13.2.1 All Design Consultants.
13.2.2 Estimating, constructability review, management of design consultants and value engineering.
13.2.3 Construction supervision and project management personnel, including but not limited to superintendents, Project managers, Project secretaries, Project engineers, Project accountants, and all other DB personnel wherever located.
13.2.4 All on -site and off -site equipment, supplies and facilities, including but not limited to, computers, estimating, dictating, communication and accounting equipment, office space, trailers, field equipment, fencing and site security, portable toilets, and storage facilities.
13.2.4.1 In no case shall the cumulative monthly rental charges to the Project for equipment and Small Tools used by the DB exceed 90% of the fair market value of any one piece of equipment or Small Tools. At City's option, the full price for equipment or Small Tools may be paid, and City may take possession upon completion of the Work.
13.2.5 All home -office and field overhead costs of any type including document control and retention.
13.2.6 All business license costs.
13.2.7 All profit DB intends to earn under this Agreement.
13.2.8 All direct and incidental costs incurred by DB, except for those specifically identified in Section 9.
13.3 DB shall be reimbursed, without markup and only as specified in this Agreement for the following "Reimbursable Costs:"
13.3.1 Any reimbursable cost expressly provided for elsewhere in this Agreement.
13.4 DB agrees and acknowledges the City retains its full and complete discretion for all legislative actions, including any future appropriations necessary to complete this Project or fund this Agreement. As more fully provided in Section 26, the City may terminate this Agreement for any reason, including but not limited to, if City Council fails to appropriate sufficient funds or is unsuccessful at obtaining long term financing.
Section 14: Change in GMP and Contract Time
14.1 The GMP and Contract Time may only be changed by written Change Order. Change Orders shall be issued only under the following circumstances:
14.1.1 The City directs DB to perform Additional Services or City Changes as provided in Section 9.
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14.2 The following procedure shall be followed for the issuance of Change Orders:
14.2.1 Upon the occurrence of any event that gives rise to a Change Order, including any action, inaction, decision or direction by City or agent for the City, DB shall give the City notice of the same within five (5) calendar days. DB shall not proceed with any such services or work until such notice has been given to the City except if such services or work are necessary to protect public health, safety or property as directed by the City Representative in writing.
14.2.2 If DB submits a request to change the GMP, DB shall: (1) inform City of any request to change the GMP or Contract Time at the next Project Team Meeting; (2) provide City with a list of recommended revisions which DB believes will bring Project within the GMP; and (3) assist City in reviewing the itemized cost breakdown and recommend revisions so that City can revise the scope of the Project so that the GMP is not exceeded.
14.2.3 DB's notice to the City shall include a detailed and complete estimate of the cost and time impacts associated with the requested Change Order, including all appropriate direct and indirect costs and credits. All such costs and credits shall be accurately categorized into DB Fixed Fee, Reimbursable Costs or Hard Construction Costs. DB shall also provide City with a realistic estimate of the impact, if any, the Change Order will have on the Contract Time. DB shall provide complete and accurate pricing within ten (10) calendar days of the occurrence of the event that gives rise to a Change Order.
14.2.4 Upon submission of the detailed estimates by the DB, the Parties will attempt to negotiate an appropriate adjustment in GMP and Contract Time. If an agreement is reached, a Change Order reflecting the agreement will be executed by the Parties. If an agreement is not reached, the City shall have the option to direct the DB to proceed with the subject services and/or work, during which time the DB shall contemporaneously maintain accurate and complete records of all labor, material and equipment utilized in performing the subject services and/or work. These records shall be submitted to the City and shall become the basis for continued negotiations between the Parties for an equitable adjustment to the GMP and/or Contract Time.
14.2.5 In the event there is any disagreement or dispute between the Parties as to whether the DB is entitled to a Change Order or the amount of the Change Order, the matter shall be resolved in accordance with Section 33. DB shall not have the right to stop or delay in the prosecution of any services or work, including services or work that is the subject of the Change Order, pending this resolution process. Instead, DB shall continue diligently prosecuting all such services and work.
14.2.6 City may, in its sole discretion, adjust the GMP or Contract Time for any undisputed amount or time associated with the Change Order or Additional Services.
14.3 All Change Orders, including zero dollar Change Orders which require the use of DB Contingency Fund, irrespective of impact on GMP and Contract Time shall require City approvals, however City shall not unreasonably withhold approval for use of contingency funds for changes normally encountered due to unforeseen omissions in the work packages and minor clarifications of the drawings.
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Section 15: Payment Terms
15.1 DB shall provide all Phase I Services for the Phase I Fee. DB shall submit certificate and application for payment to the City on a monthly basis for Phase I Services rendered and costs incurred in a form approved by the City. The monthly payment shall be based upon percentage of completion of the Schedule of Values plus any Reimbursable Costs as provided in Section
15.3. 15.2 DB shall provide all Phase II Services for the Phase I I Fee. DB shall submit certificate and application for payment to City on a monthly basis for Phase II Services in a form approved by the City. The monthly payment application shall be based upon the percentage of completion of the Schedule of Values plus any Reimbursable Costs and Hard Construction Costs as provided in Section 15.3 and 15.4, less any payments previously made by the City and subject to the receipt of unconditional lien releases for all prior payments and if the invoiced amount is not disputed by City, it shall pay DB ninety five percent (95%) of payment application based upon the percentage complete of the Schedule of Values and 100% of the reimbursable costs within thirty (30) days after receipt of the fully documented invoice. City will withhold the remaining 5% as security for DB's full performance.
15.3 DB shall develop and maintain an accurate system for tracking all Reimbursable Costs.
Utilizing this system, DB shall include with each monthly payment application an itemization of all such Reimbursable Costs actually incurred by DB, during the previous month. If requested by the City, DB shall provide all backup documentation supporting such Reimbursable Costs.
15.4 DB shall develop and maintain an accurate system for tracking all Hard Construction Costs it incurs on the Project. Utilizing this system, DB shall include with each monthly application for payment an itemization of all Hard Construction Costs actually incurred by DB during the previous month.
15.5 DB shall separately submit to City certificate and application for payment on a monthly basis for any authorized Additional Services performed by DB. Subject to the receipt of unconditional lien releases for all prior payments and if Additional Services are not disputed by City, City shall pay ninety five percent (95%) of the invoiced amount within thirty (30) days of receipt of fully complete invoice. City will withhold the remaining 5% as security for DB's full performance.
15.6 Subject to Sections 15.8, City shall pay DB the five percent (5%) retention being withheld pursuant to Sections 15.2, and 15.5 as part of the "Final Payment" to DB. Final Payment will be made thirty-five (35) days after Final Completion.
15.7 The City Manager will consider the release of the entire retention for subcontractors upon completion of the subcontractors' work and execution of a disclaimer and unconditional final lien release by the subcontractor.
15.8 In lieu of withholding retention under this Agreement, at the election of DB, City will deposit retention amounts into escrow and/or the substitution of securities for money as provided in California Public Contract Code Section 22300.
Section 16: Proiect Completion
16.1 Substantial Completion shall be that stage in the progress of the construction when all Work on the Project is sufficiently complete in accordance with the Construction Documents so 00105692 1
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that City can fully utilize entire Project; Substantial Completion shall further mean that all goods, services and systems to be provided under the terms and conditions of the Construction Documents are in place and have been initially tested, and are operationally functional, subject only to final testing, balancing and adjustments and normal Final Completion punch list Work.
16.2 Final Completion shall be deemed to occur on the last of the following events: (1) recordation of a Notice of Completion for the Project; (2) acceptance of the Project by the City; (3) issuance of a final Certificate of Occupancy for the Project; (4) submission of all documents required to be supplied by DB to City under this Agreement, including but not limited to As -Built Drawings, warranties, and operating manuals; (5) and delivery to City of a Certificate of Completion duly verified by DB.
16.3 DB shall provide City with a Certificate of Completion, certifying to City under penalty of perjury that the Project has been completed in accordance with the Construction Documents, all applicable building codes and regulations, all permits, licenses, and certificates of inspection, use and occupancy, and ordinances relating to the Project.
16.4 DB shall provide one set of City final record drawing documents at the end of construction and one copy in electronic format ("As -Built Drawings"). As -Built Drawings are to be accurate and legible records showing exact location by dimensions, and the exact depth by elevation of underground lines, valves, plugged tees, wiring and utilities.
16.5 DB shall provide a copy of, or make available before destruction, all records (which includes all writings as defined in Evidence Code Section 250) to the City upon receipt or generation, which shall include a copy of DB's filing protocol.
Section 17: Contract Time
17.1 The "Contract Time" shall be the number of calendar days stated in Section 1 for DB to achieve Substantial Completion.
17.2 "Time is of the essence" with regard to Contract Time and all milestones listed in the schedule.
17.3 The Contract Time may only be changed by a Change Order as set forth in Section 14
17.4 Further, an extension in Contract Time will not be granted unless DB can demonstrate through an analysis of the Project Schedule that the increases in the time to perform or complete the Project, or specified part of the Project, beyond the corresponding Contract Time arise from unforeseeable causes beyond the control and without the fault or negligence of DB, its Design Consultants, and subcontractors or suppliers, and that such causes in fact lead to performance or completion of the Project, or specified part in question, beyond the corresponding Contract Time, despite DB's reasonable and diligent actions to guard against those effects.
17.5 DB carries the burden of proving an entitlement to an increase in the Contract Time.
Delays attributable to and within the control of Design Support Consultants, or subcontractor or supplier shall be deemed to be delays within the control of DB. No time extension will be allowed for such delays. An increase in Contract Time does not necessarily mean that DB is due an increase in the GMP.
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Section 18: Late Completion
18.1 City and DB recognize that time is of the essence in this Agreement and that City will suffer financial loss if the Project is not completed within the Contract Time, plus any extensions thereof allowed in accordance with Section 17.3. They also recognize the delays, expense, and difficulties involved in proving in a legal proceeding the actual loss suffered by City if the Project is not completed on time. Accordingly, instead of requiring any such proof, City and DB agree that DB shall pay as liquidated damages (but not as a penalty) for each calendar day of delay beyond the time specified for Substantial Completion of the Project, the following amounts which DB expressly agrees are "not unreasonable under the circumstances" as defined in California Civil Code §1671(b): $500 for each calendar day. Liquidated Damages shall not be assessed after the date on which Substantial Completion is achieved pursuant to Section 16.
Section 19: Right to Modify Work
19.1 Without invalidating the Agreement and without notice to any surety, City may at any time or from time to time, order additions, deletions, or revisions in the Project; these will be authorized by a written Change Order prepared and issued by City. Upon receipt of any such document, DB shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Construction Documents (except as otherwise specifically provided).
19.2 When City desires a change in the Project, City may issue a Request for Proposal to DB.
DB will be required to respond within the time indicated by City.
Section 20: INTENTIONALLY LEFT BLANK.
Section 21: Work By Others
21.1 City may perform other work related to the Project at the Project Site by City's own forces, or let other direct contracts ("City Contractor"). The City will give DB reasonable notice of its intent to do such other work. DB's work shall take priority over the City Contractors; but the Parties will use their best efforts to coordinate their work so as to minimize the disruption to each other's work and to allow City Contractor to proceed expeditiously.
21.2 If the proper execution or results of any part of DB's work depends upon the work by the City or City Contractor, DB shall promptly inspect and report to City in writing any apparent delays, defects, or deficiencies in the City's work that render it unavailable or unsuitable for such proper execution and results. DB's failure to promptly report such delays, defects, or deficiencies in writing before commencement of the affected work, will constitute an acceptance of the City's work as fit and timely for integration with DB's Work except for latent defects and deficiencies in the City's work for which DB will not be responsible.
21.3 If DB or any person or entity working for DB causes damage to the City's or City Contractor's work, property, or person, or if any claim arising out of DB's performance of the Project by any other contractor is made against DB, by City, any other contractor, or any other person, DB shall promptly repair and/or resolve said claim at no cost to City.
Section 22: Warranties and Guarantees
22.1 DB warrants and guarantees to City that materials and equipment incorporated into the Project will be new unless otherwise specified and that all work will be in strict accordance with the Construction Documents and will not be defective. Prompt notice of defects known to City 00105692 1
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shall be given to DB. All Defective Work, whether or not in place, may be rejected, corrected, or accepted as reasonably directed by City, provided DB shall not be entitled to an extension in Contract Time or increase in GMP because of any delay or increase in cost attributable to the rejection, correction or acceptance of said work. Defective work may be rejected even if approved by prior inspection.
22.2 The warranty period shall commence when the Certificate of Final Completion is issued or at beneficial use by City prior to Final Completion, whichever occurs earlier, and extend one (1) year after that date or whatever longer period may be prescribed by laws or regulations or by the terms of any applicable special guarantee or specific provision of the Construction Documents.
22.3 DB is to provide any extra material for maintenance at the completion of the Project, including items such as carpeting, base, floor tile, ceiling tile, paint, and filters.
22.4 DB is to provide City one (1) set of operating and maintenance data manuals, fully bound and indexed, warranties, guarantees, and bonds. In addition, DB is to provide an electronic copy of these documents.
22.5 Correction of Defective Work - If within the designated warranty period, or such longer period as may be required by laws or regulations, the Project or any part of the Project, is discovered to contain defective work, DB shall promptly, without any reimbursement or adjustment in the GMP, and in accordance with City's written instructions, either correct that defective work, or if it has been rejected by City remove it from the Project and replace it with work which is not defective. If circumstances warrant it, including but not limited to, in an emergency, City or DB may have the defective work corrected or the defective work removed and replaced. In that event, DB shall not be allowed to recover any associated costs, and DB shall reimburse City for all direct, and indirect costs of City, and City shall be entitled to an appropriate decrease in the GMP, to withhold a setoff against amount recommended for payment, or make a claim on DB's bond if DB has been paid in full.
22.6 With respect to all warranties, express or implied, from subcontractors, manufacturers, or suppliers for Work performed and materials furnished under this Agreement, the DB shall:
22.6.1 Obtain all warranties that would be given in normal commercial practice and as required by the City;
22.6.2 Require all warranties to be executed, in writing, for the benefit of City;
22.6.3 Enforce all warranties for the benefit of City, if directed by City;
22.6.4 In the event DB's warranty under Section 22.2 has expired, City may bring suit at its expense to enforce a subcontractor's, manufacturer's, or supplier's warranty;
22.6.5 DB shall assign all subcontractor, supplier and manufacturer warranties including maintenance contracts from the installer for specialized equipment to cover the limited warranty period to City at the expiration of the one year warranty.
Section 23: Use and Possession Prior to Completion
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Work, City shall furnish DB a list of items of Work remaining to be performed or corrected on those portions of the Work that City intends to take possession of or use. However, failure of City to list any item of Work shall not relieve DB of responsibility for complying with the terms of this Agreement. City's possession or use shall not be deemed an acceptance of any Work under this Agreement, nor relieve the DB of any of its obligations under this Agreement.
23.2 While City has such possession or use, DB shall be relieved of the responsibility for the loss of or damage to the Work resulting from City's possession or use. If prior possession or use by City delays the progress of the Work or causes additional expense to DB, an equitable adjustment shall be made in the GMP or the Contract Time, and the Agreement shall be modified in writing accordingly.
Section 24: Personal Services and Non -Assignability
24.1 This is a personal services Agreement and, therefore, DB shall not alter the key employees or Design Consultants nor assign or transfer, voluntarily or involuntarily, any of its rights, duties or obligations under this Agreement except upon the prior written consent of City. Any such change, assignment or transfer without the prior written consent of the City shall be deemed null and void and constitute a material breach under this Agreement.
Section 25: Indemnification
25.1 To the fullest extent permitted by the law, DB shall indemnify, defend, protect and hold harmless City, their elected and appointed officers, agents, employees, consultants, (collectively herein the "Indemnitees"), from and against all claims, demands, causes of action, damages, injuries, liabilities, losses and expenses (including, without limitation, reasonable attorneys' and consultants' fees and expenses) of any kind whatsoever, arising in whole or in part out of or resulting from DB's performance of this Agreement, DB's breach of this Agreement, or the alleged negligent acts or omissions of DB, its architects, engineers, other professionals and consultants, Contractors, suppliers or anyone directly or indirectly employed by any of them or anyone for whose acts they may be liable. The obligations of the DB under this paragraph for errors or omissions, including those of the design professional subcontractors, which includes the Design Subcontractors, consultants, agents and employees thereof ("Design Subcontractors"), which arise from (1) the preparation or approval of maps, drawings, opinions, reports, surveys, designs or specifications, or (2) the giving of or the failure to give directions or instructions shall not be limited to the amount of coverage provided for in the professional liability insurance policy. If City is fully reimbursed by DB's insurance for any loss covered by this paragraph, DB shall have no further obligation for such loss.
25.2 DB's obligation to indemnify under Section 25.1 shall not extend to such claims, demands, causes of action, damages, injuries, liabilities, losses and expenses, to the extent that such is the result of the active negligence or the willful misconduct of an Indemnitee. DB's obligation to defend under Section 25.1, if not covered by the insurance to be provided on the Project, shall not extend to such claims, demands, causes of action, damages, injuries, liabilities, losses and expenses, or causes of actions, to the extent that such are caused by the active negligence or the willful misconduct of the Indemnitee, and from no other cause.
25.3 DB shall ensure that any asbestos or hazardous or toxic substances encountered on the site is properly removed and disposed of in accordance with all state or federal statutes or regulations. DB's obligation regarding the removal or disposal of asbestos or hazardous or toxic substances, products or materials shall be limited to the proper removal within the Project boundaries and the proper disposal of such materials. The DB agrees to the fullest extent 00105692 1
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permitted by law, to indemnify, defend, and hold harmless the City, its elected and appointed officers, employees, agents and consultants from and against any and all claims, suits, demands, liabilities, losses, or costs, including reasonable attorney's fees and defense costs, resulting or accruing to any and all persons, firms, and any other legal entity, caused by, arising out of or in any way connected with the removal or disposal of any asbestos or hazardous or toxic substances, products or materials that exist on the jobsite whether liability arises under breach of contract or warranty, tort, including negligence, strict liability or statutory liability or any other cause of action.
Section 26: Right to Terminate and Suspend Work
26.1 Archaeological and Paleontological Discoveries: If a discovery is made of an archaeological or paleontological interest, DB shall immediately cease operations in the area of the discovery and shall not continue until ordered by City. When resumed, operations within the area of the discovery shall be as directed by City.
26.1.1 Discoveries which may be encountered may include, but are not be limited to, dwelling sites, stone implements or other artifacts, animal bones, human bones, fossils or any item with cultural significance.
26.1.2 DB shall be entitled to an extension of time and compensation in accordance with the provisions of this Agreement.
26.2 Termination of Agreement by City for Cause: If, through any cause, DB shall fail to fulfill in a timely and proper manner DB's obligations under this Agreement, or if DB shall violate any of the covenants, agreements or stipulations of this Agreement, City shall have the right to terminate this Agreement by giving written notice to DB of such termination and specifying the effective date thereof at least five (5) days before the effective date of such termination. All finished or unfinished documents, data, studies, drawings, maps, plans, specifications, reports, electronic files, and other materials prepared by DB, or any of its agents, Design Consultants or Subcontractors, shall, at the option of the City, become the property of the City, and DB shall be entitled to receive just and equitable compensation for any work satisfactorily completed on such documents and other materials up to the effective date of Notice of Termination, not to exceed amounts payable hereunder, and less any damages caused by DB's breach.
26.2.1 In the event the Agreement is terminated in accordance with this Section, City may take possession of the Project and may complete the Project by whatever method or means City may select.
26.2.2 If the cost to complete the Project exceeds the balance, which would have been due, DB shall pay the excess amount to City.
26.2.3 Rights of City Preserved: Where DB's services have been so terminated by City, the termination will not affect any rights or remedies of City against DB then existing or which may thereafter accrue. Any retention or payment of moneys due DB by City will not release DB from liability. It is agreed that termination hereafter will not in any way release, waiver, or abridge any rights the City has against DB's performance bond surety.
26.3 Any dispute as to the amount due or owed to DB upon termination under this section shall be resolved in accordance with Section 26.
26.4 Termination for Convenience by City: City may terminate this Agreement at any time and for any reason, by giving specific written notice to DB of such termination and specifying the 00105692 1
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effective date thereof, at least seven (7) days before the effective date of such termination. In that event, all finished and unfinished documents and other materials described hereinabove shall, at the option of the City, become City's sole and exclusive property. If the Agreement is terminated by City as provided in this paragraph, DB shall be entitled to receive just and equitable compensation for any satisfactory Work completed to the effective date of such termination. DB hereby expressly waives any and all claims for damages or compensation arising under this Agreement except as set forth herein.
26.4.1 Records and Documents Relating to Termination: Unless otherwise provided in the Agreement or by statute, DB shall maintain all records and documents relating to the terminated portion of this Agreement for three (3) years after final settlement. This includes all books and other evidence bearing on DB's costs and expenses under this Agreement.
DB shall make these records and documents available to City, at DB's office, at all reasonable times, without any direct charge. If approved by the City Manager, photographs, electronic files, microphotographs, or other authentic reproductions may be maintained instead of original records and documents.
26.5 Upon receipt of the Notice of Termination, DB shall take any action that may be necessary, or that the City Manager may direct, for the protection and preservation of the property related to this Agreement that is in the possession of DB and in which City has or may acquire an interest.
26.6 Payment to DB Due to Termination - DB and the City Manager may agree upon the whole or any part of the amount to be paid because of the termination. The amount may include a fee proportional to the percentage of work satisfactorily completed. However, the agreed amount may not exceed the total dollar amount authorized by City as reduced by the amount of payments previously made.
