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HomeMy WebLinkAboutThe Judson Studios DBA Judson Studios; 2022-11-21; PSALCA-23029CAPSALCA-23029CA City Attorney Approved Version 8/2/20221 AGREEMENT FOR FABRICATION SERVICES OF PUBLIC ARTWORK FOR CAPITAL IMPROVEMENT PROJECT FIRE STATION 2 THE JUDSON STUDIOS DBA JUDSON STUDIOS THIS AGREEMENT is made and entered into as of the ____ day of ___________, 2022, by and between the CITY OF CARLSBAD, a municipal corporation, ("City"), and The Judson Studios DBA Judson Studios, a California Corporation, ("Contractor"), (collectively, the “Parties”.) RECITALS A.City requires the professional services in glass treatment that is experienced in fabricating artwork designed by artists for municipal public art projects, such as the artwork designed by Artist Mary Carter Taub for Carlsbad’s Fire Station 2. B.Contractor has the necessary experience providing professional services andadvice related to glass treatment fabrication for public art spaces. C.Contractor has submitted a proposal to City and has affirmed its willingness andability to perform such work. NOW, THEREFORE, in consideration of these recitals and the mutual covenants contained herein, City and Contractor agree as follows: 1.SCOPE OF WORK City retains Contractor to perform, and Contractor agrees to render, those services (the"Services") that are defined in attached Exhibit "A", Exhibit “B”, Exhibit “C”, Exhibit “D”, and Exhibit“E”, which is incorporated by this reference in accordance with this Agreement’s terms and conditions. 2.STANDARD OF PERFORMANCE While performing the Services, Contractor will exercise the reasonable professional care and skillcustomarily exercised by reputable members of Contractor's profession practicing in theMetropolitan Southern California Area, and will use reasonable diligence and best judgment while exercising its professional skill and expertise. 3.TERMThe term of this Agreement will be effective for a period of one (1) year from the date first abovewritten. The City Manager may amend the Agreement to extend it for two (2) additional one (1)year periods or parts thereof. Extensions will be based upon a satisfactory review of Contractor'sperformance, City needs, and appropriation of funds by the City Council. The parties will preparea written amendment indicating the effective date and length of the extended Agreement. 4.TIME IS OF THE ESSENCETime is of the essence for each and every provision of this Agreement. 5.COMPENSATIONThe total fee payable for the Services to be performed during the initial Agreement term will be not to exceed ninety-eight thousand dollars ($98,000). No other compensation for the Serviceswill be allowed except for items covered by subsequent amendments to this Agreement. The Cityreserves the right to withhold a ten percent (10%) retention until City has accepted the work and/or Services specified in Exhibit "A". Incremental payments, if applicable, should be made as outlined in attached Exhibit "A". DocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 November21st PSALCA-23029CA City Attorney Approved Version 8/2/2022 2 6. STATUS OF CONTRACTOR Contractor will perform the Services in Contractor's own way as an independent contractor and in pursuit of Contractor's independent calling, and not as an employee of City. Contractor will be under control of City only as to the result to be accomplished, but will consult with City as necessary. The persons used by Contractor to provide services under this Agreement will not be considered employees of City for any purposes. The payment made to Contractor pursuant to the Agreement will be the full and complete compensation to which Contractor is entitled. City will not make any federal or state tax withholdings on behalf of Contractor or its agents, employees or subcontractors. City will not be required to pay any workers' compensation insurance or unemployment contributions on behalf of Contractor or its employees or subcontractors. Contractor agrees to indemnify City within thirty (30) days for any tax, retirement contribution, social security, overtime payment, unemployment payment or workers' compensation payment which City may be required to make on behalf of Contractor or any agent, employee, or subcontractor of Contractor for work done under this Agreement. At the City’s election, City may deduct the indemnification amount from any balance owing to Contractor. 7. SUBCONTRACTING Contractor will not subcontract any portion of the Services without prior written approval of City. If Contractor subcontracts any of the Services, Contractor will be fully responsible to City for the acts and omissions of Contractor's subcontractor and of the persons either directly or indirectly employed by the subcontractor, as Contractor is for the acts and omissions of persons directly employed by Contractor. Nothing contained in this Agreement will create any contractual relationship between any subcontractor of Contractor and City. Contractor will be responsible for payment of subcontractors. Contractor will bind every subcontractor and every subcontractor of a subcontractor by the terms of this Agreement applicable to Contractor's work unless specifically noted to the contrary in the subcontract and approved in writing by City. 8. OTHER CONTRACTORS The City reserves the right to employ other Contractors in connection with the Services. 9. INDEMNIFICATION Contractor agrees to indemnify and hold harmless the City and its officers, officials, employees and volunteers from and against all claims, damages, losses and expenses including attorneys fees arising out of the performance of the work described herein caused by any negligence, recklessness, or willful misconduct of the Contractor, any subcontractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable. The parties expressly agree that any payment, attorney’s fee, costs or expense City incurs or makes to or on behalf of an injured employee under the City’s self-administered workers’ compensation is included as a loss, expense or cost for the purposes of this section, and that this section will survive the expiration or early termination of this Agreement. 10. INSURANCE Contractor will obtain and maintain for the duration of the Agreement and any and all amendments, insurance against claims for injuries to persons or damage to property which may arise out of or in connection with performance of the services by Contractor or Contractor’s agents, representatives, employees or subcontractors. The insurance will be obtained from an insurance carrier admitted and authorized to do business in the State of California. The insurance carrier is required to have a current Best's Key Rating of not less than "A-:VII"; OR with a surplus line insurer on the State of California’s List of Approved Surplus Line Insurers (LASLI) with a rating DocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CA City Attorney Approved Version 8/2/2022 3 in the latest Best’s Key Rating Guide of at least “A:X”; OR an alien non-admitted insurer listed by the National Association of Insurance Commissioners (NAIC) latest quarterly listings report. 10.1 Coverage and Limits. Contractor will maintain the types of coverage and minimum limits indicated below, unless the Risk Manager or City Manager approves a lower amount. These minimum amounts of coverage will not constitute any limitations or cap on Contractor's indemnification obligations under this Agreement. City, its officers, agents and employees make no representation that the limits of the insurance specified to be carried by Contractor pursuant to this Agreement are adequate to protect Contractor. If Contractor believes that any required insurance coverage is inadequate, Contractor will obtain such additional insurance coverage, as Contractor deems adequate, at Contractor's sole expense. The full limits available to the named insured shall also be available and applicable to the City as an additional insured. 10.1.1 Commercial General Liability (CGL) Insurance. Insurance written on an “occurrence” basis, including personal & advertising injury, with limits no less than $2,000,000 per occurrence. If a general aggregate limit applies, either the general aggregate limit shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit. 10.1.2 Automobile Liability. (if the use of an automobile is involved for Contractor's work for City). $2,000,000 combined single-limit per accident for bodily injury and property damage. 10.1.3 Workers' Compensation and Employer's Liability. Workers' Compensation limits as required by the California Labor Code. Workers' Compensation will not be required if Contractor has no employees and provides, to City's satisfaction, a declaration stating this. 10.1.4 Professional Liability. Errors and omissions liability appropriate to Contractor’s profession with limits of not less than $1,000,000 per claim. Coverage must be maintained for a period of five years following the date of completion of the work. 10.2 Additional Provisions. Contractor will ensure that the policies of insurance required under this Agreement contain, or are endorsed to contain, the following provisions: 10.2.1 The City will be named as an additional insured on Commercial General Liability which shall provide primary coverage to the City. 10.2.2 Contractor will obtain occurrence coverage, excluding Professional Liability, which will be written as claims-made coverage. 10.2.3 This insurance will be in force during the life of the Agreement and any extensions of it and will not be canceled without thirty (30) days prior written notice to City sent by certified mail pursuant to the Notice provisions of this Agreement. 10.3 Providing Certificates of Insurance and Endorsements. Prior to City's execution of this Agreement, Contractor will furnish certificates of insurance and endorsements to City. 10.4 Failure to Maintain Coverage. If Contractor fails to maintain any of these insurance coverages, then City will have the option to declare Contractor in breach, or may purchase replacement insurance or pay the premiums that are due on existing policies in order to maintain the required coverages. Contractor is responsible for any payments made by City to obtain or maintain insurance and City may collect these payments from Contractor or deduct the amount paid from any sums due Contractor under this Agreement. DocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CA City Attorney Approved Version 8/2/20224 10.5 Submission of Insurance Policies. City reserves the right to require, at any time, complete and certified copies of any or all required insurance policies and endorsements. 11.BUSINESS LICENSE Contractor will obtain and maintain a City of Carlsbad Business License for the term of theAgreement, as may be amended from time-to-time. 12.ACCOUNTING RECORDSContractor will maintain complete and accurate records with respect to costs incurred under thisAgreement. All records will be clearly identifiable. Contractor will allow a representative of City during normal business hours to examine, audit, and make transcripts or copies of records andany other documents created pursuant to this Agreement. Contractor will allow inspection of allwork, data, documents, proceedings, and activities related to the Agreement for a period of three(3)years from the date of final payment under this Agreement. 13.OWNERSHIP OF DOCUMENTSAll work product produced by Contractor or its agents, employees, and subcontractors pursuantto this Agreement is the property of City. In the event this Agreement is terminated, all work product produced by Contractor or its agents, employees and subcontractors pursuant to thisAgreement will be delivered at once to City. Contractor will have the right to make one (1) copyof the work product for Contractor’s records. 14.COPYRIGHTSContractor agrees that all copyrights that arise from the services will be vested in City and Contractor relinquishes all claims to the copyrights in favor of City. /// /// /// /// /// /// /// /// /// /// /// /// /// DocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CA City Attorney Approved Version 8/2/2022 5 15. NOTICES The name of the persons who are authorized to give written notice or to receive written notice on behalf of City and on behalf of Contractor under this Agreement. For City For Contractor Name Richard Schultz Name David Judson Title Cultural Arts Manager Title CEO / CFO Department Library & Cultural Arts Address 200 S. Avenue 66 City of Carlsbad Los Angeles, CA 90042 Address 1775 Dove Lane Phone No. 323-255-0131 Carlsbad, CA 92011 Email djudson@judsonstudios.com Phone No. 442-339-2086 Each party will notify the other immediately of any changes of address that would require any notice or delivery to be directed to another address. 16. CONFLICT OF INTEREST Contractor shall file a Conflict of Interest Statement with the City Clerk in accordance with the requirements of the City of Carlsbad Conflict of Interest Code. The Contractor shall report investments or interests in all categories. Yes No 17. GENERAL COMPLIANCE WITH LAWS Contractor will keep fully informed of federal, state and local laws and ordinances and regulations which in any manner affect those employed by Contractor, or in any way affect the performance of the Services by Contractor. Contractor will at all times observe and comply with these laws, ordinances, and regulations and will be responsible for the compliance of Contractor's services with all applicable laws, ordinances and regulations. Contractor will be aware of the requirements of the Immigration Reform and Control Act of 1986 and will comply with those requirements, including, but not limited to, verifying the eligibility for employment of all agents, employees, subcontractors and consultants whose services are required by this Agreement. 18. DISCRIMINATION AND HARASSMENT PROHIBITED Contractor will comply with all applicable local, state and federal laws and regulations prohibiting discrimination and harassment. 