THE CIRCLE. COLOR OF CIRCLE SHALL CONTRAST VISUALLY WITH THE DOOR COLOR.
1/8" MIN. RADIUS

AT CORNERS

TYPICAL AT LATCH SIDE

OF ENTRANCE DOOR

EASED EDGES
FINISH: ALL RESTROOM SIGNS SHALL
HAVE A NON-GLARE FINISH.

EQ. EQ.

RESTROOM RESTROOM
A5.0
7 3" SQ. GALVANIZED STEEL TUBE

REFLECTORIZED ACCESSIBLE SIGN
2 LOCK WASHERS
1/2" DIAMETER CARRIAGE BOLT
W/ NUT
FOR CONCRETE: SPRAY-APPLY 2 COATS

OF CONTRASTING EPOXY PAINT WITH
SILICA GRANULES TO PROVIDE ADACOMPLYING SLIP RESITATNCE.

FOR BRICK OR TILE: SPRAY-APPLY 2

COATS OF CONTRASTING ACRYLIC

ENAMMEL PAINT WITH SILICA GRANULES

TO PROVIDE ADA- COMPLYING SLIP

RESITNATCE
FOR VCT: PROVIDE 3M "SAFETY-WALK"

SLIP RESISTNAT FGNERAL PRPOSE
TAPE-600 SERIES OR EQUAL
1"
MAX.
2"

WARNING STRIPING

OF CLEARLY

CONTRASTING
COLOR
CONC.
30° MAX.

STEP
1/2" MAXIMUM

RADIOUS
6' - 0"
6" 6"
2- 1" DIA.

HOLES
MIN. 1" HIGH LETTERING

STEEL SIGN WITH

PORCELAIN ENAMEL FINISH
(17" X 22" MIN., WHITE ON BLUE)

VERIFY TELEPHONE INFORMATION

PRIOR TO SIGN CONSTRUCTION
3" X 3" GLAV.

STEEL TUBE

FINISH GRADE

CONCRETE FOOTING
12" SQ. X 2'-6" DEEP

UNAUTHORIZED

VEHICLES PARKED IN

DESIGNATED

ACCESSIBLE SPACES

NOT DISPLAYING

DISTINGUISHING

PLACARDS OR SPECIAL

LICENSE PLATES

ISSUED FOR PERSONS

WITH DISABILITIES

SHALL BE TOWED

AWAY AT OWNER'S
EXPENSE. TOWED

VEHICLES MAY BE

RECLAIMED

AT -----------------------

OR BY TELEPHONING
TELEPHONE No:
(_ _ _) _ _ _ - _ _ _ _
MIN.
3"
6'-8" MIN.

TYP. 2'-6"

FLOOR LINE
13 1/2" MINIMUM

TOP OF CONTROL
FLUSH CONTROL 17" MAXIMUM
44" MAXIMUM
17" - 19"
36" LONG S.S. GRAB BAR AT BACK OF WALL
FINISH FLR.

TOILET
PAPER

DISPENSER

TO HAVE

CONTINUOUS

PAPER FLOW
CBC
TOILET 11B-604.7
54" MIN.
7" MIN. TO 9" MAX.
36" MAXIMUM
33" MIN. AFF. TOP OF GRAB BAR
1 1/2"
MIN.

CLR.

GRAB BAR
19" MIN.

AND BELOW
24" MIN.

A5.0
5 TOILET SEAT
42" MIN. LONG S.S. GRAB BAR AT SIDE WALL
6" MIN. 3" MIN.

TUBE SLEEVE
2" STD.

THICKEN CONC.

WALKWAY WHERE
OCCURS
SET POST IN "EPOXY"
GROUT. CENTER RAIL
WITHIN HOLE.

FINISH SURFACE

WHERE OCCURS

FILL GAP W/

EPOXY GROUT
NEW 1 -1/2" O.D.

GALVANIZE STEEL TUBE
6"
4"
OVER
2" COMPACTED SAND BASE
VISQUEEN W.P
MEMBRANE 6 MIL. MIN.

FOR INTERIOR SLAB
#4 @ 16" O.C. EACH WAY
LEVEL
12"
36"
1 1/4" MAX.
1/2" RADIUS
MAX.

LEVEL
12"
1 1/2" O.D. GALVANIZED TUBE STEEL
WITH .120" WALL THICKNESS
NOTE:

GRIND SMOOTH

ALL WELDS
3" RADIUS
30 MAX.
3" RADIUS
TREAD + 12"
A5.0
22 A5.0
22 1' - 6"
TREAD TYP.
1' - 0"
A5.0
21 TYP.

LEVEL
12"
37"
1 1/4" MAX.
1/2" RADIUS
MAX.

LEVEL
12"
1 1/2" O.D. GALVANIVED TUBE STEEL
WITH .120" WALL THICKNESS
NOTE:

GRIND SMOOTH

ALL WELDS
3"
RADIUS
3" RADIUS
A5.0 TREAD + 12"
22 A5.0
22 SEE STRUCTURAL FOR

FURTHER INFO
1' - 6"
1' - 0"
A5.0
21 TYP.
3" RAD.
6" HIGH

CONCRETE

GUIDE CURB
1-1/2" O.D. GALVANIZE TUBE STEEL WITH

0.120" WALL THICKNESS AT TOP RAIL
INTERMEDIATE 1-1/2" O.D.

ROUND SUPPORT @ 6'-0"
O.C. MAX. WHERE
OCCURS
3" RAD.

TOP
OF

INCLINE
TOP OF

INCLINE
TYP.
0' - 6"
3' - 0"
15".
0' - 6" 15".

NOTE:

SEE PLAN

FOR RAIL AND

POST FINISH
A5.0
26 "HI"
FINISH
FLOOR

ABOVE FINISH FLOOR
36" MAXIMUM

CHILLED

DRINKING

FOUNTAINS
5" MAX. 15" MIN.

ABOVE FINISH FLOOR
38" MINIMUM TO 43" MAXIMUM

FACE OF WALL
"LOW"
48" CLEARANCE FOR DOUBLE
NOTE: PROVIDE 4" HIGH

MINIMUM FLOW OF
WATER.

DEEP
18" MINIMUM

CLEAR KNEE SPACE
27" MIN.

NEW 1-1/2" O.D. GALVINIZE

STEEL TUBE AT HANDRAILS

SET POST IN STEEL PIPE

SLEEVE & FILL WITH EPOXY
4 @ TOP

SCARIFY PORTION OF

RAIL IN CONTACT WITH
EPOXY

NEW CONCRETE CURB

CONCRETE RAMP

WHERE OCCURS

GALVANIZED (ASTM
A123) POST SLEEVE
2-1/4" DIA. STD.

STRENGTH STEEL
PIPE (ASTM A53.

GRADE B)
MIN.
0' - 3"
1-1/2" O.D. POST)
(3" DIAMETER COREDRILL FOR
0' - 6"
MAX.

CL
1/4" TYP.
1' - 0"
12"
18"
4"
4" CONCRETE SLAB
W/ #4 @ 12" O.C. EA.