26.7 Failure to Agree on Payment - If DB and City fail to agree on the whole amount to be paid because of the termination of Project, City shall pay DB the fair and reasonable amounts determined in good faith by City as follows, but without duplication of any amounts agreed to above:
26.7.1 The price for completed services accepted;
26.7.2 The costs incurred in the performance of the Project terminated, including initial costs and preparatory expense allocable thereto. These costs are only for Work completed and accepted by the City based on an audit of all Contractors' bills of materials and the timecards for Work actually performed;
26.7.3 DB and Design Subcontractor services through the date of termination shall be paid based on actual time spent as documented on timecards. Expenses shall be paid based on invoice and receipts provided by DB;
26.7.4 Under no circumstances will DB be entitled to any consideration for lost profit or lost opportunity costs;
26.8 If DB does not agree that the amount determined by the City Manager is fair and reasonable and if DB gives notice of such disagreement to City within thirty (30) days of receipt of payment, then the amount due shall be as later determined pursuant to the Dispute Resolution procedures in Section 26.
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26.9 Payment for Property Destroyed, Lost, Stolen or Damaged - Except to the extent that City expressly assumed the risk of loss, the City Manager shall exclude from the amounts payable to DB under this Section, the fair value, as determined by the City Manager, of property that is destroyed, lost, stolen, or damaged so as to become undeliverable to City.
26.10 Deductions -In arriving at the amount due DB under this section, there shall be deducted:
26.10.1 Any claim which City has against DB under this Agreement; and
26.10.2 The agreed price for, or the proceeds of sale of, materials, supplies, or other things acquired by DB or sold under the provisions of this clause and not recovered by or credited to City.
26.11 Termination of Agreement by DB:
26.11.1 DB may terminate the Agreement upon ten (10) days written notice to City, whenever:
26.11.1.1 The Project has been suspended under the provisions of Section 26.1 or 26.2, for more than ninety (90) consecutive days through no fault or negligence of DB, and notice to resume Work or to terminate the Agreement has not been received from City within this time period; or
26.11.1.2 City should fail to pay DB any monies due it in accordance with the terms of this Agreement and within ninety (90) days after presentation to City by DB of a request therefore, unless within said 10-day period City shall have remedied the condition upon which the payment delay was based.
26.11.2 In the event of such termination, DB shall have no claims against City except for those claims specifically enumerated in Section 26.9, herein, and as determined in accordance with the requirements of said Section.
Section 27: Independent Contractor
27.1 DB and any Design Consultant, Contractor, Subcontractor, agent or employee of DB, shall act as an independent contractor and not as an agent, officer or employee of City. Except as expressly provided in this Agreement, City assumes no liability for DB's actions and performance; in particular, but without limitation, City assumes no responsibility for paying any taxes, bonds, payments or other commitments, implied or explicit, by or for DB. DB acknowledges that it is aware that because it is an independent contractor, City is making no deductions from the fees for services being paid to DB and that City is not contributing to any fund on the behalf of DB. DB disclaims the right to any type of additional fee or benefits.
Section 28: Independent Judgment
28.1 Unless otherwise directed in writing by City, DB shall, in providing the professional services required by this Agreement, arrive at conclusions with respect to the rendition of information, advice and recommendations, independent of the control and direction of City, other than normal contract monitoring; DB, however, shall possess no authority with respect to any City decision beyond rendition of such information, advice and recommendations. DB shall not have the authority to act as an agent on behalf of City unless specifically authorized to do so by City in writing.
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Section 29: Maintenance of Records and Accountin
29.1 DB shall maintain, during the Project and for a period of three (3) years after completion of the Project, accurate and organized records of all costs of any type and all services performed under this Agreement. City will have the right at any time, including during the performance of all Phases of the Project to audit and copy all such records.
Section 30: Ownership of Documents
30.1 Drawings, plans and specifications, and all reports, studies, tracings, maps, electronic files, and other documents prepared or obtained by DB in the course of performing the work under this Agreement shall be the property of City, and DB shall convey and transfer all copyrightable interests in such drawings, plans and specifications, documents to City. Basic survey notes, sketches, charts, computations and similar data prepared or obtained by DB under this Agreement shall, upon request, be made available to City. City agrees to use the original plans and drawings for purposes of this construction project only and will not use the original plans or drawings in connection with any other construction project. City agrees to indemnify, defend and hold harmless DB against any claims, losses, costs or damages as a result of City's reuse or misuse of such plans, drawings and specifications. In the event of the return of the plans, drawings, or specifications to DB or its representative, DB shall be responsible for their safe return to City. DB shall be entitled to retain copies of the plans, drawings and specifications for their files.
Under no circumstances shall DB fail to deliver any draft or signed and sealed final plans, drawings or specifications to City upon written demand by City for their delivery, notwithstanding any disputes between DB and City concerning payment, performance of Agreement, or otherwise.
This covenant shall survive the termination of the Agreement.
30.2 Title to Intellectual Property. DB shall represent that it has secured all necessary licenses, consents or approvals to use the components of any intellectual property, including computer software, used in the rendering of services and the production of the materials for the Project and that City has full legal title to and the right to reproduce such materials. DB covenants to defend, indemnify and hold City harmless of any loss, claim or liability in any way related to a claim that City is violating, as a result of any services rendered by the DB, either any contractual provisions or any federal, state or local law, relating to trade names, licenses, franchises, patents or other means of protecting interests in products or inventions.
Section 31: Force Majeure
31.1 Any party to this Agreement may be excused for any delay or failure to perform its duties and obligations under this Agreement, except for obligations to pay money, but only to the extent that such failure or delay is caused by an Event of Force Majeure as set forth in Section 31.2. If an Event of Force Majeure set forth in Section 31.2 causes a delay or failure in performance of only a portion of the obligations of a Party under this Agreement, then only that portion of performance which was delayed or prevented by such cause shall be deemed excused, and the performance of all other obligations of a Party not so delayed shall not be excused by an Event of Force Majeure. Delay or failure in performance of all other obligations of a Party not so delayed shall not be excused by such Event of Force Majeure. Delay or failure in performance by a Party which is the result of an Event of Force Majeure set forth in Section 31.2 shall be deemed excused for a period no longer than the delay or failure in performance caused by such Event.
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fire, lightning, and other natural catastrophes, acts of God or the public enemy, war, terrorist act, riot, insurrection, civil disturbance or disobedience, strike or labor dispute for which DB is not responsible, expropriation or confiscation of facilities, changes of applicable law, or sabotage of facilities, so long as such Party makes good faith and reasonable efforts to remedy the delays or failures in performance caused thereby. However, DB, in developing the GMP and Project Schedule, has incorporated three (3) days for anticipated adverse weather days that may disrupt work on the Project; DB shall be entitled to relief under this Section for adverse weather only to the extent adverse weather days exceed this amount of days.
31.3 A Party shall give written notice to the other Party as soon after becoming aware of the delay or failure in performance caused by an Event of Force Majeure as is reasonably possible, but in any event within five (5) working days after Party becomes aware of such delay or failure.
31.4 No Event of Force Majeure shall be a basis for monetary adjustment to the GMP. Costs incurred by the DB as a result of a Force Majeure Event will be reimbursed according to the terms of this Agreement from the Contingency Fund.
Section 32: Hazardous Materials
32.1 In the event the DB or any other party encounters asbestos or hazardous or toxic materials at the Project Site, or should it become known in any way that such materials may be present at the Project Site or any adjacent areas that may affect the performance of the DB's services, the DB may, at his or her option and without liability for consequential or any other damages, suspend performance of services on the Project until the City retains appropriate specialist consultant(s) or contractor(s) to identify, abate and/or remove the hazardous or toxic materials, and warrant that the Project Site is in full compliance with applicable laws and regulations.
Section 33: Disputes
33.1 All claims, counterclaims, disputes, and other matters in question arising under, or relating to, the Agreement or the breach thereof shall be processed in accordance with the provisions of this Section, unless specifically addressed by another provision of this Agreement.
33.2 DB shall submit its written request for additional compensation for work beyond the scope of this Agreement to City pursuant to Section 9. City shall make a determination on DB's request in writing within 7 days of receipt of request and all supporting data. Said request for approval of work beyond the scope of this Agreement shall be made in good faith and accurately reflect the adjustment in project fee or schedule for which DB believes City is liable, and covers all costs and delays to which DB believes it is entitled as a result of the occurrence of the claimed event. All requests for adjustment in schedule shall include an analysis of the impact of the claimed work on specific activities on the schedule.
33.3 If DB disagrees with City's determination, DB shall file a claim in writing in accordance with the procedures set forth in Chapter 1.28 of the Vista Municipal Code, as same may from time to time be amended, the provisions of which are incorporated by this reference as if fully set forth herein, and such policies and procedures used by the City in the implementation of the same.
33.4 Pending final resolution of any claim, including litigation, DB shall proceed diligently with performance of the Project, and comply with any direction of City. 00105692 1
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Design / Build Services Agreement
Project (CIP No. 8331)
Section 34: Notices
34.1 All notices, demands or other communications hereunder shall be given or made in writing and shall be delivered personally or sent by courier or registered or certified mail, return receipt requested, postage prepaid, addressed to the Party to whom they are directed at the following addresses, or at such other addresses as may be designated by notice from such Party:
To CITY:
Engineering Department
Attn :
200 Civic Center Drive
Vista, CA 92084
XXX
XXX
XXX, CA XXX
Any notice, demand or other communication given or made solely by mail in the manner prescribed in this Section shall be deemed to have been given and to be effective three (3) days after the date of such mailing; provided, however, that any notice, demand or other communication which would otherwise be deemed to have been given on a day which is not a working day shall be deemed to have been given on the next subsequent working day.
Section 35: Miscellaneous Terms
35.1 Representations: Each Party hereto declares and represents that in entering into this Agreement it has relied and is relying solely upon its own judgment, belief and knowledge of the nature, extent, effect and consequence relating thereto. Each Party further declares and represents that this Agreement is being made without reliance upon any statement or representation of any other Party not contained herein, or any representative, agent or attorney of any other Party.
35.2 Severability: If any term or condition of this Agreement is held to any extent to be invalid or unenforceable, all the remaining terms and conditions shall be enforceable to the fullest extent permitted by law.
35.3 Entire Agreement: This Agreement contains the entire agreement, between the Parties and supersedes all prior negotiations, discussions, obligations and rights of the Parties in respect of each other regarding the subject matter of this Agreement. There is no other written or oral understanding between the Parties. No modification, amendment or alteration of this Agreement shall be valid unless it is in writing and signed by the Parties hereto.
35.4 Drafting Ambiguities: The Parties agree that they are aware that they have the right to be advised by counsel with respect to the negotiations, terms and conditions of this Agreement, and that the decision of whether or not to seek the advice of counsel with respect to this Agreement is a decision which is the sole responsibility of each of the Parties hereto. This Agreement shall not be construed in favor of or against either Party by reason of the extent to which each Party participated in the drafting of the Agreement.
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Design / Build Services Agreement
Project (CIP No. 8331)
35.5 Applicable Law: The formation, interpretation and performance of this Agreement shall be governed by the laws of the State of California. Venue for mediation, arbitration and/or actions arising out of this Agreement shall be in the City of Vista, California.
35.6 Waiver: Unless otherwise expressly provided herein, no delay or omission by the Parties hereto in exercising any right or remedy provided for herein shall constitute a waiver of such right or remedy, nor shall it be construed as a bar to or a waiver of any such right or remedy on any future occasion.
35.7 Effect of Headings: Headings appearing in this Agreement are inserted for convenience of reference only, and shall in no way be construed to be interpretations of the provisions hereof.
35.8 Amendments: This Agreement may be modified, amended or supplemented only by the mutual written agreement of the Parties hereto.
35.9 Authorization and Compliance: Each Party represents that it is duly authorized to execute and carry out the provisions of this Agreement.
35.10 Further Assurances: The Parties agree to do such further acts and things and execute and deliver such additional agreements and instruments as the other may reasonably require to consummate, evidence or confirm the agreements contained herein in the manner contemplated hereby.
35.11 Counterparts: This Agreement may be executed by the Parties in one or more counterparts, all of which taken together shall constitute one and the same instrument. The facsimile signatures of the Parties shall be deemed to constitute original signatures, and facsimile copies hereof shall be deemed to constitute duplicate original counterparts.
35.12 Exhibits: All Exhibits are incorporated herein by reference into this Agreement.
35.13 Third Party Beneficiary: Nothing within this Agreement shall create a contractual relationship between the City and any third party.
35.14 Counterparts; Electronic Signatures; Electronic Delivery: This Agreement may be executed in separate counterparts, none of which need contain the signatures of both Parties, and each of which, when so executed, shall be deemed an original and all together shall constitute and be one of the same instrument. The Parties agree that this Agreement, whether executed by electronic signature, digital signature, or constituting a scanned or electronically reproduced copy or image of this Agreement bearing the signatures of the Parties, will be deemed an original and will represent competent evidence of the execution, terms and existence of this Agreement notwithstanding the failure or inability to produce an original executed Agreement or counterpart thereof, and without the requirement that the unavailability of such original executed Agreement or counterpart thereof first be proven. Further, the exchange of this entire executed Agreement (and/or such exhibit(s) or document(s)) that is in photostatic or portable document format (.pdf) form by electronic mail or by another electronic means shall be considered original(s) and shall constitute effective execution and delivery of the original(s).
Section 36: Prevailing Wages; Labor Law Compliance
This contract is subject to the provisions of Division 2, Part 7, Chapter 1 (commencing with Section 1720) of the California Labor Code relating to public works. Design -Builder agrees to execute 00105692 1
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Design / Build Services Agreement
Project (CIP No. 8331)
City's Agreement to Comply with California Labor Law Requirements (Exhibit 5) and to comply with the Labor Code to the extent that work under this Agreement is subject to those requirements. [Continued on page 25.]
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Design / Build Services Agreement
Project (CIP No. 8331)
Section 37: Execution
IN WITNESS WHEREOF; the Parties hereto have executed this Agreement as of the Agreement Date.
"City" "Design Builder"
CITY OF VISTA, a chartered municipal
corporation
BY:
JUDY RITTER, MAYOR
ATTEST:
KATHY VALDEZ, CITY CLERK
BY:
APPROVED AS TO FORM:
DAROLD PIEPER, CITY ATTORNEY
BY:
RISK MANAGEMENT REVIEW:
DOLORES GASCON, RISK MANAGER
BY:
XXX, XXXX
By:
Name/Title
BY:
Name/Title
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Design / Build Services Agreement
Project (CIP No. 8331)
EXHIBIT LIST
1. Design/Build Services Proposal, Preliminary Cost Worksheet, and Project Schedule
2. Insurance and Bonding Requirements
3. Request for Proposal (RFP)
4. Project Site
5. Agreement to Comply With California Labor Law Requirements 00105692 1
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APPENDIX B
Project Vicinity Map
A
�of St
Vista
Fire Station No. 3
1070 Old Taylor St
AN 0 125 250
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Feet
Nutumn Ln
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& ev
7 Larkhill Dr
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A
0000
JAI
10W
7 R
Cu
--h1A, al" 1"41 8, 1141 - ■A
(n
Taylor St
5 4§FW--- - NLEW E Taylor St
7 �00
10,1
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6 n
—L All, Arc adia Av
v Temporary
AIL
s; Fire Station
1250 Arcadia Ave
I ILJ I I IC-ILJAC-,C- 135 of 213
APPENDIX C
Insurance and Bonding
Requirements
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CITY OF VISTA
INSURANCE AND BONDING REQUIREMENTS
Minimum Scope and Limit of Insurance
Commercial General Liability ("CGL"): Insurance Work Office Form CG 00 01 covering CGL on an "occurrence" basis, including products, completed operations, property damage, bodily injury, and 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.
2. Automobile Liability: Insurance Work Office Form Number CA 0001 covering Code 1 (any auto), with limits no less than $2,000,000 per accident for bodily injury and property damage.
3. Workers' Compensation insurance as required by the State of California, with Statutory Limits, and Employers' Liability insurance with a limit of no less than $1,000,000 per accident for bodily injury or disease.
The following special endorsements are also required if checked:
4. ❑ Contractors' Pollution Legal Liability and/or Asbestos Legal Liability and/or Errors and Omissions (if Project involves environmental hazards) with limits no less than $1,000,000 per occurrence or claim, and $2,000,000 policy aggregate.
5. g(Builder's Risk (Course of Construction) insurance utilizing an "All Risk" (Special Perils) coverage form, with limits equal to the completed value of the Project and no coinsurance penalty provisions.
6. [Professional Liability (if Design/Build), with limits no less than $1,000,000 per occurrence or claim, and $2,000,000 policy aggregate.
Surety Bonds
Contractor shall provide the following Surety Bonds if checked:
1. ❑ Bid Bond.
2. a Payment Bond and Performance Bond.
3. ❑ Maintenance Bond.
Special Risks or Circumstances
City reserves the right to modify these requirements, including limits, based on the nature of the risk, prior experience, insurer, coverage, or other circumstances. 00021917 1
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Bond No.
Premium: $
Effective Date:
PAYMENT BOND
(LABOR AND MATERIALS)
LD; GP; DWG
APN
KNOW ALL PERSONS BY THESE PRESENTS that:
The City of Vista ("City") has awarded a contract (the "Contract") to ThePrincipal ("Principal") as follows:
Contract Title,
which Contract, and all Contract Documents set forth therein, are incorporated herein and made a part thereof by this reference.
Principal is required under the terms of the Contract and the California Civil Code to furnish a bond to secure the prompt, full, and faithful payment of any Claimant, as hereinafter defined, for all labor, materials or services used or reasonably required for use in the performance of the work, concurrently with delivery to City of the signed Contract.
NOW, THEREFORE, we, the undersigned Principal, and
(Name, address, and telephone number of Surety)
("Surety") a duly admitted surety insurer under the laws of the State of California, as Surety, are held and firmly bound unto City in the penal sum of Amount Dollars ($xxx), this amount being not less than one hundred percent (100%) of the total contract price, in lawful money of the United States of America, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if the hereby bounded Principal, his, her or its heirs, executors, administrators, successors or assigns, or subcontractors shall fail to pay any of the persons named in Division 4, Part 6, Title 3 of the California Civil Code (§ 9000 et seq.), or any amounts due under the Unemployment Insurance Code with respect to work or labor performed under the Contract, or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department from the wages of employees of Principal and subcontractors pursuant to Section 13020 of the Unemployment Insurance Code, with respect to work or labor performed under the Contract ("Claimants"), Surety will pay for the same in an amount not exceeding the penal sum specified in this bond; otherwise, this obligation shall become null and void.
This bond shall inure to the benefit of any of the persons named in Division 4, Part 6, Title 3 of the California Civil Code (§ 9000 et seq.), so as to give a right of action to such persons or their assigns in any suit brought upon the bond.
In case suit is brought upon this bond to enforce or interpret this bond's terms, Surety further agrees to pay all court costs and reasonable attorneys' fees in an amount fixed by the court. Principal and Surety agree that this Performance Bond shall not be considered a part of the Contract but rather is a separate obligation of Principal and its Surety, and that any attorneys' fee provision contained in this Performance Bond shall not apply to the Contract.
In the event there is any litigation between the parties arising from the breach of the Contract, each party will bear its own attorneys' fees in the litigation.
FURTHER, Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, addition or modification to the terms of the Contract, or of the work to be performed thereunder, or the specifications for the same, shall in any way affect its obligations under this bond, and it does hereby waive notice of any such change, extension of time, alteration, addition, or modification to the terms of the Contract or to the work or to the specifications thereunder. Surety hereby waives the provisions of California Civil Code §§ 2819, 2845, and 2849.
City is an intended beneficiary of this bond and has all rights of a party thereto.
IN WITNESS WHEREOF, this instrument has been duly executed by Principal and Surety, on the date set forth CITY OF VISTA Page 1 of 2 THEPRINCIPAL
00065304 5 [00065304 31 PAYMENT BOND (LABOR & MATERIALS) 10/11 /2022 C6 138 of 213
below, the name of each corporate party being hereto affixed and these presents duly signed by its undersigned representative(s) pursuant to authority of its governing body.
Dated:
"Principal" "'Surety"
THEPRINCIPAL
By:
Signature
Name and Title By:
By:
Signature
Name and Title
(Seal)
Signature
Name and Title
By:
Signature
Name and Title
(Seal)
This bond must be dated, all signatures must be notarized, and evidence of the authority of any person signing as attorney -in -fact must be attached.
CITY OF VISTA
00065304 5 [00065304 31
10/11 /2022
C6
THEPRINCIPAL
PAYMENT BOND (LABOR & MATERIALS)
139of213
Bond No.
Premium: $
Effective Date:
PERFORMANCE BOND
LD; GP; DWG
APN
KNOW ALL PERSONS BY THESE PRESENTS that:
The City of Vista ("City") has awarded a contract (the "Contract") with ThePrincipal ("Principal") as follows:
Contract Title,
which Contract, and all Contract Documents set forth therein, are incorporated herein and made a part thereof by this reference.
Principal is required under the terms of the Contract to furnish a bond guaranteeing the prompt, full, and faithful performance of the Contract concurrently with delivery of the signed Contract to City.
NOW, THEREFORE, we, the undersigned Principal, and
(Name, address, and telephone number of Surety)
("Surety") a duly admitted surety insurer under the laws of the State of California, as Surety, are held and firmly bound unto City in the penal sum of Amount Dollars ($xxx), this amount being not less than one hundred percent (100%) the total contract price, in lawful money of the United States of America, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if the hereby bounded Principal, his, her or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform all the undertakings, terms, covenants, conditions and agreements in the Contract and any alteration thereof made as therein provided, on Principal's part to be kept and performed, all within the time and in the manner therein specified, and in all respects according to their true intent and meaning, and shall indemnify and hold harmless City and its officers, agents, and others as therein provided, from any and all losses, liability and damages, claims, judgments, stop payment notices, costs, and fees of every description, whether imposed by law or equity, which may be incurred by City by reason of the failure or default on the part of Principal in the performance of any or all of the terms or the obligations of the Contract Documents, as they may be amended and supplemented including, but not limited to, Principal's liability for City's damages (including direct and consequential damages incurred by City for: rental expenses; losses of use, income, profit, business, and reputation; increased financing costs; and loss of management or employee productivity or of the services of such persons) caused by Principal's delays, as well as Principal's liability for other delay damages or liquidated damages, and any warranties or guarantees required thereunder; then this obligation shall become null and void; otherwise, it shall be and remain in full force and effect.