19. DISPUTE RESOLUTION If a dispute should arise regarding the performance of the Services the following procedure will be used to resolve any questions of fact or interpretation not otherwise settled by agreement between the parties. Representatives of Contractor or City will reduce such questions, and their respective views, to writing. A copy of such documented dispute will be forwarded to both parties involved along with recommended methods of resolution, which would be of benefit to both parties. The representative receiving the letter will reply to the letter along with a recommended method of resolution within ten (10) business days. If the resolution thus obtained is unsatisfactory to the aggrieved party, a letter outlining the disputes will be forwarded to the City Manager. The DocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CA City Attorney Approved Version 8/2/2022 6 City Manager will consider the facts and solutions recommended by each party and may then opt to direct a solution to the problem. In such cases, the action of the City Manager will be binding upon the parties involved, although nothing in this procedure will prohibit the parties from seeking remedies available to them at law. 20. TERMINATION In the event of the Contractor's failure to prosecute, deliver, or perform the Services, City may terminate this Agreement for nonperformance by notifying Contractor by certified mail of the termination. If City decides to abandon or indefinitely postpone the work or services contemplated by this Agreement, City may terminate this Agreement upon written notice to Contractor. Upon notification of termination, Contractor has five (5) business days to deliver any documents owned by City and all work in progress to City address contained in this Agreement. City will make a determination of fact based upon the work product delivered to City and of the percentage of work that Contractor has performed which is usable and of worth to City in having the Agreement completed. Based upon that finding City will determine the final payment of the Agreement. City may terminate this Agreement by tendering thirty (30) days written notice to Contractor. Contractor may terminate this Agreement by tendering ____ days written notice to City. In the event of termination of this Agreement by either party and upon request of City, Contractor will assemble the work product and put it in order for proper filing and closing and deliver it to City. Contractor will be paid for work performed to the termination date; however, the total will not exceed the lump sum fee payable under this Agreement. City will make the final determination as to the portions of tasks completed and the compensation to be made. 21. COVENANTS AGAINST CONTINGENT FEES Contractor warrants that Contractor has not employed or retained any company or person, other than a bona fide employee working for Contractor, to solicit or secure this Agreement, and that Contractor has not paid or agreed to pay any company or person, other than a bona fide employee, any fee, commission, percentage, brokerage fee, gift, or any other consideration contingent upon, or resulting from, the award or making of this Agreement. For breach or violation of this warranty, City will have the right to annul this Agreement without liability, or, in its discretion, to deduct from the Agreement price or consideration, or otherwise recover, the full amount of the fee, commission, percentage, brokerage fees, gift, or contingent fee. 22. CLAIMS AND LAWSUITS By signing this Agreement, Contractor agrees that any Agreement claim submitted to City must be asserted as part of the Agreement process as set forth in this Agreement and not in anticipation of litigation or in conjunction with litigation. Contractor acknowledges that if a false claim is submitted to City, it may be considered fraud and Contractor may be subject to criminal prosecution. Contractor acknowledges that California Government Code sections 12650 et seq., the False Claims Act applies to this Agreement and, provides for civil penalties where a person knowingly submits a false claim to a public entity. These provisions include false claims made with deliberate ignorance of the false information or in reckless disregard of the truth or falsity of information. If City seeks to recover penalties pursuant to the False Claims Act, it is entitled to recover its litigation costs, including attorney's fees. Contractor acknowledges that the filing of a false claim may subject Contractor to an administrative debarment proceeding as the result of which Contractor may be prevented to act as a Contractor on any public work or improvement for a period of up to five (5) years. Contractor acknowledges debarment by another jurisdiction is grounds for City to terminate this Agreement. DocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CA City Attorney Approved Version 8/2/2022 7 23. JURISDICTION AND VENUE Any action at law or in equity brought by either of the parties for the purpose of enforcing a right or rights provided for by this Agreement will be tried in a court of competent jurisdiction in the County of San Diego, State of California, and the parties waive all provisions of law providing for a change of venue in these proceedings to any other county. 24. SUCCESSORS AND ASSIGNS It is mutually understood and agreed that this Agreement will be binding upon City and Contractor and their respective successors. Neither this Agreement nor any part of it nor any monies due or to become due under it may be assigned by Contractor without the prior consent of City, which shall not be unreasonably withheld. 25. ENTIRE AGREEMENT This Agreement, together with any other written document referred to or contemplated by it, along with the purchase order for this Agreement and its provisions, embody the entire Agreement and understanding between the parties relating to the subject matter of it. In case of conflict, the terms of the Agreement supersede the purchase order. Neither this Agreement nor any of its provisions may be amended, modified, waived or discharged except in a writing signed by both parties. /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// DocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CA City Attorney Approved Version 8/2/2022 8 26. AUTHORITY The individuals executing this Agreement and the instruments referenced in it on behalf of Contractor each represent and warrant that they have the legal power, right and actual authority to bind Contractor to the terms and conditions of this Agreement. CONTRACTOR CITY OF CARLSBAD, a municipal corporation of the State of California By: By: (sign here) GEOFF PATNOE Assistant City Manager As authorized by the City Manager DAVID JUDSON, CEO/CFO (print name/title) ATTEST: By: (sign here) For FAVIOLA MEDINA City Clerk Services Manager (print name/title) If required by City, proper notarial acknowledgment of execution by contractor must be attached. If a corporation, Agreement must be signed by one corporate officer from each of the following two groups. Group A Group B Chairman, Secretary, President, or Assistant Secretary, Vice-President CFO or Assistant Treasurer Otherwise, the corporation must attach a resolution certified by the secretary or assistant secretary under corporate seal empowering the officer(s) signing to bind the corporation. APPROVED AS TO FORM: For CINDIE K. McMAHON, City Attorney BY: _____________________________ Deputy / Assistant City Attorney DocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CA City Attorney Approved Version 8/2/2022 9 EXHIBIT “A” SCOPE OF SERVICES 1. EXECUTIVE SUMMARY Mary Carter Taub’s (“Artist’s) final design concept of the Artwork for the City’s new Fire Station 2 was selected, refined and finalized with input from community and City stakeholders, cultural arts professionals, and approved by Arts Commissioners and the City Council. The Artwork focuses on a glass treatment on the Fire Station 2’s garage bay doors and tower, descriptions of which are incorporated herein as Exhibits A-1, A-2, A-3 and A-4. The Artwork aligns with the spirit of the Artist vision and inspiration of the local surroundings of Carlsbad, and the integrity of the Fire Station 2’s architectural elements. Fire Station 2 is located at the intersection of El Camino Real and Arenal Road in south Carlsbad. Within the next phase of the City’s Arts in Public Places Program, the Contractor with consult City staff, as well as the Artist and project team to assure the highest quality of the Final Artwork’s craftmanship and the integrity of the workmanship of the installation. Contractor was identified and selected as the preferred vendor by the Artist. Contractor will be responsible to fabricating the Artwork, created Artist, for the permanent public art at the City’s Fire Station 2. The Contractor will work directly with City staff, Artist and project team by participating in planning meetings and related activities throughout the fabrication of the Artwork, and be available throughout the entire Artwork fabrication and assistance with the coordination of the transportation and delivery of the Artwork to Fire Station 2. The Contractor will also be available to ensure final installation details, as needed, with the project team. 2. CONTACT INFORMATION Contractor: David Judson, President, Judson Studios, 323-255-0131, djudson@judsonstudios.com City: Cultural Arts Manager Richard Schultz, 442-339-2086, richard.schultz@carlsbadca.gov Public Art Coordinator Tonya Rodzach, 442-245-0502, tonya.rodzach@carlsbadca.gov Cultural Arts General Phone, 442-339-2090 Email is the preferred method of contacting City staff. 3. CONTRACTOR’S SERVICES AND OBLIGATIONS, ADDITIONAL WORK 3.1 Contractor’s Services and Obligations. 3.1.1. Contractor shall, in a manner that is consistent with the intent and purpose of this Agreement, with the following considerations. • the budgetary requirements for the Fabrication of the Artwork as stated in Section 5 Compensation of the agreement, that the total amount compensated includes the materials, fabrication, transportation/shipping, and all Contractor travel and taxes, regardless of form, payable pursuant to the payment schedule; and • meet the construction schedule for the Capital Improvement Program, Project Fire Station 2; and • the safety of the public, including, but not limited to, the safety of persons traveling on public rights of way. DocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CA City Attorney Approved Version 8/2/2022 10 3.1.2. Contractor will work with City staff, project team, and in consultation with the Artist to ensure the fabrication of the Artwork adheres to the approved final Design of the Artwork as aligned to City’s scheduling requirements. 3.1.3. Contractor will confirm the Artwork conforms to regulations of all public agencies with jurisdiction over the Site and to all other applicable laws, regulations and standards, including but not limited to, federal, state and local requirements. Contractor shall be responsible for all fees and submittals associated with obtaining all required approvals (e.g., San Diego County Department of Environmental Health) and permits (e.g., building permits). 3.1.4. Contractor shall provide weekly updates, and meet regularly with City staff, along with project team, and in consultation with the Artist, to ensure the Artwork complies with all provisions of this Agreement meeting the needs of the final fabrication and installation. 3.1.5. Contractor shall be responsible for all supplies, materials and labor necessary for the fabrication of the Artwork to meet the requirements of the Artist’s Artwork. 3.1.6. Cultural Arts Manager or his designee will communicate in writing with the Contractor to identify the steps of the process for each areas involving art glass and timeline discussions. Contractor shall furnish to the Cultural Arts Manager or his designee a tentative schedule for the completion of the fabricated Artwork. After written schedule approval by the Cultural Arts Manager or his designee. The final fabricated Artwork must meet the requirements specified by City staff, project team, and within consultation with the Artist. The Cultural Arts Manager or his designee shall have the right to review the fabricated Artwork at reasonable times during the fabrication thereof. 3.1.7. Contractor shall work in consultation with the Artist providing ongoing dialogue during the fabrication phase, including but not limited to specific steps related to color selection, color verification, color gradation and confirmation with the Artist, etc. The parties acknowledge that the approved conceptual design (Artwork) was the subject matter of a prior contract. 3.1.8. If it is discovered during the fabrication period that revisions to the design are necessary for the Artwork to comply with any law, standard or regulation, Contractor shall make such revisions as are necessary to maintain the project schedule. If the revisions required substantially change the approved Artwork, City may approve the revisions or recommend termination of this Agreement pursuant to the termination clause in Agreement’s Section 21. Minor changes to Design/Artwork may be approved by the Cultural Arts Manager or his designee. 3.1.9. Contractor may be required to meet with representatives of project team and other stakeholders with jurisdiction over the Artwork or the Site to address any concerns voiced by those representatives. 3.1.10. Contractor shall notify Cultural Arts Manager or his designee in writing when the fabrication of the Artwork is completed and ready for transportation to the Site and ready for DocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CA City Attorney Approved Version 8/2/2022 11 installation. Contractor will provide all installation guidelines or instructions needed to comply with the fabricated Artwork. Contractor understands that improvements are underway for the Capital Improvement Program Project, Fire Station 2. It is the responsibility of the Contractor, with support of the Cultural Arts Manager or his designee, to coordinate the schedule for the delivery of the fabricated Artwork with City staff and project team for said improvements. 3.1.11. Upon fabrication and installation of the Artwork, Contractor shall provide to the Cultural Arts Manager, or his designee written instructions for recommended maintenance and preservation of the Artwork. 3.1.12. The risk of loss or damage of the fabricated Artwork shall be borne by Contractor until final acceptance of the City; Contractor shall take such measures as are necessary to protect the fabricated Artwork from loss or damage until final acceptance. 