WAY
2 #4 DOWEL
#4 REBAR TOP
& BOTTOM
2" AGGREGATE BASE
6"
NEW 1-1/2" DIA. GALVANIZE TUBE
STL. HANDRAIL W/.120"
THICKNESS, SET IN 2" DIA. DRILLED

HOLES W/ EPOXY
NEW 4" CONC. RAMP W/
#4 REBAR @ 16" O.C.E.W. 6" CURB
#4 REBAR TOP
& BOTTOM
2" AGGREGATE BASE
(90% COMPACTION)

COMPACT FILL
(90% COMPACTION)

EXISTING

PAVEMENT
EASE EDGES 1/2"
CHAMFER (TYP.)

RAIL POCKET FILLED WITH
EPOXY FOR SECURITY (TYP.)
(SEE PLAN)
VARIES

EXISTING PLANTER
1' - 0"
6" CURB
A5.0
26 4' - 0" MIN.

DETECTABLE WARNING

OF CLEARLY

CONTRASTING COLOR
(COLOR: YELLOW,
APPROXIMATE FS 33538 OF
FEDERAL STANDARD 595C.)
6" MIN. - 8" MAX. FROM

FACE OF CURB

FACE OF CURB FLUSH TRANSITION

BETWEEN RAMP

AND LANDING
X 4' - 0" X 8% MAX. SLOPE
8% MAX.

SLOPE
8% MAX.

SLOPE
3' - 0"
CURB FACE 6" OR LESS 7" 8" 9" 10" 11" 12"
X 6' 7' 8' 9' 10' 11' 12'

WALKWAY
NOTES:

CURB RAMP PER 2019 CBC SECTION
11B-406.

DETERMINED
BY CURB HT.

A5.0
19 Edward
Lok Ng
C-16840
REN.11/30/23

L ICENSED ARCHITECT
STAT E OF CA L I FORN IA Client: Consultant: CAD Draft: Architect: Engineer:

Job Number:

Date Issue:

Client:

Designer: Architecture
InteriorsPlanning
1511 Cota Ave. Long Beach, CA 90813 Tel. 562-912-7900
These drawings and accompanying, as instruments of service, are the exclusive property of the Architect and their use and publication shall be restricted to the original site for which they were prepared. Re-use, reproduction or publication by any method, in whole or part, is prohibited by writtenpermission from the Architect. Title to these plans and specifications shall remain with the Architect without prejudice, and visual with them shall constitute prima facie eveidence of acceptance of these restrictions.

G:\Project Files\2971 Santa Monica 2800 AA Bldg Remodel\01-Drawings\01-Revit\3-CD\2971 Santa Monica 2800 AA Bldg Remodel.rvt3/23/2023 5:19:22 PM 2800 AIRPORT AVENUE
SANTA MONICA CALIFORNIA 90405
A5.0 JSJSLNSANTA MONICA 3/15/23 2971 SANTA MONICA 2800 AA BLDG REMODEL 90% SUBMITTAL

ACCESSIBLE DETAILS VC
N
O. REVISIO
N
D
A
TE IS
S
UED
ACCS. R.R. STALL SCALE: 3/4" = 1'-0" 1
ADA PARKING SIGN SCALE: 1" = 1'-0" 15
DETECTABLE WARNINGSCALE: 1" = 1'-0" 19
DIRECTIONAL SIGN SCALE: 1" = 1'-0" 10
EXIT SIGN SCALE: 1/4" = 1'-0" 9
EXPANSION JOINT SCALE: 1" = 1'-0" 25 GRAB BAR SCALE: 6" = 1'-0" 5 MOUNTING HEIGHTS SCALE: 1/2" = 1'-0" 6
ISA PARKING SIGN SCALE: 1" = 1'-0" 13 LAVATORY SCALE: 1" = 1'-0" 3 R.R. ROOM ID @ WALL SCALE: 1/4" = 1'-0" 7
RESTROOM SIGN SCALE: 1/4" = 1'-0" 8
SIGN MOUNT SCALE: 3" = 1'-0" 14
STAIR STRIPING SCALE: 1" = 1'-0" 21
TIRE STOP STALL SCALE: 3/4" = 1'-0" 18
TOW-AWAY SIGN SCALE: 1" = 1'-0" 12
URINAL SCALE: 1" = 1'-0" 4
CORE DRILL SCALE: 3" = 1'-0" 22 WATER CLOSET SCALE: 1" = 1'-0" 2 CONCRETE SLAB SCALE: 1" = 1'-0" 20
HANDRAILS AT STAIRS SCALE: 3/4" = 1'-0" 17
STAIR SCALE: 3/4" = 1'-0" 16
RAMP HANDRAIL SCALE: 1" = 1'-0" 23
COREDRILL @ CURB SCALE: 3" = 1'-0" 26 DRINKING FOUNTAIN SCALE: 1" = 1'-0" 11 RAMP SECTION SCALE: 1" = 1'-0" 24
RAMP CROSS-SECTION SCALE: 1" = 1'-0" 27

CURB RAMP

NOT FOR CONSTRUCTION- FOR BIDDING ONLY
SCALE: 1/4" = 1'-0" 30
DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D NEW 12x12 TILE

OVER MORTAR BED

NEW WOODEN STUDS
NEW 5/8" CEMENT BOARD

NEW TRACK FASTENERS
NEW 24x24 TILE OVER

CEMENT BOARD
NEW R-13 SOUND

INSULATION
0' - 2 1/2"

NEW CONCRETE
1% SLOPE MIN.
2% SLOPE MAX.

TO DRAIN

GLAZING

JAMB BEYOND

DOOR PER
SCHEDULE. WOOD
MAY OCCUR.

GASKET. TYP.

MAX.
10"
1/4"

NEW EXPANSION
JOINT

THRESHOLD-ALIGN

W/ JAMB
1/4" MAX
SLOPE
(E) GYP. BD. WALL
3 1/2"
(N) RUBBER BASE 4"
VINYL
(N) FLOORING AS

SCHEDULED

WATER-RESISTANT
GYP. BD. WALL

BULL NOSE
TILE/JOLLY AT TOP.

FLOORING AS

PER INTERIOR ELEVATION

SCHEDULED

TILE AS

SCHEDULED, THIN
SET OVER 5/8"

CEMENT BOARD

WATER-RESISTANT
GYP. BD. WALL

BULL NOSE
TILE/JOLLY AT TOP.

FLOORING AS

SCHEDULED

TILE AS

SCHEDULED, THIN
SET OVER 5/8"

CEMENT BOARD
4"
A B
2"
3"
T
Y
P
6"
12"
MIN.
6"
0' - 8"

NATIVE EARTHEN
GRADE
# 3@ 18" O.C. EA.

WAY,3" EDGE
DISTANCE T&B.