When City declares that Principal is in default under the Contract, Surety shall promptly, take one of the following actions:
(a) Remedy the default;
(b) Undertake through its agents or independent contractors reasonably acceptable to City, to complete the Project according to the Contract Documents' terms and conditions then in effect including without limitation, all obligations with respect to warranties, guarantees, and the payment of liquidated damages; or, if required by City; (c) Obtain a bid or bids for completing the Contract in accordance with its terms and conditions using a procurement methodology approved by City, select a contractor or contractors — acceptable to City — to complete all of the Work, and arrange for a contract between the contractor(s) and City, to be secured with performance and payment bonds executed by an admitted surety insurer equivalent to the bonds issued on the Construction Contract, and Surety shall make available, as the Work progresses, sufficient funds to pay the cost of completion less the CITY OF VISTA Page 1 of 3 THEPRINCIPAL
00065305 5 [00065305 31 PERFORMANCE BOND (FAITHFUL PERFORMANCE) 10/11 /2022 C6 140 of 213
balance of the Contract Sum, and to pay and perform all obligations of Principal under the Contract and Contract Documents, including other costs and damages for which Surety is liable under this Bond and all obligations with respect to warranties, guarantees, and the payment of liquidated damages as a result of Contractor's default; (d) Waive its right to perform and complete, arrange for completion, or obtain a new contractor and with reasonable promptness under the circumstances:
(i) After investigation, determine the amount for which it may be liable to City and, as soon as practicable after the amount is determined, make payment to City; or (ii) Deny liability in whole or in part and notify City, citing the reasons for denial.
If Surety does not proceed as provided above with reasonable promptness, Surety shall be deemed to be in default on this Bond seven days after receipt of an additional written notice from City to Surety demanding that Surety perform its obligations under this Bond, and City shall be entitled to enforce any remedy available to City. If Surety admits liability and tenders payment, and City refuses the payment, or Surety has denied liability, in whole or in part, without further notice City shall be entitled to enforce any remedy available to City.
In case suit is brought upon this bond, Surety further agrees to pay all court costs and reasonable attorneys' fees in an amount fixed by the court. Principal and Surety agree that this Performance Bond shall not be considered a part of the Contract but rather is a separate obligation of Principal and its Surety, and that any attorneys' fee provision contained in this Performance Bond shall not apply to the Contract. In the event there is any litigation between the parties arising from the breach of the Contract, each party will bear its own attorneys' fees in the litigation.
FURTHER, Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, addition or modification to the terms of the Contract, or of the work to be performed thereunder, or the specifications for the same, shall in any way affect its obligations under this bond, and it does hereby waive notice of any such change, extension of time, alteration, addition, or modification to the terms of the Contract or to the work or to the specifications thereunder. Surety hereby waives the provisions of California Civil Code §§ 2819, 2845, and 2849.
City is an intended beneficiary of this bond and has all rights of a party thereto. [Text and signatures continued on page 3.]
CITY OF VISTA Page 2 of 3 THEPRINCIPAL
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IN WITNESS WHEREOF, two (2) identical counterparts of this instrument, each of which shall for all purposes be deemed an original hereof, have been duly executed by Principal and Surety, on the date set forth below, the name of each corporate party being hereto affixed and these presents duly signed by its undersigned representative(s) pursuant to authority of its governing body.
Dated:
"Principal"
THEPRINCIPAL
By:
Signature
Name and Title
By:
Signature
Name and Title
(Seal)
"'Surety"
By:
Signature
Name and Title
By:
Signature
Name and Title
(Seal)
This bond must be dated, all signatures must be notarized, and evidence of the authority of any person signing as attorney -in -fact must be attached.
CITY OF VISTA Page 3 of 3 THEPRINCIPAL
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APPENDIX D
Preliminary Cost Worksheet
Pre -Construction Services
Subtotals
Totals
Design Team (Architect and Subconsultants)
Schematic Design
Design Development
Construction Documents
Note: Do not include design team construction adminstration services in the pre -construction budget
Geotechnical Services Needed for Pre -Construction
Design Builder (DB)
DB Cost for Pre -Construction Services
Proposed DB Pre -Construction Contingency
Proposed DB Fee for all Pre -Construction Services
Subtotal
Total Pre -Construction Services Budget
Construction Services
General Conditions/General Requirements (provide monthly breakdown on separate sheet, identify staffing levels and hours) Proposed DB Construction Contingency (percentage)
Preposed DB Fee for Construction Services (percentage)
Proposed DB Fee for Change Orders (percentage)
Bonds and Insurance (percentages)
Payment/Performance Bonds (_%)
Liability Insurance (_%)
Builder's Risk (_%)
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Rooms
Apparatus Room (3-Bay Drive-thru)
Electrical Room
Medical Storage
Dirty Restroom
Extractor/Dryer Room/Crew Laundry
Compressor Room
Decon Room
Captain's Office (1 desk)
Crew Office (3 work stations)
Telcom/Server Room
Fire Riser Room
Crew Dormitory
Crew Bathrooms
Exercise Room
Kitchen
Dining Room (table to seat 10-12)
Day Room (7 recliners)
Janitorial Room (each floor)
Public Restroom
Public Lobby
Locker Room to accommodate 21 personnel
Plus circulation and wall structure
Other Features:
Hose Storage
Charging Station
Workshop with workbench and tool chest
Elevator, stairways and slide poles/slides
APPENDIX E BUILDING PROGRAM
CITY TOTAL
notes
1 3240 54' wide x 60' deep
1 80
1 64
1 60
1 140
1 48
1 38
1 140
1 190
1 63
1 25
7 770
3 240
1 390 with sectional door to outside extension of exercise area 1 210
1 220 with door to outside patio
1 380
2 184
1 64
1 100
1 200
6846 Sum of square footage allocated above
Notes:
Square footages are approximate
Goal to stay under 10,000 square feet total
Existing site is .63 acre (27,442 square feet)
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APPENDIX F
Basis of Design
This document provides information on the required design for Fire Station No. 3. It is not intended to limit the creativity of the DBTs responding to the RFP, but rather, to provide information on functional requirements as well as design solutions that work well for the operations of the Fire Department.
The design must meet the structural standards for Essential Services Buildings as specified in the 2019 California Administrative Code. Further, the design and materials will be durable, functional and compatible with the character of the surrounding community. The design of the living space shall incorporate colors and materials to provide a residential, rather than an institutional, aesthetic.
Furniture, fixtures and equipment shall be purchased and installed by the design builder. An elevator is required.
Systems and Amenities
The fire station shall include the following systems and amenities to be provided by the design builder, unless otherwise specified:
- Alerting system (ComTech) including network communications and all available additional capabilities
- Paging system that is also capable of playing music via Bluetooth inside the station only - Fire alarm system
- Fire sprinkler system
- Wi Fi throughout the fire station
- Internet cabling throughout the fire station (cabling, rack, cable tray and installation by the design -builder)
- Telephone system throughout the fire station
- CATV connections at the dayroom, dining room, dorm rooms, gym, training room Captain's office and Crew Office
- LED lighting (dimmable and warm toned)
- Heating and cooling systems with the capability to control the temperature in individual rooms, which minimize energy demand
- Window coverings for every opening, blackout shades preferred for areas that may be negatively impacted by light, such as dayroom, sleeping areas, and dining room. - Operable windows
- Easy to maintain floor coverings that are durable and minimize noise transmission - Electronic lock system compatible with other City facilities (select exterior doors providing access to the interior of the building shall include a double entry door design) - Plumbing for ice machine near apparatus bay, but located within living space 1 10/11 /2022 C6 145 of 213
Detailed Description of Areas and Related Improvements
Living Area
The organization of the interior spaces should facilitate the most efficient response time of fire personnel to emergency calls. Spaces shall be designed to allow for fast and easy flow of fire personnel from any point in the living quarters directly to the apparatus for response. Special consideration shall also be given to isolating dorm rooms from spaces that may include noisier functions such as the dayroom, kitchen and gym areas. Doors should be equipped with soft closing mechanisms to minimize noise.
Dayroom
- Casework for audio visual equipment and open wall space for large wall -mounted television - Ability to close off room to minimize noise from adjacent rooms - Ability for station alerting to mute noise from TV and AV systems when activated - Wiring for sound and stereo/AV systems with necessary equipment and connections for training
Large monitor or TV for training (can also be used for entertainment purposes) Cabling for CATV
Designed to accommodate seven recliners
Kitchen/Dining Room (open configuration)
- Strongly prefer 36" counter height, if Building Official will allow - Durable and functional cabinets
- Cabinets shall include three large pantry areas in addition to storage for pots, pans, small appliances, dishes, utensils and silverware
- Hardware on drawers and cabinet doors to prevent slamming (soft close) - Solid surface countertops
- Locate main kitchen sink by window if possible
- Kitchen sink to be large single basin (farmhouse style) with garbage disposal - Water connection for coffee station at countertop location - Water connection for pot filling at range location
- Island with sink, electrical outlets and garbage disposal - Appliances to be accommodated in kitchen design: range and hood, including 6 gas burners and a griddle, with an oven; four refrigerators with ice and water at the door; dishwasher; and, microwave.
Dorm Rooms (7)
- Three casework lockers per room, including self -closing hardware with soft close mechanism - One built-in desk per room
- Design space for extra -long twin bed with castor type wheels - Headboard attached to wall
- One night stand
- Ceiling fan
- TV wall mount brackets with appropriate wall support
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- Reading lights with dimmer above bed
Electrical outlets and USB ports inside lockers, night stand and below desk - Light switch for overhead lights at door and the nightstand - Self -closing doors with locking lever hardware
Extra insulation between dorm rooms and also between dorm rooms and hallways - Do not locate beds in adjacent dorm rooms on the same wall Bathrooms in Living Area (3)
- Four toiletry cubbies in bathrooms with 12" x 12" x 12" dimensions - Solid surface countertops and shower stall
- Floor drain
- Shower shelf for shampoo and soap
- Design showers to retain water within the enclosure
- Include urinals in bathroom design
Exercise Room
- Ceilings as high as possible (open or exposed design) - Ceiling fans
- One wall with floor to ceiling mirrors
- One wall that opens to the outside with a large garage type or other door(s) to create indoor/outdoor connectivity
- High quality rubber mat flooring
- Structural accommodations to mount fitness equipment to the ceiling and walls in specified locations
- Prefer rectangular shape for this room
- Separate climate control isolated from the rest of the building that automatically shuts off when windows or doors are open
- Explore the feasibility of operating the Exercise Room HVAC system on a timer so that it shuts off automatically when not in use.
- Provide multiple locations for wall mounted TVs with power outlets and cable connections, also provide locations for ceiling -mounted speakers both inside and in the outdoor workout area with Bluetooth connectivity
- See Outdoor Features for outdoor workout area
Captain's Office
- Sufficient space for a desk and a guest seating area
- Include upper and lower storage cabinets and lower filing cabinets with at least three locking drawers
- Outlets and USB ports to accommodate intended use
(-ralA/ nfff iro
- Designed to accommodate three workstations
- Include upper and lower storage cabinets
- Outlets and USB ports to accommodate all of the workstations 3 10/11 /2022 C6 147 of 213
Janitor's Closet/Utility Room (may be combined with Extractor/Dryer Room) - Floor mop sink, do not include floor drains in areas with mop sinks - Utility sink
- Include upper and lower storage cabinets for station supplies Telcom Room
- Separate air conditioning system
- Cabling
- Racking
- Cable tray(s)
- Telephone system components
- Fire alarm components (fire alarm panel to be located outside Telcom Room) - Alerting system components
Apparatus Bay and Adjacent Spaces
The apparatus bay design shall be a three bay wide, two bay deep, drive through facility with high quality, high speed doors (electronically and manually operated) on both the front and rear with a polished high density concrete floor. The apparatus bay shall be effectively drained to avoid pooling of fluids. The apparatus bay shall incorporate anchor bolts and areas for ladder training. An effective method for circulating air within the apparatus bay shall also be included, such as high windows or exhaust fans.
"Alcoves" for the following uses shall be provided off of the apparatus bay floor:
Workshop alcove, including a work bench and casework for tool storage Casework and countertop area for radio and computer charging stations (with outlets and USB ports)
Hose storage alcove, with racking for hose storage
An effective vehicle exhaust system similar to the vehicle exhaust systems in the other Vista fire Stations (Plymovent or approved equal). Further, a compressed air distribution system is required. Both the compressed air and electrical systems shall each provide 6 ceiling mounted reel type drops within the apparatus bay. Three 240V 3 phase electrical outlets shall be provided on the apparatus bay floor.
The following rooms shall be located adjacent or near the apparatus bay:
- Compressor room, this space accessible shall be from the outside in an enclosed well ventilated space to minimize compressor noise in the apparatus bay - Turnout extractor and dryer room, casework with deeper lower cabinets and more shallow upper cabinets with a durable surface on the lower cabinets for use as a laundry folding area. This area shall also include a mop sink and storage for janitorial supplies and hook ups for a residential washer and dryer.
- Decontamination area that is accessible from the rear of the station near the apparatus bay opening, with an eye wash station and decontamination shower - "Dirty" restroom, including sink, toilet and urinal
- Well ventilated locker Room to accommodate 21 personnel, with GearGrid lockers or similar product
4 10/11 /2022 C6 148 of 213
Public Area
Public Lobby
- Provides direct access to public restroom and access to two doors with electronic locking systems which provide access to the Training/Community Room and to the office area Public Restroom
- Public restroom shall be provided to service the Training/Community Room Solid surface countertops
Floor drains
Urinal
Areas Accessible from Exterior
Electrical Room
- In a location acceptable to SDG&E, either this room or an interior electrical room shall include an automatic transfer switch that seamlessly transitions from SDG&E power to generator power
Signage and Display Cases
The following signage shall be provided:
- Externally illuminated monument sign, approximately 4.5' x 7' precast concrete with lettering
- Externally illuminated building sign
- Bronze dedication plaque, approximately 18" x 24"
- Safe surrender signage, approximately 4 sq. ft.
- Fire Danger today sign
Outdoor Areas (On Approximately .63 Acre Site)
- Landscaping to meet City requirements and be water efficient and low maintenance, with automated sprinkler system
- An outdoor patio area with shade structure, including an electrical outlet and plumbed for a natural gas barbeque with an automatic shut off (for emergency responses) - Outdoor workout area a minimum of 30' x 60' of artificial turf, with a shade structure providing at least partial shade, that adjoins the indoor gym area through a large opening - Dimmable LED lighting in parking areas with automatic shutoff - Light poles in parking areas shall include 120v 30A outlets on the poles - Lighting system should have "simple controls", with an easy ability to turn lights off as desired
- Security fencing to enclose the secured rear area of the station, design as dictated by City requirements
- Automated gate(s) to provide access to the secured rear area of the station - Fourteen secured parking spaces
- Diverter valve in rear of building to provide an area for washing vehicles 5 10/11 /2022 C6 149 of 213
- Public and accessible parking spaces outside secured area as space allows Ground -mounted flag pole at the front of the building with lighting to provide illumination during night time hours designed to avoid lighting interior spaces. If flag placement is fixed, provide a mechanism for a half-mast location.
911 telephone
- Covered trash enclosure to match design of building
Site Planning Requirements
- Emergency power generator, capable of carrying the full load of the fire station and site circuits
- All stormwater documents and facilities required by the City and State for design and construction
- Solar energy system to minimize the use of electric power from the grid also explore the need for solar carports to support the required solar panels - Energy efficient HVAC system with the ability to turn off the system in rooms that are not in use and that will shut off automatically when windows or doors are left open - Locate fire hydrant at the rear of the site
- Design concrete with panel dimensions similar to a commercial roof for training purposes Desirable Features
- Accommodations shall be analyzed and potentially included for charging of an electric fire engine.
- Strategically located slide pole(s), slides and stairways to facilitate expedited response times - Explore water filtration system for domestic water
- Explore deionization system for rinsing off equipment without spotting - Provide locations on the side(s)/rear of the building for ladder training - If an exterior stairwell is part of the project design, explore making it heavy duty enough to incorporate training opportunities into the design, including providing a window with reinforced area above and extending the exterior stairwell to the roof (this may require reinforcement of the roof near the stairwell access)
- Incorporate an area to include lines for a pickleball court 11 10/11 /2022 C6 150 of 213
APPENDIX G
Images of Fire Department Design
Solutions
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1. THIS PROJECT SHALL COMPLY WITH TITLE 24 AND ISS4 UBC, UMC AND SHEET FINISH COLOR N A WALL TYPE BUILDING ADDRESS: 1010 TAYLOR STREET. VISTA, CA UPC AND ISS3 NEC. NO. SHEET TITLE SEE COLD LEGEND SEE SHEET A7.0 2 GRADING PERMIT NOT REQUIRED. TL0 TITLE SHEET DrNJ M V SHEET A6.0 ,ASSESSOR'S 3. NO HAZARDOUS MATERIALS WILL BE STORED AND/OR USED WITHIN Dr d J' PARCEL NUMBER: 111-231-08 THE BUILDING WHICH EXCEED THE QUANTITIES LISTED IN UBC TABLES A1.0 SITE PLAN Approve LEGAL DESCRIPTION: PORTION LOT 8% BILK 3, VISTA 3-D AND 3-E A1.1 SITE DETAILS Issued Reason ACRES -MAP *118Z 4• ALL EXITS ARE TO BE OPENABLE FROM INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE. Ago PROPOSED FLOOR PLAN + PLAN 10/10/S6 13LDG.
OWNER: VISTA FIRE DEPARTMENT 5. ALL WEATHER -EXPOSED SURFACES SHALL HAVE A WEATHER -RESISTIVE A22 REFLECTED CEILNG PLAN AND {AA2) ROOF PLAN DEPT.
NUMBER INDICATES WALL ADDRESS: 115 NORTH MELROSE DRIVE BARRIER TO PROTECT THE INTERIOR WALL COVERING AND THAT SECTION OR DETAIL VISTA, CALIFORNIA 92083 EXTERIOR OPENINGS SHALL BE FLASHED IN SUCH A MANNER AS TO A2.3 BASE BID - ROOF PLAN AND DETAILS 02/28/131 B1D A MAKE THEM WEATHERPROOF. SECTION 1402 uBc A3.0 BUL.DNG EXTERIOR ELEVATIONS SET SHEET NUMBER WHERE � Cs4VERNiNG AGENCY: VISTA BUILDING DEPARTMENT b. SUSPENDED CEILINGS SHALL COMPLY WITH UBC TABLES 25-A AND AM ) - BUILDING EXTERIOR ELEVATIONS SECTION IS DRAWN GOVERNING CODES: UBC Mc34, Ib-m• A4.0 BUILDING SECTION "1. ALL WATER CLOSETS AND ASSOCIATED FLUSHMETER VALVES, SHEET NUMBER WHERE � USE DESCRIPTION: FIRE STATION IF ANY, SHALL USE NO MORE THAN I.b GALLONS PER FLUSH AND A5.0 NTERIOR ELEVATIONS SECTION IS TAKEN SHALL MEET PERFORMANCE STANDARDS ESTABLISHED A5.1 N�iiERIOR ELEVATIONS Al NUMBED INDICATES ZONING: C -1 A6.0 ROOM , COLOR LEGEND, MAILEFUL LEGEND m .� Al A3 BY THE AMERICAN NATIONAL STANDARDS INSTITUTE STANDARD C m INTERIOR ELEVATION OCCUPANCY: B A112.ISI, H 4 S CODE, SECTION 1-I9213(b) A6.1 DOOR SCHEDULE, WINDOW SCHEDULE � T � 3 OCC. LOAD: t A7.0 DETAILS AND WALL TYPES
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Al A3 ELEVATION EXISTING BUILDING AREA: 3240 Sa FT. ADDITIVE ALTERNATE 1 (ONE): INSTALL NEW DRIVEWAY_ SEE SHEET AID A75 CARNET DETAILS U W PROPOSED ADDITION BUILDING AREA: 115 S 50. FT. AA A8.0 PHOTOS LUU F o ADDITIVE ALTERNATE 2 (TWA): INSTALL METAL ROOF FOR ENTIRE A8.1 PHOTOS �; 0 TOTAL BUILDING AREA: 4c3W SQ. FT. BUILDING. SEE SHEET A2.2 ROOF PLAIN, ED A9.0 TITLE 24 FORMS AND MANDATORY MEASURES z �n
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SYMBOL
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NOTE: ALL MATERIAL/PRODUCTS SHALL BE NEW UNLESS OTHERWISE 28A EXISTING IRRIGATION CONTROLS. REMOVE AND SURRENDER
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EXISTING: PLANTS. REMOVE
25R CONCRETE RAMP. SEE DETAIL DI/AIJ
25W CONCRETE MASONRY SITE WALL. ADDITIVE ALTERNATE 1_
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OF PROPOSED BUILDING ADDITION
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SEE STRUCTURAL DRAWINGS FOR CONCRETE PAD.
,
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l
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TO TUBE FRAM!
0 Z
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VAN ACCESSIBLE HANDICAP PARKING
SCALE: 1/4' 1'-0'
31_01
A
INTERNATIONAL SYMBOL OF AGGESSISIL7Y
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KEYNOTES
NOTE: INTERIOR FACE OF 42A NOTE: ALL MATERIAL/PRODUCTS SMALL BE NEW UNLESS TO BE PRECISION 55F I/2" X 12" oTNERWISE NOTED.