3.1.13. Contractor shall provide to City lien releases in connection with the services performed under this agreement without City prior to written consent, with the exception of resume use. 3.1.14. Contractor may not make any public information release in connection with the services performed under this Agreement without City’s prior written consent, with the exception of resume use. 3.2 Additional Work. City may desire Contractor to perform work or render services in connection with the final fabricated and installed Artwork other than as expressly provided for in this Agreement. Any such work will be additional work, supplemental to and outside the scope of this Agreement and may not proceed without prior authorization by either a written amendment to this Agreement or a separate written agreement, signed by City and Contractor. Any costs incurred by Contractor or Contractor’s consultants, subcontractors or agents due to the performance of additional work prior to execution of a written amendment or separate written agreement will not be reimbursed by City, unless agreed to in writing by City and Contractor as provided herein or in a separate writing between Contractor and City. 4. CITY’S OBLIGATIONS, RIGHT TO REVIEW, APPROVAL OF FABRICATED ARTWORK 4.1 City’s Obligations. 4.1.1. The City shall make available to the Contractor, background information on the Site, if requested in writing by the Contractor. The City will define the Site area and specific location for incorporation into the approved final Artwork. 4.1.2. City will coordinate all outreach and public engagements. 4.1.3. City will invite the Contractor to attend project/construction meetings when determined appropriate and timely and will update Contractor on the progress of the project in all phases of the project development pertaining to Artwork. City agrees to cooperate with Contractor to achieve prompt completion of Artwork design, in preparation for the fabrication, DocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CA City Attorney Approved Version 8/2/2022 12 transportation and delivery of the Artwork. As part of the overall Capital Improvement Program, Project No. 4060, related to Fire Station 2, the City will support the efforts of Barnhart-Reese Construction, Inc. the change order for the installation of provided glass panels; to which Judson Studios will place artwork consisting of color and pattern. These glass panels will be delivered to Judson Studios. The City’s contracted delivery service will be picking up the glass artwork for the tower from The Judson Studios. Velocity Glazing, Inc. is the vendor who will accept the glass panels and then install the glass following the design specifications as provided by the Artist. The City’s contracted vendor Byron Epp, with Byron Epp, Inc., will be picking up the glass artwork for the garage bays from The Judson Studios. Byron Epp is the vendor who will accept the glass panels and then install the glass following the design specifications as provided by the Artist. City agrees to allow reasonable access to the Site by Contractor and Contractor’s employees, agents, consultants and subcontractors. City further agrees to make its employees, contractors and agents reasonably available to Contractor for consultation and coordination. 4.2 City’s Right to Review. 4.2.1. Upon reasonable notice to Contractor, City or its designees have the right, at mutually agreed upon times, to inspect and review the progress of the fabrication of the Artwork on or off site. If City, upon review of the Artwork during the fabrication process, determines that the Artwork does not conform to the approved final Design, City reserves the right to notify Artist in writing of the deficiencies and that City intends to withhold the next payment installment as set forth in Paragraph 12. Payment Schedule, or a portion thereof, as applicable, until such deficiencies are remedied. Contractor agrees to promptly cure any deficiencies specified by City and notify City in writing upon completion of the cure. City will promptly review the Artwork, and upon approval will release any amounts withheld from the next payment installment as set forth in Paragraph 12. Payment Schedule. If Contractor disputes City’s determination that the Artwork does not conform to the approved final design concept, Contractor will promptly submit reasons to the contrary in writing to City in accordance with Section 20, Dispute Resolution, of this Agreement. 4.3 City’s Approval and Acceptance of Fabricated and Delivery Artwork. Contractor agrees to notify City in writing when off-site fabrication of the Artwork is being started and has been completed, and that the Artwork is ready for transportation to and installation at the Site. Upon receiving Contractor’s notice of completion of fabrication, City will take the following steps: (1) Promptly inspect the Artwork within 2-business days upon completion and prior to installation in coordination with the Artist Mary Carter Taub; (2) Determine that the Artwork conforms to the approved final design concept as agreed upon by the Artist Mary Carter Taub and the City. In the event that City withholds final approval of the off-site or on-site fabricated Artwork, City will promptly notify Contractor in writing of the reasons for withholding approval. Contractor will then have sufficient time, as agreed to and confirmed in writing between City and Contractor, from the date of City’s notice to make the necessary adjustments to the fabricated Artwork in order to obtain City’s final written approval. Contractor will not be penalized for any delay in the transportation and installation of the Artwork to the Site, unless Contractor has willfully and DocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CA City Attorney Approved Version 8/2/2022 13 substantially deviated from the approved final design without the prior written approval of City. If City determines in good faith that Contractor’s deviation was willful and substantial, Contractor will then be held responsible for any costs incurred in correcting such deviation. 5. FORCE MAJEURE Any delay in the performance of any the duties or obligations of either Party under this Agreement caused by an event outside the affected Parties' reasonable control shall not be considered a breach of this Agreement, and the time required for performance shall be extended for a period equal to the period of such delay. Contractor shall not be entitled to damages or additional payment due to such delays. Such events shall include, without limitation: war, government regulation instituted or revised after the date of this Agreement, labor disputes (including without limitation strikes, lockouts, job actions or boycotts), fires, floods, earthquakes, adverse weather necessitating succession of work or similar actions of the elements, civil unrest, or such other unforeseeable causes beyond the reasonable control and without the fault or negligence of the Party so affected. The Party so affected shall give prompt notice to the other Party of such cause and shall take whatever reasonable steps are necessary to relieve the effects of such cause as rapidly as possible. In the event that the Forced Majeure delay extends longer than the City or Contractor desires and such delay makes it difficult for either Party to perform, either Party may contact the other Party to meet and confer as to whether the Agreement should be terminated due to the extended delay or continue to be held in abeyance during the period of delay. If the Agreement is terminated, City will make the final determination as to the portions of the tasks completed and the compensation to be paid. 6. OWNERSHIP OF MATERIAL SUBMITTED All materials submitted related to the approved Artwork, the approved design, or both the approved fabricated Artwork are the sole property of the City. 7. OWNERSHIP OF THE ARTWORK Title to the completed Artwork immediately vests in the City upon acceptance of the Artwork by the City, including all rights of ownership, possession and control. After completion and prior to acceptance of the fabricated Artwork, City shall have the right, at its option, to claim ownership, possession and control of that portion of the fabricated Artwork which will be installed at the Site, Fire Station 2. 8. MAINTENANCE, REPAIR AND RESTORATION OF THE ARTWORK 8.1. City’s Responsibility. Except as otherwise provided in this Agreement, City will be responsible for handling all maintenance, repair and restoration of the Artwork, including ongoing day-to-day maintenance and all repairs of the Artwork necessitated by ordinary wear and tear, and as may be otherwise required by the City of Carlsbad. All other maintenance, repair or restoration of the Artwork will be done at City’s sole discretion. 9. WARRANTIES 9.1. Warranty of Title. Contractor represents and warrants that. 9.1.1. The fabricated Artwork is solely the result of the artistic effort of the Artist. 9.1.2. To the best of the Contractor’s knowledge, the Artwork is unique and original and does not infringe upon any copyright, trademark, service mark or other intellectual property right of any third party. DocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CA City Attorney Approved Version 8/2/2022 14 9.1.3. The fabricated Artwork or a duplicate of the Artwork has not been sold elsewhere. 9.2. Warranty of Quality and Condition. Contractor represents and warrants that: 9.2.1. The fabrication of the Artwork will be performed in a workman-like manner. 9.2.2. The Artwork, as fabricated, will be free of defects in materials and workmanship, including any defects consisting of “inherent vice” or qualities which cause or accelerate deterioration of the Artwork for one (1) year after the date of final written acceptance by City. 9.3. Warranty of Quality and Condition of the Structure Integrity. Shall survive for a period of three (3) year after the final acceptance of the Artwork. City shall give notice to the Contractor of any observed breach with reasonable promptness. Contractor shall at the request of the City and at no cost to the City, cure reasonably and promptly the breach of any such warranty which is curable by the Contractor and which cure is consistent with professional conservation standards (including, for example, cure by means of repair or re-fabrication of the Artwork). 10. PRESERVATION AND REPAIRS OF ARTWORK 10.1. Alterations or Damage to the Artwork. City agrees not to intentionally destroy, alter, mutilate, or deface the fabricated Artwork. The City, and his or her successors in ownership must ensure that the Artwork remain in-situ on the property unless otherwise approved in writing by the City. 10.2. Repairs and Restorations. The City will have the right to determine whether repairs and/or restorations to the Artwork are required to be made. City may reach out to the Artist/Contractor in writing to consult on behalf on the restoration. 10.3. Artwork Cease to be Reparable. The City may negotiate an alternative solution for the replacement or disposition of the Artwork in conjunction with the City and the Artist/Contractor as applicable. 10.4. Limitation of Liability. Neither Artist/Contractor nor City will be responsible for damage to or destruction of the Artwork arising from the acts of third parties or caused by the elements, the atmosphere or other acts of nature, or caused by aging. 11. HEALTH & SAFETY During the COVID-19 health-related pandemic, all activities occurring at City facilities, all Parties must adhere to the guidance from the state, county, and local authorities on health and safety protocols. City staff will inform Contractor what the current guidelines are prior to their arrival and entering any City facility. Safety protocols may include, but are not limited to, hand washing, temperature testing, requiring face covering, maintaining physical distancing of six feet. The safety protocols may be modified at any time due to changing rules, regulations, or circumstances. DocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CA City Attorney Approved Version 8/2/2022 15 12. PAYMENT SCHEDULE The total not-to-exceed amount for this Agreement is not to exceed ninety-eight thousand dollars ($98,000), which includes all costs related to this Agreement, including without limitation materials, insurance, sales tax if required, labor, equipment and all travel and Artwork transportation, storage, and all other expenses of the Contractor. Date Activity Fabrication Payment Schedule First payment (40%) $39,172.88 Upon execution of the Agreement. Second payment (20%) $19,586.44 Per the project transportation plan by an external vendor, notification of Artwork fabrication completion of phase one, which includes the garage bays to the Cultural Arts Manager or his designee. Third payment (30%) $29,379.65 Per the project transportation plan by an external vendor, notification of Artwork fabrication completion of phase two, which include the tower to the Cultural Arts Manager or his designee. Fourth payment (10%) $9,793.22 Final acceptance of the fabricated Artwork by the Cultural Arts Manager or his designee. Total $97,932.19 Any changes in dates can be authorized by and with notification in writing to the City’s Cultural Arts Manager or his designee in writing via email at least 30-days in advance to the predetermined date listed above. Invoicing & Payment. All invoices submitted to City shall be sufficiently detailed to include related activities for review and approval by both City’s Cultural Arts Manager Richard Schultz or his designee Public Art Coordinator Tonya Rodzach. Final invoice approval will be completed by City’s Library & Cultural Arts Director Suzanne Smithson or her designee. Payment will be issued within 30 days net. /// /// /// /// /// /// /// /// DocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 LEVEL 01 0' -0" LEVEL 02 18' -0" TOP OF PARAPET 32' -6" OBLIQUE VIEW AT LEVEL 02 OBLIQUE VIEW AT LEVEL 02 14' - 6"18' - 0"LEVEL 01 0' -0" LEVEL 02 18' -0" TOP OF PARAPET 32' -6" OBLIQUE VIEW AT LEVEL 2 OBLIQUE VIEW AT LEVEL 2 14' - 6"18' - 0"32' - 6"13' - 6"9' - 5 1/2"CEMENT PLASTER [092400], LIGHT DASH (MACHINE APPLIED) COLOR: X-50 CRYSTAL WHITE (BASE 100) --WINDOW TAG SHEET A-601 ADHERED STONE VENEER [044313], ARTILLO RECTANGLE 16x8 COLOR: COTTO DARK FIBER-CEMENT SIDING [074646], SMOOTH, 8" EXPOSURE W/ TRIM EDGES AND LACED CORNERS COLOR: SMOOTH BARK EW-10 EW-30 EW-20 /A1A2/C1A2 PROJ. NO. Sheet Title Sheet No.ALL IDEAS, DESIGNS AND ARRANGEMENTS INDICATED ON THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND ARE TO BE USED IN CONNECTION WITH THIS SPECIFIC PROJECT AND SHALL NOT BE USED OTHERWISE WITHOUT THE EXPRESSED CONSENT