HOUSEKEEPING PAD
AS REQ'D. SEE
MECH. DWGS. FOR

LOCATION AND SIZE
MECH. UNIT PER
PLAN
3/4" CHAMFER

AT CORNERS

FASTEN TO PAD PER
6 FIELD - SUPPLIED

TIE DOWN - BOLTS
2" SAND
1" CROWN
3"
12"
2' - 0"
2" 3" 3"
TYP.
3"
3-#4 TIES @ 3" O.C. T&B
BALANCE OF #4 TIES @
8" O.C.

STEEL POST ( SEE

FENCE DETAIL FOR SIZE)
6 #6 VERT. EQUALLY
SPACED
12"
CLEAR
3"
#4 TIES, TYP.

STEEL POST #7 VERT., TYP. OF 4

SECTION
PLAN

SEE PLAN SEE PLAN
7' - 0"
4" SQ. JAMB / POST

OFFSET PULL

HANDLE ON BOTH

SIDES OF GATE WITH

MORTISE LOCK

GATE STRIKE

CHANNEL

FINISH GRADE
3'-0"
M
AX.
3"
A5.1
7 4"
8"
1' - 4"
6"
8'- 0"
18"
12"

CONCRETE FOOTING

CONCRETE CURB WITH
3/4" CHAMFER
#4 HORIZONTAL REBAR
AT 16" O.C. 2 AT TOP
8" CONCRETE BLOCK

WALL GROUTED

INTERIOR OF WALL

SHALL BE CLEAR OF

ANY OBSTRUCTIONS
#4 VERT. RE-BAR FULL

HEIGHT OF WALL AT
16" O.C.

MAINTAIN CONSTANT

ELEVATION AT TOP OF
BLOCK WALL.

CEMENT MORTAR CAP

CRUSHED

MISCELLANEOUS BASE
90% COMPACTION
#4 CONSTINUOUS

HORIZONTAL REBAR

CRUSHED

MISCELLANEOUS BASE
90% COMPACTION

CONCRETE BLOCK

WALL GROUTED
SLOPE DOWN AT 1/8" PER FOOT

WALK/ ALLEY
5°

45.00°
GROUTED 8" CONC. BLOCK WALL

STEEL ANGLE WITH REBAR

EMBEDDED IN GROUT ( FULL HEIGHT

OF BLOCK WALL)
#4 RE-BAR, 5" LONG, AT 16" O.C. FULL

PENERTRATION WELD TO ANGLE AT
45 DEGREE ANGLE TO EACH LEG.
3"X3"X1/4" GALVANIZED METAL

ANGLE FULL HEIGHT OF WALL
16" TIP
MAX
10' - 0"
8' - 0"
MIN.

VARIES
8'- 0" MIN.
10' - 0"
SLOPE ROOF @2% MIN.

SOLID ROOF STRUCTURE /

CANOPY TO MEET UBC AND

PANNING REQUIREMENTS

STEEL METAL COLUMN TUBING

AND EMBEDMENT PER UBC

REQUIRMENTS AND BUILDING

AND SAFTEY
RECOMMENDATIONS. ( KEEP
COLUMN CLEAR OF ANGLE REBAR EMBEDMENT)

CONCRETE BLOCK WALL WITH

SOILD GROUTED CELLS
GATE REQUIRED. MOTORIZED

ROLL-UP DOOR
A5.1
11 8' - 0" 2' - 0"
MAX
10' - 0"

PROVIDE

SEALANT,
TYP.

EXISTING

CONCRETE WALL

NEW HOLLOW

METAL FRAME

AT CMU CONDITIONS NEW HOLLOW METAL DOOR
0' - 2"

ANCHOR BOLT PER

MANUFACTURE

RECOMMENDATION
8"
(E) CONCRETE WALL

NEW HOLLOW

METAL FRAME

HM STOP

NEW HOLLOW

METAL DOOR

PROVIDE SHIM

AND SEALANT,
TYP.

NEW GROUT

ANCHOR BOLT PER

MANUFACTURE

RECOMMENDATION

JAMB BEYOND

DOOR PER
SCHEDULE.

KICKPLATE
10"
1/4"

NEW EXPANSION
JOINT

THRESHOLD-ALIGN

W/ JAMB
1/4" MAX
SLOPE
NEW 1-1/2" DIA.

GALVANIZE TUBE STL.

GUARDRAILING W/.120"
THICKNESS, SET IN 2"
DIA. DRILLED HOLES W/
EPOXY
EASE EDGES 1/2"
CHAMFER (TYP.)

RAIL POCKET FILLED

WITH EPOXY FOR
SECURITY (TYP.)
A5.0
26 #4 BARS AT 16" O.C.

EACH WAY
3"
2"
PROVIDE 90%

COMPACTION AT

EXISTING NATIVE

SUBGRADE

THICKEN EDGE ALL
SIDES. (TYP.)
NOTE: CRACK CONTROL JOINTS TO BE LOCATED WITH A MAXIMUM OF 8' SPACING OR AS DETERMINED BY CITY INSPECTOR IN BOTH DIRECTIONS. EXPANSION JOINTS TO BE LOCATED AT ALL SLAB OR BUILDING INTERFACE LOCATIONS.

CONCRETE SLAB

EXPANSION MATERIAL
1' - 0"
3' - 6"
10"
6"

EXISTING

RETAINING WALL
SIM
Edward
Lok Ng
C-16840
REN.11/30/23

L ICENSED ARCHITECT
STAT E OF CA L I FORN IA Client: Consultant: CAD Draft: Architect: Engineer:

Job Number:

Date Issue:

Client:

Designer: Architecture
InteriorsPlanning
1511 Cota Ave. Long Beach, CA 90813 Tel. 562-912-7900
These drawings and accompanying, as instruments of service, are the exclusive property of the Architect and their use and publication shall be restricted to the original site for which they were prepared. Re-use, reproduction or publication by any method, in whole or part, is prohibited by writtenpermission from the Architect. Title to these plans and specifications shall remain with the Architect without prejudice, and visual with them shall constitute prima facie eveidence of acceptance of these restrictions.

G:\Project Files\2971 Santa Monica 2800 AA Bldg Remodel\01-Drawings\01-Revit\3-CD\2971 Santa Monica 2800 AA Bldg Remodel.rvt3/23/2023 5:19:24 PM 2800 AIRPORT AVENUE
SANTA MONICA CALIFORNIA 90405
A5.1 JSJSLNSANTA MONICA 3/15/23
2971
SANTA MONICA 2800 AA BLDG

REMODEL
90% SUBMITTAL

DETAILS
VC
N
O. REVISIO
N
D
A
TE IS
S
UED
TILE AT WALL & FLOOR 3" = 1'-0" 1
THRESHOLD - ENTRY 3" = 1'-0" 2
BASE 6" = 1'-0" 4
BASE/WAINSCOT - TILE 3" = 1'-0" 5
HOUSEKEEPING PAD 1" = 1'-0" 13
FENCE CONC. FOOTING 1 1/2" = 1'-0" 7
GATE ELEVATION 3/8" = 1'-0" 8
SECTION B 1" = 1'-0" 15 SECTION C 1" = 1'-0" 12
TRASH ENCLOSURE - NORTH SCALE: 1/4" = 1'-0" 21 DETAIL D 1 1/2" = 1'-0" 11 TRASH ENCLOSURE - EAST SCALE: 1/4" = 1'-0" 22
JAMB TO CONCRETE 3" = 1'-0" 10
HEAD TO CONCRETE 3" = 1'-0" 9
THRESHOLD - ENTRY 2 3" = 1'-0" 3