(E) - INDICATEDS EXISTING
42F CAP
HI
..
L ti
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.
GRAY -SPLIT FACE I ' I \ � \�■
aRAY-PRECISION
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44 ,qq 25G FIBEREOUS EXPANSION MATERIAL -
CsiRA1'-SPLIT FACE 251,,,1 03 REBAR AT 24" O.C. EA. WAY. 30 REBAR AT 28G 3" FROM EDGE.
55F I/2 x IS IN
3/4" PIPE IN SLAB 258 TOOLED CONTROL JOINT AT 5'-0' O.G. 25T EXPANSION JOINT AT 10'-0' O.G.
28E HEAVY DUTY GATE HINGES
28F
GALV. METAL GATE DOORS
28G
STEEL BRACKETS AT BOTTOM OF GATE.
TRASH ENCLOSURE ELEVATION
A4
33A
CONCRETE SLAB
SCALE: 1/4' = I' -0'
Al
A .
33D
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S' CONCRETE MASONRY UNIT. SEE MATERIAL
LEGEND
.
• EMERGENCY
GENERATOR
NEW CONC. SWALE
C4
!
ENCLO "FA1.0
AI.1
42C
MASONRY GROUT
42A - GROUT SOLID
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MTL. ROOF DECK D GRAVEL SASE DETAILS
1-4' 1 4' FM-2 TYPE ASMF'D BY BOLLJf'^! COMPACTEDSheet 3
CON'T MONT ON
330 - 8 X 8 510 STEEL TUBE COLUMN
51E 2X2 STEEL TUBE PER STRUCTURAL.
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SEE DETAIL D5/AL1 55A STEEL ANGLE
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10/10/9ro BLDG.
DEPT.
02/28/ l BID
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165of213
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LEGEND ' L�o�lCz 1zM Tp� t,ETt STC 154D EXISTING SINK WITH GARBAGE DISPOSAL. REi'10VE. ' ..:::...154E EXISTING UTILITY SINK. REMOVE. C �-
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aD EXISTING EXTERIOR SURFACE MOUNTED LIGHT FIXTURE. REMOVE. 154M EXISTING DRYER. REMOVE AND RELOCATE. Dra MOV 1545 EXISTING SHOWER REMOVE. Check
154W EXIST HOT WATER HEATER REMOVE Approved
154V EXIST SOLAR WATER TANK REMOVE. Issued Reason
155F EXIST WALL MOUNTED AIR CONDITIONER REMOVE. IOnO�b DEPT.
BLT.
155G EXISTING MECHANICAL UNIT. REMOVE ALONG WITH ASSOCIATED DUCTWORK AND GRILLS. 02/28/9l BID
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FIRE DEPARTMENT APPROII REFLECTED
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WALL LEGEND
NOTE.- SEE WALL TYPES DETAIL D4/A10
NEW WOOD STUi WALL
EXIST WOOD STUD WALL
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NEW INFILL WOOD STUDS
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TSYMBOL DESCRIPTION
`f GYPSUM WALL50ARD FURRED CEILING �4
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L �4A PREFORME'� STEEL STANDING SEAM ROOFING■
Sk
{F
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k F; 14V DOWNSPOUT ,
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b b LUMINOUS CEILING WITH OPEN LAMP LADDER PER ELEC. DUJGS 0 FLOURESCENT RECESSED LIGHT FIXTURE PER ELECTR. DUGS. awn 0 Ch eked
INCANDESCENT DOWN LIGHT PER ELECTRICAL DRAWINGS. APP ved 2:. INDUSTRIAL HANGING LIGHT FIXTURE Issued Reason
FfROE�25EE2 CLEEESTORY FLAN,42 PR XECT TRIG 10I10/9b SLOG.
FLOURESCENT INDIRECT RECESSED LIGHT FIXTURE DEPT.
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Sheet 6A
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W z PLYWOOD Project No.56004
Title
} 2 X 12 CUT AS BASE 510
NECESSARY TO ROOF PLAN
- - SLOPE OF AND DETAILS
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- 12C Sheet 6B
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r
SCALE: 1/8' a 1'-0`
10/11 /2022
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EIFS WALL DETAIL a ROOFING
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3 .S`AL.E: 3' = V- 0'
A 3 L42 Sheets
169of213
0. 1
-14A ❑ KE"I10TE5
102A 3
+{{ 165A 2 51D STEEL TUBE COLUMN
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- " "14A PREFORMED STEEL STANDING SEAM ROOF
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.: Z3A 102A 0 162A C 71MLNICATIONS ANTENNA MAST.
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10/10/96
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J02/28/91 BID
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T �- D12H EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) � elA 155E 0 "14A 83D 12J 165A 85.4 1A 155E Q ��4A
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MATERIAL LEGEND
ABBR.
DESCRIPTION
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LAY -IN ACOUSTICAL TILE AND GRID
CT
CERAMIC TILE
CM
CONCRETE MASONRY UNIT
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CERTIFICATE OF COMPLIANCE - Envelope (part 1 of 2) ENV-1 --
Project Name: VISTA FIRE STATION # 3 jDate:10/7/1996
Address: 1070 TAYLOR STREET j
VISTA, CA -Building Permit No
Envelope I
Designer: NICOLOFF & ASSOrIATESs Inc. -Checked by / Date j
Documentation: COTTREL DEIRANIEH ASSOCIATES CCOMPLY 24 User 4652 ---------------------------------------------------------------------------
GENERAL INFORMATION
Date of Plans: Building Conditioned Floor Area: 3065 sf.
Building Type: Nonresidential Climate Zone: 7
Phase of Construction: O New Construction 0 Addition 0 Alteration Method of Envelope Compliance: Prescriptive - Overall Envelope
STATEMENT OF COMPLIANCE
This Certificate of Compliance lists the Building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the Calif- ornia Code of Regulations. This certificate applies only to building envelope requirements.
The documentation preparer hereby certifies that the documentation is accurate and complete.
DOCUMENTATION AUTHOR /
DAVID B. DEIRANIEH, PE /d = 1i`
(619) 556-2373 (Signature) (Date)
The Principal Envelope Designer hereby certifies that the proposed build- ing design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application.
The proposed building has been designed to meet the envelope requirements contained in sections 110, 116 through 118, and 140, 142, 143 or 149 of Title 24, Part 6, Chapter 1.
Please check one:
• I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a civil engineer or architect.
O I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing docu- ments for work that I have contracted to perform.
0 I affirm that I am eligible under the exemption to Division 3 op the Business and Professions Code by Section of
Code to sign this document as ftl2e peri s' r " p for itspreparation; and for the following reason PRINCIPAL ENVELOPE DESIGNER .,,
NICOLOFF & ASSOCIATESs Inc.
.(619) 523-3684 E/ ature) ,tLic. #} "(Dat
OVERALL ENVELOPE METHOD
(part 2
of 4)
ENV-2
Project Name: VISTA FIRE
STATION
# 3
---_-____---
JDate:10/7/1996
- - -
Documentation: COTTREL DEIRANIEH
---------------------------------------------------------
ASSOCIATES
--
j
COMPLY 24User 4652
OVERALL HEAT LOSS
PROPOSED
Adj.
STANDARD
Assembly Name
U_Val
U-Val
UxA
El -WALL
-Area-
274.0
-HC-
1.7 0.051
-UxA--
14.1 -Area
-
274.0
0.092
---
25.2 El -WALL
245.0
1.7 0.051
12.6 245.0
0.092
22.5 t
El -WALL
103.0
1.7 0.051
5.3 103.0
0.092
9.5 A -WALL
48.0 11.7
0.094
4.5 48.0
0.430
20.6 F-WALL
32.0 1.2
0.053
1.7 32.0
0.092
2.9 A -WALL
60.0 11.7
0.094
5.7 60.0
0.430
25.8 F-WALL
32.0 1.2
0.053
1.7 32.0
0.092
2.9 EXPOSED ROOF W/ DROP
1500.0
3.8 0.033
49.5 1500.0
0.078
117.0
Double Clear Default(N)
54.0 N/A
0.570
30.8 54.0
1.230
66.4 Double Clear Default(N)
18.0 N/A
0.570
10.3 18.0
1.230
22.1 GRAYLIGHT
10.0 N/A
1.1.30 11.3
10.0 1.230
12.3 GRAYLIGHT
10.0 N/A
1.130
11,3
10.0 1.230
12.3 Double Clear Default(N)
36.0 N/A
0.570
20.5 36.0
1.230
44.3 El -WALL
184.0
1.7 0.051
9.5 184.0
0.092
16.9 El -WALL
277.0
1.7 0.051
14.2 277.0
0.092
25.5 El -WALL
31.0 1.7
0.051
1.6 31.0
0.092
2.9 EXPOSED ROOF W/ DROP
1225.0
3.8 0.033
40.4 1225.0
0.078
95.6 Double Clear Default(N)
27.0 N/A
0.570
15.4 27.0
1,230
33.2 GRAYLIGHT
10.0 N/A
1.130
11.3 10.0
1.230
12.3 Double Clear Default(N)
27.0 N/A
0.570
15.4 27.0
1.230
33.2 GRAYLIGHT
10.0 N/A
1.130
11.3 10.0
1.230
12.3 A -WALL
85.0 11.7
0.094
8.0 85.0
0.430
36.6 A -WALL
300.0
11.7 0.094
28.3 300.0
0.430
129.0
A -WALL
225.0
11.7'
0.094
21.2 225.0
0.430
96.8 A -WALL
65.0 11.7
0.094
6.1 65.0
0.430
28.0 EXPOSED ROOF
340.0
4.2 0.035
11.9 340.0
0.078
26.5 GRAYLIGHT
15.0 N/A
1.130
16.9 15.0
1.230
18.5 GRAYLIGHT
15.0 N/A
1.130
16.9 15.0
1.230
18.5 GRAYLIGHT
15.0 N/A
1.130
16.9 15.0
1.230
18.5 GRAYLIGHT
15.0 N/A
1.130
16.9 15.0
1.230
18.5 Total
441.7
Total 1006.4
* OVERALL HEAT LOSS COMPLIES
PROPOSED
UA = 55 ft
Standard -- 5%----------+---------- Standard = 10%
V
A. Gross Exterior Roof Area 3065.0 sf X 0.05 = 153.3 sf Standard Area B. Enter Proposed Skylight Area 0.0 sf Proposed Area
If the Proposed Skylight Area is greater than the Standard Skylight Area, proceed to the next calculation for the skylight area adjustment. If not got to part 2 of 4.
1. If Proposed Skylight Area > Standard Skylight Area:
Skylight
Standard Skylight Area Proposed Skylight Area Adjustment Factor -
N/A / N/A - N/A
OVERALL-ENVELOPE-METHOD-(part-4-of-4)-
------------------ENV_-------------_-
Project Name: VISTA FIRE STATION # 3 (Date: 10/7/1996
Documentation: COTTREL DEIRANIEH ASSOCIATES 1
1COMPLY 24 User 4652
Window Area Adjustment Calculations
Adjusted
Gross
Door
Window
Adjust
Window
Wall
Wall Name
Dir
Area
Area
Area
Factor
Area
Area
SW -SLEEPING
QTRS
S
328.0
54.0 1.0000
54.0 274.0
SE -SLEEPING
QTS
E
284,0
11.0 28.0
1.0000
28.0 245.0
NW -SLEEPING
QTRS
W
124.0
11,0
10.0 1.0000
10.0 103.0
NW SLEEPING
QTRS
W
84.0 36.0
1.0000
36.0 48.0
NW -SLEEPING
QTRS
W
32.0 0.0
1.0000
0.0 32.0
SW -SLEEPING
QTRS
S
60.0 0.0
1.0000
0.0 60.0
SW -SLEEPING
QTRS
S
32.0 0.0
1.0000
0.0 32,0
SE -DAY QTRS
E
232.0
11.0 37.0
1.0000
37.0 184.0
FE-DAY QTRS
N
304.0
27.0 1.0000
27.0 277.0
SW -WALL DAY
QTRS
S
52.0 11.0
10.0 1.0000
10.0 31.0
SE -GYM
E
100.0
15.0 1.0000
15.0 85.0
NE -GYM
N
315.0
15.0 1.0000
15.0 300.0
NW -WALL
W
240.0
15.0 1.0000
15.0 225.0
SW WALL
S
80.0 15.0
1.0000
15.0 65.0
TOTALS
2267.0
44.0 262.0
262.0
1961.0
Skylight Area Adjustment Calculations
Adjusted
Gross
Skylt
Adjust
Skylt Roof
RoofNameDir
Area
Factor
Area
R-30 Roof
H
1500.0
-Area-
0.0 0.0000
-Area
- --
0.0 1500.0
R-30 Roof
H
1225.0
0.0 0.0000
0.0 1225.0
R30
H
340.0
0.0 0.0000
0.0 340.0
TOTALS
3065.0
0.0 0.0 3065.0
a
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FIRE DEPARTMENT APPROVAL
REQUIREED FOR SPRINKLER
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Nonresidential Energy Standards
Comprancs Mde 24, Part 6, Ch. 1)
Envelope Mandatory Measures
• InstaDed lamb ing Material shall have been
certified by the mamrfachwer to comply with the
California Quality Standards for msulating
Material.
• AD Insubting Materials shall be installed in
comptianee with the flame spread rating and
smoke density requirements of Sections §1712
and 11713 of the UBC.
• AD Exterior Joints and openings in the
building envelope that are observable sources of
air leakage shall be cattlked, gasketed, weather-
stripped cn otherwise sealed.
• Site Cousti cted Doors, Windows and
Skylights shall be caulked between the unit and
the building, and shall be weather-stripped
(except for unframed glass doors and fire doors).
• Manufactured Doors and Windows installed
ahall have air infiltration rat" certified by the
narmfscturer per 1116(&)1. Manufactured
fenestration products must be labeled for U-value
according to NFRC procedures.
• Demising Wall Insulation shall be *.,rs'alled in
all opaque portions of framed walls (except
doors).
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Title
TITLE 24 FORMS
AND MANDATORY
MEASURES
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EPDXY ANCHORS
" - AFTER SET --CLEAN
- 1. ADHESIWIE ANCHORS SHALL CONSIST OF `ALL THIREAD" OR D FORMEO REAR NOTE TO REMOVE LAi-
` ,.'. ___ d TANCE &SCUM w �h+ NUT, WASHER AND ADHESIVE. 11j p D. D = sd �R 3 THRU ` $ �,L • 0-
,N O 8d FOR #9 THRU 1 ❑ dt #'f 1 Oti"4 0 2. THREADED ANCHOR RODS TO BE MANUFACTURED FROM:
D = ,10d FOR #14 & #18 CURB OR STARTER SAE 1018 MEETING THE MECHANICAL REQUIREMENTS OF ASTra A307, GRADE A APPLICATION iM tl i :r. r \ V m ..
k `
a 3.' REBAR TO 1E GRADE 2 THRU 7 OR 07HER APPROVED MATERIAL. REBAR SHALL DEFORMED F, 9d° $END WALL 3
2 PLANKING TYP. � AND CAN BE COATED OR UNCOATED.
` , - . • a
j ,; a
'`� _ 4. THE ADHESIVE SHOULD BE A TWO OOMPOWNT, HIGH STRENGTH, LOW DEFLECTION CERAMIC , , '.' . ,::. FILLTD EPDXY A5 SUPPLIED BY ITWM R A 11 Ilil, AMSET/RED HEAD IDENTFIED AS EPOON CERAMIC 6 t _ `W \/T � \/ • (00 /4285� COVERT EPDXY (0O #046) OR EQUAL. ' ,I. CUT BACK`'.} ,, SPILL STAKES NOT ADHESIVE ANCHORS ARE TO IIfSTAL1E0 Mf F10LE5 DRILLEp MgT11 CRR$IDE BITS �y�. ,/-�... !� .j 1 :FOFZMWORK NOT P['RMI•[^ COFIFORMNG TO ANSI $94.12--1977. LARGER HOLES MAY BE DRIiED MRTH A . �; T4 V L`� 1 M4N. G 1f GDf PERMITTED BLOW WITHIN FOOTINGGRADE UNLC~SS PNEUMATIC DRILL ANCHORS ARE TO BE INSTALLED PER SPEGFICATION AND i . - --- _ - - THE MANUFACTURERS PROCEDURES.
REINFORCING STEEL
1. FABRICATION AND PLACEMENT SHALL CONFORM TO CRSI "MANUAL OF STANDARD PRACTICE" AND "CRSI RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS".
2. REINFORCING STEEL TO BE INTERMEDIATE GRADE COMPLYING WITH ASTM A 615. GRADE 60 FOR CONCRETE. SEND BARS COLD. .
3. REINFORCING STEEL IN CONCRETE TO LAP WHERE SPLICED 36 DIAMETERS BUT NOT LESS THAN 2'-O".
4. WALL STEEL IN CAST CONCRETE TO LAP AROUND CORNERS 36 DIAMETERS BUT NOT LESS THAN 2-0".
5. STAGGER ADJACENT SPLICE LOCATIONS AT LEAST 24 INCHES.
6. FOR FOOTINGS AND SLABS THE MINIMUM CLEAR DISTANCE BETWEEN PARALLEL BARS SHALL BE AT LEAST THE DIAMETER OF THE BAR, 1--1/3 TIMES THE AGGREGATE SIZE BUT IN NO CASE. LESS THAN TWO INCHES.
7. ALL REBAR TO BE WELDED IN THE FIELD SHALL BE ASTM A-706.
STRUCTURAL STEEL ,
1. FABRICATION AND ERECTION TO CONFORM TO AMERICAN INSTITUTE OF STEEL CONSTRUCTION EIGHTH EDITION "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS" AND "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" EXCEPT AS OTHERWISE SHOWN OR SPECIFIED. BURNING OF HOLES NOT ALLOWED.
2. QUALIFIED AND CERTIFIED WELDERS TO BE USED FOR ALL WELDING. WELDING TO BE PERFORMED IN THE SHOP OF A CITY LICENSED FABRICATOR. ALL WELDING TO CONFORM . TO THE LATEST EDITION OF THE AMERICAN WELDING SOCIETY STRUCTURAL WELDING CODE D1,1.
3. MATERIALS :
A. STRUCTURAL STEEL SHAPES AND PLATES : ASTM A 36
B. STRUCTURAL STEEL PIPES : ASTM A 53 GRADE B
C. WELDING ELECTRODES : ASTM A 5.1 OR A 5.5 (E70XX)
D. NUTS AND BOLTS : ASTM A 307
E. GALVANIZING : ASTM A 123
F. RUST -INHIBITING PRIMER : . TT-P-645
G. STEEL TUBING : ASTM A500 GRADE B
(fy 46 Ics1) . . .
4. GALVANIZE AFTER FABRICATION ALL STRUCTURAL 'STEEL. AND FASTENINGS EXPO%o TO WEATHER. TOUCH UP DAMAGED GALVANIZING WITH GALVAL.LOY AFTER ERECTION IS COMPLETE.
5• CONNECTED MEMBERS SHALL BEAR ONLY UPON UNTHREADED PORTION OF BOLTS.
6. INSPECTION OF WELDING SHALL CONFORM TO UBC REQUIREMENTS (CHAPTER 22)
7. BURNING OF HOLES IS NOT ALLOWED. .
1' . , _
4. PROVIDE 2 INCHES FIRE BLOCKING AT MID -HEIGHT OF STUD PARTITIONS OVER $'-6" HIGH. 3. THE MAXIMUM SIZE AGGREGATE HV FOUNDATION AND MASS CONCRETE WORK SHALL BE 'I CRUSHED GRAVEL 5. PROVIDE 2 INCHES SOLID BLOCKING AT ALL SUPPORTS FOR RAFTERS, CEILING JOISTS AND INCH. THE MAXIMUM SIZE AGGREGATE IN SLABS ON LADE, WALLS AND ALL OTHER . CONCRETE SHALL BE 3/4 INCH.
. - FLOOR JOISTS EXCEPT WHERE RAFTERS OR JOISTS ARE SUPPORTED BY JOIST HANGERS.
6. ROOF SHEATHING INSPECTLONS TO BE MADE PRIOR TO COVERING. ALL STRUT 4. CEMENT SHALL CONFORM TO ASTM C 1'S0, TYPE II.. AGGREGATES ASTM C 33. x a 1�
CONNECTIONS ARE TO BE COMPLETE PRIOR TO INSPECTION. 5. ADMIXTURES AND COLORS {EXCEPT AS NOTED HEREIN} SHALL NOT BE USED UNLESS .,1 !,, 7. SEE DRAW NGS FOR SHEAR WALL SCHEDULE HOLDOWN DETAILS PANEL A 1 SUBSTANTIATING DATA IS SUBMITTED TO AND ACCEPTED BY THE ENGINEER AND ARCHITECT.
NE LOCATIONS, ETC.
SHEAR PANEL NAILING SHALL BE SPACED AT LEAST 3/8 INCH FROM ALL EDGES. 6. ALL EXPOSED CONCRETE SHALL HAVE A SMOOTH FORM FINISH USING B-B PLYFORM, CLASS , �L' TYP.b STIRRUPS AND TIE BENDS 3 SLAB -ON -GRADE DETAIL (APPARATUS AREAL 4 � 8. ROUGH HARDWARE TO BE SIMPSON STRONG -TIE TIMBER CONNECTORS, EXCEPT AS SHOWN. h EXT-IPA PLYWOOD.