OF THE ARCHITECT. THERE SHALL BE NO CHANGES OR DEVIATION FROM THE DRAWINGS OR ACCOMPANYING SPECIFICATION WITHOUT THE EXPRESSED CONSENT OF THE ARCHITECT.1515 Morena Blvd.San Diego, CA 92110(619) 299-6690delawie.comA 1 2 3 4 5 1 2 3 4 5 B C D A B C D 9/24/2021 12:31:11 PM4060CARLSBAD FIRESTATION #21906 ARENAL ROADCARLSBAD, CA 92009STREET ELEVATIONS A2 ASI-001 2021.XX.XX REV NO. DATE ISSUED REASON 1 2021.08.19 IFC SET 1/8" = 1'-0"A1 / A-102 C1 SOUTH ELEVATION 1/8" = 1'-0"A1 / A-101 A1 WEST ELEVATION SCALE: 1/8" = 1'-0" 0 4'-0"8'-0"16'-0" LEGEND KEY PLAN EXHIBIT A-1 Glass Dimensions provided by General Contractor PSALCA-23029CA DocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 CARLSBAD FIRE STATION #2 2021.09.24 PSALCA-23029CA DocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 2008 - Carlsbad Fire Station No. 2 1906 Arenal Road Carlsbad, California 92009 United States Barnhart-Reese Construction, Inc. 10805 Thornmint Road, #200 San Diego, California 92127 United States (858) 592-6500 Title Aluminum Storefront - Curtain Walls - Windows Submittal Manager Greg Marshall Spec Section 084113 - Aluminum-Framed Entrances and Storefronts Type Shop Drawing Number 084113-169 Rev 1 Description None x 2022.01.24 architectural review complete. note markings. Some windows widths were revised in error, correct and field verify prior to fabrication. Structural engineer to review all calculations. EXHIBIT A-2 Glass Dimensions provided by the General Contractor PSALCA-23029CADocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CADocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CADocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CADocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CADocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CADocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CADocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CADocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CADocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CADocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CA DocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CA DocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CADocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CADocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CA DocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CADocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CADocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CADocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CA DocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CADocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CADocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CA DocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CADocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CA DocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CADocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CADocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CA DocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CA DocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CA DocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CADocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CA DocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CA DocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CA DocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CADocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CADocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CADocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CADocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CA DocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CADocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CADocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CADocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CADocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CADocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CADocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CADocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CA DocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CADocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CADocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CA DocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PROJECT INFORMATION :1906 ARENAL ROAD,SHOP DRAWINGS3rd. SUBMITTAL: 1/21/22CUSTOMER, GENERAL CONTRACTOR, & ARCHITECT NOTES:ABBREVIATIONS :DWGSHEETD E S C R I P T I O NREVISIONTABLE OF CONTENTS:DOOR SCHEDULE :GROUPHARDWAREDOOR NOWINDOW FRAMEDOOR TYPEGLASS TYPECARLSBAD FIRE STATION #2D E S C R I P T I O NGROUPHARDWAREDOOR HARDWARE SCHEDULE:GLASS SCHEDULE / MATERIAL LEGENDMARKDESCRIPTIONTYPECARLSBAD, CA 92009D E S C R I P T I O NNOREPETITIVE NOTES:0.01DESIGN26613 TRUMBLE RD.MENIFEE, CA 92585PH: 909-957-7307email: dbdesign357@gmail.comdb1906 ARENAL ROAD, CARLSBAD FIRE STATION #2 CARLSBAD, CA 92009 VELOCITY GLAZING INC.PSALCA-23029CAPSALCA-23029CADocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 DESIGN26613 TRUMBLE RD.MENIFEE, CA 92585PH: 909-957-7307email: dbdesign357@gmail.comdb1.011906 ARENAL ROAD, CARLSBAD FIRE STATION #2 CARLSBAD, CA 92009 VELOCITY GLAZING INC.PSALCA-23029CADocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 ELEVATION(1) REQ'D THUSCUST. REF.:S1/A-601S1ARCADIA: GL-1: 1" I.G. INSULATED GLASSTC-470 SERIES 2 1/4" x 4 1/2"ELEVATION(1) REQ'D THUSCUST. REF.:S2/A-601S2ARCADIA: GL-1: 1" I.G. INSULATED GLASSTC-470 SERIES 2 1/4" x 4 1/2"ELEVATION(1) REQ'D THUSCUST. REF.:D/A-601DARCADIA: GL-1: 1" I.G. INSULATED GLASSTC-470 SERIES 2 1/4" x 4 1/2"ELEVATION(5) REQ'D THUSCUST. REF.:E/A-601E1ARCADIA: GL-2: 1" I.G. SAFETY GLASST200 CASEMENT WINDOWSELEVATION(1) REQ'D THUSCUST. REF.:X/A-601XARCADIA: GL-1: 1" I.G. INSULATED GLASSTC-470 SERIES 2 1/4" x 4 1/2"ELEVATION(1) REQ'D THUSCUST. REF.:E/A-601E2ARCADIA: GL-2: 1" I.G. SAFETY GLASST200 CASEMENT WINDOWSHINGE: BRONZE CRAFT 852-10-8046 EGRESS HINGEHINGE: BRONZE CRAFT 852-10-8046 EGRESS HINGEDESIGN26613 TRUMBLE RD.MENIFEE, CA 92585PH: 909-957-7307email: dbdesign357@gmail.comdb2.011906 ARENAL ROAD, CARLSBAD FIRE STATION #2 CARLSBAD, CA 92009 VELOCITY GLAZING INC.window to remain 6'-0"wide, head height waschanged to 8' not width.PSALCA-23029CADocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 ELEVATION(1) REQ'D THUSCUST. REF.:S4/A-601S4ARCADIA: OPG-1900 2 1/4" x 7" CWGL-1: 1" I.G. INSULATED GLASSELEVATION(1) REQ'D THUSCUST. REF.:S3/A-601S3ARCADIA: OPG-1900 2 1/4" x 7" CWGL-1: 1" I.G. INSULATED GLASSELEVATION(1) REQ'D THUSCUST. REF.:S5/A-601S5ARCADIA: GL-1: 1" I.G. INSULATED GLASSTC-470 SERIES 2 1/4" x 4 1/2"ELEVATION(1) REQ'D THUSCUST. REF.:S7/A-601S7ARCADIA: GL-1: 1" I.G. INSULATED GLASSTC-470 SERIES 2 1/4" x 4 1/2"DESIGN26613 TRUMBLE RD.MENIFEE, CA 92585PH: 909-957-7307email: dbdesign357@gmail.comdb2.021906 ARENAL ROAD, CARLSBAD FIRE STATION #2 CARLSBAD, CA 92009 VELOCITY GLAZING INC.S4 correct, S3 6'-0 1/2" per plan. Opening sizes to be field verified prior to installation/fabrication.DocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 ELEVATION(1) REQ'D THUSCUST. REF.:S6/A-601S6ARCADIA: TC-470 SERIES 2 1/4" x 4 1/2"SINGLE INSWINGGL-1: 1" I.G. INSULATED GLASSMS362 MEDIUM STILE DOORSARCADIA: ELEVATION(1) REQ'D THUSCUST. REF.:S12/A-601S12ARCADIA: GL-1: 1" I.G. INSULATED GLASSTC-470 SERIES 2 1/4" x 4 1/2"ELEVATION(1) REQ'D THUSCUST. REF.:S13/A-601S13ARCADIA: GL-1: 1" I.G. INSULATED GLASSTC-470 SERIES 2 1/4" x 4 1/2"ELEVATION(1) REQ'D THUSCUST. REF.:S11/A-601S11ARCADIA: GL-1: 1" I.G. INSULATED GLASSTC-470 SERIES 2 1/4" x 4 1/2"ELEVATION(1) REQ'D THUSCUST. REF.:S10/A-601S10ARCADIA: GL-1: 1" I.G. INSULATED GLASSTC-470 SERIES 2 1/4" x 4 1/2"DESIGN26613 TRUMBLE RD.MENIFEE, CA 92585PH: 909-957-7307email: dbdesign357@gmail.comdb2.031906 ARENAL ROAD, CARLSBAD FIRE STATION #2 CARLSBAD, CA 92009 VELOCITY GLAZING INC.return to previous size(6'-10") , 8'-2" noted indicated the head height not a change inwidth.PSALCA-23029CADocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 EXTERIORINTERIOREXTERIORINTERIORDESIGN26613 TRUMBLE RD.MENIFEE, CA 92585PH: 909-957-7307email: dbdesign357@gmail.comdb3.011906 ARENAL ROAD, CARLSBAD FIRE STATION #2 CARLSBAD, CA 92009 VELOCITY GLAZING INC.PSALCA-23029CADocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 EXTERIORINTERIOREXTERIORINTERIORDESIGN26613 TRUMBLE RD.MENIFEE, CA 92585PH: 909-957-7307email: dbdesign357@gmail.comdb4.011906 ARENAL ROAD, CARLSBAD FIRE STATION #2 CARLSBAD, CA 92009 VELOCITY GLAZING INC.PSALCA-23029CADocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 EXTERIORINTERIORINTERIOREXTERIOREXTERIOREXTERIORINTERIOREXTERIORINTERIORDESIGN26613 TRUMBLE RD.MENIFEE, CA 92585PH: 909-957-7307email: dbdesign357@gmail.comdb5.011906 ARENAL ROAD, CARLSBAD FIRE STATION #2 CARLSBAD, CA 92009 VELOCITY GLAZING INC.PSALCA-23029CADocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 EXTERIORINTERIOREXTERIORINTERIORDESIGN26613 TRUMBLE RD.MENIFEE, CA 92585PH: 909-957-7307email: dbdesign357@gmail.comdb6.011906 ARENAL ROAD, CARLSBAD FIRE STATION #2 CARLSBAD, CA 92009 VELOCITY GLAZING INC.PSALCA-23029CADocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 EXTERIORINTERIOREXTERIORINTERIORDESIGN26613 TRUMBLE RD.MENIFEE, CA 92585PH: 909-957-7307email: dbdesign357@gmail.comdb7.011906 ARENAL ROAD, CARLSBAD FIRE STATION #2 CARLSBAD, CA 92009 VELOCITY GLAZING INC.PSALCA-23029CADocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 EXTERIORINTERIOREXTERIORINTERIORDESIGN26613 TRUMBLE RD.MENIFEE, CA 92585PH: 909-957-7307email: dbdesign357@gmail.comdb8.011906 ARENAL ROAD, CARLSBAD FIRE STATION #2 CARLSBAD, CA 92009 VELOCITY GLAZING INC.PSALCA-23029CADocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 INTERIOREXTERIOREXTERIORINTERIORDESIGN26613 TRUMBLE RD.MENIFEE, CA 92585PH: 909-957-7307email: dbdesign357@gmail.comdb9.011906 ARENAL ROAD, CARLSBAD FIRE STATION #2 CARLSBAD, CA 92009 VELOCITY GLAZING INC.PSALCA-23029CADocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 Barnhart-Reese Construction, Inc. 10805 Thornmint Road, #200 San Diego, California 92127 P: (858) 592-6500 F: (858) 592-1410 Project: 2008 Carlsbad Fire Station No. 2 1906 Arenal Road Carlsbad, California 92009 RFI #148: Glazing vs Four fold Glass Type Status Open To Marc Mitterando (Delawie) (Response Required) Robert Polley (SchneiderCM) (Response Required) From Greg Marshall (Barnhart-Reese Construction, Inc.) 10805 Thornmint Road, #200 San Diego, California 92127 Date Initiated Feb 3, 2022 Due Date Feb 10, 2022 Location Project Stage Cost Impact Schedule Impact Spec Section Cost Code Drawing Number Reference Linked Drawings Received From Chris Bonnet (Velocity Glazing, Inc.) Copies To Jasen Boyens (Barnhart-Reese Construction, Inc.), Arvi Cardones (Barnhart-Reese Construction, Inc.), Shawn Fisher (Barnhart- Reese Construction, Inc.), Robert Polley (SchneiderCM)  Activity Question Question from Greg Marshall Barnhart-Reese Construction, Inc. on Thursday, Feb 3, 2022 at 10:08 AM PST Our glazing sub pointed out the glas for the windows/storrefronts is a different type of glass than the four fold doors. Hew wanted to make sure this is not going to be a problem as two may appear to be different and that is likely not desirable for the project Four Fold: Pilkington Glass Glazing: Vitro Glass Official Response Response from Marc Mitterando Delawie on Thursday, Feb 3, 2022 at 04:40 PM PST No exceptions Architecturally to the different glazing in these two locations, however the approved GL-1 solarban 90 glass should be confirmed by the artist if it is suitable. This glass, even in clear-clear as specified has a green tint that may not be desirable.  If storefront glass is changed in stair tower, new glazing needs to meet energy criteria of the existing or the energy model will need to be updated to ensure the building still complies. All Replies Response from Marc Mitterando Delawie on Thursday, Feb 3, 2022 at 04:40 PM PST No exceptions Architecturally to the different glazing in these two locations, however the approved GL-1 solarban 90 glass should be confirmed by the artist if it is suitable. This glass, even in clear-clear as specified has a green tint that may not be desirable.  If storefront glass is changed in stair tower, new glazing needs to meet energy criteria of the existing or the energy model will need to be updated to ensure the building still complies. Barnhart-Reese Construction, Inc.Page 1 of 1 Printed On: Feb 7, 2022 11:13 AM PST EXHIBIT A-3 Glass Dimensions provided by the General Contractor PSALCA-23029CA DocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 Project: Carlsbad Fire Station No. 2 Customer: Barnhart Reese Construction Solarban® 90 on Clear 6mm (2) | Air 1/2" (12.7mm) | Clear 6mm 1 "51 37 0.29 0.27 0.27 0.23 2.22 Clear 6mm 1/4 "89 7 1.02 0.92 0.94 0.82 1.09 Specifications Insulating Unit Construction Solarban® 90 on Clear 6mm (2) | Air 1/2" (12.7mm) | Clear 6mm Outdoor Lite: Clear with a second surface Solarban® 90 Indoor Lite: Clear 6mm Vitro Approved Manufacturers/Where to Buy Vitro Products: Vitro Certified™ Network Certification: Vitro lite(s) are Cradle to Cradle certified by McDonough Braungart Design Chemistry, LLC (MBDC ) Monolithic Construction Clear 6mm Glass Lite: Clear 6mm Vitro Approved Manufacturers/Where to Buy Vitro Products: Vitro Glass Fabricator Certification: Vitro lite(s) are Cradle to Cradle certified by McDonough Braungart Design Chemistry, LLC (MBDC ) Solarban® 90: Solarban 90 is a high performing MSVD advanced solar control low-e glass with the appeal of a true neutral-reflective clear glass aesthetic. Solarban 90 glass is engineered with new materials and refinements to Vitro’s proven triple-silver coating technology to offer architects a product that outperforms Solarban 70 glass while balancing visible light transmittance and helping to manage glare. The coating can also be paired with, or used directly on several Vitro tinted glasses in an insulating glass unit. The results represent Center-of-Glass performance data based on ANSI/NFRC 100 and ANSI/NFRC 200 Environmental Design Conditions utilizing the LBNL Window 7.3 software program according to the procedures in ANSI/NFRC 100, ANSI/NFRC 200, and NFRC 300. Performance data is based on representative samples of factory production. Actual values may vary slightly due to variations in the production process. This data is to be used for comparison purposes and should not be considered a contract. For configurations that include diffuse components, performance