NOT FOR CONSTRUCTION- FOR BIDDING ONLY
GUARDRAIL AT RETAIN.
1 1/2" = 1'-0" 6
DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D

CLASSROOM
102

CLASSROOM
104

CLASSROOM
101

CLASSROOM
103
OFFICE
107
MECH. ROOM
109

HALLWAY
106

CLASSROOM
124

CLASSROOM
123
OFFICE
111

ELECTRICAL
ROOM
118

HALLWAY
116A

HALLWAY
116B
MEN'S

RESTROOM
127

WORKSHOP
117

DRESSING ROOM
115

HALLWAY
110
FOYER
100

HALLWAY
108

WOMEN'S

RESTROOM
126
LOBBY
119

HALLWAY
112
STAIRS
26 STAIRS
27 (N) 4X6 WOOD POST W/
HDU2 SEE DETAIL
PROVIDE 3'-0" SQ. X 1'-0"
PAD WITH 6- #4

REINFORCING EACH WAY
UNDER
(E) WALL FOOTING
(E) SLAB ON
GRADE CONC.
(E) SLAB ON
GRADE CONC.
(E) SLAB ON
GRADE CONC.
(E) SLAB ON
GRADE CONC.
(E) SLAB ON
GRADE CONC.
(E) SLAB ON
GRADE CONC.
(E) FTG.
1' - 6"
(E) FTG.
1' - 2"
(E) FTG.
1' - 6"
(E) FTG.
1' - 2"
(E) FTG.
1' - 4"
(E) FTG.
1' - 0"
(E) FTG.
3' - 0"
(E) FTG.
4' - 8"
(E) FTG.
3' - 0"
(E) FTG.
4' - 8"
(E) FTG.
3' - 0"
(E) FTG.
4' - 8"
(E) FTG.
4' - 8"
(E) FTG.
3' - 1"
(E) FTG.
4' - 8"
(E) FTG.
3' - 1"
(E) FTG.
4' - 8"
(E) FTG.
3' - 1"
(E) FTG.
1' - 2"
(E) FTG.
1' - 2"
(E) FTG.
1' - 4"
(E) FTG.
1' - 2"
(E) FTG.
1' - 2"
(E) FTG.
1' - 4"
E( ) FTG.
1' - 4"
(E) FTG.
1' - 4" (E) FTG.
1' - 4"
(E) FTG.
1' - 4"
(E) FTG.
2' - 0"
(E) FTG.
2' - 0"
(E) FTG.
1' - 2"
(E) FTG.
1' - 2"
(E) FTG.
1' - 4"
(E) FTG.
1' - 4"
(E) FTG.
1' - 4"
(E) FTG.
2' - 0"
(E) FTG.
1' - 4"
(E) FTG.
1' - 4"
(E) FTG.
1' - 4"
(E) FTG.
1' - 4"
(E) FTG.
1' - 4"
(E) FTG.
1' - 4"
(N) ROOF

BEAM ABOVE

FOOTINGS AT BASTMENT LEVEL

FOOTINGS AT GRADE
SD1.0
16 SD1.0
16 (N) 4X6 WOOD POST W/
HDU2 SEE DETAIL
PROVIDE 3'-0" SQ. X 1'-0"
PAD WITH 6- #4

REINFORCING EACH WAY
UNDER
(E) WALL FOOTING
3' - 0"
TYP.

WALL FTG.
(E) 12"
SD1.0
19 SD1.0
19 SD1.0
15 Edward
Lok Ng
C-16840
REN.11/30/23

L ICENSED
A

RCHITECT
STAT E
OF
CA
L

I FORN IA
Client:

Consultant:

CAD Draft:

Architect:

Engineer:

Job Number:

Date Issue:

Client:

Designer: Architecture
InteriorsPlanning
1511 Cota Ave. Long Beach, CA 90813 Tel. 562-912-7900
These drawings and accompanying, as instruments of service, are the exclusive property of the Architect and their use and publication shall be restricted to the original site for which they were prepared. Re-use, reproduction or publication by any method, in whole or part, is prohibited by writtenpermission from the Architect. Title to these plans and specifications shall remain with the Architect without prejudice, and visual with them shall constitute prima facie eveidence of acceptance of these restrictions.

G:\Project Files\2971 Santa Monica 2800 AA Bldg Remodel\01-Drawings\01-Revit\3-CD\2971 Santa Monica 2800 AA Bldg Remodel.rvt3/23/2023 5:19:25 PM 2800 AIRPORT AVENUE
SANTA MONICA CALIFORNIA 90405
S1.0 JSJSLNSANTA MONICA 3/15/23 2971 SANTA MONICA 2800 AA BLDG REMODEL 90% SUBMITTAL

STRUCTURAL

FOUNDATION PLAN VC
NO. REVISION DATE ISSUED
1 SCALE: 1/8" = 1'-0"

STRUCTURAL FOUNDATION PLAN
N

NOT FOR CONSTRUCTION- FOR BIDDING ONLY
DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D

CLASSROOM
102

CLASSROOM
104

CLASSROOM
101

CLASSROOM
103
OFFICE
107
MECH. ROOM
109

HALLWAY
106

CLASSROOM
124

CLASSROOM
123
OFFICE
111

ELECTRICAL
ROOM
118

HALLWAY
116A

HALLWAY
116B
MEN'S

RESTROOM
127

WORKSHOP
117

DRESSING ROOM
115

HALLWAY
110
FOYER
100

HALLWAY
108

WOMEN'S

RESTROOM
126
LOBBY
119

HALLWAY
112
STAIRS
26 STAIRS
27 (N) 4X6 WOOD POST
(N) 4X6
WOOD
POST
(E) 2x12 R.J.
@ 24" O.C.

EXPOSED

CEILING
(E) 2x12 R.J.
@ 24" O.C.
(E) 2x12 R.J.
@ 24" O.C.
(E) 7" X 29' 4" LAMINATED GIRDER(E) 7" X 29' 4" LAMINATED GIRDER(E) 7" X 29' 4" LAMINATED GIRDER (E) 2x12 R.J.
@ 24" O.C.
(E) 2x6 R.J.
@ 24" O.C.
(E) 2x6 R.J.
@ 24" O.C.
(E) 2x12 R.J.@ 24" O.C.
(E) 2x12 R.J.@ 24" O.C.

CONCRETE SLAB AND CONCRETE BEAM
(E) 8" X10'4'

CONCRETE BEAM
2-#4 BOTT.
(E) 2x12 R.J.
@ 24" O.C.
(E) 2x12 R.J.@ 24" O.C. (E) 2x12 R.J.
@ 24" O.C.
(E) 2x12 R.J.
@ 24" O.C.