FILL ALL HOLES OF THE FRAMING HARDWARE WITH NAILS, BOLTS, OR SPECIAL FASTENERS AS SPECIFIED IN THE SIMPSON HANDBOOK (CATALOG N0. C-96H- 1). 7. ALL SLABS SHALL HAVE A TROWELED FINISH EXCEPT AS NOTED ON THE DRAWINGS. f .. 8. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND INSERTS SHALL BE WELL SECURED I M } 9, BOLTS, NUTS, LAG SCREWS, AND WASHERS SHALL CONFORM TO ASTM A 307. ALL BOLTS IN POSITION PRIOR fi0 PLACING CONCRETE. .,'1. - - I - AND LAG SCREWS SHALL HAVE STANDARD CUT WASHERS BETWEEN THE WOOD AND THE NUTS. SEE DRAWINGS FOR LOCATIONS OF PLATE WASHERS REQUIRED. 9. REFER TO DETAILS ON DRAWINGS FOR MOLDS, ORNAMENTS, GROOVERS, CUPS, GROUNDS, x
}� ETC., TO BE CAST IN THE CONCRETE.
{. .� ,
,.k ``` 10. LEAD HOLES FOR LAG SCREWS SHALL HAVE THE SAME DIAMETER AS THE SHANK FOR THE g r ;
`.Y - -
' t °`ll�dRr ';'' UNTHREADEED PORTION OF THE SHANK AND 70% OF THE HANKDIAMETER F
10. UNLESS SHOWN OTHERWISE IN DETAILS, FURNISH NO. 2 SPACER TIES AT APPROXIMATI`LY Ny':+', {. k� C LEI =''.301NT' r S OR THE 2'-6" ON CENTER AND ANY ADDITIONAL TIES OR CHAIRS REQUIRED tO KEEP REINFORCING '?'s } , Y; . . . . THREADED PORTION. ALL LAG SCREWS SHALL BE INSERTED BY TURNING WITH A WRENCH, IN PLACE DURING CASTING OF THE CONCRETE.
V ."" : - F „ .. NOT BY DRIVING WITH A HAMMER.
r $ �' Iri ' �2ADIU5 4 . _ _ .
:,,... SLAB ON GRAgE
j ,; . 11. TOP PLATES OF ALL WOOD STUD WALLS TO BE TWO PIECE SA Ss A 11. IF THE CONTRACTOR DESIRES TO MAKE ANY CONSTRUCTION JOINTS OTHER THAN THOSE iiV 4 12" O.C. ME SIZE S STUDS EXCEPT
>r e. "`- ! " SHOWN ON THESE DRAWINGS, HE SHALL SUBMIT DETAILS OF SAME TO THE ENGINEER FOR .
AS SHOWN OTHERWISE, LAP 4'-0 MINIMUM WITH NOT LESS THAN SIX 16d NAILS AT EACH 1 . EA. WAY LAP NOT MORE THAN 12 INCHES BETWEEN NAILS. REVIEW BEFORE STARTING WORK. �;, .
- r ' . ; BRICK OR POROUS MATERIAL SHALL BE USED TO SUPPORT FOOTING STEEL OFF THE z�. . -.: •. r r-. . . ... 12. STRUCTURAL PLYWOOD FOR ROOF AND WALLS SHALL BE CDX IN ACCORDANCE WITH U.S. 2 GROUND. 1 . ,. . I .. PRODUCT STANDARD PS 1-83.
l'1.13 REINFORCEMENT A MINIMUM OF 36 DIAMETERS OR 2 0 MfmM LAP SPLICE COIVTINUQU5 RE R UM,
1 �A1. - 13. DOUBLE JOIST UNDER ALL PARALLEL PARTITIONS. UNLESS OTHERWISE NOTED. . TYP E A �.; �;".
4 , _. to 14. COVER FOR REINFORCING S , TESL
14. ALL BOLTS, LAG SCREWS, AND WOOD SCREWS SHALL BE RETIGHT'ENED PRIOR TO THE ' s 1.c _ ' ' FOOTINGS NICHES
.:. APPLICATION OF DRYWALL, PLYWOOD, PLASTER, ETC.
FORM . .. AGAINST EARTH {FORMED) 2
,,.' ,.1 I7E Eb4`'GE .GALV. 15. MINIMUM HORIZONTAL DIMENSION OF PLYWOOD EQUAL 2'-0" PLACED AGAINST EARTH 3 F "; 1. ,'-STEEL ,JOINT ELEMENT. 10 MIL VISQUEEN SLABS & JOINTS NOT EXPOSED TO WEATHER 3/4 � , .
�" .
� s • . VAPOR BARRIER NAIL SCHEDUUI4a ALL NWL5 m 8E COMMON MARE1. " r .y V'. �', " � CONNECTION NAILING 15. PROVIDE 3/4 INCH CHAMFER ON ALL. EXPOSED CORNERS.
OVER' RIGID INSULATION
,,. , 'r ,- "; 1. JOISTS OR RAFTERS TO SIDES OF STUDS : 8" JOISTS OR LESS 3-16d 1 . �� FOR EACH ADDITIONAL 4" IN DEPTH 1-16d 6 ADEQUATE 13RACING AND SHORING $HALL BE INSTALLED AND MAINTAINED BY THE y. CONTRACTOR UNTIL PERMANENT CONNECTIONS TO THE STRUCTURE ARE EFFECTIVE. ���b 4 , CRUSHED GRAVEL 2. JOISTS OR RAFTERS TO ALL BEARINGS : TOE NAIL EACH SIDE 2--10d y 17. SLEEVE PLUMBING OPENINGS IN SLABS BEFORE PLACING CONCRETE AND SEND REINFORCING . '. ;` . z 3. STUDS TO BEARINGS : TOE NAIL EACH SIDE 2-16d AROUND SLEEVES. .., s. �j pp 4. BLOCKING BETWEEN JOISTS OR RAFTERS I& CONCRETE CURING: OONCRETE SHALL BE MAINTAINED ABOVE 50 DEGREES FAHRENHEIT AND ' PE U " A TO EACH JOIST OR RAFTER TOE NAIL EACH SIDE EACH EN -1 IN A MOIST CONDITION FOR AT LEAST THE FIRST 7 DAYS AFTER PLACEMENT EXCEPT WHEN O D 2 od
F (8) TO JOIST OR RAFTER BEARINGS TOE NAIL EACH SIDE 2-10d CURED IN ACCORDANCE WITH USC SECTION 1905.11.3 , o-f - �'a k- .,,'r iTi.. i Ifrl,.q r'.1.
{ 5. ONE INCH SHEATHING AT ALL BEARING 2-8d�1�, �.: R,y >l.r�� l r ^ ',; f-- I�>tsIGN.o,ws ,, i_ f'� r T `
, CONC. SLAB CONST./CONTROL JOINT 5 SLAB ON SLAB -ON -GRADE DETAIL (TYPICAL) 8Cl ct� f ' a ly E�! ,. x - 6. CRO5SBRIDGING BETWEEN JOIST OR RAFTERS TOE NAIL EACH END 2-84 : W� 4")I x i .
ROOF DEAD LOAD 1I PSF k �g ` � t` . e 4
' y� 7. HERRINGBONE BLOCKING : EACH END 2-10d
ROOF LIVE LOAD 20 PSF�� ., :E ..(sJL�ia+ i'"'
I f
�L ,L'g (• .,)sib I r
N3. RIBBONS TO STUDS 1 " RIBBON 2-Sd SEISMIC ZONE 4 (r = 1.25) Pla'�. Chee.k�J I, ;•.I C Fy ,:;ra,} -, p'kf�"� t
Y - '
x ' 2" RIBBON 2-16d CIZ/Rw a 0.172 ."'. �_
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�� EXISTkNG C.M.U.AAI PO
'J 9. DOUBLE TOP PLATES : WIND LOAD: 70 MPH, EXP. C. [email protected] --- r ; .
16. FOR PLYWOOD NAILING, SEE PLANS
SMS INFOWA71ON .
P.
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� 17. A H F LED HOLES OR LAG SCREW JOINTS :
1. SOIL REPORT: NONt`
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A. HOLE FOR SHANK SHALL HAVE THE SAME DIAMETER AS SHANK AND SAME DEPTH AS ' `'
.1
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.
iH OF UNTHREADED SHANK.
2. ALLOWABLE SOIL .BEARING CAIPACITY: 750 PSF 1 3 INCREASE FOR SEISMIC AND MIND I .' .„
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B. HOLE FOR THREADED PORTION SHALL HAVE A DIAMETER NOT GREATER THAN 75X OF s
THE SHANK DIAMETER.
.
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NF LL DETAIL
7 j ,
18, TONGUE AND GROOVE DECKING SHALL BE NASD 20-�d `
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Project Na.96004
Title TYPICAL
STRUCTURAL
DETAILS
Sheet 1212.
sloo..
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of A& 1 - :She#ta ry
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. . . .
10/11 /2022
C6
186 of 213
SrAUIMi 5LL FLANS, ULrarL5.
&GENERAL NOTES
EXTERIOR INTERIOR NON-- INTERIOR
CORNER SHEAR WALL SHEAR WALL
NO DIGGING FOR PIPE TRENCH PARALLEL TO
THIS FOOTING WITHIN THIS AREA
F
TYP,fiSILL PLATE BOLTING 1
PLANS OF WALL INTERSECTIONS 2
DETAIL OF PIPING ? FOOTING 3
(2) #5 TYP.
4'-0" MIN. LAO BTWN 4' 10" MIN. LAP BTWN
0 WALL
UPPER & LOWER PLS. UPPER & LOWER PLS.
30 D#A.
STD.
4 30 DfA
HOOK
1fid PER SCHEDULE
SHEATHING WHERE REQ'D
BLOCKING SAME SIZE
3q, DIR.
,
1 WIN.
BELOW
AS TOP ®ALT.
1 —6 Mt
—6
F
+, -"•:
.,
.2 x 4 'S FLAT 0 4'_0"
JOIST SPACE
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3 — 16d EA. BLK.
k 1s
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-
JOINTS IN LOWER PL 16d 0 16" O.C.
w, Y
TO BE OVER CENTER . TYP.
x
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OF STUD OR MULLION
iy
,
- TYP.
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PLAN OF
PLAN OF FTG.
PLAN OF TYP.
NAILED SPLICE
CORNER
INTERSECTION
CORNER
-7 MI r
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F
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E
SPLICE TYPE
FASTENERS
TYP.
(16) 16d
€ TYPICAL - C L PLATE SPLICE 4 TYPICAL NON BEARING WALL TOP DETAIL 5 INTERSECTION OF WALLS AND FTGS S <`
HOEDOWN STUD
HOLE AND NOTCH BELOW
r -a
BOUNDARY NAIL
THIS LINE IS NOT PERMITTED
ms
} a
PLYWOOD
�,
Kx
HOLDOWN STUD
a
4 HOEDOWN
DAP STUD
0/4 OR 2"
vx 3,
FOR BOLTS
cv
MAXIMUM
B BB
*UNLESS OTHERWISE
NOTED ON PLAN
m ff-TT T 7 NOTES:
m i) ALL NAILS FOR PLYWOOD SHEATHED
T T T
WALLS TO BE COMMON WERE NAILS
' o❑ E E ,
*; BOLTS HEADER WHERE OCCUR
TREATED SILL V_ 3" MAXIMUM
45 c D L � BOUNDARY NAIL ® HOLDOWN STUDS
MINIMUM
DOUBLE 2X TOP PLATE
r ilf ` Q HEADER — AS NOTED ON. SCHEDULE BLOCK'GS ALL JOINTS HEADED SOLT WITH 4-16d TOENAILS AT BOTH ENDS
OR STAB BOLT O o HOEDOWN WHERE OCCUR
T L
2X JAMB STUD
DOUBLE STUDS FOR
MEASURED. FROM T.O.CON.C..,:, - - - - - OPENING WIDER THAN $' BBB SILL BOLT OR NAIL'G - .. 2X CRIPPLE STUD
�.-
- DOUBLE STUDS FOR
SPAN "L"
*HEADER
L < 3'-6"
4x4
L < 6'-0"
4x6
L < 8'-0"
48 L < 10'-0"
400
OPENINGS WIDER THAN 8'
OPENING 2X PLATE
DOUBLE PLATES FOR
1 /3 OF CLEAN SPAN HOLES ARE PERMITTED WITHIN OPENINGS WIDER THAN 8' 2X SOLE PLATE OR
It"T MIDDLE 1 /3 OF CLEAR SPAN !� 2X PRESSURE TREATED SILT. PLATE "':` .1 7. "I : L, .
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MARK:
STUD
MIN.
BOLTS
ANCH.
OLTS
HOEDOWN
DIM.
A
9 ALLOWABLE
LOADS
2 2x
2 5/8"
5/8"
HD2A
12"
5"
2775#
TYPE
PLYWOOD &
THICK
NAIL
SIZE
BOUND
NAIL "B"
EDGE
NAIL "E"
FIELD
NAIL "F"
JT. BLK.
SIZE
BOUND
STUD
SILL
SIZE
SILL NAIL'G
TO WOOD
SILL BOLT'G TO
CONCRETE
VAU
LB FT
0 3/ " CD—X
8d
6"
6"
12"
2x
2x
2x
N/A
5/8" x 12" @ 32" O.C.
264
Q
1/ " CD—X
8d
4"
4"
12"
2x
2x
2x
N/A
5/8" x 12" ® 24" OX.
460
TYPICAL HOEDOWN DETAIL 7 HOLES AND NOTCHES IN BMS AND JSTS S OPENING IN STUD WALL PLYWOOD SHEARWALL NAILING SCHEDULE 10
FIRE DEPARTMENT APPROVAL
REQUIRr' FOR SPRINKLERS
NON --STRUCTURAL STUD WALL .
6AiN fl\F' PAN VIEW
h 4 I TOP STEP
i CLR o o STANDARD #�_._
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No. S 3838
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Project No. Se004
I`fiD A. SIDE x RISE
V-6" OR LESS I HOOK ) #
�+ PRESSURE D. SILL PLATE WITH
w; 2 E 2 5 VERT
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4a WASHERR..#�+rMS`:T .P-ilal..33 8 i�T'� I/..TI 4� /�
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'-6" MAX. ..:. t ;faer ,
,a ST 5AME WIl7TH_ ��;
�� PAN F WA N F
�y� L Q WALL PLAN 0 WALL 15# BLDG.A CLOSURE fi o '-•��' I • AS 'STUDS) � 1 --6 REINF. -SAME .SIZE &SPACING . � •, F,t `��
CORNER INTERSECTION
PAPER POUR SECT. �,., {';��;; R''
- }r� AS FOOTING REINFORCING Ata,� hecfr �`' nt ;1 a } � xa1a .� +o� Ytsz Sheet
r p f6d'0 12 FERN, . t3ata �
NOTE - -
-4---•—�-' NOTE:
SLOPE TO BE 1 VAT. 'D 2 HORIZ. EXCEPT
. WHERE SINGLE LAYER OF'REINFORCING OCCURS, � •, .,
L£. ,, WHERE SHOWN OTHERWISE. BEND REINFORCEMENT A SHOWN FOR OUTSIDE BARS. ,.���„' S 0 S
_ S 1.1
E EVATION _
{ ' � •` + WOOD BEAM TO POST CONN. 11 TYP. STEP FOOTING 12 INTERSECTIONS OF CMU WALLS 13 TYP. ISOLATION JOINT AT COL. 14 NON-STRUCTUAL WALL TO SLAB ON GRADE 15 ' �- v s
SLAB ON GRADE ai Sheets
10/11 /2022 C6 187 of 213
. . .. . .
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. . . � . . . . . . . . . . . . - .
. . . . . . . . . .
: 1. ; NOTES: , .. . . I I . . . I ,� . . . LEGEND:
:1 . . . . .
. � .. . . . , I . . . . � I . I . I
' �._ �. . : I . I I j . I I . . .
. � .1 .. . .. , NOTES- . . I
, I .. . . I . LEGEND: . . . - - �
� 1. . I
11 . _ . .. . . .. . -_ . - _ - I.. I . . . (E) FO"NG EDGE BELOW TO REMAIN . .
I 1. I 1. .� � I .� . . . .., I . . . I . . . I
' . . I ,-, . . . . . I .. � . . . . . . . . . ,4 1). 'SEE . FOR PLYWOOD 'SHEATHING � I . .., � .. . ., I I I . . , . . .1 I . . . ., I I . 'i � % . . . I . I . � . . . ., . . I . . . . I . . . . : � � . , ' ..
. I .
I I . ..� . . . .k . - -:---�- -_ , 1. - - - - - (N) FOOTING EDGE BELOW ". - e.. �t . . I 1, . - ) SEE FOR PLYWOOD, SHEATHING . _�. I .... . � 1 . ., . I . . . . . �:% � , .� . . " , . . _ � . . . . . . : :. i I .. (E) �JdIST OR BEAM TO REMAIN I E . , . : 1. I I . . :
I . I I . . I ; I . . .. . . . . j ., I ... � . . . . . - , . . .... . .��, , !.� . . � � . �. 1. . .. .. . .. .. I . I . I . .� . I � 1. . . . . . . . . �t . , . . . , , . . . I . . . 1�N,��a: , , . I.. I . . . . ... �. I .. . . , ,,!. - I . . il . .. . 1. I . -_ . . . . - . I . P I'll (E) ir CMU WALL . � . I . . 1. . . ... 1, ;�, . . . I . . . . I . . .
�',';' I . � '.. � . .. I . . . ... .. 1.� .. � I .� ... . . (N)' JOIST OR BEAM I .1 . . . . I . . . . I , ) I" SEE ' . . . . . : . , I ,-..,-...i . i . . I .,. : �.�.:, , . 1. . I I . . L . . I . . . . . .
I I I ..� i , ''.4 , , FOR LINTEL CONN. . .1 . . . . . I . 11. . I . I .. : . I . I . L . L . -,�777!�', - O.C. INFILL " 1 .'.".4,�", , . . � .. . I . . .. .. . . . I . . . M - .; 1: , ;, .... I L j . ; I .1 . . (N) 2x8 0 16
. '%. ..f . . , . I . . � . .
� �� . � . I I , A t . . . . I I . 2) SEE FOR & HOEDOWN DETAIL I - . � . - . � .
I . I
. .. . . . . . . .
. .. ��.`�,.. ": � .., . . . 1� .. . I . . ... . I .. . . . . . . .k"�,":,�' . . � . . .. ... . . , . . . '%.. . �,� I . . . . . - I I . . 1, . . r . � � .
I . ,L, . '. .... .. . . . . . � . . I . . . I.... . .� . (N) 9' CMU WALL, -SOLID GROUT I '111411.14 . . . .1.11 I . . .1 .1 .
.. . . . . ,�,Q',!,---,-, ), .SEE J�� , FOR TYP, PLATE SPLICE ' I .: . . I . . .1 . . . . . I . . . I I I I I t',� i . . i '. I
I , ; - , (N) 2x4 0 16!' O.C. . .
'Lj, !"." . .. I . L . . . . .
. " . m.. _ ; . . I . . . . . I . . 16 - -
�� , . . I I I . . I I . .
. . " ,-,-. 1 . , . 11`1.1��i .. i ..� . 3) SEE FOR REINF.. 0 INTERSECTIONS OF FTGS . . . - - I . � I .
� . . . i I
.. � . I
.
.. .
1JOI -, .. .. . . . . . � . . .
V FIST , , I . . . . I . .
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I, - . . � .. . . .
,
., " 11 ., _ I �. . . . . , . ." I I . ..r . I .i . . � . . . . . . . 4YIX'11�1:��1�1 �_ z . .� . 1. � . I I . . . . . I I % �Y�
� - _ , . I � . , .. . .. 11 . . . ) SEE (2FOR TYP. REINF. DETAILS t1 SPACING I Ln-cc." . I ..... I.. ..4 ,�d ..... . I. I C) 0- I I I . L . L . % 1I . I . '. . . I . 1� . . 1. I .. (nI LI.._-\�iYo� . � .. . . I . .
. .
,
, I . . . . . .1
I . . . . . 11� � . . . . 5) SEE FOR TYP. SILL PLATE BOLTING I . ' . . ..., I . I . . . . . I . . . . .
,• . . . . . . . . I .
.- .. . 1� . . . . . . .
., '. . . .. I .
I . . . �
I .1 1. . . . . � T AND I
., 5) ..SEE FOR TYP. FRAMING AT ROOF OPENINGS . . . I . � I . . . . . - . � -l".... . . . I . . . . . .. .... . . . . �� ,!!_
. '. _... . . I . . . . . . . e . I . . REMOVE EXISTING SLAB AND . . . .. . � Vail Ply,, . .. . . . . . 6) ALL HOLDOWNS MUST BE IN PLACE PRIOR TO FOUNDATION . I " 1� Lssl I .
. I -r y P. , . q
L I ,
� 0 - .. . . .
. ,,I i t . t �.. . . . I REPLACE WITH NEW SLAB.
. . r...,1ArA04A&0 RA4�-,Ht . . . .. . . . INSPECTION. . I . I I . . . . . . 11 I -ON . . R. ORS
. . I . 4!' CONC. SLAB -GRADE ,
. 0 . . . � - F
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" , ... . I ( TYP. OF (6) 1 . . . . REINF. w/ #4 0 12" O.C. EA. WAY . I . 1.�� . \\\ , ..
I I . . . : I I . : . . . , I . . -�
I . _1� 11. I . . I � .1 . . I . 7) SEE FOR TYP. WOOD INFILL OF C.M.U. WALLS Y �� �: ,,�_�":;!-,Z ER RIGID . I I - No. S 3838 . . . I
. .. . 1. . I . I . . � 1. . . .. . � C. 1)
I A,." � � � . '. . . � . . . . � . . . INSULATION OVER 6" CRUSHED �, .. . . I - - - - - - - - - - - . . . . . . .
, . .. . . , , ,
I , . I I .
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.., . . . .
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HOLE FILLED ,, N
� "A35" � 24" O.C.
» A35 0 16" O.C. E.N. i!