results cannot be verified and should only be used as a general indication of performance. It is the recipient’s responsibility to ensure the manufacturability of the above glazing configurations as well as evaluating appropriate design considerations such as wind and snow load analysis, thermal stress analysis, and local building code compliance. Vitro makes no warranty or guarantee as to the results obtained by the user and assumes no responsibility for the accuracy of the data from non-Vitro manufacturers utilized in the above simulations. Vitro recommends that a full size mock-up be reviewed under the specific job-site conditions and retain the mock-up as a basis of acceptable product. Vitro Architectural Glass | 400 Guys Run Road Cheswick, PA 15024 USA | ©2001-2021 Vitro Flat Glass llc. - All Rights Reserved | Atlantica, Azuria, Graylite, IdeaScapes, Optiblue, Optigray, Pacifica, Solarban, the Solarban logo, Solarblue, Solarbronze, Solarcool, Solargray, Solexia, Starphire, the Starphire logo, Sungate, Vistacool, Vitro, the Vitro logo, and the Vitro Certified network logos are registered trademarks owned by Vitro. Cradle to Cradle is a trademark of MBDC. Glass colors represented are approximate. While Vitro has made a good faith effort to verify the reliability of this computer based tool, it may contain unknown programming errors that may result in incorrect results. The user is encouraged to use good judgment and report any questionable results to Vitro for evaluation. The applicability and subsequent results of data simulated by this tool will be compromised if the user fails to input the correct information. Vitro makes no warranty or guarantee as to the results obtained by the user of this tool and assumes no responsibility for the accuracy of the data from non-Vitro manufacturers available for simulations in this program.Thickness (inches)Transmittance Visible %Exterior SolarReflectance %U-Value (WinterNighttime) (Btu/hr*ft*°F)2U-Value(SummerDaytime) (Btu/hr*ft*°F)2Shading Coefficient(SC)Solar Heat GainCoefficient (SHGC)Light To Solar Gain(LSG)www.mbdc.com www.mbdc.com Legal Notices & Privacy Policy Construct- Vitro Glass Configurator Page 1 of1 http://construct.vitroglazings.com 11/13/2021 PSALCA-23029CADocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 Product Data Sheet Vitro Architectural Glass LEED® Credit Opportunities Possible Points LEED Credit Solarban® 90 Feature Path/Option Satisfied 18 Energy & Atmosphere (EA) Optimize Energy Performance Excellent SHGC, U-value and Tvis performance Whole Building Energy Simulation (Option 1) or Prescriptive Compliance: ASHRAE Advanced Energy Design Guide (Option 2) 5 Innovation (IN) Innovation in Design Exceeds minimum performance mandated by local energy codes Innovation (Option 1), Pilot (Option 2) and Exemplary Performance (Option 3) Supporting Sustainable Design Vitro Architectural Glass provides abundant opportunities for architects and building owners to realize their sustainability objectives. Energy Use & Operating Cost Reduction: High-performance glasses by Vitro are engineered to facilitate downsized mechanical equipment costs, leading to reduced long-term energy costs. Visit tools.vitroglazings.com for glass comparison and configuration tools for analyzing glass products. Sustainability Documentation: Vitro Architectural Glass is the first U.S. float glass manufacturer to have its entire selection of products recognized by the Cradle to Cradle Certified™ program, and the first in North America to publish third-party verified Environmental Product Declarations (EPDs) for its Flat Glass and Processed Glass products. For additional credit opportunities and supporting documentation, visit vitroglazings.com/LEED Aesthetic Description The latest evolution in solar control low-e glass, Solarban® 90 glass combines major advances in coating technology with the aesthetic appeal of clear glass. Developed with input from architects, Solarban® 90 glass conveys a true neutral appearance similar to that of clear glass in both color and reflectance, whether viewed from the interior or exterior of a building. The advanced solar control low-e coating manages the light spectrum to balance visible light transmittance and help manage glare, while providing exceptional solar performance. As with other Solarban® low-e coated glasses, Solarban® 90 glass has the versatility to be paired with clear, Starphire Ultra-Clear® or an array of performance-tinted glasses to provide a broad range of aesthetic and performance options. In any configuration, the neutral nature of Solarban® 90 glass harmonizes well with other building materials to support the architect’s design vision. Performance Characteristics Combining advanced coating technology with refinements to Vitro Architectural Glass’ (formerly PPG Glass) proven triple-silver coating technology, Solarban® 90 glass is engineered to outperform Solarban® 70 glass, the most preferred high-performance solar control low-e glass in North America. When paired with clear glass in a standard one-inch insulating glass unit (IGU), Solarban® 90 glass offers a Solar Heat Gain Coefficient (SHGC) of 0.23, an improvement of 15 percent compared to Solarban® 70 glass. The same pairing yields a Visible Light Transmittance (VLT) of 51 percent, which fits well within the Comparison Chart *performance data based on a 1-inch IGU with clear glass Product*VLT% SHGC LSG Ratio Exterior Reflectance Solarban® 90 Glass 51%0.23 2.22 12% Solarban® 70 Glass 64%0.27 2.37 13% The ENT Center for the Arts at the University of Colorado, Colorado Springs is one of the first projects to feature Solarban® 90 glass by Vitro Architectural Glass. ideal range of most commercial glazing applications, along with an exceptional Light to Solar Gain (LSG) ratio of 2.22. Due to its exceptional solar control performance, Solarban® 90 glass enables architects to specify larger expanses of glass to connect people to the outdoor environment. Photography by Tom Kessler PSALCA-23029CA DocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 Vitro Architectural Glass Product Data Sheet Solarban® 90 glass All rights reserved. Atlantica®, Azuria®, Graylite®, Optigray®, Pacifica®, Solarban®, the Solarban® logo, Solarblue®, Solarbronze®, Solargray®, Solexia®, Starphire® and Starphire Ultra-Clear® are registered trademarks owned by Vitro. AcuityTM and Vitro CertifiedTM are trademarks owned by Vitro. Cradle to Cradle CertifiedTM is a trademark licensed by the Cradle to Cradle Products Innovation Institute. LEED® — an acronym for Leadership in Energy and Environmental Design—is a registered trademark of the U.S. Green Building Council. 10/2020 For more information about Solarban® passive low-e glass and other Cradle to Cradle Certified™ architectural glasses by Vitro Glass, visit vitroglazings.com, or call 1-855-VTRO-GLS (887-6457). Insulating Glass Unit Performance Comparisons | 1-inch (25 mm) units with 1/2-inch (13 mm) airspace and two 1/4-inch (6 mm) lites Glass TypeOutdoor Lite: Indoor Lite: Coating if Any + Coating if Any(Surface) Glass (Surface) Glass Visible LightTransmittance(VLT%) Visible Light Reflectance (BTU/hr°ft2°˚F) NFRC U-Value Solar Heat Gain Coeffi cient (SHGC) Light to Solar Gain (LSG)Exterior %Interior %WinterNighttime Winter Argon Solarban® 90 Solar Control Low-E Glass Solarban® 90 (2) Clear + Clear 51 12 19 0.29 0.24 0.23 2.22 Solarban® 90 (2) AcuityTM + AcuityTM 53 12 19 0.29 0.24 0.23 2.30 Solarban® 90 (2) Starphire® + Starphire®54 13 20 0.29 0.24 0.23 2.35 Solarban® 90 (2) Solexia® + Clear 44 10 19 0.29 0.24 0.22 2.00 Solarban® 90 (2) Atlantica® + Clear 39 9 19 0.29 0.24 0.20 1.95 Solarban® 90 (2) Azuria® + Clear 39 9 19 0.29 0.24 0.21 1.86 Solarban® 90 (2) Optiblue® + Clear 37 8 19 0.29 0.24 0.20 1.85 Solarban® 90 (2) Solarblue® + Clear 32 8 18 0.29 0.24 0.19 1.68 Solarban® 90 (2) Pacifica® + Clear 24 6 18 0.29 0.24 0.17 1.41 Solarban® 90 (2) Solarbronze® + Clear 31 7 18 0.29 0.24 0.18 1.72 Solarban® 90 (2) Optigray® + Clear 36 8 19 0.29 0.24 0.20 1.80 Solarban® 90 (2) Solargray® + Clear 26 6 18 0.29 0.24 0.17 1.53 Solexia® + Solarban® 90 (3) Clear 44 16 12 0.29 0.24 0.30 1.47 Atlantica® + Solarban® 90 (3) Clear 39 13 12 0.29 0.24 0.26 1.50 Azuria® + Solarban® 90 (3) Clear 39 13 12 0.29 0.24 0.27 1.44 Solarblue® + Solarban® 90 (3) Clear 32 10 11 0.29 0.24 0.25 1.28 Pacifica® + Solarban® 90 (3) Clear 24 8 11 0.29 0.24 0.21 1.14 Solarbronze® + Solarban® 90 (3) Clear 30 10 11 0.29 0.24 0.24 1.25 Optigray® + Solarban® 90 (3) Clear 36 12 11 0.29 0.24 0.27 1.33 Solargray® + Solarban® 90 (3) Clear 25 8 11 0.29 0.24 0.22 1.14 Graylite® II + Solarban® 90 (3) Clear 5 4 11 0.29 0.24 0.11 0.45 Fabrication and Availability Solarban® 90 glass is available exclusively through the Vitro CertifiedTM Network. Vitro CertifiedTM Fabricators can meet tight construction deadlines and accelerate the delivery of replacement glass before, during and after construction. Solarban® 90 glass is manufactured using the magnetron sputtering vacuum deposition (MSVD) process and is available heat-strengthened and tempered. Additional Resources To obtain samples of any Vitro Glass product, call 1-855-VTRO-GLS (877-6457) or visit samples.vitroglazings.com. For videos, design insights and technical education, visit the Vitro Glass Education Center at glassed.vitroglazings.com. For glass comparison and configuration tools, visit tools.vitroglazings.com. All performance data calculated using LBNL Window 7.3 software and represents center of glass performance data. For detailed information on the methodologies used to calculate the aesthetic and performance values in this table, please visit vitroglazings.com or request our Architectural Glass Catalog. PSALCA-23029CADocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 *MEETS ASCE 7.16 - CHAPTER 30 - COMPONENTS AND CLADDING- 120 MPH (3 SECOND GUST) ULTIMATE WINDSPEED*DOOR WILL OPEN OR CLOSE IN APPROXIMATELY 7 SECONDS 22 3/4" TYP 61 5/8"TYP 0" 0" 7 5/8" 69 1/4" 76 1/4" 137 7/8" 6 1/4" 29" 41 3/8" 64 1/8" 79 7/8" 102 5/8" 115" 137 3/4" 144" 144" EXTERIOR ELEVATION NOTES: 1.FACTORY FINISH: COMPLETED DOOR SECTIONS, HINGES, SURFACE MOUNTED FRAME AND WINDOWFRAMES (WHERE APPLICABLE) TO BE EPOXY PRIMED AND POLYURETHANE FINISH PAINTED. CUSTOMER COLOR SPECIFIED IS RAL #XXXX. 2. OPERATOR COMPONENTS AND LINKAGE TO BE POWDERCOATED ANSI GRAY. 3. CAULK ALL INTERIOR AND EXTERIOR GLAZING AND FRAMES.(CAULK PROVIDED BY OTHERS) 4. CAULK SURFACE MOUNTED FRAME TO WALL (IF APPLICABLE).(CAULK PROVIDED BY OTHERS) 5. GLAZING SHALL BE 1" INSULATED PILKINGTON ENERGY ADVANTAGE LOW-E, TEMPERED SAFETY GLASS.GLASS SHALL BE SHIPPED SEPARATE TO SITE AND INSTALLED BY DOOR INSTALLER.TINTED: CUSTOMER TO SPECIFY TINT COLOR 6. FIELD VERIFY OPENING PRIOR RELEASE TO PRODUCTION. D C B AA B C D 1234 4 3 2 SHEET 3 OF 3 PROPRIETARY AND CONFIDENTIAL SCALE: 1:36 REVDWG. NO.BSIZE 21041F-1 0 DWG. NO.SH.REV.3 021041F-1 DRAWINGS ARE EXCLUSIVE PROPERTY OF DOOR ENGINEERING AND MANUFACTURING, LLC AND CANNOT BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. PSALCA-23029CA DocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 2008 - Carlsbad Fire Station No. 2 1906 Arenal Road Carlsbad, California 92009 United States Barnhart-Reese Construction, Inc. 10805 Thornmint Road, #200 San Diego, California 92127 United States (858) 592-6500 Title Four Fold Doors - Shop Drawings Submittal Manager Greg Marshall Spec Section 083350 - Fire Station Electric Operated Four Fold Doors Type Shop Drawing Number 083350-165 Rev 0 Description None 2021.12.23 X NOTE MARKINGS, ELECTRICAL ENGINEER TO REVIEW FOR ELECTRICAL REQUIREMENTS. ANY CALCULATIONS TO BE REVIEWED BY STRUCTURAL ENGINEER FOR FORCES APPLIED TO BUILDING. EXHIBIT A-4 Glass Dimensions provided by the General Contractor PSALCA-23029CADocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 www.doorengineering.com Door Engineering and Manufacturing Co. Toll Free: 800.959.1352 Project: Carlsbad FS #2 Carlsbad, CA 21041F Installer: Byron Epp Incorporated Laguna Hills, CA Drawing Index 21041FA-1 REV A (1 of 3) 21041FA-1 REV A (2 of 3) 21041FA-1 REV A (3 of 3) 21041FB-1 REV A (1 of 3) 21041FB-1 REV A (2 of 3) 21041FB-1 REV A (3 of 3) 21041F-E1 REV A Interior Elevation Section Details Exterior Elevation Interior Elevation Section Details Exterior Elevation Electrical Riser Revision Summary Submittal Revisions Rev 0: No changes to Door Engineering quote specification CQ31138r1. Rev A: Added 1-1/8” Seismic Gap along header per PE Calcs. Rev B: Split door quantities into FA & FB with opening dimension changes per 21041F-CO6 Rev 0: Rev A: Rev B: 3/23/21 5/21/21 12/21/21 Approval Checklist Please note: These drawings are the basis for the design and manufacturing of your door. Please review them carefully. Your approval of all noted items is required by Door Engineering and Manufacturing LLC. Any requested changes up to and at the time of approval must be noted on the cover sheet and drawings. Any changes made to this design after it is approved may result in delays in manufacturing and may incur additional charges. Please follow the checklist below and make notes on the approval drawings where applicable. 