CONCRETE SLAB AND CONCRETE BEAM
(E) 2x12 R.J.@ 24" O.C.(E) 2-3X12(E) 2x12 R.J.@ 24" O.C. (E) 2x12 R.J.@ 24" O.C.

CONCRETE SLAB AND CONCRETE BEAM
(E) 2x12 R.J.@ 24" O.C.
(N) 51/4" X 11 1/4" ROOF
BEAM PARALLAM 2.0 E W.S
PSL
12' - 0" 16' - 0" 5' - 0"
15' - 4"
SD1.0
17 SD1.0
17 SD1.0
18 Edward
Lok Ng
C-16840
REN.11/30/23

L ICENSED
A

RCHITECT
STAT E
OF
CA
L

I FORN IA
Client:

Consultant:

CAD Draft:

Architect:

Engineer:

Job Number:

Date Issue:

Client:

Designer: Architecture
InteriorsPlanning
1511 Cota Ave. Long Beach, CA 90813 Tel. 562-912-7900
These drawings and accompanying, as instruments of service, are the exclusive property of the Architect and their use and publication shall be restricted to the original site for which they were prepared. Re-use, reproduction or publication by any method, in whole or part, is prohibited by writtenpermission from the Architect. Title to these plans and specifications shall remain with the Architect without prejudice, and visual with them shall constitute prima facie eveidence of acceptance of these restrictions.

G:\Project Files\2971 Santa Monica 2800 AA Bldg Remodel\01-Drawings\01-Revit\3-CD\2971 Santa Monica 2800 AA Bldg Remodel.rvt3/23/2023 5:19:26 PM 2800 AIRPORT AVENUE
SANTA MONICA CALIFORNIA 90405
S2.0 JSJSLNSANTA MONICA 3/15/23 2971 SANTA MONICA 2800 AA BLDG REMODEL 90% SUBMITTAL

STRUCTURAL ROOF

FRAMING PLAN VC
NO. REVISION DATE ISSUED
1 SCALE: 1/8" = 1'-0"

STRUCTURAL ROOF FRAMING PLAN
N

NOT FOR CONSTRUCTION- FOR BIDDING ONLY
DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D

1. ALL LUMBER SHALL BE NO. 2 GRADE MARKED DOUGLAS FIR LARCH FOR VERTICAL MEMBERS, HORIZONTAL MEMBERS AND STUDS, AND NO. 1

DOUGLAS FIR FOR BEAMS
AND HEADERS INCLUDING 4 X POSTS OR LARGER.

2. PLYWOOD SHALL CONFORM TO U.S. PRODUCT STANDARDS PS-I DOUGLAS FIR NO. 1 OR "CDX" WHEN NOTED ON DRAWINGS AND SHALL BE INSPECTED BEFORE BEING COVERED.

3. WOOD SILLS SHALL BE PRESSURE-TREATED DOUGLAS FIR, U.N.O. WHEN THEY ARE IN CONTACT WITH CONCRETE OR MASONRY WITHIN 48" OF THE GROUND.

4. GALVANIZED NAILS SHALL BE USED FOR EXTERIOR WOOD. ALL NAILS SHALL

BE COMMON WIRE OR GALVANIZED BOX FOR SHEAR WALLS AND
DIAPHRAGMS.

5. ALL FINISH WOOD, EXTERIOR AND INTERIOR, SHALL BE NAILED WITH FINISH NAILS AND COUNTERSUNK.

6. DO NOT CUT STRUCTURAL MEMBERS FOR PIPES, ETC., UNLESS SPECIFICALLY DETAILED OR STATED IN THE CODE.

7. FIRE STOPS: PROVIDE BLOCKING AT ALL INTERSECTIONS OF STUD WALLS TO FLOOR, STAIRS, CEILING, ROOF, AND FURRED SPACES.

8. ALL LUMBER SHALL BE DOUGLAS FIR LARCH TYPE.

9. PROVIDE STANDARD PLATE WASHERS FOR BOLTS BEAR ON WOOD. U.N.O.

10. JOISTS AND RAFTERS SHALL BE BLOCKED WITH 2 X @ 8'-0" O.C. MAX.

11. DOUBLE FLOOR JOISTS WHERE THEY ARE PARALLEL TO PARTITIONS.

1. CONCRETE SHALL BE 2,500 PSI AT 28 DAYS, UNLESS NOTED OTHERWISE.

2. CONCRETE: 1 PART CEMENT, 2 1/2 PARTS SAND, AND 3 1/2 PARTS 3/4" DIA.

ROCK. TOTAL WATER SHALL NOT EXCEED 7 GALLONS PER SACK OF CEMENT.

3. GROUT: 1 PART CEMENT, 3 PARTS SAND, 2 PARTS 3/8" DIA. MAXIMUM PEA GRAVEL OR APPROVED EQUAL.

4. CEMENT SHALL BE TYPE V PORTLAND "S" PER ASTM C-150.

1. REINFORCED STEEL SHALL CONFORM TO ASTM A615, GRADE 40 FOR SIZES #3 AND #4 GRADE 60 FOR SIZES #5 AND LARGER.

2. WELDED FABRIC (MESH) SHALL CONFORM TO THE LATEST REVISED ASTM A185. SMOOTH WIRE FABRIC SHALL CONFORM TO ASTM A85 YIELD STRENGTH 60 KSI

3. ALL BARS IN MASONRY SHALL BE LAPPED A MINIMUM OF 40 BAR DIAMETERS (2'-0" MIN.) AT ALL SPLICES UNLESS NOTED OTHERWISE.

4. ALL BARS I N CONCRETE SHALL BE LAPPED A NIMINUM OF 36 BAR DIAMETERS (2'-0" MIN.) AT ALL SPLICES UNLESS NOTED OTHERWISE.

5. SPLICES OF HORIZONTAL REBAR IN WALLS AND FOOTINGS SHALL BE STAGGERED 4'-0" MINIMUM. ALL BENDING OF REINFORCING STEEL SHALL CONFORM TO THE LATEST EDITION OF CALIFORNIA BUILDING CODE.

1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS

PRIOR TO COMMENCING WORK, REPORTING ANY DISCREPANCIES TO THE DESIGNER.

2. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS ON THE DRAWINGS.

3. THE DRAWINGS ARE THE PROPERTY OF THE DESIGNER.

4. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF CALIFORNIA BUILDING CODE.

5. WORKER'S COMPENSATION INSURANCE:

CONTRACTOR AND SUB-CONTRACTOR SHALL PURCHASE AND MAINTAIN,

COMPLETE COVERAGE TO PROTECT THE CLAIMS UNDER WORKERS
COMPENSATION ACTS, AND SHOW PROOF THEREOF.