#4 x 12 - WITH EPDXY
@ 24" O.C. GROUT Ili 2x4 ® 16" O.C. (N "3x8 PL W�
1 4 T&B
HEADER WHERE OCCUR " {) # 5�8 DIA. x 6 EMBD.
(4) #8+i 2x4 c� 16" O.C. ;' „ SEE PLAN 12 �L2i4"HIO.0 ANCHORS
OREQUAL
g= 6" ICBO NO. 3455
t #5 x ®8" O.C.
I
j' E.N.
FOOTING DETAIL 6 FRAMING DETAIL 7 FRAMING DETAIL 8 FOOTING DETAIL 9 FRAMING DETAIL 1Q 1-1/2~ CLR.
` (N) 2x SOLID 8LK'G (N) 2x SOLID BLK'G
�Ys ' CUT (E) DECKING AT
N 2x6 BLK'G WlTH 2x6 BLK G WITHt 8 10d PER BLK y �N)
8),10d PER BLK THIS LINE
'FURRED COLUMN(N) 5/8 DIA. x 4 I=MBD.
SEE ARCH. I 24' SQ. 1 i
_ HILTI—HIT ANCHORS
l C� 24 O.C. OR EQUAL ( ) (2) ROWS OF B.N. (N) 2x SOLID BLK'G SS TION A -A W/ (4) 8d PER BLK
_ _ ICBO NO. 3455
(2) #4 TIES I I 'CB"' _ r - � � � (E) 16d
ICOL. BASE
!
(E) 2x T&G DECKING ,
: A A
;ftr,� (N) 2x8 0 24" 0.C. (N) 2x8 ® 24" O.C.
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4 (E) 4x8 0 48" O.C: — (N) 3-1/$ x GL8 (E) 4x8 ®48" O.C. (N) ,rA35F" (N) 2x @ 24" O.C. (� # i� ® 24' O.C.
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`„ 3" CLR. (E) CMU WALL (E) CMU WALL (E) 2x 10 (E) 4x10 (E) 2x 10 :. BEYOND
114.4;. NOTE: SAW CUT EXIST G 4x8 S
2' - 6" x 2' - 6"
NOTE- SAW CUT EXIST'G 4x8'S
` FOOTING DETAIL 11 FRAMING DETAIL 12 FRAMING DETAIL 13 FRAMING DETAIL 14 FRAMING DETAIL 15 4" "A35" ® 24" O.C. 2x8 ® 24" O.C.
F' VAPOR BARRIER
OVER RIGID INSULATION 2x SOLID BLK'G
SLOPE
{
(N) 2x SOLID BLK'G
#,. 2x SOLID BLK'G 'STRAP "ST2115" 48" 2x8 FLAT
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24" O.C. B.N.- A I1 A 1
SIMPSON "HUC", �.:.
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I '
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0 24 O.C.
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O.C. i� 24 2x BLK'_ s`ti FI i; SI•?f-E Ei^ �.�„It,
w I #5 x ® 12" O.C. I 024' O.C: OBAs
2x4 a 16 Q.C.
IIII 4x4 POST r p >
ry `►U" HANGER, TYP. 2x8 JOIST \ / O �tx,ws. ' F 1IL1)NNG 1�M�PT HEADER WHERE OCOUf�
® 24" O.C. 1.� )SOLki3�P�tLaw
1ti .PL5'WaOD`=�=-�'' _ 2x6 LEDGER lass r,
� il� \/ SEE PLAN
WHERE OCCUR 1 ��
I ' RIDGE BEAM I
�,k r
SEE PLAN it (3) #5 CONT. P ; 51MPSON "ECC", PER (STUD � IzERI<,3sTP�{i. ...;
PER LAN OR EQUAL ---
lo
SECTION, A^A R EQU RLD FOR SPRINKLE s NK
- _ 20
FRAMING DETAIL 1� FOOTING DETAIL 1? FRAMING DETAIL 18 CANOPY BM. TO COL. CONN. 1S FRAMING DETAIL R.
G�
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C
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Project. No.S6004
Title TYP3Cr4L
STRUCTUFZ4L
DET,41LS
Sheet
VALS3.0':
of d 2 Sheets
10/11 /2022 C6 189 of 213
10/11 /2022
A 0
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No. S 3838
EXP, 12/31 /98
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OF CA1�F�
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Project No.56004
Title
- STRUCTURAL
Sheet
{
of Sheets
190 of 213
m
AIR CONDITIONING UNIT SCHEDULE RE MARK6
EXTERNAL
INDOOR
FAN
MOTOR
OUTDOOR
FAN MOTOR
COMPRESSOR
COOLING
HEATING
BA5ED ON:
MARK
O.A.
CFM
STATIC
PRESSURE
MINIMUM
FILTER
SEER
REFRIG-
ERANT
MAX. WEIGHT
(�.)
GFM
DRIVE
pt1P
VOLTS/FTI/hz
FLA
DRIVE
MOTOR
$I-IP VOLT61FT1Mz
FLA
OT'•
VOLTS �Z
RLA
EAT
DB/WB
LAT
DB/WB
SENS
TOTAL
INPUT
MIN
OUTPUT
MANUFACTURER
MODEL
(IN. w.C.�
TYPE
TYPE
LRA
(' F)
(' F)
(BTUH
(BTUH)
(BTUH)
( BTUH)
SIZE
PRJVI DE UNIT WITH OPTIONAL BASE
RAIL. M I CROMETL I NTEORATED DRY -
300
.78
1425
DIRECT
MULTI
1.�
230/3/60
3.1 PIREGT
35 230/3/60
1.40 {
208/3/60
20 .104
78.3/63.6
56.4/55.1
30,760
40,670
56,000
45,400
24"x30"x1"
12 R--22
415
455X42-060
BULCARRIER
FILTBER RACOMIZER, EXTERNAL
K AND BAROMETRIC.
I
SPED
PRE55URE RELIEF DAMPER.
A
2 560
.75
1�
DIRECT
MULTI
1 230/3/60
31 �IREGT
.75 230/3/60
1.40 {
208/3/60
20 104
86.6/67.1
58.7/56.9
33,720
41,050
56,000
45,400
263T O'
12 R - 2 2
415
CARRIER
4 5SX42-060
E
THRU WALL HEAT PUMP UNIT
MARK
DESCRIPTION
GFM
ISER
COOLING GAP.
E3TJH
(NOMINAL)
HEATING GAP.
MBH
(NOMINAL)
ELECTRICAL DATA
OPER.
NE115\113) T
BA5ED ON:
REMARKS
HATT5
VOLT
PH
HZ
MANUFACTURER
MODEL
PROVIDE WITH WALL SLEEVE, STANDARD ARCHITECTURAL
GRILLE (COLOR TO BE SUBMITTED FOR SELECTION),
HARD WIRE, UNIVERSAL DRAIN, $ INDOOR TRIM 5TRIP
KITS.
AMPS
A
3 THRU HALL PTAC/HP
350
5.5 13200
11000
1500C
5025H
"7.50
14.4H
206
1 6O
120
CARRIER
5250-3145
EXHAUST FAN SCHEDULE
TOTAL
ELECTRICAL DATA
BASED ON
MOTOR
MARK
TYPE
RPM
DRIVE
CFM
S.P.
VOLTS
PHASE
CYCLE
MANUFACTURER
MODEL
REMARKS
(IN.W.C.}
EF-1
11 U f 4
CENTRIFUGAL
�43
BELT
2500
0.65 1/2 HP
208
3 60 HZ
GREENHECK
GB
PROVIDE WITH. GRAVITY OPERATED BAGKDRAFT DAMPER S
ROOF
180-5
GREENHECK 4 " GPIP- ROOF CURB.
EF- 2
NTRIFUGAL
c
.
BELT
2500
0.65 1/2 Hp
208
3 60 HZ
GREENHECK
GB
PROVIDE WITH GRAVITY OPERATED BAGKDRAFT DAMPER S
ROOF
180 - 5
GREENHECK ' :;` GP IP- ROOF CURB.
EF-3
INLINE
DUCT/
1075
DIRECT
430
•37
3.1 1 A
110/115
1 60 HZ
GREENHECK
CSP--
PROVIDE WITH RJSP-165 PITCHED ROOF GAP COMPLETE WITH
CENTRIFUGAL
217W
252
BUILT IN BIRD SCREEN AND BACK DRAFT DAMPER.
EF_4
CEILING/
1450
DIRECT
85 .45A
110/115
1 60 HZ
GREENHECK
SP-210
PROVIDE W/VERTICAL 015CHAROE AND BACK DRAFT DAMPER.
CENTRIFUGAL
.175
37W
AND 5GUARE TO ROUND ADAPTER ON FAN DISCHARGE
EF-5
VENAtFATOR
1800
DIRECT
270
.55
15A
120
1 60 HZ
THERMADOR
VR600
PROVIDE W/ ROOF 1-1/2"-12" PITCHED ROOF CURB, BAGKDRAFT DAMPERS 5501G SOLID STATE SPEED CONTROL.
WATER HEATER SCHEDULE
MARK
GAL.
VENT
BTU
GAL/HR
HEIGHT
DIA.
DRY WT.
REMARKS
CAP.
SIZE
INPUT
RECOV.
(LBS.)
PER/HR
g0' RISE
WH
2 74.5
4'
75,000
75.9 61.5
25.5 271
NATURAL
GAS
,
HVAC CONTROL SEGUENGE OF OPERATION
UNITS SHALL REMAIN IN OPERATION 24 HR5 PER DAY UNLE55
MANUALLY TURNED TO "OFF" POSITION. SNITCHING FOR SYSTEM
CHANGEOVER FROM HEAT I NO TO COOLING OR COOLING TO
HEATING SHALL BE ACCOMPLISHED MANUALLY THROUGH THE
USE OF THE THERMOSTAT.
ECONOMIZER CONTROLS SHALL BE FIELD INSTALLED AND SHALL
BE MODIFIED TO OPERATE AS FOLLON5:
A5 5PAGE TEMPERATURE RISES, THE SINGLE 5TACE COOLING
CONTACT OF THE ZONE THERMOSTAT SHALL ENERGIZE THE
ECONOMIZER. THE ECONOMIZER SHALL MAINTAIN 55OF SUPPLY
AIR TEMPERATURE PROVIDED THE OUTSIDE DRY BULB TEMPERATURE 15 WITHIN LIMITS. IF SPACE TEMPERATURE GONTINUE5 TO R15E, THE HAVC UNIT HILL PROVIDE MECHANICAL COOLING. IF THE MIXED AIR TEMPERATURE DROPS BELOW 55°F, THE ECONOMIZER DAMPERS
' SHALL MODULATE CLOSED.
UPON THE DETECTION OF SMOKE THE SMOKE DETECTOR SHALL
INTERRUPT CONTROL POKER TO THE HVAG UNI75,
-- - ELECTRICAL DISCONNECT
230V/3p 5N1TCH. SEE ELECTRICAL
DRANIN55 FOR DETAILS.
rmrOm
i WIRE SMOKE DETECTOR
IN SERIES N/ RED HIRE
�FTwFFN UNIT I 7-5TAT
IY - HONEYWELL
0 o b -' 5TA5E HTC .
N Y G R ;
T �.
HVAC CONTROL 01ACKAM
SCALE: NONE
TB"; 4A 51 NO LE
I COOLING.
1. �9 �•-':
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5 [Project No.616004
Title
SCHEDULES $
CONTROL
DIAGRAMS
FIRE DEPARTMENT APPROVA Sheet- 21
REQUIRED FOR SPRINKLERS
M-1
10/11 /2022
C6
O 5 I D ' `PROJECT --)TRUE
CRAI"HiC 5C-ALE NORTH of *�., Sheets
191 of 213
,
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L48 FOR Bt,
AI
CITY OF
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NO
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FIRE
RE DEPARTMEff APPROVAL
DEMOLITION FLAN
REQUIRED
UIRED FOR PRINK�ER sECHANICAL
SCALE 1 -i/4
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C RAPH I G 5GALL . a NOF�H NOI�[N
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Title
M
i7EoLTION
PL
AN
192 of 213
.. ..... ...... ..
IN5TALL ALL EQUIPMENT PER THE:
01 MANUFACTURERS RECOMMENDATIONS.
/A
PROVIDE FLEXIBLE CONNECTIONS BETIAM
\ �
SUPPLY AND RETURN DUCTkq0RK AND
SF FACKAC -0 AIR CONDITIONING, UNIT.
F ly
ALL DIFFUSERS AND GRILLES SHALL BE
C ONSTRUCTED OF ALUMINUM
... . ..... . .. ...... ........
ALL SUPPLY' DIFFUSERS AND RETURN GRILLS
.... ... ....... - ------- ------------ -- . ...... ---------- . .......... ...........
INLET
SHALL BE PROVIDED WITH AN OPPOSING
1:20t, AIR R (05D) OR BUTTERFLY
I BLADE DAMPER
(D'
. ........ ..
PAMPER.
UNDER NO CIRCUMSTANCES, NITHOUT
- - Imo------- -- - EXCEPTION, SHALL FLEX DUCT EXCEED
LENGTHS AS SHOWN ON THE VRAPqIN&S.
p S IO5 ALL cIO'0 ELBOWS SHALL BE SMOOTH •
-PIECE HITH A
RADIUS OR MINIMUM 5
14 A F F A A T,)',�, ;q,\I.
1.5 RADIUS TO DIAMETER EXCEPT OTHERWISE.
71 ROUND SHOW
MITERED
.. ................... . . . .. . .. .. . ........ ........ ........ ... . .. ..... . ............. ....... ............ PROVIDE TURNINO VANES IN ALL
ELBON
vULAR DUCT ELBOWS. 16 xe> RECTANC
46 In
/1-1
_j ' c
TEST AND BALANCE SYSTEM PER THE
2` 1 .r: `, a`O
................. .... ..... .. . ........ ... ASSOCIATED AIR BALANCE COUNCIL (AABC) .......... 1q59 NATIONAL STANDARDS FO� TAB OF c
...... . .......
HVAC SYSTEMS
j
)ot
INSTALL ALL DUCT HORK AND DUCT WORK
awn
A : a ACCESSORIES PER 5MACNA LATEST EDITION.
M I TERED
c ked
'ELBOH FOR EF-1, AND EF-2
Appr d
_70 95E ARCHITECTURAL DRAWINGS FOR TRANSFER
CONTROL DIAGRAM .........
67RILL IN RE15T ROOM DOORS. Issued eas
EF SEE ELECTRICAL DINSS.
0� RN VLrT IN ICII14!11944 6L4DL
14 'T 1`VC INSULATE ALL ROUND SUPPLY AND RETU
........ IF VIP I I IN CONGEALED SPACES WITH BLANKET FLEXIBLE 16 X6" (DEiTr
MINERAL FIBER INSULATION. PROVIDE RIP67EP
7/ N! 0! p
10 INSULATION FOR ALL- RECTANGULAR r?Lr-.,T.
J
04 INSULATION SHALL BE'PER THE CONTRACT
2 �O
a
�(Tyli:
..... . . ...
SPACES PROVIDE A FACTORY APPLIED ALL-
T- EF
*X -7 a VP I
e.
I, . , 1 PURPOSE JACKET WITH A VAPOR BARRIER.
A� 0 X1611
........... ............... . ................. 20 x1b," 1011, SPECIFICATIONS. FOR SUPPLY DUCT IN CONCEALED
PROVIDE SAME FOR RETURN PUCT IN CONCEALED
kki Li
SPACES WITHOUT VAPOR BARRIER.
14M I d+
.. .... (EXISTIN 1
50 r RE -LOCATED) Z' @ INSULATE SUPPLY AND RETURN DUCT OUTSIDE
Q Q UNDERNEATH
NALLY ;^V RIDGED WEATHERBUILDINO EXTER
iTYPrB) `::.Q `•�,R - •� UNDERNEATH
PROOF MINERAL FIE3EFZ INSULATION CONFORMING
LEARANCES IN SOFFIT
TO ASTM C 61:2, CLASS 2, &POF, AND 2 INCHES
TE
THICK. PROVIDE METAL JACKET WITH MOISTER
300� Oc� ARE EXTREMELY TIGHT.
.. ....... HOLD DUCT NORK TI 67HT
BARRIER LINING. JACKET MAY BE 0.016 INCH
10 ........... To STRUCTURE.
THICK SMOOTH ALUMINUM OR 0.010 INCH THICK
. ..........
IS
.................. COORDI NATE V41 TH
SMOOTH 304STAINLESS STEEL.
ARCHITECTURAL PLANS.
0 485 ALL INSULATION, DUCT COVERS, FASTENER
13 I x 1 11-11521 1 ADHESIVES SHALL HAVE A FLAME SPREAD •. ..... 4a5
SUPPLY
h RATING NOT OVER .25 AND A SMOKE
1:2 Flo L—TOP TAP
0 :.
MAIN 0 45
DEVELOPED RATING NO Hi S-HER THAN 50.
.. .... . . --- --- - ------- .... ...... . ..... ............... ----- - --------- ... .. ................. ......... I - L., I—, �F_r - � - _. - "
TO ACCOMMODATE
.. . ........ ... ..... ...........
a
--- - ----- ...... ................ . ............................. . ......
BRANCH RUN -OUT PROVIDE I" UNDERCUT ON DOOR.
BETWEEN STRUCTURE.
PROVIVE 5IXIO*0 PERFORATED ABS PIPE HITH
454 1 ....... 4 WALL (TYP.-2)
CAP. FILL NITH 1/2" GRAVEL TO
oelo CRATE -
BELOW GRADE. 5/4" CONDENSATE DRAIN TO
V
—6 "jp UP 16110 PENETRATE CENTER OF DRY WELL ORATE CAP, (;A=-,kN
EF 1110 ORATE CAP TO BE AT GRADE LEVEL.
4 7_ T:
1" F RELOCATED 120V BAY DOOR OPENER SWITCHES.
............. .. OT-r E)
OF 1/2" EMT R067EC) GALVANIZED
- Y-206�� ALLOW FOR '75
�A
00 CONTROL WIRE.
CONDUIT AND ASSOCIATED CONT
PROVIDE THERMAVOR RANOE HOOD MODEL
.......... ------- -- ..... .. ........ ..
H50HCPS: STAINLESS. UNIT SHALL BE CONNECTED
•
8 V4
41 Ct
0 0"
0 a
z
r
0 cd
4-4
0 0
z
call.
........... - -----......... --- -- --------- ------------ ............ ........... ............. — - -, ; I� . L' - - .1 - .. . .1 . � I I . . . . . . . ...... . P-7. To EF-5 WITH 8F"$0 GALVANIZED STEEL DUCT.
EF-5 SHALL BE REMOTE MOUNTED ON ROOF.
142" TO
C4JT CONCRETE WALL APPROXIMATELY 2
INLETIS
ALLOW FOR 10" DUCT + I" ui
CEILING HEISHT TO
AIR INSULATION PENETRATION. IF INTERFERENCE
REMAINS TRANSITION TO OVAL DUCT IN THIS AREA.
- - - - - - -
........ ... ..... MANUFACTURED U.L. TYPE "B" &AS VENT
.... ... ..... _:: �1: - PROVIDE 4
............ ....... rN
L71FFLSM 4 MILLE 50EMLE
MARK
OFM
NECK
FACE
THROW
THROW
MODEL
REMARKS
MAX, PRE55.
51ZE
PATTERN
105-150
10"XI011
24"X:2411
12l
2-WAY
KRLervER 1:240
TWO 5X5 c1cnez5W
FRAME 25
.051F
12"X12"
:241JX2411
141
TYO &KRUEOER 1240 K1
X6 CORES
FRAME 25
.051,
5 250
14"xl4ll
241lx2411
1 i5l
KRUE OER 1240 W
FRAME 25
511
THOIXT 00FRES,
KRUEOER 1.240 W
.0
500
1:2"XI211
24*'X:2411
1:21
4-NA)"
FOUR 6X6 GORES
FRAME 2.5
.05ti
150
1$xV6
1011XVI
KRur=c-,ER!5a&oH
SIDE MOUNT
.05'
6:25
I8l'XI211
N/A
RETURN
KRmc-7ER- 55e"Hz
HORZ. MOUNT
.05"
49�5
22"X22'24"X24"
N/A
RETURN
0* VEFLECTION
ti t:
FRAME 25
.051,
ASE�)
105-215
22llX2:2124FIX241,
N/A
RETURN
FRAME 23
50$65
6"X611
6 "Xb 11
N/A.
RETURN
11:
tCRIJEFaER 5555HZ
DIRECT
0* VEFLECTION
MOUNT
.051,
NOTE- ALL SUPPLY AND RETMN DIFFUSERS 4 GRILLES SHALL BE EQUIPPED WITH OPPOSING BLADE DAMPERS. PROVIDE ROUND TO SQUARE NECK TRANSITIONS AT DIFFUSER NECKS.
NEW HEATING VENTILATING
AND AIR CONDITIONING PLAN
1/411 = 11-011
C6
IN/ LISTED VENT CAP. TERMINATE AT I' ABOVE ROOF.
IL Z a:
PITCH AT NO MORE THAN 450 FROM VERTICAL.
MAINTAIN a'SEPAR.ATION DISTANCE FROM OUTSIDE
W Z
EDGE OF "B" VENT TO VERTICAL WALL.
a n
5'*rM5OL
LEGEND
ABBREVIATION DESCRIPTION
MAMAL OALANCING, PAMPER
O
THERM05TAT
FLEX DUCT
RA
RETURN AIR
09A
OUTSIDE AIR
Do
DRY BULB TEMPERAI Lxi E
ye
NET BULB TEMPERATURE
EAT
ENTERINS AIR TEMPERATURE
LAT
LEAVING AIR TEMPERATURE
LE END
SYMBOL ABBREVIATION DESCRIPTION
CFM CUBIC PtO,�,� F A
FLA AD
FULLLO
AL rtt
LRA
LOCKEDROT
A
RLA
RATED LOAD1
EER
ENERGY EFFICIENCY RATIO
z
SDSUPPLY
VIARREPARThIENT Witk.