21041FA-1 Please verify: Rough opening dimensions (front view, page 1) Side room requirements (top view, page 1) Wall construction (Section A-A, page 2) Head room requirement (Section C-C, page 2) Panel construction details (Section D-D, page 2) Glazing size and layout (back view, page 3) Design wind load (bottom left corner, page 3) Factory finish and RAL color if applicable (notes section, page 3) Glazing specification (notes section, page 3) 21041FB-1 Please verify: Rough opening dimensions (front view, page 1) Side room requirements (top view, page 1) Wall construction (Section A-A, page 2) Head room requirement (Section C-C, page 2) Panel construction details (Section D-D, page 2) Glazing size and layout (back view, page 3) Design wind load (bottom left corner, page 3) PSALCA-23029CADocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 www.doorengineering.com Door Engineering and Manufacturing Co. Toll Free: 800.959.1352 Factory finish and RAL color if applicable (notes section, page 3) Glazing specification (notes section, page 3) 21041F-E1 Please verify: Incoming voltage and phase (top left corner, cover page) Electrical safety equipment package (top right corner, cover page) Customer Notes ____________________________________________________________________________________________________________________________________ ____________________________________________________________________________________________________________________________________ ____________________________________________________________________________________________________________________________________ ____________________________________________________________________________________________________________________________________ ____________________________________________________________________________________________________________________________________ ____________________________________________________________________________________________________________________________________ ____________________________________________________________________________________________________________________________________ ____________________________________________________________________________________________________________________________________ ____________________________________________________________________________________________________________________________________ ____________________________________________________________________________________________________________________________________ ____________________________________________________________________________________________________________________________________ ____________________________________________________________________________________________________________________________________ Action Request (Required for all Approvals) Revise and Resubmit Approved As Noted Approved Name: _________________________________________________________________________________ Signature: ____________________________________________________________________________ Date: __________________________ Requested Ship Date: __________________________ PSALCA-23029CADocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 A SENNECA COMPANY 0" FLOOR 81 3/4" 152 7/8" 163.13 13'7 1/8" OPENINGHEIGHT 0" LH JAMB 78" CL156.0013'0"OPENINGWIDTH 16 7/16" 46 3/16" 87 9/16" 117 5/16" 146 15/16" 10 5/8" 76" 12" 39 9/16" 67 1/8" 88 7/8" 116 7/16" 144" A A B B C C D D EE F DISCONNECT PULL(LH SHOWN ONLY)PULL HANDLE ANCHOR ATCLIPS INTERIOR ELEVATION - FRONT VIEW HINGE COVER RECOMMENDED AND PROVIDED BY DOOR ENGINEERING 154.61CLEAR OPENING 53" MAXPANELPROJECTION 12" PANELSTACK UP 12" SAFETY ZONE TOP VIEW DETAIL F SCALE 1 : 8 ANCHOR WITH 1/2" X 5 1/2" ANCHOR BOLT IN 9/16" HOLE CAP INCLUDED FOR 1 1/2" HOLE DOOR QUANTITY: 2 REVISIONS REV.DESCRIPTION DATE APPROVED A DRAWINGS FOR APPROVAL 12/21/2021 AGM D C B A B C D 1234 4 3 2 SHEET 1 OF 3 TITLE: DATENAME CHECKED BY DRAWN BY DO NOT SCALE DRAWINGUNLESS OTHERWISE SPECIFIED: SEE PARTS LIST MATERIAL DIMENSIONS ARE IN INCHESTOLERANCES:ANGULAR: 2X.X = .1X.XX = .03X.XXX = .015 SCALE: 1:36 MASS: REVDWG. NO.BSIZE A DWG. NO.SH.REV.1 21041FA-1 THIRD ANGLE PROJECTION A 3234.54 CARLSBAD FS #2 N/A AGM (1/8")(1/32")(1/64") 21041FA-1 THICKNESS 12/21/2021 A D C B A B C D 1234 4 3 2 SHEET 1 OF 3 TITLE: DATENAME CHECKED BY DRAWN BY DO NOT SCALE DRAWINGUNLESS OTHERWISE SPECIFIED: SEE PARTS LIST MATERIAL DIMENSIONS ARE IN INCHESTOLERANCES:ANGULAR: 2X.X = .1X.XX = .03X.XXX = .015 SCALE: 1:36 MASS: REVDWG. NO.BSIZE A DWG. NO.SH.REV.1 21041FA-1 THIRD ANGLE PROJECTION A 3234.54 CARLSBAD FS #2 DRAWINGS ARE THE EXCLUSIVE PROPERTY OF DOOR ENGINEERING AND MANUFACTURING, LLC AND CANNOT BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. N/A AGM (1/8")(1/32")(1/64") 21041FA-1 THICKNESS A door is designed with a 13'-0" clr opng width (finish to finish) actual opening to be field verified door is designed with a 13'-6" clear opening ht, (to finish) actual opening to be field verified see comments in detail C-C PSALCA-23029CA DocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 1/8" GAP 3 1/2" 38.00JAMB PANEL WIDTH 38.00FOLD PANELWIDTH 1 3/4" 8" HINGEOFFSET 1/8" GAP SECTION A-A JAMB HINGE (A36 - PAINTED TO MATCH DOOR)1/2" x 3 1/4" HHCS1/2" FLAT WASHER1/2" BONDED WASHER1/2" HNNJ FOLD HINGE (CAST SS - PAINTED TO MATCH DOOR)1/2" x 3 1/4" HHCS1/2" BONDED WASHER1/2" FLAT WASHER1/2" HNNJ OPENING PERIMETER ANGLE & SEAL CENTER BULB SEAL SAFETY EDGE 1/2" x 5 1/2" ANCHOR WEDGE 6" x 4" X 3/16" ASTM A-500 Gr. B HSS SURFACE MOUNTED FRAME CENTER FLOOR GUIDE W/*4x .500-13X3.750 ANCHOR WEDGE VERIFY THE SUB-STRUCTURE OF THE CONCRETE WILL NOT INTERFERE WITH THE CENTER FLOOR GUIDE ANCHORS EXTERIOR LIGHT CURTAIN WIRE PASS THROUGHSEALANT BY OTHERS EXTERIOR LIGHT CURTAINATTACHED WITH 1/4" x 1-1/4" TAPCON * * * * DIMENSION VARIES SECTION B-B HV1 TRACK OPENING PERIMETER ANGLE & SEAL END TRACK SUPPORT5/8" x 3" HHCS2" x 2" TRACK WASHER5/8" HNNJ 6" x 4" X 3/16" ASTM A-500 Gr. B HSS SURFACE MOUNTED FRAME 40" PROJECTION 0" 1 1/8" SEISMIC GAP 4 3/4" ANCHOR 17 1/8" OPERATOR HEADROOM 42"DIMENSIONVARIES 10 1/2" SECTION C-C HV1 TROLLEY HV1 TRACK CENTER TRACK SUPPORT5/8" x 3" HHCS5/8" FW5/8" HNNJ OPERATOR ASSEMBLY 1/2" x 5 1/2" ANCHOR WEDGE CONNECTION ROD CONTROL ARM SEE EXTERIOR ELEVATION ON PAGE 3 FOR OPENING HEIGHT 2 1/8" PANEL THICKNESS14 ga. STEEL SHEETING (COLD-ROLLED)ASTM A-500 Gr. B 11 GA. STEEL TUBE FRAME 1 5/8" GAPFROM FLOOR SECTION D-D SCALE 1 : 6 FLOOR SWEEPS(ADHERE IN FIELD) EXTERIOR RECOMMENDED 1/4" TO 1/2" SLOPED FLOORING FROM CENTER OF DOOR PANEL TO DIRECT WATER AWAY FROM DOOR SECTION E-E 1/4" x 3/4" MACHINE SCREW EXTERIOR LIGHT CURTAIN WIRE PASS THROUGH ACCESS PANEL D C B AA B C D 1234 4 3 2 SHEET 2 OF 3 PROPRIETARY AND CONFIDENTIAL SCALE: 1:8 REVDWG. NO.BSIZE 21041FA-1 A DWG. NO.SH.REV.2 A21041FA-1 DRAWINGS ARE EXCLUSIVE PROPERTY OF DOOR ENGINEERING AND MANUFACTURING, LLC AND CANNOT BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. refer to detail B4/A-500, installer to confirm location and installation of light curtain is acceptable and to provide overall height of light curtain. Note: exterior wall construction is metal stud framing. Refer to details A2/S-517 HD-4 for jamb and header framing. Provide appropriate attachments for metal stud framing installer/manufacture to confirm required backing for operator supports attachment and coordinate installation with GC prior to installation of interior finish. (painted to match door) seals to be black typ PSALCA-23029CA DocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 *MEETS ASCE 7.16 - CHAPTER 30 - COMPONENTS AND CLADDING- 120 MPH (3 SECOND GUST) ULTIMATE WINDSPEED*DOOR WILL OPEN OR CLOSE IN APPROXIMATELY 7 SECONDS 25 3/4" TYP 70 5/8"TYP 0" 0" 7 5/8" 78 1/4" 85 1/4" 155 7/8" 6 1/4" 32" 44 3/8" 70 1/8" 85 7/8" 111 5/8" 124" 149 3/4" 162.00 13'6" ROUGHOPENING 156.0013'0"ROUGHOPENINGEXTERIOR ELEVATION NOTES: 1.FACTORY FINISH: COMPLETED DOOR SECTIONS, HINGES, SURFACE MOUNTED FRAME AND WINDOWFRAMES (WHERE APPLICABLE) TO BE EPOXY PRIMED AND POLYURETHANE FINISH PAINTED. CUSTOMER COLOR SPECIFIED IS RAL #XXXX. 2. OPERATOR COMPONENTS AND LINKAGE TO BE POWDERCOATED ANSI GRAY. 3. CAULK ALL INTERIOR AND EXTERIOR GLAZING AND FRAMES.(CAULK PROVIDED BY OTHERS) 4. CAULK SURFACE MOUNTED FRAME TO WALL (IF APPLICABLE).(CAULK PROVIDED BY OTHERS) 5. GLAZING SHALL BE 1" INSULATED PILKINGTON ENERGY ADVANTAGE LOW-E, TEMPERED SAFETY GLASS. GLASS SHALL BE SHIPPED SEPARATE TO SITE AND INSTALLED BY DOOR INSTALLER. TINTED: CUSTOMER TO SPECIFY TINT COLOR 6. FIELD VERIFY OPENING PRIOR RELEASE TO PRODUCTION. D C B AA B C D 1234 4 3 2 SHEET 3 OF 3 PROPRIETARY AND CONFIDENTIAL SCALE: 1:36 REVDWG. NO.BSIZE 21041FA-1 A DWG. NO.SH.REV.3 A21041FA-1 DRAWINGS ARE EXCLUSIVE PROPERTY OF DOOR ENGINEERING AND MANUFACTURING, LLC AND CANNOT BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. Glass shall meet performance requirements of spec section 083350-2.3 unless otherwise altered by door manufacturer in writing:K. Glazed Panels: Manufacturer's standard, metal framed section withglazing sealed with glazing tape and metal glazing bead. Glazing as follows:1. Insulating Glass Units [GL-2]: Manufacturers' standard Low-E unit withminimum 1/8-inch nominal tempered glass lites, nominal 1-inch overallthickness, complying with ASTM C1048, Kind FT (fully tempered), heatsoaked, Type I, Class 1 (clear), Quality-Q3, and complying with specifiedperformance requirements. color approved in Submittal #083350-41 Revision 1: Four Fold Doors Color Samples. Color to match approved samples. doors are designed for a CLEAR OPENING size of 13'-0" x 13'-6" and 14'-0" x 13'-6" (actual finished opening required to be field verified prior to fabrication). PSALCA-23029CA DocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 A SENNECA COMPANY 0" FLOOR 81 3/4" 152 7/8" 163.13 13'-7 1/8" OPENINGHEIGHT 0" LH JAMB 84" CL168.0014'-0"OPENINGWIDTH 16 7/16" 46 3/16" 87 9/16" 117 5/16" 146 15/16" 10 5/8" 76" 12" 42 9/16" 73 1/8" 94 7/8" 125 7/16" 156" A A B B C C D D EE F DISCONNECT PULL(LH SHOWN ONLY)PULL HANDLE ANCHOR ATCLIPS INTERIOR ELEVATION - FRONT VIEW HINGE COVER RECOMMENDED AND PROVIDED BY DOOR ENGINEERING 165.73 13'-9 3/4" CLEAR OPENING 56" MAXPANELPROJECTION 12" PANELSTACK UP 12" SAFETY ZONE TOP VIEW DETAIL F SCALE 1 : 8 ANCHOR WITH 1/2" X 5 1/2" ANCHOR BOLT IN 9/16" HOLE CAP INCLUDED FOR 1 1/2" HOLE DOOR QUANTITY: 1 REVISIONS REV.DESCRIPTION DATE APPROVED A DRAWINGS FOR APPROVAL 12/21/2021 AGM D C B A B C D 1234 4 3 2 SHEET 1 OF 3 TITLE: DATENAME CHECKED BY DRAWN BY DO NOT SCALE DRAWINGUNLESS OTHERWISE SPECIFIED: SEE PARTS LIST MATERIAL DIMENSIONS ARE IN INCHESTOLERANCES:ANGULAR: 2X.X = .1X.XX = .03X.XXX = .015 SCALE: 1:36 MASS: REVDWG. NO.BSIZE A DWG. NO.SH.REV.1 21041FB-1 THIRD ANGLE PROJECTION A 3428.63 CARLSBAD FS #2 N/A AGM (1/8")(1/32")(1/64") 21041FB-1 THICKNESS 12/21/2021 A D C B A B C D 1234 4 3 2 SHEET 1 OF 3 TITLE: DATENAME CHECKED BY DRAWN BY DO NOT SCALE DRAWINGUNLESS OTHERWISE SPECIFIED: SEE PARTS LIST MATERIAL DIMENSIONS ARE IN INCHESTOLERANCES:ANGULAR: 2X.X = .1X.XX = .03X.XXX = .015 SCALE: 1:36 MASS: REVDWG. NO.BSIZE A DWG. NO.SH.REV.1 21041FB-1 THIRD ANGLE PROJECTION A 3428.63 CARLSBAD FS #2 DRAWINGS ARE THE EXCLUSIVE PROPERTY OF DOOR ENGINEERING AND MANUFACTURING, LLC AND CANNOT BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. N/A AGM (1/8")(1/32")(1/64") 21041FB-1 THICKNESS A door is designed 14'-0" clear (finish to finish) actual opening to be field verified see all general comments on previous pages. note: dimensions here to not match those on "SMF RH JAMB WELDMENT" PSALCA-23029CA DocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 1/8" GAP 3 1/2" 41.00 3'-5" JAMB PANEL WIDTH 41.00 3'-5" FOLD PANELWIDTH 1 3/4" 8" HINGEOFFSET 1/8" GAP SECTION A-A JAMB HINGE (A36 - PAINTED TO MATCH DOOR)1/2" x 3 1/4" HHCS1/2" FLAT WASHER1/2" BONDED WASHER1/2" HNNJ FOLD HINGE (CAST SS - PAINTED TO MATCH DOOR)1/2" x 3 1/4" HHCS1/2" BONDED WASHER1/2" FLAT WASHER1/2" HNNJ OPENING PERIMETER ANGLE & SEAL CENTER BULB SEAL SAFETY EDGE 1/2" x 5 1/2" ANCHOR WEDGE 6" x 4" X 3/16" ASTM A-500 Gr. B HSS SURFACE MOUNTED FRAME CENTER FLOOR GUIDE W/*4x .500-13X3.750 ANCHOR WEDGE VERIFY THE SUB-STRUCTURE OF THE CONCRETE WILL NOT INTERFERE WITH THE CENTER FLOOR GUIDE ANCHORS EXTERIOR LIGHT CURTAIN WIRE PASS THROUGHSEALANT BY OTHERS EXTERIOR LIGHT CURTAINATTACHED WITH 1/4" x 1-1/4" TAPCON * * * * DIMENSION VARIES SECTION B-B HV1 TRACK OPENING PERIMETER ANGLE & SEAL END TRACK SUPPORT5/8" x 3" HHCS2" x 2" TRACK WASHER5/8" HNNJ 6" x 4" X 3/16" ASTM A-500 Gr. B HSS SURFACE MOUNTED FRAME 40" PROJECTION 0" 1 1/8" SEISMIC GAP 4 3/4" ANCHOR 17 1/8" OPERATOR HEADROOM 42"DIMENSIONVARIES 10 1/2" SECTION C-C HV1 TROLLEY HV1 TRACK CENTER TRACK SUPPORT5/8" x 3" HHCS5/8" FW5/8" HNNJ OPERATOR ASSEMBLY 1/2" x 5 1/2" ANCHOR WEDGE CONNECTION ROD CONTROL ARM SEE EXTERIOR ELEVATION ON PAGE 3 FOR OPENING HEIGHT 2 1/8" PANEL THICKNESS14 ga. STEEL SHEETING (COLD-ROLLED)ASTM A-500 Gr. B 11 GA. STEEL TUBE FRAME 1 5/8" GAPFROM FLOOR SECTION D-D SCALE 1 : 6 FLOOR SWEEPS(ADHERE IN FIELD) EXTERIOR RECOMMENDED 1/4" TO 1/2" SLOPED FLOORING FROM CENTER OF DOOR PANEL TO DIRECT WATER AWAY FROM DOOR SECTION E-E 1/4" x 3/4" MACHINE SCREW EXTERIOR LIGHT CURTAIN WIRE PASS THROUGH ACCESS PANEL D C B AA B C D 1234 4 3 2 SHEET 2 OF 3 PROPRIETARY AND CONFIDENTIAL SCALE: 1:8 REVDWG. NO.BSIZE 21041FB-1 A DWG. NO.SH.REV.2 A21041FB-1 DRAWINGS ARE EXCLUSIVE PROPERTY OF DOOR ENGINEERING AND MANUFACTURING, LLC AND CANNOT BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. PSALCA-23029CA DocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 *MEETS ASCE 7.16 - CHAPTER 30 - COMPONENTS AND CLADDING- 120 MPH (3 SECOND GUST) ULTIMATE WINDSPEED*DOOR WILL OPEN OR CLOSE IN APPROXIMATELY 7 SECONDS 28 3/4" TYP 70 5/8"TYP 0" 0" 7 5/8" 78 1/4" 85 1/4" 155 7/8" 6 1/4" 35" 47 3/8" 76 1/8" 91 7/8" 120 5/8" 133" 161 3/4" 162.00 13'-6" ROUGHOPENING 168.0014'-0"ROUGHOPENINGEXTERIOR ELEVATION NOTES: 1.FACTORY FINISH: COMPLETED DOOR SECTIONS, HINGES, SURFACE MOUNTED FRAME AND WINDOWFRAMES (WHERE APPLICABLE) TO BE EPOXY PRIMED AND POLYURETHANE FINISH PAINTED. CUSTOMER COLOR SPECIFIED IS RAL #XXXX. 2. OPERATOR COMPONENTS AND LINKAGE TO BE POWDERCOATED ANSI GRAY. 3. CAULK ALL INTERIOR AND EXTERIOR GLAZING AND FRAMES.(CAULK PROVIDED BY OTHERS) 4. CAULK SURFACE MOUNTED FRAME TO WALL (IF APPLICABLE).