6. UTILITY SERVICES: CONTRACTORS AND SUB-CONTRACTORS SHALL CONFIRM

LOCATIONS OF UTILITIES AND NOTIFY ALL PERSONS WORKING ON SITE OF EXISTING UTILITIES. CONTRACTOR SHALL LOCATE AND IDENTIFY ACTIVE

UTILITY SERVICES AND TEMPORARY DE-ACTIVATE THEM WHEN THEY CONSTITUTE A HAZARD. LOCATION OF GAS, ELECTRIC AND WATER METERS TO CONFORM WITH UTILITY COMPANY REQUIREMENTS.

7. PROTECT EXISTING CONSTRUCTION FINISHES, ADJACENT PROPERTY, PLANTING AND TREES. PROTECT THE WORK FROM RAIN AND OTHER NATURAL ELEMENTS. REPAIR, REFINISH, OR REPLACE ANY ITEMS DAMAGED DURING CONSTRUCTION.

8. TEMPORARY ELECTRIC AND WATER SERVICES FURNISHED AND PAID FOR BY THE CONTRACTOR.

9. CONTRACTOR SHALL PROVIDE TEMPORARY TOILET IN ACCORDANCE WITH LOCAL ORDINANCES IF NO EXISTING TOILET AVAILABLE ON SITE.

10. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE

RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF

CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT HIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL

DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE DESIGNER

HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN

CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,

EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE DESIGNER.

1. JOIST TO SOIL OR GIRDER, TOE NAIL---------------------------------------------------------3-8d

2. BRIDGING TO JOIST, TOE NAIL EACH END---------------------------------------------------2-8d

3. 1" X 6" SUBFLOOR OR LESS TO EACH JOIST, FACENAIL--------------------------------2-8d

4. WIDER THAN 1" X 6" SUBFLOOR TO EACH JOIST, FACE NAIL-----------------------3-8d

5. 2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL-----------------------2-16d

6. SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL-------------------------- 16d @ 16" 0.C.

7. TOP PLATE TO STUD, END NAIL--------------------------------------------------------------2-16d

8. STUD TO SOLE PLATE-----------------------------------4-8d, TOENAIL OR 2-16d, END NAIL

9. DOUBLE STUDS, FACE NAIL---------------------------------------------------------16d @ 24" O.C.

10. DOUBLE TOP PLATES, FACE NAIL------------------------------------------------16d @16" O.C.

11. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL------------------------------2-16d

12. CONTINUOUS HEADER, TWO PIECES---------- 16d @ 16" O.C. ALONG EACH EDGE

13. CEILING JOISTS TO PLATE, TOE NAIL---------------------------------------------------------3-8d

14. CONTINUOUS HEADER TO STUD, TOE NAIL-------------------------------------------------4-8d

15. CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL-------------------------------3-16d

16. CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL--------------------------------3-16d

17. RAFTER TO PLATE, TOE NAIL-------------------------------------------------------------------3-8d

18. 1" BRACE TO EACH STUD AND PLATE, FACE NAIL--------------------------------------2-8d

19. 1" x 8" SHEATHING TO EACH BEARING, FACE NAIL-------------------------------------2-8d

20. WIDER THAN 1" X 8" SHEATHING TO EACH BEARING, FACE NAIL------------------3-8d

21. BUILT-UP CORNER STUDS---------------------------------------------------------16d @ 24" O.C.

22. DOUBLE TOP PLATES, LAP SPLICE--------------------------------------------------------8-16d

23. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATES, TOE NAIL--3-8d

24. BUILT-UP GIRDER AND BEAMS---------- 20d @ 32" O.C. @ TOP AND BOTTOM AND STAGGERED 2-20d AT ENDS AND AT EACH SPLICE.

25. RIM JOIST TO TOP PLATE, TOE NAIL---------------------------------------------8d @ 6" O.C.

BORED HOLES - MAXIMUM SIZE HOLE.
40% OF WIDTH
2 x 4 - 1.4" (1 3/8") DIA. HOLE
2 x 6 - 2.2" (2 3/16") DIA. HOLE

BORED HOLES IN DOUBLE STUDS - MAXIMUM
SIZE HOLE IN DOUBLE STUDS - 60% OF WIDTH

NO MORE THAN TWO ADJOINING DOUBLE
STUDS TO BE BORED.
2 x 4 - 2.1" (2 1/8") DIA. HOLE
2 x 6 - 3.3" ( 3 5/16") DIA. HOLE
NOTCHES - MAXIMUM DEPTH 25% OF WIDTH
2 x 4 - .87" (7/8") DEEP NOTCH
2 x 6 - 1.37" (1 3/8") DEEP NOTCH
*
* 5/8" MIN.

EDGE

DISTANCE
STUD

EXTERIOR WALLS AND BEARING WALLS
BORED HOLES - MAXIMUM SIZE HOLE.
60% IF WIDTH
2 x 4 - 2.1" (2 1/8") DIA. HOLE
2 x 6 - 3.3" (3 5/16") DIA. HOLE.

NOTCHES - MAXIMUM DEPTH.
40% IF WIDTH
2 x 4 - 1.4" (1 3/8") DEEP NOTCH
2 x 6 - 2.2" (2 3/16") DEEP NOTCH
* PORTION OF STUD REMAINING AT NOTCHES

OR HOLES SHALL BE SOUND WOOD WITHOUT

EXCESSIVE STRENGTH-REDUCING

PROPERTIES SUCH AS KNOTS, BREAKS, SPUTS
EXCESSIVE SLOPE OF GRAIN. ETC.

STUD
* 5/8" MIN.

EDGE

DISTANCE
*
WIDTH
NOTCHES WITHIN 1/3 SPAN EACH END

THIRD OF SPAN BUT BORED HOLES ARE PERMITTED

NOTCHES NOT PERMITTED WITHIN MIDDLE

BORED HOLES ALSO PERMITTED
2 x SOLID BLOCKING
(EXCEPT WHERE ENDS OF JOISTS

ARE NAILED TO A HEADER, BAND

OR RIM JOIST OR TO ANY ADJOINING
STUD)
NOTCH AT ENDD/4MAX.D/6MAX.D/3MAX.2" MIN.

JOISTS DEPTH "D"

FLOOR JOIST
D/6MAX.

D/3MAX.
2" MIN.

EA. END
2 -2x TOP PLATES
(MAY BE OMITTED IF WALL HAS

PLYWOOD)
1x6 LET-IN BRACE @ 25' +/- & ENDS 3-8d
EA. END TO PLATE 2-8d TO EA. STUD
LINTEL
DOOR

TRIMMER
FLOOR
LINE
LINTEL

TRIMMER
2 x SILL
SPLICE
3-20d
TYP.
16d @
12" O.C.

WINDOW
2x STUDS
@ 16" O.C.
6-16d
TYP. SPLICE
4'-0" MIN. LAP
"A34" F.A." TYP. AT

EXTERIOR

OPENINGS EXCEPT

WHERE HOLDOWN
OCCURS

BOTTOM PLATE

LINTEL SIZE SCHEDULE
4" STUDS 6"
STUDS

MAX ALLOW SPANS TRIMMER
4x4
4x6
4x8
4x10
4x12
4x6
6x6
6x8
6x10
6x12
4'-0"
6'-0"
8'-0"
10'-0"
12'-0"

UNLESS OTHERWISE NOTED OR DETAILED
2x MIN.
2x MIN.
3x MIN.
3x MIN.
4x MIN.