RM PER SPIRWK1. P
z
RR
5_11__Q!
k i_3 11!
RETURN I;MOISTM EXHAUST MILL
EG?
EXHAUST DUCT SECTION
MP
MOTORIZED PAMPER
10 ORAPHIC, 5CALF.
llll�
w J
a:
T.
oject No-c16004
PRO'JECT
NORTH
mommmom
Title
HVAC
PLAN
193 of 213
I
10/11/2022 C6 194 of 213
REGTANOULAR DUCT
ROUND DUCT
MAX. OF DUCT
STRAP
MAX. LOAD EACH
DIAMEER
STRAP
MAX. LOAD EACH
PERIMETER/IN.
HANGER MS.
/INCHES
HANGER 35.
P/2 =`12"
I" x 20 GA
100
UP TO 20"
I" x 20 GA.
100
P/2 =9b
I" x 15 GA.
150
21" TO 56"
1" x 16 GA.
150
P/2 =192
I" x GA.
500
( D } CLASS LINED WATER HEATER PROVIDED BY OF ENCLOSURE. '�.../ A.O. SMITH MODEL NO. PGG-�5 WITH A 10 YR. W
LIMITED iNARRA►NTY (SEE SCHEDULE ON SHEET M-1) FLASHII�tC-� 4 COUNTER AS REOUIRED FOR � °0 FLASHING I DIFFERENT PIPE i
SIZES ,,
:
4'
i
CERTIFICATE OF COMPLIANCE - Mechanical (part 1 of 3) MECH-1 - - - - - - - - - - - - - - - - - - _ - -- - - _ - - - - - - - - - - - -_ - -.-- - - - _ ..i_ Project Name: VISTA FIRESTATION#-3 1Date: 10/7/1996
Address: 1070 TAYLOR STREET I
VISTA, CA IBuilding Permit No
Mechanical 1
Designer: DAVID B, DEIRANIEH [Checked by / Date
.r Documentation: COTTREL DEIRANIER ASSOCIATTS (COMPLY 24 User 4652. --------------------------------------------------- --------------------------
GENERAL INFORMATION
Date of Plans: Building Conditioned Floor Area: 3065 sf Building Type: Nonresidential Climate Zone: 7
Phase of Construction: O New Construction 0 Addition 0 Alteration # Method of Mechanical C - � ompliance: Prescriptive
Proof of Envelope Compliance: 0 Previous Permit 0 Compliance Attached
STATEMENT OF COMPLIANCE
This Certificate of Compliance Lists the,Building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the Calif ornia Code of Regulations. This certificate applies only to building mechanical requirements.
The documentation preparer hereby certifies that the documentation is accurate and complete.
DOCUMENTATION AUTHOR
DAVID B. DEIRANIEH, PE
X (619) 556-2373 ( gnature)
( ate)
' The Principal Mechanical Designer
P finer hereby certifies that the
proposed build-
ing design represented in this set of construction documents isconsistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. }, The proposed Building has been designed to meet the mechanical requirements contained in sections 110 through 115, 120 through 124, 140 through 142, 144 and 145.
,r
Please check one:
• I hereby affirm that:I am eligible under the provisions of Division 3 i k
i.' of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a civil engineer mechanical engineer or architect.
O I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions Code to sign this document as the person responsible for " its preparation; and that I am a licensed contractor preparing docu- ments for work that I have contracted to perform.
I affirm that I am -eligible under the exemption to Division 3 of the r. £V Business and Professions Code by Section . of the Code to sign this document as the person responsible for its preparation; and for the following reason:
PRINCIPAL MECHANICAL DESIGNER
DAVID B, DEIRANIEH
(619} 581-2619 (Signature) (Lic. #) ( ate)
MECHANICAL SIZING AND FAN POWER MECH-2
---
-Name: -VISTA
Project FIRE_STATION-�-3_________________,._Date:-10/7/1996 a•
Documentation: COTTREL DEIRANIEH
ASSOCIATES CCOMPLY 24 User 4552
-_------------------...----------------------------- ------------------
SIZING AND EQUIPMENT SELECTION
.:
-HVAC System Name: AC-1:
'Heating System Name CARRIER 48SX04206053
Cooling System Name:. AC-1
,.
System Multiplier: 1
4 `Peak Load Method: COINCIDENT
rY
Relative Humidity 50 %
COOLING
HEATING :" SENSIBLE LATENT
--------------- ------
E'
1. DESIGN CONDITIONS'rOR'Vista 35 F 90 F 70 F
2. SIZING
I`
ZONES SERVED BY SYSTEM F Btu/hr PEAK Btu/hr - Btu/hr
F`
- DAY QTRS ___--...--- -
(',1an-12am) 12072 (Aug- 3pm) 21086 --5915
s-------
-------- _..__....
TOTAL Lane LOAD 12072 21086 5915
-
Duct Gains & Losses: 1207 2109
Ventilation: (: 301 CFM)- 10536 ( 301 CFM) 4789 2796
Return Air Lighting Gain 0
}
s,
r:
Supply/Return Fan Gain: 0 0
--------------- ------
TOTAL SYrT LOAD 23815 27984 8711
3. SELECTION
A. Safety/Wartmp Factor 1.43 1.21
Y
B. Maximum Adjusted Load 34056 33860
w
C. Installed Equipment Capacity .46930 33214 7455
�•
s
If Line 3-C > Line 3-8, Explain:_ UNIT IS SIZED ON THE HASIS OF COOLING LOAD. THE i
FURNACE IS SIZED ON THE BASIS OF AIRFLOW AND
THEREFORE IS LARGER THAN THE DESIGN HEATING LOAD
FAN POWER CONSUMPTION {SEE ARTICLE 144 OF THE STANDARDS) No: Efficiency Peak Conv Peak Supply
Fan Description Sys BAP Motor Drive HP Fact Watts CFM
i
--------
Supply Fan 1 x 1.70 / [0.80 x 1.00) +• 2.13 x 746 = 1585 1425 ----- ----- ------
Totals 2.13 1585 1425
FAN POWER DEMAND 1585 watts / 1425 cfm - 1.112 watts/cfm L,
y
fi
10/11 /2022
CERTIFICATE OF COMPLIANCE - Mechanical (part 2 of 3) MECH-1 Project Name: VISTA
FIRE STATION # 3
------- - - M - - - - - - -
--- ---(Date:-10/7/1996
1 COTTRELDEIRANIEHASSOCIATES1OOMPLY-COTTREL-4652
Documentation:- - - ---__--____-
SYSTEM FEATURES
Note to
Field
Zone Name
AC-2
;AC-1--__--
.Time Control`
I
Setback Control
None
None I
#of Isolation Zones
n/a
n/a [
HP Thermostat
n/a
n/a I
Electric Heat
n/a
n/a I
Fan Control
Constant Volume
Constant volume [
VAV Min Position
n/a
n/a I
.Simul. Heat/Cool
n/a
n/a
Heat Supply Reset.
Constant Temp
Constant Temp 1
Cool Supply Reset
Constant Temp
Constant Temp 1
Ventilation
1 OA Damper Control
Economizer Type
Fixed Temp (Integrated) Fixed Temp (Integrated) 1
Outdoor Air CFM
511
471 I
Heat Equip Type
Gas Furnace
Gas Furnace [
Make & Model No.
CARRIER 48SX04206053 CARRIER 48SX04206053 [
Cool Equip Type
DX
DX 1
Make and Model
AC-2
AC-1 1
I
Zone Name
1 AC-3 1
Time Control
Setback Control
None
_
None
#of Isolation Zones
n/a
n/a I
HP Thermostat
n/a
n/a
Electric Heat
n/a
n/a 1
Fan Control
Constant Volume
Constant Volume 1
VAV Min Position
n/a
n/a I
Simul. Heat/Cool
n/a
n/a I
Heat Supply Reset
Constant Temp
Constant Temp 1
Cool Supply Reset
Constant Temp
Constant Temp 1
Ventilation
1 OA Damper Control
1 Economizer Type
No Economizer
No Economizer I
Outdoor Air CFM
0 91 I
Heat Equip Type
Gas Furnace
Heat Pump [
Make & Model No.
Undefined
CARRIER 52SOC3143 1
Cool Equip Type
DX
DX I
Make and Model
.Code Tables
------------ ---------------------------------
Time Control
Ventilation
OA Damper
S:Prog Switch
B:Air Balance
A:Auto
O:Occ Sensor
C:OA Cert.
G:Gravity
M:Man Timer
M:OA Measure
D:Demand Cont
N:Natural
MECHANICAL SIZING AND FAN POWER
MECH-2
Project Name: VISTA FIRE STATION #
- -
3 ----- ----
IDate:10/7/1996
Documentation: COTTREL DEIRANIEH ASSOCIATES
(COMPLY 24 User 4652
SIZING AND EQUIPMENT SELECTION
HVAC System Name:
AC-2
Heating System Name:
CARRIER
48SX04206053
Cooling System Name:
AC-2
System Multiplier:
1 Peak Load Method:
COINCIDENT
Relative Humidity:
50 %
COOLING
HEATING SENSIBLE
LATENT
1. DESIGN CONDITIONS FOR -Vista
35 F 90 F
70 F
2. SIZING
ZONES SERVED BY SYSTEM PEAK
Btu/hr
PEAK Btu/hr
Btu/hr
SLEEPING QTRS (Jan 12am)
-
15114 (Aug --4pm) 30273
--9666
TOTAL Zone LOAD
15114
-
302739666
--
Duct Gains & Losses:
1511
3027
Ventilation: ( 511 CFM)
17886 (
511 CFM) 7870
4752
Return Air Lighting Gain
0 Supply/Return Fan Gain:
0 0
TOTAL SYSTEM LOAD
34512
41170
14418
3. SELECTION
A. Safety/Warmup Factor
1.43 1.21
B. Maximum Adjusted Load
49352
49816
C. Installed Equipment Capacity
46930
31535
10061
If Line 3-C > Line 3-B, Explain:
FAN POWER CONSUMPTION
No.
Efficiency
Peak Conv Peak
Supply
Fan Description Sys BHP. 'Motor Drive
---------~- --
HP Fact Watts
CFM
Supply Fan1 x -1.70 J
[0.80 x 1.00]
-
=2.13 x 746 =-1585
-
1335
Totals
2.13 1585
1335
FAN POWER DEMAND 1585 watts
J 1335 c€m 1.187 watts/cfm
C6
CERTIFICATE OF COMPLIANCE - Mechanical
(part 3 of
3) MECH-1
Project Name: VISTA
FIRE STATION#
---
______..__------
iDate:10/7/1996
�-_--
Documentation: COTTREL
_ _____ -----------------------------------------�-------------------------
DEIRANIEH
ASSOCIATES
(COMPLY 24 User 4552
DUCT INSULATION
Duct Tape
Insul Note to
System Name
Type
-'-
Duct
Location'
Allowed
R-V al Field
CARRIER- 48SX04206053
Heating
Ducts
-
in Attic .._
- --
Y/N
- --
4.21 Cooling
Ducts
in Attic
Y / N
4.2 1
CARRIER 48SX04206053
Heating
Ducts
in Attic
Y / N
4.2 1
Cooling
Ducts
in Attic
Y / N
4.2 1
Undefined
Heating
Ducts
in Attic
Y / N
4.2 1
Cooling
Ducts
in Attic
Y / N
4.2 1
CARRIER 52SOC3143
Heating
Fan /
No Ducting
Y / N
4.2 I
Cooling
Ducts
in Attic
Y / N
4.2 1
PIPE INSULATION
Insul
Note to
System Name
Pipe Type Required
Field
Domestic Hot Water
----
-y---p--�---
Undefined
Y / N
1 NOTES TO FIELD - For
Building Department Use Only
----------------------------------------------...
-----_-----------------------
MECHANICAL SIZING AND FAN POWER
------------------------------------------------
MECH-2
Project Name: VISTA FIRE STATION #
3 #Date: 10/7/1996
Documentation: COTTREL DEIRANIEH ASSOCIATES
------------------------------------------------------------------------------ 1 1COMPLY 24 User 4652
SIZING AND EQUIPMENT SELECTION
HVAC System Name:
AC-3
Heating System Name:
CARRIER 52SOC3143
Cooling System Name:
System Multiplier:
1 Peak Load Method:
COINCIDENT
Relative Humidity:
50 COOLING
HEATING SENSIBLE
LATENT
1. DESIGN CONDITIONS FOR Vista
--
-
35 F 90F
-
70 F
2. SIZING
ZONES SERVED BY SYSTEM PEAK
-------------------- ----
Btu%hr
--
PEAKBtu-
Btu
EXERCISE ROOM (Jan 12am)
--
8022 (Aug--3pm)----7516
---
6029
TOTAL Zone LOAD
8022
-
7516
-
6029-
Duct Gains & Losses:
802
752
Ventilation: ( 91 CFM)
3185 (
91 CFM) 1448
845
Return Air Lighting Gain
0 Supply/Return Fan Gain:
0 0
TOTAL SYSTEM LOAD
12010
--------
9716
--
6874
3. SELECTION
A. Safety/Warmup Factor
1.43 1.21
B. Maximum Adjusted Load
17174
11756
C. Installed Equipment Capacity
8575
10409
2600
If Line 3-C > Line 3-B, Explain:
FAN POWER CONSUMPTION
No.
Fan Description Sys -BHP-
-
Efficiency
Motor Drive
Peak Conv Peak
Fact Watts
Supply
Supply Fan 1 x 0.10 /
[0.49 x 1.00)
-HP--
= 0.20 x 746 = 152
-
--CFM
-
350
Totals
--
0.20 152
------
350.
FAN POWER DEMAND 152 watts / 350 cfm
0.435 watts/cfm
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FIRE DEPARTMENT APPROVAL
REQUIRED FOR SPRINKLERS
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Project No-96004
title
TITLE 24
AND MANDATORY"
MEASURES
Sheet 125'2.
M-6
,
or 2 Sheets
196 of 213
e
10/11 /2022
MECHANICAL EQUIPMENT SUMMARY MECH-3
--------------------------------------------------------------------------- Project Name: VISTA FIRE STATION # 3 JDate: 10/7/1996
I
Documentation: COTTREL DEIRANIEH ASSOCIATES 1COMPLY 24 user 4652
CENTRAL SYSTEM SUMMARY
Sys No
No System Name System,Type Sys Economizer Type
----------------- 0.------- --------------- ----------------------- 1 CARRIER 48SX04206053 Packaged FAU-A/C 1 Fixed Temp (Integrated) 2 CARRIER 48SX04206053 Packaged FAU-A/C 1 Fixed Temp (Integrated) 3 CARRIER 52SQC3143 Room Heat Pump 1 No Economizer
CENTRAL SYSTEM RATINGS
Sys ------- Heating -------------------------------- Cooling _---------- No Type Output Aux KW EFF Type Output Sensible EER SEER --------------------- ------ -------------------------- ----- ----- 1 Gas Furnace 46930 n/a 0.81 DX 41500 29050 10.30 12.00 2 Gas Furnace 46930 n/a 0.81 DX 41500 29050 10.30 12.00 3 Heat Pump 11000 0.0 5.92 DX .13200 9240 8.80 8.80
CENTRAL FAN SUMMARY' ° �-- __..--- Supply Faii ----------- -- Return Fan --- Sys Mtr Dry Mtr Dry
No Fan Type Motor Location CFM BHP Eff Eff CFM BAP Eff Eff — — — — — — — — — — — — — — — — — — — — — — —.— — — — — — — — — — — -- — — — — — — — — — — — -- — — — — — ----- I Constant Volume Draw -Through 1335 1.70 80 100 None
2 Constant Volume Draw -Through 1425 1.70 80 100 None
3 Constant Volume Draw -Through 350 0.10 49 100 None
ZONAL FAN SUMMARY ---------- Zonal Fan ----- --------Exhaust Fan ------- Mtr Dry Mtr Dry
Zone Name No CFM BHP Eff Eff No CFM SHP Eff Eff
-----...:s:.. - --, -----
,SLEEPING QTRS None 1 500 0.10 49 100
DAY QTRS None 1 400 0.10 49 100
None
BOILER AFUE
/Rec Rated Stdby Volume
System Name System Type Eff Input Loss EF (gals)
-------------•--- --- ---------- ---- ----- ------ ----- ------ AO SMITH PGC-75 Dom'esticHW 0.780 75000 0.040 0.530 75
c :w,,.'•7 v. r,. t.... .. ¢. s-:�..: ,. .ar.x,� .,...� -,... —„s •..z. 4,, .: �. -r e. - �:�.���:_.�_ •..,.._;_:.__ .,,eta... -;:..:-• .h-_.. - ..-.. � ,_.. .., �I• ._._�.:,.�s_.,_�����c. _,._. ,- .. -, , __ _ _ ,.. .. .
Indicate location on
plans of Note
Block for
Mandatory Measures:
MECHANICAL VENTILATION
MECH-4
--- _..---------------------------------------
Project Name: VISTA FIRE STATION #t 3
Date: 10/7/1996
Documentation: COTTREL
DEIRANIEH ASSOCIATES
l
1COMPLY 24
User 4652
VENTILATION SUMMARY BY
ZONE
Tran
Floor
sgft
CFM Dsg
Min sfer
Zone Name
T Occupancy
Area
/Occ
/Occ CFM
CFM CFM
SLEEPING QTRS
* Office
1500
44 15.0 511
511
DAY QTRS
* Office
1225
61 15.0 301
301
EXERCISE ROOM
* Office
340
56 15.0 91
91 TOTALS
904
904
1 C6
MANDATORY MEASURES
Equipment and Syat•ss efficiency
Heat Pumps shall be'installed with
controls to prevent electric
Any appliance for which there is a
resistance supplementary neater
California standard established in
operation when the heating load
the Appliance Efficiency Standards
can be met by the heat pump alone.
may be installed only if the
Electric resistance supplementary
manufacturer has certified to the
heater operation is permitted
Commission, as specified in those
during transient_ periods, such as
regulations, that the appliance
start-ups and following room
complies with the applicable
thermostat setpoint advance, when
standard for the appliance.
controls are provided which use
Included are all heating,
preferential rate control,
ventilating and air conditioning
intelligent recovery, staging,
appliances shown on these contract
ramping, or similar control
drawings which shall have been
mechanisms designed to preclude
certified to the California Energy
the unnecessary operation. of
Commission by its manufacturer to
supplementary heating during the
comply with the Appliance
recovery period. Supplementary
Efficiency Standards.
heater operation is also permitted
during defrost,
The following space conditioning
equipment may be installed only if
Controls shall be provided to
the manufacturer has certified
allow outside air dampers or
that the equipment meets or
devices to be operated at the
exceeds all applicable efficiency
ventilation rates as specified in
requirements listed in Sec. 112 of
these plans.
the Energy Efficiency Standards.
Gravity or . automatic dampers I
Piping, except those conveying
interlocked and closed on fan i
fluids at temperatures between
shutdown shall be provided on the
60OF and 105°F, or within HVAC
outside air intakes and discharges
equipment, shall be insulated in
of all space conditioning and
accordance with Standards
exhaust systems. i
Sec. 123.
All gravity ventilating systems
Air handlingductsystems shall be
y
shall be provided with automatic
constructed, installed, sealed,
or readily accessible manually
and insulated as provided in
operated dampers in all openings
Chapter 10 of the Uniform
to the outside, except for
Mechanical Code.
combustion air openings.
Each space conditioning zone shall
Air Balancing: All space
be controlled by an individual
conditioning and ventilation
thermostatic control that responds
systems shall be balanced to the
to temperature within the zone.
quantities specified in these
Where used to control heating, the
plans, in accordance with the
control shall be adjustable down
National Environmental Balancing
to 55OF or lower. For cooling,
Bureau (NEBB) Procedural Standards
.the control shall be adjustable up
(1983), or Associated Air Balance
to 85°F or higher. Where used to
Council (AA:BC) National Standards
control both heating and cooling,
(1986).
the control shall be capable of
providing a dead band of at least
Outside Air Certification.. The
5°F within which the supply of
system shall provide the minimum
heating and cooling is shut off or
outside air as shown on the
reduced to a minimum.
mechanical drawings, and shall be
measured and certified by the
The-mostats shall have numeric
installing licensed C-20
setpoints in OF.
mechanical contractor.
Thermostats shall have adjustable
setpoints stops accessible only to
authorized personnel.
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Project No.96004
— .
Title
TITLE 24
AND MANDATORY
FIRE DEPARTMENT APPROVAL.
MEASURES
REQUIRED FOR SPRINKLERS
:'beet
M-7
of U Sheets
197 of 213
. -f.
: i"� - _ -
d - -
1. - -
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!
. ..
5/4" HW 4 CW MNPT STUB - -
1 ... I . .. _ -..,.. ._ - ... - ...... .. ..- .. .. . — - - _.. _ NO
DUTS FOR WASHER I N ' ; ;
. 3/ SII� W T'? -
. .. NEW VALVE BOX GW UP
HOSE SIB IN WALL ,:. .
ra # . ALL P I P! NC AND FIXTURES SHALL BE INSTALLED I N I E WITH THE PROVISIONS OF THE IQg4 UNIFORM
s , - _. _
I/2" CW�HW AGGORDANG
U f S
-
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..-
: ;._ : T .........._ _ --_ -_.. _._._--------------1-_._ ._-- -_- -- :_-_--- _ ' ' :: ,: t. SHALL �3E i'ROV i DED W I T�I APPROPR I ATE SHUTOFF VALVES. +, t , . . ...- ... ......... .... :. .. -. ....--- ... _ ...--- - - - - - - -. - ,. 1 I r _ -:. -.