(CAULK PROVIDED BY OTHERS) 5. GLAZING SHALL BE 1" INSULATED PILKINGTON ENERGY ADVANTAGE LOW-E, TEMPERED SAFETY GLASS.GLASS SHALL BE SHIPPED SEPARATE TO SITE AND INSTALLED BY DOOR INSTALLER.TINTED: CUSTOMER TO SPECIFY TINT COLOR 6. FIELD VERIFY OPENING PRIOR RELEASE TO PRODUCTION. D C B AA B C D 1234 4 3 2 SHEET 3 OF 3 PROPRIETARY AND CONFIDENTIAL SCALE: 1:36 REVDWG. NO.BSIZE 21041FB-1 A DWG. NO.SH.REV.3 A21041FB-1 DRAWINGS ARE EXCLUSIVE PROPERTY OF DOOR ENGINEERING AND MANUFACTURING, LLC AND CANNOT BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. PSALCA-23029CA DocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 OPEN CLOSE STOP AUTO/HAND POWERENGINEERINGBY DOOR MAINPANEL OPEN CLOSE STOP 24H,220,240,260,261 EXTERIOR PHOTO EYE PHOTOSENSOR RECEIVERBY DOOR ENGINEERING 24H, 24N PHOTOSENSORTRANSMITTERBY DOORENGINEERING 24H,24N 24H,24N,280 24H,24N,340,350,271 JUNCTION BOX BY OTHERS 24H,24N 340,350 LIMIT SWITCHES BY DOOR ENGINEERING 24H,24N 281,282 300,330 BEA LZR WIDESCAN PRESENCE SENSOR BY DOOR ENGINEERING 281,282,300,330 JUNCTION BOX BY OTHERSWIRELESS SAFETY EDGE RECEIVERS BY DOOR ENGINEERING ANTENNA WIRELESS SAFETY EDGE TRANSMITTERS BY DOOR ENGINEERING 1XX VAC = 25 AMP DRAW 2XX VAC = 15 AMP DRAW 4XX VAC = 6 AMP DRAW L1,L2,L3,GND STOP POWER ENGINEERINGBY DOORMAIN PANEL PLC OPEN CLOSE STOP 24H,220,240,260,261 HAND/AUTO 320 HORN/STROBE 24 VDC RADIO REMOTE RECEIVER BY OTHERS 24H,24N,300,310 ,220,262 PULL CORD BY DOOR ENGINEERING 24H,220,262 3/4 HP Rv2 SERIES OPERATOR2.92 FLA @ 230 VAC 1.28 FLA @ 460 VAC MOTOR BY DOOR ENGINEERING BROOK CROMPTON BF4N.75-2 CNDT OUTLET BODY OR JUNCTION BOX BY OTHERS T1,T2,T3,GND A SENNECA COMPANY Equipment Provided by Door Engineering: 1) Control Panel, 1 per door -"Open," "Close," "Stop," "Auto/Hand" pushbuttons on face -19.75 x 15.75 x 6, NEMA 4 rated -Power disconnect -VFD to adjust speed -N.C. Door Position "PNP" Prox Sensors By Door Eng. 10-00-214 (qty 2 Open,Closed) 2) Remote Pushbutton Station, "Surface Mount," 1 per door -"Open," "Close," and "Stop" pushbuttons -5.75 x 2.75 x 2.5, NEMA 4 rated, raised pushbuttons -Model: CW AUTOMATION 10-00-524 3) Electric Safety Edge Monitored -2 wireless transmitters -1 receiver -Safety Edge will not open a closed door -Safety edge will stop a closing door upon activiation and return to open position -Model: RB-G-K10 Transmitter/Receiver System PN: 10-00-806 -Model: RB-TX10 Transmitter PN: 10-00-807 4) Safety Light Curtain, "Surface Mount", 1 per door -Must be wired to use Normally Closed (N.C.) contacts -Thru-beam (x16)(transmitter/receiver type) -Activation stops a closing door and returns door to "open" position -IP67 Rated -Model: TELCO SG-13 -Transmitter: 10-00-766 -Receiver: 10-00-767 Equipment Provided by Others (Vendor, Installer, End User, etc.) 1) Radio Remote Control Transmitters and Receivers 2) BEA LZR WIDESCAN Presence Sensor, 1 per door -Center Mounted -1 Remote Control per job site -Maximum height= 32' -Activation stops a closing door and returns door to "open" position -Model: LZR WIDESCAN -Provided by BEI TOP VIEW LOCATE IN ACCESSIBLE AREA AND WITHIN VIEW OF DOOR VFD CONVERTS 1 PHASE INCOMING POWER TO 3 PHASE POWER FOR D.E. OPERATOR 230 VAC 60 HZ 3 PHASE Panel Specifications 1) All wiring to be 600 volt rated, stranded, copper, type MTW. 2) Power wiring to be black, 14 ga. 3) AC control wiring to be red (hot) and white (neut) 16 ga. 4) DC control wiring to be blue, 16 ga. 5) Enclosure shall have NEMA 4 rating unless otherwise specified. Field Wiring 1) Fused disconnedt to be provided by others. Fuses to be of time delay type with maximum rating as indicated. 2) All field wiring to be a minimum 14 ga. 60 C. copper, stranded & 600 volt rated 3) Terminal blocks to be tightened to max: 4.4 in-lbs for small 7.1 in-lbs for large 4) Motor, 24vac control, and 12 vdc wiring should all be in separate conduit runs. 5) All conduit hubs must have NEMA 4 rating. CONDUIT TO ENTER BOTTOM OF PANELDRAWING FOR REPRESENTATION ONLY.CONDUIT LAYOUT DOES NOTREFLECT IN FIELD CONDITIONS Equipment Provided by Door Engineering:1) Control Panel, 1 per door -"Open," "Close," "Stop," "Auto/Hand" pushbuttons on face -19.75 x 15.75 x 6, NEMA 4 rated -Power disconnect -VFD to adjust speed -N.C. Door Position "PNP" Prox Sensors By Door Eng. 10-00-214 (qty 2 Open,Closed)1) Narrow Control Panel, 1 per door -9 x 36 x 7, UL 508A Listed -Face mounted PLC -"Stop" pushbutton below PLC -Power disconnect -VFD to adjust speed -N.C. Door Position "PNP" Prox Sensors By Door Eng. 10-00-214 (qty 2 Open,Closed) 2) Remote Pushbutton Station, "Surface Mount," 1 per door -"Open," "Close," and "Stop" pushbuttons -5.75 x 2.75 x 2.5, NEMA 4 rated, raised pushbuttons -Model: CW AUTOMATION 10-00-524 2) Remote Pushbutton Station, "Flush Mount," 1 per door -"Open," "Close," and "Stop" pushbuttons -4.25 x 2.75 (Faceplate), 4.5 x 2.75 (Back Box), NEMA 1 rated, flush-mount pushbuttons -Model: LCE-3 3) Electric Safety Edge Monitored -Wired using SO-rated cord -Safety Edge will not open a closed door -Safety Edge will stop a closing door upon activation and return to "open" position -Door Engineering design 3) Electric Safety Edge Monitored -2 wireless transmitters -1 receiver -Safety Edge will not open a closed door -Safety edge will stop a closing door upon activiation and return to open position -Model: RB-G-K10 Transmitter/Receiver System PN: 10-00-806 -Model: RB-TX10 Transmitter PN: 10-00-807 4) Safety Light Curtain, "Surface Mount", 1 per door -Must be wired to use Normally Closed (N.C.) contacts -Thru-beam (x16)(transmitter/receiver type) -Activation stops a closing door and returns door to "open" position -IP67 Rated -Model: TELCO SG-13 -Transmitter: 10-00-766 -Receiver: 10-00-767 4) Safety Photo Eye, "Flush Mount", 1 per door -Must be wired to use Normally Closed (N.C.) contacts -Thru-beam (transmitter/receiver type) -Activation stops a closing door and returns door to "open" position -IP67 Rated -Model: TELCO 3000 series 5) BEA LZR WIDESCAN Presence Sensor, 1 per door -Center Mounted -1 Remote Control per job site -Maximum height= 32' -Activation stops a closing door and returns door to "open" position -Model: LZR WIDESCAN 5) BEA LZR WIDESCAN Presence Sensor, 1 per door - Extended Arm Mount -1 Remote Control per job site -Maximum height= 32' -Model: LZR WIDESCAN -Enhanced Safety Programming: Includes pre-scan to stop door from opening or closing 6) Floor Loop Module, Safety/Hold ( Loop wire by others ) -Holds open an "open" door -Opens a "closing" door -Uses wire nos. 24H, 290 -Model: EDI LMA-1250-LV 6) Floor Loop Module, Open/Hold ( Loop wire by others ) -Holds open an "open" door -Opens a "closed" door (Timer Program #1) -Stops a "closing" door and returns to "open" position -Uses wire nos. 24H, 290 -Model: EDI LMA-1250-LV 6) Floor Loop Module, Close/Hold ( Loop wire by others ) -Holds open an "open" door -Activates close timer (Timer Program #2) -Stops a "closing" door and returns to "open" position -Uses wire nos. 24H, 290 -Model: EDI LMA-1250-LV 7) Cremone Bolt, Open/Closed -Must be wired to use Normally Closed (N.C.) contacts -Door will not open when Cremone is in closed position -Door Engineering design 8) Pull Cord Remote Switch, "Overhead Mount," 1 per door -Activates the door to Open -4.00" x 3.75" x 2.75", NEMA 4 rated -Model: MMTC #CPM-1 9) Signal Horn w/ Strobe, 1 per door -Active when the door is Opening and/or Closing -24VDC, 95DBA @ 10' -Model: MMTC WGEC-24 10-00-753 9) Signal Horn w/ Strobe, 1 per door -Active when the door is Opening and/or Closing -Model: Edwards signaling horn 877-G1 NEMA4x (10-00-138)10) Radio Remote Control Transmitters and Receivers -Remote Reciever QTY 1 -Model: Linear Digital Delta 3 System -Remote Transmitters, 1channel hand held QTY 1 -Model: Linear DNT00002A Equipment Provided by Others (Vendor, Installer, End User, etc.) 1) Radio Remote Control Transmitters and Receivers 4) Safety Photo Eye, "Surface Mount", 1 per door, (OLD) -Must be wired to use Normally Closed (N.C.) contacts -Thru-beam (transmitter/receiver type) -NEMA 4X rated -Activation stops a closing door and returns door to "open" position -Model: IRB-4X 5) BEA IS40P Presence Sensor, 1 per door -1 Remote Control per job site -Maximum height= 16' -Activation stops a closing door and returns door to "open" position -Model: IS40P 5) BEA LZR-i30 Presence Sensor, 1 per door -1 Remote Control per job site -Maximum height= 30' -Activation stops a closing door and returns door to "open" position -Model: LZR-i30 STANDARD MOTORS OPERATOR MFG PN:FLA 230 FLA 460 HPR1BROOKS CROMPTON BF4N.75-2 2.92 1.28 3/4R2BROOKS CROMPTON BF4N.75-2 2.92 1.28 3/4 R3 BROOKS CROMPTON BF4N.75-2 2.92 1.28 3/4XTBROOKS CROMPTON BF4N.75-2 2.92 1.28 3/4 R3.5 BROOKS CROMPTON PF4N001-2C 3.56 1.78 1 XT R3.5 BROOKS CROMPTON PF4N001-2C 3.56 1.78 1 D C B A B C D 1234 4 3 2 SHEET 1 OF 1 TITLE: DATENAME DRAWN BY SCALE: NTS REVDWG. NO.BSIZE A DWG. NO.SH.REV.1 21041F-E1 A CARLSBAD FS #2 RISER DRAWINGS ARE THE EXCLUSIVE PROPERTY OF DOOR ENGINEERING AND MANUFACTURING, LLC AND CANNOT BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. AGM 21041F-E1 3/23/21 A remote pushbuttons to be mounted flush in bollards at each door location per plan coordinate final location with owner and architect prior to install, refer to E-201 PSALCA-23029CADocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 %$ *+ *+ !Ŗ3%..%#!Ŗ#/-0!.9 $ % & ''% $      ) ) ( 23(1,1*+(,*+7 /,67,1127(6,)$+(,*+79$5,(6 $$ 23(1,1*:,'7+ /,67,1127(6,)%:,'7+9$5,(6 %% +($'5220 /,67,1127(6$1','(17,)<217+(/()7',$*5$0,)7+(5($5($1< 2%6758&7,2160($685(/2&$7,216$1'3529,'(7+(,5,17(5)(5,1*',0(16,216 & 6,'(5220 /,67,1127(6$1','(17,)<217+(/()7',$*5$0,)7+(5($5($1< 2%6758&7,2160($685(/2&$7,216$1'3529,'(7+(,5,17(5)(5,1*',0(16,216 '' 02817,1*(/(9$7,216 9(5,)<02817,1*&/,3/2&$7,21621'5$:,1*6$5(127 /2&$7('21&086($0 (&+(&.72&21),50 ',$*21$/ /,67,1127(6$1','(17,)<217+(/()7',$*5$0,)23(1,1*,6127648$5( )),17(5,259,(:528*+23(1,1* 127(6 BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB 9(5,)<:$//&216758&7,21216,7(&5266&+(&.,1*:,7+7+($5&+,7(&785$/35,1765(&25'$//),1',1*6,17+(127(6(&7,21 $//',0(16,2160867%(:,7+,1 aPP 12$3352;,0$7,216'225(1*,1((5,1*$1'0$18)$&785,1*//&,61275(63216,%/()25,1&255(&70($685(0(176 23(1,1*7+,&.1(66 BBBBBBBBBBBBBBBBBBBB BBBBBBBBBBBBBBBBBBBB BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB BBBBBBBBBBBBBBBBBBBB )/225(/(9$7,21&+$1*( ,17(5,259,(: &+(&.%2;,))/225 ,6/(9(/ &+(&.%2; )256/23( ',5(&7,21 &+(&.%2; )256/23( ',5(&7,21 $0($685(0(17 %0($685(0(17 5,*+7-$0%/()7-$0% (;7(5,25,17(5,25 :$//3/80%1(66)/2256/23( *0($685(0(17 *6/23( ƒ  +0($685(0(17 +6/23( ƒ  ' & % $ % & '   6+((72) 7,7/( '$7(1$0( &+(&.('%< '5$:1%< '21276&$/('5$:,1*81/(6627+(5:,6(63(&,),(' 0$7(5,$/ ',0(16,216$5(,1,1&+(672/(5$1&(6$1*8/$5;; ;;; ;;;;  6&$/(0$66 5(9':*12%6,=( ':*126+5(9),(/'0($685(0(17*8,'( 7+,5'$1*/(352-(&7,21   5(&7$1*8/$5528*+23(1,1* '5$:,1*6$5(7+((;&/86,9(3523(57<2)'225(1*,1((5,1*$1'0$18)$&785,1*//&$1'&$1127%(86(',1:+2/(253$57:,7+287:5,77(1&216(17 %5%     ),(/'0($685(0(17*8,'( 7+,&.1(66  $ dimensions to be provide by GC. PSALCA-23029CADocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 A SENNECA COMPANY 0" FLOOR 81 3/4" 152 7/8" 163.13 13'-7 1/8" OPENINGHEIGHT 0" LH JAMB 84" CL 168.0014'-0"OPENINGWIDTH 16 7/16" 46 3/16" 87 9/16" 117 5/16" 146 15/16" 10 5/8" 76" 12" 42 9/16" 73 1/8" 94 7/8" 125 7/16" 156" A A B B C C D D EE F DISCONNECT PULL(LH SHOWN ONLY)PULL HANDLE ANCHOR ATCLIPS INTERIOR ELEVATION - FRONT VIEW HINGE COVER RECOMMENDED AND PROVIDED BY DOOR ENGINEERING 165.73 13'-9 3/4" CLEAR OPENING 56" MAXPANELPROJECTION 12" PANELSTACK UP 12" SAFETY ZONE TOP VIEW DETAIL F SCALE 1 : 8 ANCHOR WITH 1/2" X 5 1/2" ANCHOR BOLT IN 9/16" HOLE CAP INCLUDED FOR 1 1/2" HOLE DOOR QUANTITY: 1 REVISIONS REV.DESCRIPTION DATE APPROVED A DRAWINGS FOR APPROVAL 12/21/2021 AGM D C B A B C D 1234 4 3 2 SHEET 1 OF 3 TITLE: DATENAME CHECKED BY DRAWN BY DO NOT SCALE DRAWINGUNLESS OTHERWISE SPECIFIED: SEE PARTS LIST MATERIAL DIMENSIONS ARE IN INCHESTOLERANCES:ANGULAR: 2X.X = .1X.XX = .03X.XXX = .015 SCALE: 1:36 MASS: REVDWG. NO.BSIZE A DWG. NO.SH.REV.1 21041FB-1 THIRD ANGLE PROJECTION A 3428.63 CARLSBAD FS #2 N/A AGM (1/8")(1/32")(1/64") 21041FB-1 THICKNESS 12/21/2021 A D C B A B C D 1234 4 3 2 SHEET 1 OF 3 TITLE: DATENAME CHECKED BY DRAWN BY DO NOT SCALE DRAWINGUNLESS OTHERWISE SPECIFIED: SEE PARTS LIST MATERIAL DIMENSIONS ARE IN INCHESTOLERANCES:ANGULAR: 2X.X = .1X.XX = .03X.XXX = .015 SCALE: 1:36 MASS: REVDWG. NO.BSIZE A DWG. NO.SH.REV.1 21041FB-1 THIRD ANGLE PROJECTION A 3428.63 CARLSBAD FS #2 DRAWINGS ARE THE EXCLUSIVE PROPERTY OF DOOR ENGINEERING AND MANUFACTURING, LLC AND CANNOT BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. N/A AGM (1/8")(1/32")(1/64") 21041FB-1 THICKNESS A Page note reviewed: see comments on previous sheets. Alert Architect of any differences on this page from previous PSALCA-23029CA DocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 1/8" GAP 3 1/2" 41.00 3'-5" JAMB PANEL WIDTH 41.00 3'-5" FOLD PANELWIDTH 1 3/4" 8" HINGEOFFSET 1/8" GAP SECTION A-A JAMB HINGE (A36 - PAINTED TO MATCH DOOR)1/2" x 3 1/4" HHCS1/2" FLAT WASHER1/2" BONDED WASHER1/2" HNNJ FOLD HINGE (CAST SS - PAINTED TO MATCH DOOR)1/2" x 3 1/4" HHCS1/2" BONDED WASHER1/2" FLAT WASHER1/2" HNNJ OPENING PERIMETER ANGLE & SEAL CENTER BULB SEAL SAFETY EDGE 1/2" x 5 1/2" ANCHOR WEDGE 6" x 4" X 3/16" ASTM A-500 Gr. B HSS SURFACE MOUNTED FRAME CENTER FLOOR GUIDE W/*4x .500-13X3.750 ANCHOR WEDGE VERIFY THE SUB-STRUCTURE OF THE CONCRETE WILL NOT INTERFERE WITH THE CENTER FLOOR GUIDE ANCHORS EXTERIOR LIGHT CURTAIN WIRE PASS THROUGHSEALANT BY OTHERS EXTERIOR LIGHT CURTAINATTACHED WITH 1/4" x 1-1/4" TAPCON * * * * DIMENSION VARIES SECTION B-B HV1 TRACK OPENING PERIMETER ANGLE & SEAL END TRACK SUPPORT5/8" x 3" HHCS2" x 2" TRACK WASHER5/8" HNNJ 6" x 4" X 3/16" ASTM A-500 Gr. B HSS SURFACE MOUNTED FRAME 40" PROJECTION 0" 1 1/8" SEISMIC GAP 4 3/4" ANCHOR 17 1/8" OPERATOR HEADROOM 42"DIMENSIONVARIES 10 1/2" SECTION C-C HV1 TROLLEY HV1 TRACK CENTER TRACK SUPPORT5/8" x 3" HHCS5/8" FW5/8" HNNJ OPERATOR ASSEMBLY 1/2" x 5 1/2" ANCHOR WEDGE CONNECTION ROD CONTROL ARM SEE EXTERIOR ELEVATION ON PAGE 3 FOR OPENING HEIGHT 2 1/8" PANEL THICKNESS14 ga. STEEL SHEETING (COLD-ROLLED)ASTM A-500 Gr. B 11 GA. STEEL TUBE FRAME 1 5/8" GAPFROM FLOOR SECTION D-D SCALE 1 : 6 FLOOR SWEEPS(ADHERE IN FIELD) EXTERIOR RECOMMENDED 1/4" TO 1/2" SLOPED FLOORING FROM CENTER OF DOOR PANEL TO DIRECT WATER AWAY FROM DOOR SECTION E-E 1/4" x 3/4" MACHINE SCREW EXTERIOR LIGHT CURTAIN WIRE PASS THROUGH ACCESS PANEL D C B AA B C D 1234 4 3 2 SHEET 2 OF 3 PROPRIETARY AND CONFIDENTIAL SCALE: 1:8 REVDWG. NO.BSIZE 21041FB-1 A DWG. NO.SH.REV.2 A21041FB-1 DRAWINGS ARE EXCLUSIVE PROPERTY OF DOOR ENGINEERING AND MANUFACTURING, LLC AND CANNOT BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. Page note reviewed: see comments on previous sheets. Alert Architect of any differences on this page from previous PSALCA-23029CA DocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 *MEETS ASCE 7.16 - CHAPTER 30 - COMPONENTS AND CLADDING- 120 MPH (3 SECOND GUST) ULTIMATE WINDSPEED*DOOR WILL OPEN OR CLOSE IN APPROXIMATELY 7 SECONDS 28 3/4" TYP 70 5/8"TYP 0" 0" 7 5/8" 78 1/4" 85 1/4" 155 7/8" 6 1/4" 35" 47 3/8" 76 1/8" 91 7/8" 120 5/8" 133" 161 3/4" 162.00 13'-6" ROUGHOPENING 168.0014'-0"ROUGHOPENINGEXTERIOR ELEVATION NOTES: 1. FACTORY FINISH: COMPLETED DOOR SECTIONS, HINGES, SURFACE MOUNTED FRAME AND WINDOW FRAMES (WHERE APPLICABLE) TO BE EPOXY PRIMED AND POLYURETHANE FINISH PAINTED. CUSTOMER COLOR SPECIFIED IS RAL #XXXX. 2. OPERATOR COMPONENTS AND LINKAGE TO BE POWDERCOATED ANSI GRAY. 3. CAULK ALL INTERIOR AND EXTERIOR GLAZING AND FRAMES. (CAULK PROVIDED BY OTHERS) 4. CAULK SURFACE MOUNTED FRAME TO WALL (IF APPLICABLE). (CAULK PROVIDED BY OTHERS) 5. GLAZING SHALL BE 1" INSULATED PILKINGTON ENERGY ADVANTAGE LOW-E, TEMPERED SAFETY GLASS. GLASS SHALL BE SHIPPED SEPARATE TO SITE AND INSTALLED BY DOOR INSTALLER. TINTED: CUSTOMER TO SPECIFY TINT COLOR 6. FIELD VERIFY OPENING PRIOR RELEASE TO