NEW 5/8" GYP. BD.

NEW 2x4 PLATE
CONT. PRESSURE
TREATED W/ 1/4" DIA X 3"
SHOT PIN @ 32" O.C. TYP.
(ITW-RAMSET 1524 SDB)
NEW 2x4 STUDS
@ 16" O.C.

CONCRETE FLOOR
(N) SIMPSON CLIP
"STC" @ 4'-0" O.C.

VERTICAL

SLOTTED HOLES
(N) 3-16d EA. END
(E) C.J.
(N) 2x BLOCKING
AT 4'-0" O.C.
(N) 2-2x PLATES
(N) STUDS @ 16" O.C.
(N) FINISH

CEILING JOISTS
PERPEN. TO WALL
(E) C.J. @ 16" O.C.
(N) "STC" CLIP
@ 4'-0" O.C.
1" GAP
1" GAP
NOTE: LOCATE NAILS AT TOP OF SLOTTED HOLES OF CLIP "STC" 2x CONT. PLATE

PRESSURE TREATED
OR CALIF. REDWOOD

0.145" DIA. x 3" SHOT PINS
@ 4'-0" O.C. MAX.

ITW-RAMSET "1500" (I.C.C.
#ESR-1799) OR EQ.
5/8" +/- GYP. BD. CEMENT

BACKER BD & TILE
EXISTING 2x CLG.

JOIST @ 16" O.C.

NEW 2"x CONTINOUS

BLOCKING
DOUBLE 2x TOP PLATE

NEW CEILING
2x4 @ 16" O.C. WOOD
STUDS.
(2x6 WHERE NOTED)
6" THICK CONCRETE
2ND FLOOR SLAB
Edward
Lok Ng
C-16840
REN.11/30/23

L ICENSED
A

RCHITECT
STAT E
OF
CA
L

I FORN IA
Client:

Consultant:

CAD Draft:

Architect:

Engineer:

Job Number:

Date Issue:

Client:

Designer: Architecture
InteriorsPlanning
1511 Cota Ave. Long Beach, CA 90813 Tel. 562-912-7900
These drawings and accompanying, as instruments of service, are the exclusive property of the Architect and their use and publication shall be restricted to the original site for which they were prepared. Re-use, reproduction or publication by any method, in whole or part, is prohibited by writtenpermission from the Architect. Title to these plans and specifications shall remain with the Architect without prejudice, and visual with them shall constitute prima facie eveidence of acceptance of these restrictions.

G:\Project Files\2971 Santa Monica 2800 AA Bldg Remodel\01-Drawings\01-Revit\3-CD\2971 Santa Monica 2800 AA Bldg Remodel.rvt3/23/2023 5:19:28 PM 2800 AIRPORT AVENUE
SANTA MONICA CALIFORNIA 90405
SD1.0 LAJSLOK SANTA MONICA 3/15/23 2971 SANTA MONICA 2800 AA BLDG REMODEL 90% SUBMITTAL

TYPICAL DETAILS AND

GENERAL NOTESVC

CARPENTRY

CONCRETE

GENERAL REINFORCED STEEL

NAILING SCHEDULE
1" = 1'-0"
7 EXT. BEARING WALL
1" = 1'-0"
8 INT. NON BEARING
1" = 1'-0"
9 CUTTING, NOTCHING AND BORING
FRAMING DETAIL SCALE: 3/4" = 1'-0" 10
NON-STRUCTURAL WALLSCALE:1 1/2" = 1'-0" 12
NON BEARING WALL SCALE:1 1/2" = 1'-0" 11
TYPICAL STUD WALL SCALE: 1" = 1'-0" 13
DETAIL 14 SCALE: N.T.S. 14
DETAIL 15 SCALE: N.T.S. 15
NO. REVISION DATE ISSUED
TYP. POST CONNECTION SCALE: N.T.S. 17
HOLDOWN TO EX. FTG. SCALE: N.T.S. 16
DETAIL 18 SCALE: N.T.S. 18
DETAIL 19 SCALE: N.T.S. 19

NOT FOR CONSTRUCTION- FOR BIDDING ONLY
DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D

NOT FOR CONSTRUCTION- FOR BIDDING ONLY
DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D

NOT FOR CONSTRUCTION- FOR BIDDING ONLY
DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D

NOT FOR CONSTRUCTION- FOR BIDDING ONLY
DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D

NOT FOR CONSTRUCTION- FOR BIDDING ONLY
DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D

NOT FOR CONSTRUCTION- FOR BIDDING ONLY
DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D

NOT FOR CONSTRUCTION- FOR BIDDING ONLY
DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D

NOT FOR CONSTRUCTION- FOR BIDDING ONLY
DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D

NOT FOR CONSTRUCTION- FOR BIDDING ONLY
DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D

NOT FOR CONSTRUCTION- FOR BIDDING ONLY
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NOT FOR CONSTRUCTION- FOR BIDDING ONLY
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NOT FOR CONSTRUCTION- FOR BIDDING ONLY
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NOT FOR CONSTRUCTION- FOR BIDDING ONLY
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NOT FOR CONSTRUCTION- FOR BIDDING ONLY
DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D

NOT FOR CONSTRUCTION- FOR BIDDING ONLY
DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D

NOT FOR CONSTRUCTION- FOR BIDDING ONLY
DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D

NOT FOR CONSTRUCTION- FOR BIDDING ONLY
DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D

NOT FOR CONSTRUCTION- FOR BIDDING ONLY
DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D

NOT FOR CONSTRUCTION- FOR BIDDING ONLY
DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D

NOT FOR CONSTRUCTION- FOR BIDDING ONLY
DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D

NOT FOR CONSTRUCTION- FOR BIDDING ONLY
DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D

NOT FOR CONSTRUCTION- FOR BIDDING ONLY
DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D

NOT FOR CONSTRUCTION- FOR BIDDING ONLY
DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D

NOT FOR CONSTRUCTION- FOR BIDDING ONLY
DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D

NOT FOR CONSTRUCTION- FOR BIDDING ONLY
DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D

NOT FOR CONSTRUCTION- FOR BIDDING ONLY
DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D

NOT FOR CONSTRUCTION- FOR BIDDING ONLY
DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D

NOT FOR CONSTRUCTION- FOR BIDDING ONLY
DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D Exhibit 5
Payment and Performance Bonds
DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D Exhibit 6
Insurance Requirements
DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D 1 Construction Contract Insurance Requirements
Contractor shall procure and maintain insurance against claims for injuries to persons or damages to property that may arise from or in connection with the performance of the work hereunder by the Contractor, its agents, representatives, employees, or subcontractors.