4 - . , . 1 I ...10 t,. C?O t . J :1 �
{�----....__-_ : : �H l; LNG:.. __ I o ' -NEW 4 OR, . (, , 3. ALL HORIZONTAL DRAINAGE PIPING SHALL BE IN PRACTICAL r,' 7 `' C W --1 I VENT W/ RAIN'' AL ! C-�NMENT W I TH A UN I FORM SLOPE OF I /4" PER FOOT . : r
�:� .
' - ....... -.-._ . ........._-... . T I-,
. \� .
L H
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ATER PIPING SHALL BE INSULATED WITH
4 DOMESTIC HOT W
- NF TH
R O. I GR,�Y ' O: - I O MANU GTURED IN GO ORMANGE WI
I I URETHANE INSULATI N FA
, l 1. � ASTM G 554 I f _ _ �, ; ,
{ `� I I 'TYPE
I
i .�
;` .. j I ' .. �' j b. EXPOSE LAVATORY DRAINS SHALL $E INSULATED WITH 2 - � I I I FLEXIBLE CELLULAR INSULATION MANUFACTURED IN -�.. I } a, � J P.14'. . . j I j . ; G ,-,r\/-. �` ACCORDANCE WITH ASTM G 554. TYPE I. f d1. i I .. - 5. NEW ABOVE CCRADE WATER PIPE 5HALL BE TYPE L GOPPE R L.. - . _.
-i ` 1' I . PROVIDE PIPE SLEEVE WHERE COPPER PIPE TRANSITIONS ..--..--._�
',
. , I- ... _W..,,:: .. _..... _.....-..: `-- k._s -- -w.. �._-.- -:-.: I �.:,- - --...- .- -- II I ..:.- --. � i '_..- - -- - - - -.... _..-
S � I _I THROUGH CONCRETE SLAB OR WALL COPPER PIPE SHALL i I NOT COME IN CONTACT WITH CONCRETE AND WHERE I M$EDD �� __ . _., . I ,..- , S ALL BELOW GRADE WATER PIT'
... -. i _. !c!...7 , ................. .. ..._. . _ ... U if . � i:::::::::::::::...:.... : , SHALL BE TYPI K COPPER. . .
.
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d�' :.. . :.......... .. . .:.. .., .-.-.-.,-....71 --. , .., - ._, } 1 "- _ 1a . . ARRESTORS AS SHOWN. PDI SIZE
M .......:........ ] i NEWLY b. PROVIDE WATER HAMMER RE .> I - . 1 - 1 1 RELOCATED G ON GW LINES AND PD! SIZE A ON HOT WATER LINES. �,
::dKss-I' , .-._._.. `. I �r I i � -..I "
i �� I
.
i ��. -._-. ..-,.--_, ,.--., ,, . ,� � ,. i EXISTING I GW � WATER HTR. .
i � - � �µ.-1 I 4l1 HW AFTER COMPLETION OF NEW GOLD AND HOT WATER PIPING .
--
i _..'>... . --., _ ' o S-1 I - DISINFECT IN ACCORDANCE WITH AWWA G65f. :
I
1: I1 x -'- - .---..__..-, - SLOW SLA:$.:::... S
N,
I - I W INSTALLATION,
f t f I A MINIMUM OF 50
i , , � ,i" "T l FILL PIPING WITH SOLUTION CONTAINING
,: _-..
.
-.. ' .'4- ..--. , ; _ ti, G ! `.� i t PPM CHLORINE AND ALLOW TO STAND FOR A MINIMUM OF 12 .
_ --...-,_..__ _ , . htATER I/2 HWI,_ ,... _ s'. HOUR5. FLUSH SOLUTION WITH DOMESTIC WATER UNTIL HAMMER _ _.3/4"GhC
-� _ EQUIVALENT TO THAT F THE DOMEST I C
t. t , . ; IS EC�UIVALE A O E
. h I ARRESTOR ��}."HW CHLORINE NE LEVEL
LO I E L
5 . WATER SUPPLY
r l .. ..ee:..r..Ye-.u:wu... _.
i_... .-. - - -
1 I
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.
SYMBOL
DESCRIPTI❑N
I PIPE SIZES (INCHES)
MAX
WATER
USAGE
(GPM)
REMARKS
QTY
CW
HW
W
V
TRAP
WC-1
WATER CLOSET
4 "/4-
-
3 2
INT,
1.6 GPI=
NOTE 5, 15
KS-1
KITCHEN SINK
2 112
112
2 1 112,1
112
NOTE 6, ML C.OWARTMENT w/ 5ARSAlSE DISPOSAL
L-1
LAVATORY
7 1/2 •
1/2
2 2
1 1/4
2.5 NOTE 8
SS-1
SERVICE SINK
1 1/2
1/2
2 1 1/2
1--1/2
2.5 NOTE 8
HB-1
HOSE BIB
4 3/4
-
-
-
-
BRASS-W/VACUUM BREAKER
HB--2
HOSE BIB
1 -
3/4
--
--
-
BRASS--W/VACUUM BREAKER
FD-1
FLOOR DRAIN
1 -
-
3 1 1/2
3 SH--1
SHOWER 1
4 1/2
1/2
2 1-1/2
2 2.5
NOTE 5, 12
DW--1
DISH WASHER
1 1/2
1/2
1 1/2
1 1/2
1 1/2
NOTE &
CW-1
CLOTHESWASHER
1 3/4
3/4
TO LT--1
NOTE &
LT--1
LAUNDRY TUB
1 1/2
1/2
2 1 1/2
1/2
2.5 NOTE &
10. INSULATE ALL AWVE GROUND HOT WATER PIPING WITH
"THORP" MANUF. I" THICK PERFORMED FIBERGLASS
INSULATION.
11. INSULATE EXPOSED LAVATORY DRAINS WITH 1/2 "
FLEXIBLE CELLULAR INSULATION.
12. EACH SHOWER SHALL BE EOUIPPED WITH AN INDIVIDUAL
I
V . CERAMIC, DISC
E
PRESSURE BALANCE ONTROL VALVE. G
GARTRI DC E WITH STAINLESS STEEL EQUAL I Z I NG PISTON.
ALL HANDLES SHALL BE PROVIDED WITH STOPS.
15. WATER CLOSETS SHALL MEET THE PERFORMANCE
H 4 GODS
STANDARDS ESTABLISHED BY ANSI A112.141.2 5 ,
SECTION I7g2I.3(5). WATER CLOSETS SHALL BE PROVIDED
WITH SOLID PLASTIC OPEN FRONT 5EAT5 WITH COVERS.
. FL.UMB I N LF-Or-ND
SYMBOL
ASSR
DESCRIPTION
...... --'--
G.W.
GOLD DOMESTIC WATER PIPING
--- -----..--
H.W.
HOT DOMESTIC WATER PIPING
SOIL, DRAIN, WASTE PI P I NC
__-_--
V
VENT PIPING 10
T
TEE
PIPING TEE FITTING
Q
F.G.D.
FLOOR CLEANOUT
F.M.
FLOOR MOUNTED -
OPF
GALLONS PER FLUSH
PRV
PRESSURE REGULATING VALVE .
RPV
REDUCED PRESSURE BACKFLOW PREY.
U.G.
UNDER THE C��Oj/�U�N/�'TER
UTR
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WASTE pBgH NO : 11-1�.:....
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WALL CLEAN(bUT-.�--�----�---µ__--_----_-. .,---- .
W.M.
WALL MOUNTED
C
67A5 PIPING Rwip Fm SPRULEF
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PLUMBI NC
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NOTES.
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2 REFER TO FIXTURE SCHEDULE ON P-1 FOR DWV
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3 ANY EXCAVATION DEEPER THAN 4' SHALL BE
SHORED.
CONNECT DISCHARGE OF WASHING MACHINE TO
4. SINK DRAIN 51'5TEM THROUGH AN APPROVED
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I VENT OFFSET KITCHEN 5K VE ON WALL
FAST
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FLOOR -SHALL BE CAST IRON WITH POLISHED
NICKEL BRONZE RIM AND 5CORIATED FLOOR
PLATE WITH "CO" CAST IN PLATE.
WALL AND EXTERIOR TO BUILDING- STAINLESS
STEEL COVER PLATE AND 50REW5.
1. DRAINS: ASME A112.21 WITH P TRAPS.
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Title
DETAILS, rKr RE
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PROJECT f-{AML VISTA FDt! DEPARTMIN'T SUTION # 3
1X1L 10/03/iG
1)i OJt~CT AODRF`iS 1070 TAYLOR STREET VISTA. CA
Bu&omc fOnr+
PRINCIPAL DESIGNER -- LIGHTING JIMRO DESIGN
TELEPHONE (610) 523--85%
DOCUME-NTATION AUTHOR JIM R DMIAZEB
TFt-EPHONE /510 523-88"
1 )
G}IFf.KED 9Y//DATE E
Er+FbRCEMLNT ACENC�' L?sE
GENERAL INFORMATION
DAIL Of PLANS 10/03/96
BUILDING CONDITIONED
F LOOR AREA 4,9oa
F3UtLDING TYPE_
■ NONRE5IDE:NIIAL ❑
NIGH RISE RI-SIDENTIA. o Ho"LL/MoTLL. Ca'ST ROOM
PHASE OF CONSTRUCTION
n " CONSTRUCTJOI`J a
ADDITIOtJ a ACrLRATION
METHOD OF LIGHTING
COMPLIANCE
■ COMPLETE BUILDING ❑
AREA UTEGORY a TAII.ORE.D a PERFORMANCE
` STATEMENT OF COMPLIANCE
This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, r"; r Parts 1 and 6 of the California Code of Regu4otions. This certificate applies only to building fighting requirements.
The Principal Lighting Designer tre•eby certifies that the proposed building desigr�represented in this set of construction i documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other coiculations submitted with this permit application. The proposed building has been designed to meet the lighting requirements contained In sections 110. 119, 130 through 132, and 146 or 149, CERTIFlCATE OF COMPUANCE — LIGHTING PART 1 OF 2 LTG_ 1 CERTIFICATE OF COMPLIANCE — LIGHTING PART 2 of 2 LTG""" 1 r
PROJECT NAME VISTA I= D$PARTIINT STATION # 3 DATE 10/03/id
I NSTALLED LIGHTING SCHEDULE
t_UMINA!RE 1,kME
(t G: TYpE--• 1 , TYPE --2.,f-Tc.}
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ENGINEERING, INC.
0 CONSTRUCTION
rIkSTING& NGINEERING, INC.
SAN DIEGO, CA - RIVERSIDE, CA
- VFMURA. CA TRACY, CA
LANCASrER, CA
2414 Vlneyud Ave. 490 E Prhxcbnd Ct.
1645 Pwk Ave 392 W. Larch Rd.
42156 I th St. W.
Suite G Suite 7
Suite 105 Suite 19
unit %
Eun"do, CA 92029 Corot& CA 91719
Want CA 93033 Tracy, CA 95376
Lester, CA 93534
(76o) 7464955 (909) 371.18W
(805) 4866475 (209) 839-2890
(805)726.9676
(760) 7469W r.+z (909) 371.2168 r.ut
(805) 486-9016 FAx (Z09) 83(}2895 rtx
(805) 7269676 rtx
REPORT OF COMPRESSION TESTS
PROJECT:
Fire Department #3 Remodel
PROJECT NO: 10-2450
PROJECT ADDRESS:
1070 Old Taylor, Vista, CA
TO BE BILLED:
CONTRACTOR--
Big Sky Electric
ARCHITECT:
PLAN FILE NO.:
ENGINEER:
BUILDING PERMIT NO.:
B96-1245
SPEC NO.:
Supplier:
Mix Description:
Mix Number:
SAMPLE DATA
REPORT OF: X Concrete ____ Mortar _ Grout — Other
Palomar Transit Mix Placement Date: 11 / 19/97
Slump:
Type Cement:
Concrete Temp: 65 °
Location of Placement:
Special Test Instruction/Remarks:
Required Strength (F'C)
Samples Made By:
3000 PSI
303006
II
Amb. Temp: 65'
Driveway
1 @7, 2@28
3000 PSI at 28 Days
AC
Ticket Number:
788959
Truck Number:
919
Time in Mixer-
60 Minutes
Admixture:
WRDA 64
Air Content:
Design Strength: 3000 PSI
Tested By: JAF
LABORATORY DATA
Age
Lab Control
No.
Date Tested
Dimensions
in Inches
Test Area
Sq. Inches
Max Load
Pounds
Compressive
Strength PSI
7 Days
04A
1 1 /26/97
6 x 12
28.27 74,000
2,620
28 Days
04B
12/17/97
6 x 12
28.27 116,000
4,100
28 Days
04C
12/17/97
6 x 12
28.27 115,500
4,090
Reviewed by: Curtis V. Olander C u o Date: January 5. 1998 _ All cowling,nd iettuts candWcd In mam,L m with ASTM Snndnd Uedpwioln C7 t-91, C]9-tb, Ctle-v=. Cltl9U. CI Tl-V7, CS71atB, C170.vaA, C71!•92. C617-71T- FClo77-y2. C 1131. EY93. EI71-:7 Conforms with Required Compressive Strength: X Yes No
Distribution: 1) Vista Fire Dept. l) City of Vista 1) Big Sky Electric 1) Job File G-WMW�iZAL AND CONSTRUCTION ) INEERING TESTING A00I j
Vista Municipal Code
Chapter 18.47
Civic Activity Zone
Sections:
18.47.010
Application
18.47.020
Permitted Uses
18.47.030
Height Limit
18.47.040
Front Yards and Yards Abutting Public or Private Streets
18.47.050
Side Yard
18.47.060
Rear Yard
18.47.070
Area
18.47.080
Distance Between Buildings
18.47.090
Development Requirements
18.47.100
Landscaping
18.47.110
Utilities
18.47.120
Signs
18.47.130
Parking
18.47.140
Requirements for Site Development Plans
18.47.150
Prior Approvals
Section 18.47.010 Application
The Civic Activity (CA) zone shall apply only to property which is owned by a public agency. This zoning designation is intended to implement the "Civic Activity" Land Use Designation of the General Plan.
(Ord. No. 91-10, Enacted, 05/14/91)
Section 18.47.020 Permitted Uses
In the Civic Activity Zone, the following uses are permitted:
A. Public buildings and uses by a public agency.
B. Temporary uses, if permitted by the public agency owning the property. (Ord. No. 91-10, Enacted 05/14/91)
Section 18.47.030 Height Limit
No building or structure shall exceed two stories or 35 feet in height, whichever is less.
Notwithstanding, buildings and structures of greater height may be allowed, provided a special use permit is issued, therefore, in accordance with the provisions of this code. (Ord. No. 91-10, Enacted, 05/14/91)
Section 18.47.040 Front Yards and Yards Abutting Public or Private Streets No building or structure shall be located and maintained less than 20 feet from the ultimate right-of-way line of any public or private street upon which the building site fronts. (Ord. No. 91-10, Enacted, 05/14/91)
10/11 /2022
18.47 (1) (Vista 7/13/11)
C6 207 of 213
Vista Municipal Code
Section 18.47.050 Side Yard
Every lot and building site shall have a side yard on each side of the lot or building site, and each side yard shall be not less than 15 feet in width. (Ord. No. 91-10, Enacted, 05/14/91)
Section 18.47.060 Rear Yard
Every lot and building site shall have a rear yard not less than 15 feet in depth. (Ord. No. 91-10, Enacted, 05/14/91)
Section 18.47.070 Area
The minimum lot area shall be 10,000 square feet.
(Ord. No. 91-10, Enacted, 05/14/91)
Section 18.47.080 Distance Between Buildings
There is no required distance between public buildings. (Ord. No. 91-10, Enacted, 05/14/91)
Section 18.47.090 Development Requirements
Development requirements shall be the same as set forth in Section 18.36.130 B and C. (Ord. No. 91-10, Enacted, 05/14/91)
Section 18.47.100 Landscaping
All landscaping shall meet the requirements of Section 18.36.130A and Chapter 18.56. (Ord. No. 91-10, Enacted, 05/14/91)
Section 18.47.110 Utilities
All utilities shall meet the requirements of Section 18.36.140. (Ord. No. 91-10, Enacted, 05/14/91)
Section 18.47.120 Signs
All signs shall meet the requirements of Chapter 18.52 as required for the OP zone. (Ord.
No. 91-10, Enacted, 05/14/91)
Section 18.47.130 Parking
Parking shall meet the requirements of Chapter 18.54.
(Ord. No. 91-10, Enacted, 05/14/91)
Section 18.47.140 Requirements for Site Development Plans All modifications of buildings and all new buildings must be approved by the City through the site development plan process, unless exempted by Chapter 18.64. (Ord. No. 91-10, Enacted, 05/14/91)
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C6 208 of 213
Vista Municipal Code
Section 18.47.150 Prior Approvals
If a building or use was previously approved by a Special use permit, Minor Use Permit, Site Development Plan, or combination of the above the conditions of approval shall take precedence over the requirements of this chapter. Additions or modifications to any use or building approved by prior special use permit, minor use permit or Site Development Plan shall be by Site Development Plan, unless a building of greater height than two stories is proposed, in which case a special use permit is required.
(Ord. No. 91-10, Enacted, 05/14/91)
18.47(3) (Vista 7/13/11)
10/11 /2022 C6 209 of 213
Exhibit 4
Project Site
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Fire Station ' <+ i, DWI 1250 Arcadia Ave
10/11 /2022 G6 ` 210 of 213
AN 0 125 250
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AGREEMENT TO COMPLY WITH CALIFORNIA LABOR LAW REQUIREMENTS
TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID
[Labor Code §§ 1720, 1771.1, 1725.5, 1773.3, 1773.8, 1775, 1776, 1777.5, 1813, 1860, 1861, 37001 The undersigned Contractor certifies that it is aware of and hereby agrees to fully comply with the following provisions of California law:
1. No contractor or subcontractor may be listed on a bid proposal for a public works project unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 [with limited exceptions from this requirement for bid purposes only under Labor Code section 1771.1(a)]. No contractor or subcontractor of any tier may be awarded a contract for public work on a public works project without proof of registration with the Department of Industrial Relations pursuant to Labor Code section 1725.5.
This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.
2. Contractor acknowledges that this contract is subject to the provisions of Division 2, Part 7, Chapter 1 (commencing with Section 1720) of the California Labor Code relating to public works and the awarding public agency ("Agency") and agrees to be bound by all the provisions thereof as though set forth in full herein.
3. Contractor agrees to comply with the provisions of California Labor Code Section 1773.8 which requires the payment of travel and subsistence payments to each worker needed to execute the work to the extent required by law.
4. Contractor agrees to comply with the provisions of California Labor Code Sections 1774 and 1775 concerning the payment of prevailing rates of wages to workers and the penalties for failure to pay prevailing wages. The Contractor shall, as a penalty to the Agency, forfeit not more than fifty dollars ($50) for each calendar day, or portion thereof, for each worker paid less than the prevailing rates as determined by the Director of Industrial Relations for the work or craft in which the worker is employed for any public work done under the contract by Contractor or by any subcontractor.
5. Contractor agrees to comply with the provisions of California Labor Code Section 1776 which require Contractor and each subcontractor to (1) keep accurate payroll records, (2) certify and make such payroll records available for inspection as provided by Section 1776, and (3) inform the Agency of the location of the records. The Contractor is responsible for compliance with Section 1776 by itself and all of its subcontractors.
6. Contractor agrees to comply with the provisions of California Labor Code Section 1777.5 concerning the employment of apprentices on public works projects, and further agrees that Contractor is responsible for compliance with Section 1777.5 by itself and all of its subcontractors.
7. Contractor agrees to comply with the provisions of California Labor Code Section 1813 concerning penalties for workers who work excess hours. The Contractor shall, as a penalty to the Agency, forfeit twenty-five dollars ($25) for each worker employed in the execution of the contract by the Contractor or by any subcontractor for each calendar day during which such worker is required or permitted to work more than 8 hours in any one calendar day and 40 hours in any one calendar week in violation of the provisions of Division 2, Part 7, Chapter 1, Article 3 of the California Labor Code.
8. Registrations under Section 1725.5 expire annually at the end of June, and Contractor is responsible for verifying the renewal status of each subcontractor, of any tier, working on this Contract, and providing City with an updated list of all subcontractors and their registration status. Subcontractors who do not timely renew their registration must be removed from the job site until they are registered. The removal of a subcontractor for failure to be registered shall not be cause for any extension of time or additional compensation of any nature under the Contract.
9. Contractor shall provide to City, as a condition precedent to the payment of Contractor's final retention, a complete list of all subcontractors who have worked on the Project, including their registration numbers. This list must be provided at least 30days prior to the payment of the final retention and shall be submitted under penalty of perjury.
10. To the fullest extent permitted by law and without limitation by the other provisions of this Contract relating to indemnification and insurance, Contractor shall also indemnify, defend and hold harmless City, 000195963
10/11 /2022 C6 211 of 213
and its directors, officers, employees and agents from and against all liability, excluding penalties assessed against City under Labor Code Section 1773.3, but including, without limitation, associated investigation and administrative expenses, defense costs, reasonable attorneys' fees, expert witness fees, court costs, and costs of alternative dispute resolution, resulting from Contractor's failure to comply with the provisions of this section and of Article 2, Chapter 1, Part 7, Division 2 of the California Labor Code with respect to Contractor, all subcontractors of any tier, and their respective employees working under this Contract.
11. California Labor Code Sections 1860 and 3700 provide that every contractor will be required to secure the payment of compensation to its employees. In accordance with the provisions of California Labor Code Section 1861, Contractor hereby certifies as follows:
"I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract."
Signature Date
Name/Title Company:
000195963
10/11 /2022 C6 212 of 213
Project Vicinity
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