PRODUCTION. D C B AA B C D 1234 4 3 2 SHEET 3 OF 3 PROPRIETARY AND CONFIDENTIAL SCALE: 1:36 REVDWG. NO.BSIZE 21041FB-1 A DWG. NO.SH.REV.3 A21041FB-1 DRAWINGS ARE EXCLUSIVE PROPERTY OF DOOR ENGINEERING AND MANUFACTURING, LLC AND CANNOT BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. Page note reviewed: see comments on previous sheets. Alert Architect of any differences on this page from previous PSALCA-23029CA DocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 A SENNECA COMPANY 30 3/4"TYP 0" @ VERT. TOP 1/4" TYPEND CAP OFFSET 155" 159 3/4" 0" 5" 35 3/4" 77 3/8" 163 3/16" A A 22 13 1/8 1G 1/8 1G TYP ATTOP AND BOTHORIZONTALS 1/8 TYP ATTOP AND BOTHORIZONTALS 1/8 1/8 TYP 40.75 3'-4 3/4" OVERALLWIDTH 35.75 2'-11 3/4" FIXTUREATTACHMENT B 160.25 13'-4 1/4" OVERALL HEIGHT 2" 72 5/8" 72 5/8" SECTION A-A 3/32"END CAPOFFSET TYP DETAIL B SCALE 1 : 4 34 1/8 1/2-2 TYP @END CAPS ORIENT ALL SEAMS TO ONE SIDE AND TOWARDS THE CENTER ON ALL RECTANGULAR TUBE FRAMES ORIENT ALL SEAMS TO THE INSIDE OF THE FRAME ON ALL SQUARE TUBE FRAMES REVISIONS REV.DESCRIPTION DATE APPROVED 0 DRAWING FOR PE CALCS 3/23/21 AGM 0.1 REVISED DRAWING FOR PE CALCS 12/22/2021 AGM ITEM NO.QTY.LENGTH Description 1 3 30.75 RT 5.00x2.00x.120 A500 2 2 159.75 RT 5.00x2.00x.120 A500 3 4 1-01-035 END CAP PART NUMBER END CAP SIZE 1-01-035 5" x 2" 1-01-036 3" x 2" 1-01-037 5" x 3" 1-01-038 7" x 3" 1-01-039 3" x 3" 1-01-040 4" x 4" D C B A B C D 1234 4 3 2 SHEET 1 OF 1 TITLE: DATENAME CHECKED BY DRAWN BY DO NOT SCALE DRAWINGUNLESS OTHERWISE SPECIFIED: SEE CUT LIST MATERIAL DIMENSIONS ARE IN INCHESTOLERANCES:ANGULAR: 2X.X = .1X.XX = .03X.XXX = .015 SCALE: 1:16 MASS: REVDWG. NO.BSIZE 0.1 DWG. NO.SH.REV.1 21041FB-10 THIRD ANGLE PROJECTION 0.1 182.190 TUBE FRAME WELDMENT DRAWINGS ARE THE EXCLUSIVE PROPERTY OF DOOR ENGINEERING AND MANUFACTURING, LLC AND CANNOT BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. AGM (1/8")(1/32")(1/64") 21041FB-10 THICKNESS 3/23/21 A Note: size provide on this sheet do not appear to match those on previous sheet - Coordinate all dimension as noted and with field verification. Architect's review is for general conformance only and is not responsible for dimension verification PSALCA-23029CADocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 A SENNECA COMPANY 8" 7" 2 3/8" 0" @ TUBE 3" 68 3/4" 85 1/2" 107 1/4" 174" 180.0015'-0" 1/2" 7" 15" 159" 174 1/2" 48.56 79.13 100.88 131.44 A B B 5231 ** CLEAN WELDS AND CAULK CONTINUOUS SEAMS ONWEATHERING ANGLE WHERE A WELD IS NOT PRESENT** * 3/16 1-3 3/16 1-3 TYP 3/16 1-3 3/16 1-3 2" 3 3/16" 1/8" DETAIL A SCALE 1 : 8 42 12 62 22 3/16 3/16 TYP 3/16 3/16 TYP 1/16 1/2 TYP 38 1/2" REF 20 3/4"PROJECTION 3" TYP 81 3/16 1 3 SIDETYP 2 5/8" SECTION B-B SCALE 1 : 4 81 TUBE SEAM 91 1/8 1-24 1/8 1-24 REVISIONS REV.DESCRIPTION DATE APPROVED 0 DRAWING FOR PE CALCS 3/23/2021 AGM 0.1 REVISED DRAWING FOR PE CALCS 12/22/2021 AGM ITEM NO.QTY.SHIP-LOOSE PART NUMBER DESCRIPTION 1 2 1-01-014 SMF CORNER JOINT PLATE 2 2 1-01-017 SMF END CAP - RT6X4 3 1 1-16-004 CENTER TRACK HANGER 4 2 1-18-009 END TRACK SUPPORT 5 2 1-56-023 SUPPORT ANGLE-R1/R2/R3/R3.5 EXT PAN OP 6 2 1-69-003 R3 - CONTROL ARM 7 1 101336 ADHESIVE MATRIX 10-571CGY GRAY 8 1 21041FB-44-1 RT 6.00x4.00x.19x180.00" LG. A500 (NO DWG) 9 1 21041FB-44-4 HEADER WEATHER SEAL EXTENSION D C B A B C D 1234 4 3 2 SHEET 1 OF 1 TITLE: DATENAME CHECKED BY DRAWN BY DO NOT SCALE DRAWINGUNLESS OTHERWISE SPECIFIED: SEE PARTS LIST MATERIAL DIMENSIONS ARE IN INCHESTOLERANCES:ANGULAR: 2X.X = .1X.XX = .03X.XXX = .015 SCALE: 1:14 MASS: REVDWG. NO.BSIZE 0.1 DWG. NO.SH.REV.1 21041FB-44 THIRD ANGLE PROJECTION 0.1 304.45 SMF HEADER WELDMENT DRAWINGS ARE THE EXCLUSIVE PROPERTY OF DOOR ENGINEERING AND MANUFACTURING, LLC AND CANNOT BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. N/A AGM (1/8")(1/32")(1/64") 21041FB-44 THICKNESS 3/23/21 A PSALCA-23029CADocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 A SENNECA COMPANY EXTERIOR MOUNTED NOTES:1. CLEAN ALL WELDS AND CAULK CONTINUOUS SEAMS ONWEATHERING ANGLE WHERE A WELD IS NOT PRESENTCAULK ALL UN-WELDED SEAMS OF ALL COMPONENTS2. ITEMS WITH QTY * NOT SHOWN NOTES:1. CLEAN ALL WELDS AND CAULK CONTINUOUS SEAMS ONWEATHERING ANGLE WHERE A WELD IS NOT PRESENT2. ITEMS WITH QTY * NOT SHOWN REVISIONS REV.DESCRIPTION DATE APPROVED 0 DRAWING FOR PE CALCS 3/23/21 AGM 0.1 REVISED DRAWING FOR PE CALCS 12/22/2021 AGM ITEM NO.QTY.SHIP-LOOSE PART NUMBER DESCRIPTION 1 1 1-01-010 CLIP ANGLE-SMF FLOOR 2 3 1-28-027 JAMB HINGE "T" 3 *101336 ADHESIVE MATRIX 10-571CGY GRAY 4 2 102003 HOLDER, NUT 1/2"-13 UNC 5 1 21041FB-45-1 RT 6.00x4.00x.19x163.13" LG. 6 1 21041FB-45-2 L .75x.75x.13x163.13" LG. A36 (NO DWG) D C B A B C D 1234 4 3 2 SHEET 1 OF 1 TITLE: DATENAME CHECKED BY DRAWN BY DO NOT SCALE DRAWINGUNLESS OTHERWISE SPECIFIED: SEE PARTS LIST MATERIAL DIMENSIONS ARE IN INCHESTOLERANCES:ANGULAR: 2X.X = .1X.XX = .03X.XXX = .015 SCALE: 1:14 MASS: REVDWG. NO.BSIZE 0.1 DWG. NO.SH.REV.1 21041FB-45 THIRD ANGLE PROJECTION 0.1 200.18 SMF LH JAMB WELDMENT DRAWINGS ARE THE EXCLUSIVE PROPERTY OF DOOR ENGINEERING AND MANUFACTURING, LLC AND CANNOT BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. N/A AGM (1/8")(1/32")(1/64") 21041FB-45 THICKNESS 3/23/21 A NOTHING VISIBLE ON PAGE TO REVIEW- PAGE NOTE REVIEWED PSALCA-23029CADocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 A SENNECA COMPANY 1/2" 2 3/8" 0" @ TUBE TOP 10 1/4" 81 3/8" 163.1313'-7 1/8" 1" 152 1/2" 16 1/16" 45 13/16" 75 5/8" 87 3/16" 116 15/16" 146 3/4" A A 51 23 11 3/16 3/161/4TYP 2 5/8" 1" 0" 1 1/2" 4 1/2" 8" HINGEOFFSET SECTION A-A SCALE 1 : 4 42 61 51 TUBE SEAM* 1/8 1-24 1/8 1-24 1/16 TYP EXTERIOR MOUNTEDNOTES:1. CLEAN ALL WELDS AND CAULK CONTINUOUS SEAMS ONWEATHERING ANGLE WHERE A WELD IS NOT PRESENTCAULK ALL UN-WELDED SEAMS OF ALL COMPONENTS2. ITEMS WITH QTY * NOT SHOWN NOTES:1. CLEAN ALL WELDS AND CAULK CONTINUOUS SEAMS ONWEATHERING ANGLE WHERE A WELD IS NOT PRESENT2. ITEMS WITH QTY * NOT SHOWN REVISIONS REV.DESCRIPTION DATE APPROVED 0 DRAWING FOR PE CALCS 3/23/2021 AGM 0.1 REVISED DRAWING FOR PE CALCS 12/22/2021 AGM ITEM NO.QTY.SHIP-LOOSE PART NUMBER DESCRIPTION 1 1 1-01-010 CLIP ANGLE-SMF FLOOR 2 3 1-28-027 JAMB HINGE "T" 3 *101336 ADHESIVE MATRIX 10-571CGY GRAY 4 2 102003 HOLDER, NUT 1/2"-13 UNC 5 1 21041FB-46-1 RT 6.00x4.00x.19x163.13" LG. 6 1 21041FB-46-2 L .75x.75x.13x163.13" LG. A36 (NO DWG) D C B A B C D 1234 4 3 2 SHEET 1 OF 1 TITLE: DATENAME CHECKED BY DRAWN BY DO NOT SCALE DRAWINGUNLESS OTHERWISE SPECIFIED: SEE PARTS LIST MATERIAL DIMENSIONS ARE IN INCHESTOLERANCES:ANGULAR: 2X.X = .1X.XX = .03X.XXX = .015 SCALE: 1:14 MASS: REVDWG. NO.BSIZE 0.1 DWG. NO.SH.REV.1 21041FB-46 THIRD ANGLE PROJECTION 0.1 200.18 SMF RH JAMB WELDMENT DRAWINGS ARE THE EXCLUSIVE PROPERTY OF DOOR ENGINEERING AND MANUFACTURING, LLC AND CANNOT BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. N/A AGM (1/8")(1/32")(1/64") 21041FB-46 THICKNESS 3/23/2021 A PSALCA-23029CADocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CA City Attorney Approved Version 8/2/2022 16 EXHIBIT “B” IMAGE – FINAL PUBLIC ART CONCEPT by Artist Mary Carter Taub Rendering of Artwork in Daytime Rendering of Artwork at Night DocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CA City Attorney Approved Version 8/2/2022 17 EXHIBIT “C” PUBLIC ARTWORK NARRATIVE DESCRIPTION as provided by the Artist Artist Mary Carter Taub has designed an artwork for Fire Station 2 that is integrated into the building’s architecture. Abstract shapes inspired by nature’s flowing, sweeping lines are fused onto glass panes to contract with the building’s strong geometry. Conceptually, the artwork is a “map mashup” of aerial views of Carlsbad including color inspiration from famous Southern California sunsets over the Pacific, the vibrant Flower Fields, Batiquitos Lagoon and colorful Victorians in Olde Carlsbad. Taub believes fire stations are great equalizers in community – providing response and support to improve lives while functioning as a community hub, the artwork was created to serve as a reflection of these values while engaging community in the public art process. /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// DocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CA City Attorney Approved Version 8/2/2022 18 EXHIBIT “D” SITE MAP – FIRE STATION 2 The building is located at the intersection of El Camino Real and Arenal Road in Carlsbad DocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 PSALCA-23029CA City Attorney Approved Version 8/2/2022 19 EXHIBIT “E” ARTWORK MAINTENANCE as provided by the Artist and Contractor Care & Maintenance of Your Handcrafted Architectural Glass The longevity of your architectural glass is dependent on a variety of site, climate and weather conditions. Regular inspection and cleaning are recommended to maintain your glass looking its best. Cleaning Options Routine cleaning of your windows (interior and exterior) is not a requirement unless the surfaces become covered with dirt, dust, grime, oils, smoke, or grease. In fact, improper harsh chemicals can hasten deterioration, especially on painted surfaces. Cleaning Practices to Avoid Materials you should avoid include, but are not limited to, ammonia-based window cleaners, solvents, vinegar, abrasive cleaning pads and brushes of any kind (man-made or natural), cleansers and commercial de-greasers. Also, any variety of mechanical-type systems i.e., power washers or cleaners, such as steam or pressurized air or water should never be employed. Acceptable Cleaning Practices. A widely available commercial glass cleaner like Sprayway can be used or a mixture of a mild dish soap mixed with water (1: 10 ratio) can be used or warm water. Paper towels are an alternative, but they can leave particulate residue across the glass or epoxy surface. Unless affected by the list of surface materials above, on-site cleaning should be limited to feather dusting or washing with a soft cotton cloth using soft or distilled water. DocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 DocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 DocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 ANY PROPRIETOR/PARTNER/EXECUTIVEOFFICER/MEMBER EXCLUDED? INSR ADDL SUBRLTRINSD WVD PRODUCER CONTACTNAME: FAXPHONE(A/C, No):(A/C, No, Ext): E-MAILADDRESS: INSURER A : INSURED INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : POLICY NUMBER POLICY EFF POLICY EXPTYPE OF INSURANCE LIMITS(MM/DD/YYYY) (MM/DD/YYYY) AUTOMOBILE LIABILITY UMBRELLA LIAB EXCESS LIAB WORKERS COMPENSATIONAND EMPLOYERS' LIABILITY DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) AUTHORIZED REPRESENTATIVE EACH OCCURRENCE $ DAMAGE TO RENTEDCLAIMS-MADE OCCUR $PREMISES (Ea occurrence) MED EXP (Any one person)$ PERSONAL & ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER:GENERAL AGGREGATE $ PRO-POLICY LOC PRODUCTS - COMP/OP AGGJECT OTHER:$ COMBINED SINGLE LIMIT $(Ea accident) ANY AUTO BODILY INJURY (Per person)$ OWNED SCHEDULED BODILY INJURY (Per accident) $AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $AUTOS ONLY AUTOS ONLY (Per accident) $ OCCUR EACH OCCURRENCE CLAIMS-MADE AGGREGATE $ DED RETENTION $ PER OTH-STATUTE ER E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE $If yes, describe under E.L. DISEASE - POLICY LIMITDESCRIPTION OF OPERATIONS below INSURER(S) AFFORDING COVERAGE NAIC # COMMERCIAL GENERAL LIABILITY Y / N N / A(Mandatory in NH) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED INACCORDANCE WITH THE POLICY PROVISIONS. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIODINDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THISCERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZEDREPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement onthis certificate does not confer rights to the certificate holder in lieu of such endorsement(s). COVERAGES CERTIFICATE NUMBER:REVISION NUMBER: CERTIFICATE HOLDER CANCELLATION © 1988-2015 ACORD CORPORATION. All rights reserved.ACORD 25 (2016/03) CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) $ $ $ $ $ The ACORD name and logo are registered marks of ACORD JUDSO-1 OP ID: JC 10/28/2022 Blake Longo A.J. Longo & AssociatesCa. Ins. License #0524739253 N. Lake AvenuePasadena, CA 91101Blake Longo 626-796-1313 626-795-1313 blake@ajlongo.com Allstate Insurance Company Wesco Insurance CompanyThe Judson Studios, Inc.200 S. Avenue 66Los Angeles, CA 90042 Kinsale Insurance Company Scottsdale Insurance Company C X 1,000,000 X X 0100095082-3 09/01/2022 09/01/2023 100,000 EXCLUDED 1,000,000 2,000,000 X 2,000,000 1,000,000A X 648931708 05/29/2022 05/29/2023 X X X XX 6,000,000D XBS0168273 09/01/2022 09/01/2023 6,000,000 XB WWC3620582 10/27/2022 10/27/2023 1,000,000 1,000,000 1,000,000 The City of Carlsbad, its officials, employees and volunteers are named asAdditional Insured as respects to General Liability and Auto per formsattached. 30 day notice of cancellation applies for any reason except 10days for non-payment of premium. City of Carlsbad 1775 Dove Lane Carlbad, CA 92011 626-796-1313 19232 41297 DocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089                                       !              " "  ! "#$%&'#!"(()*+    ,    -      ,    .       # $  % &  #  '          (# )#     ** %  $# $  + $   ,- *  ,)# .#-  ,$$#   %-/ ) # *  0   )# $      $0     )#    )#   %%  *       $+ #   )# ,# 1-  ,# $- *    2 30 /   **      # $$   + $ )#  4  05  ) )       #  ' )#      $0 *    2     $0            * /     $$#  ,)# .#-  ,$$#   %- %  * ,# 1-  ,# $-    ,$$ $   & -  #  '  $0  0 % )#   2 *     ' )#   /    $0          %    0   )# $        *  %    %%  *       *  )# #   )# ,# 1-  ,# $- *    2 0#   $0 )#          ) +  $  #  0   )   0  )           $* # '      $$#  $ #  )# ) /          ) $ #  )#2 15    #  *    /    #  *    2 5    #  *#    /    #  *#     2     $$#  ,)# .#-  ,$$#   %/- %  *   %% *      # $# *    2 ^ϱϬϭϬϬϰϮϬ WĂŐĞϭŽĨϮ 0100095082-2 09/01/2021 12:01AM at the Named Insured DocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 5 $     **     /  *%      3          $ #  ) * *        *   /6' )#    4  00  )   $$ )  *  4 0  2         $$ )  *  2  *       0 * ,-/  /  ,- /     $$# %0  *  ,-/      /  --  #        *        # $$#2 0     $$#   * * #      --  #                         # ' *#      *        # $$#2 77 8396 96 !  :88! 8; 39 (87:< 69  =:3>92 ^ϱϬϭϬϬϰϮϬ WĂŐĞϮŽĨϮ DocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 DocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 DocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089 DocuSign Envelope ID: 4715C1EA-5832-4207-B50C-B985AEB24089