I. Minimum Scope and Limits of Insurance
Coverage shall be at least as broad as:

1. Commercial General Liability (CGL): Insurance Services Office Form CG 00 01 covering CGL on an “occurrence” basis, including products and completed operations, property damage, bodily injury and personal and advertising injury, with limits of no less than $3,000,000 per occurrence. If a general aggregate limit applies, either the general aggregate limit shall apply separately to this project/location (Insurance Services Office Form CG 25 03 or 25 04) or the general aggregate limit shall be twice the required occurrence limit.

2. Automobile Liability: Insurance Services Office Form CA 00 01 covering Code 1 (any auto), or if Contractor has no owned autos, Code 8 (hired) and Code 9 (nonowned), with limits of no less than $1,000,000 per accident for bodily injury and property damage.

3. Workers’ Compensation: Workers’ Compensation insurance as required by the State of California, with Statutory Limits and Employers’ Liability Insurance with limits of no less than $1,000,000 per accident for bodily injury or disease.

Contractors providing services such as excavation, grading, and/or drilling or that involve environmental hazards will also possess:

4. Contractors’ Pollution Legal Liability. Insurance covering pollution conditions arising out of the actions performed by or on behalf of the Contractor with limits of no less than $1,000,000 per occurrence or claims/$2,000,000 policy aggregate.

If the Contractor maintains broader coverage or higher limits than the minimums shown above, the City of Santa Monica requires and shall be entitled to any broader coverage or higher limits maintained by the Contractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City of Santa Monica.

II. Other Insurance Provisions
The insurance policies are to contain, or be endorsed to contain, the following provisions:

DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D 2 1. Additional Insured Status: The City of Santa Monica, its officers, officials, employees and volunteers are to be covered as additional insureds on the CGL policy with respect to liability arising out of work or operations performed by or on behalf of Contractor including materials, parts, or equipment furnished in connection with such work or operations. CGL coverage can be provided in the form of an endorsement to the Contractor’s insurance at least as broad as the combination of Insurance Services Office Forms: (1) CG 20 10, CG 20 26, CG 20 33, or CG 20 38 and (2) CG 20 37.

2. Primary Coverage: For any claims related to this Agreement, the Contractor’s insurance shall be primary coverage at least as broad as Insurance Services Office Form CG 20 01 04 13 as respects the City of Santa Monica, its officers, officials, employees and volunteers. Any insurance or self-insurance maintained by the City of Santa Monica, its officers, officials, employees or volunteers shall be in excess of the Contractor’s insurance and shall not contribute with it.

3. Notice of Cancellation: Each insurance policy required herein shall state that coverage shall not be cancelled except after notice has been given to the City of Santa Monica.

4. Waiver of Subrogation: Contractor hereby grants to the City of Santa Monica a waiver of any right of subrogation which any insurer of said Contractor may acquire against the City of Santa Monica by virtue of payment of any loss. Contractor agrees to obtain any endorsement that may be necessary to affect this waiver of subrogation, but this provision applies regardless of whether or not the City of Santa Monica has received a waiver of subrogation endorsement from the insurer.

The Workers’ Compensation policy shall be endorsed with a waiver of subrogation in favor of the City of Santa Monica for all work performed by the Contractor, its employees, agents and subcontractors.

III. Self-Insured Retentions
Self-insured retentions must be declared to and approved by the City of Santa Monica.

The City of Santa Monica may require the Contractor to purchase coverage with a lower retention or provide satisfactory proof of ability to pay losses and related investigations, claim administration, and defense expenses within the retention. The policy language shall provide, or be endorsed to provide, that the self-insured retention may be satisfied by either the name insured or the City of Santa Monica.

IV. Acceptability of Insurers
Insurance is to be placed with insurers authorized to conduct business in California with a current A.M. Best rating of no less than A:VII, unless otherwise acceptable to the City of Santa Monica.

DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D 3 V. Claims Made Policies
If the policy provides “claims made” coverage:

1. The Retroactive Date must be shown and must be before the date of this Agreement or the start of work.

2. The insurance must be maintained, and evidence of insurance must be provided for at least 5 years after completion of work.

3. If the policy is cancelled or not renewed, and not replaced with another “claims made” policy form with a Retroactive Date prior to the effective Agreement date, the Contractor must purchase “extended reporting” coverage for a minimum of 5 years after completion of work.

VI. Verification of Coverage
Contractor shall furnish the City of Santa Monica with original certificates and amendatory endorsements (or copies of the applicable policy language effecting coverage provided by this clause) and a copy of the Declarations and Endorsement Page of the CGL policy listing all policy endorsements. These documents must be received and approved by the City of Santa Monica before work commences. However, failure to obtain required documents prior to the work beginning shall not waive the Contractor’s obligation to provide them. The City of Santa Monica reserves the right to require complete, certified copies of all required insurance policies, including the endorsements required herein, at any time.

VII. Failure to Maintain Insurance Coverage
If Contractor, for any reason, fails to maintain insurance coverage which is required pursuant to this Agreement, the same shall be deemed a material breach of contract.

The City of Santa Monica, at its sole option, may terminate this Agreement and obtain damages from the Contractor resulting from said breach.

VIII. Subcontractors
Contractor shall require and verify that all Subcontractors maintain insurance meeting the minimum requirements stated below:

1. All Subcontractors are required to possess insurance meeting the minimum scope and limits identified below:
a. Commercial General Liability (CGL): Insurance Services Office Form CG 00 01 covering CGL on an “occurrence” basis, including products and completed operations, property damage, bodily injury and personal and advertising injury, DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D 4 with limits of no less than $1,000,000 per occurrence. If a general aggregate limit applies, either the general aggregate limit shall apply separately to this project/location (Insurance Services Office Form CG 25 03 or 25 04) or the general aggregate limit shall be twice the required occurrence limit. b. Automobile Liability: Insurance Services Office Form CA 00 01 covering Code 1 (any auto), or if the Subcontractor has no owned autos, Code 8 (hired) and Code 9 (non-owned), with limits of no less than $1,000,000 per accident for bodily injury and property damage.
c. Workers’ Compensation: Workers’ Compensation insurance as required by the State of California, with Statutory Limits and Employers’ Liability Insurance with limits of no less than $1,000,000 per accident for bodily injury or disease.

Subcontractors providing services such as excavation, grading, and/or drilling or that involve environmental hazards will also possess:
d. Contractors’ Pollution Liability: Insurance covering pollution conditions arising out of actions performed by or on behalf of the Subcontractor, with limits no less than $1,000,000 each claim/$2,000,000 in the annual aggregate.

If the Subcontractor maintains broader coverage or higher limits than the minimums shown above, the City of Santa Monica requires and shall be entitled to any broader coverage or higher limits maintained by the Subcontractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City of Santa Monica.

2. All Subcontractors are required to comply with the insurance provisions established in Sections II through IV above.

DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D 5 Effective 4/20/18
DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D Exhibit 7
Oaks Initiative Disclosure
DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D Exhibit 8
Living Wage Certification
DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D Exhibit 9
Prevailing Wage Acknowledgement Form
DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D DocuSign Envelope ID: 16232FDB-2F04-4709-81BB-EDBD7E1E578D

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